20061292 Ver 2_Site Plan_20110603

Notes:
- This plat is for /ocation purposes only.
Builder should verify foundation information LEGEND
with plans before construction begins.
- There is no USCE or NCGS monument • - EXIS7/NG IRON PIPE
within 2000' of this site. o -SET IRON PIPE
- SURVEYED LINE
- The sub'ect pro erty is not within a - - - -LINE NOT SURVEYED
special flood h~ar area os determined _ EgSEMENT
by the Department of Housing and Urban
Development.
- The easement information shown hereon was
obtained from the recorded plat No updated
title search was performed by the surveyor
- AlI diataneea a aaurod in feet.
-50' -25' a 0' 50' 100'
LOCATION MAP GRAPHIC SCALE IN FEET
*`PRELIMINARY PLAT-NOT FOR CONVEYANCES OR SALES.** \
~'~ \
~`~
`°~~-
~`'
~_ _
-- _ _
LIMITS OF~6ISTURBANCE ~`~
f ~`` ~.. ~~ ~, ~
~~
°~-- • •
\ • •
• • ''~
• • a
~,~ • a
~~ 59 , .._
--
_-- - ~-
. .
j * _ __
-- - - - - ~. 1 ~~ -
.~
_-
- - - ~' • • v - - -~
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.,_• - -_
_.._..~
_ ~ ~o _ - - - - :~-
. i - -
", _ ~ ,,_
~~-
~,
~. ~ - -
~ ~ `~
~,. _. _
_, '~, ~ ~ ~.y~
P ~~
~~, ~, ~ wQy .. = -~
- ~
~,
'~
Q
~ O~
_~ ~
__- ~
-- "" APPROXIMATELY 3,180 SQUARE FEET IMPERVIOUS COVER SHOWN
- PLOT PLAN FOR -
-SUBDIVISION -
FAIRFIELD FARM SECTION FOUR
(A ZERO LOT LINE DEVELOPMENT)
CARVERS CREEK TWP. MAY 18, 2011
CUMBERLAND COUNTY SCALE 1" = 50'
NORTH CAROLINA FIELD BOOK
REFERENCE
CUMBERLAND COUNTY NORTH CAROLINA REGISTRY
,~7,,,~ PRELIMINARY PLAT
~ raioxsana NOT FOR RECORDATION,
~~ ~ iAYF17EY1LLE. N*C•. ZaJ06
SOD
YOORYAII~ I~EJI ~ ~ INC. !NONE q~j PROF. SURVEYOR SALES

LOCATION MAP
*'PRELIMINARY PLAT-NOT FOR CONVEYANCES OR SALES."
Notes:
- 7}tis plat is for location purposes only.
B
ild
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ld
if
f
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f
ti
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er s
ou
ver
y
oun
ation
n
prma
on
with plans before construction begins. LEGEND
- There is no USCE or NCGS monument • - EXlS7/NG IRON PIPE
o -SET IRON PIPE
within 2000 of this site. - SURVEYED LINE
- 7tie sub'ect property is not within a -
s
ecial flood hazard area os determined _ - -LINE NOT SURVEYED
p
by the Department of Housing and Urban -EASEMENT
Development.
- The easement information shown hereon was
obtained from the recorded p/at. No updated
tit/e search was performed by the surveyor.
- A// distances a asurod in feet
a
.
-50' -25'
0'
50' 100'
GRAPHIC SCALE IN FEET
.\
SUMMERC
APPROXIMATELY 3,480 SQUARE FEET IMPERVIOUS SHOWN
- PLOT PLAN FOR -
-SUBDIVISION -
FAIRFIELD FARM SECTION FOUR
(A ZERO LOT LINE DEVELOPMENT)
CARVERS CREEK TWP. MAY 18, 2011
CUMBERLAND COUNTY SCALE 1" = 50'
NORTH CAROLINA FIELD BOOK
REFERENCE
CUMBERLAND COUNTY NORTH CAROLINA REGISTRY
PRELIMINARY PLAT
115 t50J1DF007 AVF.
r~° raiwc5lnra NOT FOR RECORDATION,
~~ , ~~~'N~~" SALES
~ -HONE 91W14"6199
YOORYAI~ ~ ~ Rte, INC. FAX 410 PROF. SURVEYOR

Notes:
- This plot is for location purposes only.
B
ild
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if
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i
f
ti
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ou
ver
y
oun
ation
n
orma
on LEGEND
with plops before construction begins.
- There is no USCE or NCGS monument • - EXISTING IRON PIPE
o -SET IRON PIPE
within 2000' of this site
.
- SURVEYED LINE
- The sub~'~ct property is not within a - - - -LINE NOT SURVEYED
i
l
h
d
d
t
i
d
spec
a
hood
azar
area os
e
erm
ne
-EASEMENT
by the Depar[mont of Housing and Urban
Development.
- The easement information shown hereon was
obtained from the recorded p/at. No updated
tit/e search was performed by the surveyor.
- A// dietoncee a eeured in feet.
a
-50' -25'
0' 50' 100'
LOCATION MAP GRAPHIC SCALE IN FEET
NARY PLAT-NOT FOR C VEYANCES OR SALES." ~
\ ~
~
' ~ ~ ~
~'

~~ ~
~ i - ~ i
~ ~ ~ ~ - - ~ i
i
i i
~
,
i
Sep ~ ~ /i

i
i i
,
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~
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- ' t
.LIMITS OF DIS$URBA
~
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~ s,,
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~~ 1
~~
~~,
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.
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_____
`` 24.7 28.0
~
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i
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- ~ '. is
~
_
-; ~
- ~
~~
~j
i ~ s -
i ~ s ~ 1
~-C ~ ~, ., 7.7
~~~ 6 ~'
~ SQy ' • ~
~ ~~ 2s.o S

~_ ~ _ ~ - --- -
,~ _ - `~.
~+~~ ~

~~~ ~~~~~ ~WEST~, S - ~~~ ERCHA~E RO', ~,

3,970 SQUARE FEET IMPERVIOUS SHOWN
- PLOT PLAN FOR -
-SUBDIVISION -
FAIRFIELD FARM SECTION FOUR
(A ZERO LOT LINE DEVELOPMENT)
CARVERS CREEK TNP. MAY 18, 2011
CUMBERLAND COUNTY SCALE 1" = 50'
NORTH CAROLINA FIELD BOOK
REFERENCE
CUMBERLAND COUNTY NORTH CAROLINA REGISTRY
PRELIMINARY PLAT
°~ 716.1OJ1DFOOTAVE.
~~
PJ~ ~ raioxs~4 NOT FOR RECORDATION,
F/1TE17EVILlE. N.C.. 2EJ06
~~
YOOIWAN~ 1~1 ~ REITaL~ INC.
!~OlrE ~0"Iif4"61>» PROF. SURVEYOR SALES

LOCATION MAP

CRY PLAT+N_OT FOR CONVEYANCES OR SALES." • • ~ • • • • • • • ~
~~'>_ _ • • • ~ a • • ~
~_
~,
~-~ 1 • • ~_ • • • a •
' well c7s ' ' _ _. __ _ ~
.r .r ~ • • - •. .r .r
.r .r • • • • ~ .r
• • • . .~, .
~~ ~~~ ,~r ~ ~-~ ~ ~ CiNAITS OF DISTURBANCE ~ ~ ~ ~ ~ ~'~ ,
... X09 ....
~.. /
~_ ~ ~
z~~n'

Notes:
- This plat is for location purposes only.
B
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h
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if
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f
ti
u
er s
ou
ver
y
oun
a
on
n
orma
on
with p/ans before construction begins. LEGEND
- There is no USCE or NCGS monument
' • - EXlS71NG IRON PIPE
o -SET IRON PIPE
within 2000
of this site. - SURVEYED LINE
- The sub'ect ro erty is not within o -
s
ecial ~flooa'phr~zard area as determined - - -LINE NOT SURVEYED
p
by the Deportment of Housing and Urban -EASEMENT
Development.
- The easement information shown hereon was
obtained from the recorded plat. No updated
title search was performed by the surveyor.
- All di
t
d i
f
t
a
aneea a aauro
n
ee
.
-50' -25' a 0'
50' 100'
GRAPHIC SCALE IN FEET

~~ . . . . rtn/~tl~an~ s +
.~ . . . . . ~
. .
_ ,
~. . • •
~. • • •
~_ •
• • ~ _ ,
• •
~ ~ ~
~ _-
--
°~_
3ROAD~a
_-
ROAO
APPROXIMATELY 3,960 SQUARE FEET IMPERVIOUS SHOWN ~
- PLOT PLAN FOR -
- SUBDIVISION -
FAIRFIELD FARM SECTION FOUR
(A ZERO LOT LINE DEVELOPMENT)
CARVERS CREEK TNP. MAY 18, 2011
CUMBERLAND COUNTY SCALE 1' = 50'
NORTH CAROLINA FIELD BOOK
REFERENCE
CUMBERLAND COUNTY NORTH CAROLINA REGISTRY
PRELIMINARY PLAT
~,~~,-~.
-.a wxa~a
~ ~ F~~~,H,~„ NOT FOR RECORDATION,
~°°
YOORIIAII, I~R ~ RERaJ, NC. rHOr~ ~we4atsn
q) PROF.
SURVEYOR
SALES

LOCATION MAP
**PRELIMINARY PLAT-NOT FOR CONVEYANCES OR SALES.'*
Notes:
- This plat is for /ocation purposes only.
B
ild
h
ld
nf f
d
ti
i
f
ti
u
er s
ou
ve
oun
a
on
n
orma
on
with plans ~~ cronstruction begins. LEGEND

- There is no USCE or NCGS monument
within 2000 of this site. ~ _ EXlS71NG IRON PIPE
o -SET IRON PIPE

- The sub'ect roperty is not within o -
s
ecial ~floor~hozord area as determined -SURVEYED LINE
- - -LINE NOT SURVEYED
p
by the Department of Housing and Urban _ EASEMENT
Development.
- The easement information shown hereon was
obtained from the recorded plot. No updated
title search was performed by the surveyor.
- All tlfetancea ore measured !n feet
.
-50' -25' 0'
50' 100'
GRAPHIC SCALE IN FEET
APPROXIMATELY 4,000 SQUARE FEET IMPERVIOUS COVER SHOWN
- PLOT PLAN FOR -
- SUBDIVISION -
FAIRFIELD FARM SECTION FOUR
(A ZERO LOT LINE DEVELOPMENT)
CARVERS CREEK TWP. MAY 18, 2011
CUMBERLAND COUNTY SCALE 1' = 50'
NORTH CAROLINA FIELD BOOK
REFERENCE
CUMBERLAND COUNTY NORTH CAROLINA REGISTRY
ns,~FOOr~vF. PRELIMINARY PLAT
°~a~~~ -o, wxa~a NOT FOR RECORDATION,
~f~ ~ FAYF]7EVliLE.11.C..2rIJ05
~~ ~or~ >»a~~ SALES
YOORMAII, K®1 ~ RER1El~ NC. FAX y~p.~.p~ PROF. SURVEYOR

KELLY r a ,
lll�E PLANT
GREYSTONE
FAWS
SITE
rh
VICINITY MAP
Ig
y --_-
/I
- T
/ R,
!
w 07%,
T❑NYA TRUSTEE
-87-1221
21, PG. 764
4, PG. 004
W.
15'
PROJECT.
FAIRFIELD FARMS
F1NAE. PLANS C_` .�
_ SEC10N FOUR
\ '\ for -
- _.. REVIEW g 0 _
,z� � `\ � � �\ = •�°� tl R . = DRAWN BY RON w
�w �s +� .,� ,rte � •..-• � ���•• •,�
. 4C1Z.CHECKED BY; JIMMY K.
M
' ��t11i1tr�4�� * DATE' 05/11 .
/ NO REVISIONS BY: DA'EE-
t OTH RAMSEY PARTNERS CLC
0531-85-6337
Catch
Catch Basin (MO)�'B. 7690, PG.
Sta 2+15
14 i
Grate EL f42 §O�
84
CAD
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r +50 V. 1$' }57 STR.IIr £L 1 zesty 4,, OQ 153
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•3{.• 144 2 ,
"S#dV.E�:2 .f4402.'Cdl#i \Inv kS !]ut 136.77'
BASIN 06X
5+66 RT.' (. In,;.. EE:' 3Q.'QitT �V �. / ;
EL WEi1 �1IdDS-."_'E• ' //
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`"ms'µ _ - 1..8 2._..--• BA
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............. .......18�,• '
� •• / . ...�-•-
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�, 'y +. b..RT.. I• •Inv: EL 151 In`13+4:55�'' / 149
•env.• Iwl i 2'Iri •131,00 .� ��' /�
• r i „' �J 1 !
EL 15' 4 84> InJ..Ei 30!11ut'13100" `V `\ 1
tch Hash
6+07 Rt.
O
137.
OUT
rG:l. Ii4 6 %r r^rra El
.0 - _ i v: e1, 24 -\Inv. 15' ilut,� 4,
148
SAINI, HARI P. & �rlfL SAIRA H EX.
0531-55651 .83 , i CRYO
_. ,1 IN 4. .Si 2 RT
D.B. 7252 P 499 ^_� _ ` -
-- 15 7 EiE q- 13 80 • ' '� i i
f •t •STA Q+78
v. �.' 1�= Iii a�o:s7 • �• . �.'r�tat�' '' �a�; • �, cntc4,� talo) 2 ,r o "�-....: F 147
..... Stn 4t t
` ✓ ' ' .. ] •INv. EL as -7Df. t3€C0G • / wV Cya
I •V!V. ! ', - Rl1T 133.84 - �`te El,
TA +k5 ', In EL 30 In NE' / 5E rilON THREE `
r'Inv. in i
' �" .d3 ersazei�>' y s FMRFlELD FARM
�! a / • --Ir v. EL 4s Out /
154.40 + .r s - CntcFi.Hnslri.CA1$3-". �/ ,
X58 v, • 5y tHJ 1 155,PROPERTY OF -.
_ias /BROY-ANCO CORPORATION
- .... Crate EL -135 PB: 117, PG: 21
.Irw.' Et . _�. f�
-4 Catch <A115' , : / ;
4 ! : Iriw EL/�IS'.In 1P47o _ .'
f _ sCATCH .Ha (wS10).
•- / -�`-. , <RversizeaAV
-Wsa- 6Vty ! 4 S. .�__-E..-70
---- ZTE E!b 14323 Oat 3520
-E}13\nvE15 Ihxt e1�32.7INi, -bSt. .t
y,N NVEU24 IN' 13`9 5
/
i
P�. •\ /... . "> /
'EtI .•�4'.3
.... "Inv. ♦El48'• In 129.45
IpjS• �\ 145 i / i i
r , ; GAT•CH BASIN <WSk2> n Ca tc41 $ccgln C,41¢> o` ' �' Ir I 1�
�.-✓ CA ) •'sTA.' 6b+•7s 1�' • Sta. -1+23 is1:.• - � --._
s � ..1,�ATE'EG 135.4+0. • ' ' ' G'ra'te .Ei. 135.2``. ' . • . �
if_ a•R. k�'.u�'13 7 my Z. -4B'.0 129W.
LEGEND �S. _ v. 1 f4a I F I1 W: F 24� 13Q98 Ji y.' 7�9A� 44
�- ' �I.11.• W �4 ttUI •i3E1
(-veesized)•
...�.FJ� ............................. ....,.... df, �� "Co.t*h $nsI»'<vSi3%!8>.' v ze)
EXISTING NEW WE , I (� {' Junct. (WS17)
w" "tifER £: FRANK III UTeuble �raisa... 42�+ r 1 r
0531 55' f 33{i• ___r ca / StG4 ? r78 Cw*te- EL 134-30
Sta 0+1 t.-65+ c� I t
PROPERTY BOUNDARY LINE B X529, PG. 208 - 9 d �Q Veru El 1 .47• a EL 13 143
�� Inv. EC'1;5 129.58 r r
-______- __ _-___ -___ UNE NOT SVRVEYEO tl 14 - _ ,•'`fid �. v. El 4s In iL87 / ! `
'" ' /� CH IN/<w ' 1) �r of - ' v. EL 48 Out r I r
_ _..@.448.' Catch C Sk6> i r'
e EX IRON TA 66 LT. Q% Stn 64 1 R 2 8u a 'Cant. I ra�r
EXISTING ERON STAKE ��� Hen ■nll v/ g lls r r! FlgHWC) *ZT,ca
TE X35. Grnte El •3 '-\ St 63+26.63+34 �r r aruYs 9VERCRASERW
_, r4 .a- - - - 8 1
a EX. QW EXISTING CONCRETE MONUMENT r
INV. 15 T 133A0 Inv. EI. .15 129.88.
T Elev. 133A0 I Tft_l rtocur,�s Etna:
w _ �� i v. EL 15' 129 ' r r Luv.
�..... � _....._. �� �'.. , . 54' 126.38 r 1 r k�£v. s779r
O ANGLE POINT a`L 15 r' 1 rr mcazaa.�z
EX. 18' RCP STORM SEWER ...... IRO \� �ca4� I '! j s 63 R4 �42
.......... x. � `�. a GmtSTYAl161'i3�1 r
�. ............: I Inv. In 4 i r
❑. ■ CATCH BASIN . ,... __-_ � /
Cl iI JUNCTION BOX ~� t1 jji t 7341--
0
341- I rrr I rrr
STORM DROP INLET i 48' Headwall -_ _ ' A Ir I rr
To ER, 134 Q0 ..
- `__ ' -_"
_
PROPOSED SECTION UNE Inv El. 48' In
_.._
EX ESM s.lam_-__ - -_-_- _ _
EASEMENT _ _-_ ' e 54'`
":.t' Il0
"::?'r.?' Gran •/ *!'lts��I `
WETLANDS 1 } _ j S 63+26,63+34 SE R
i •� _ I T Elev. 133.00
1 DEVASTHALI, MA 5. & and 54. 126.42
='i -_- s
0531-64-Q$95'--✓ - -_== Cn -sir! CWS14)
;i
D.B. 7322', PG. 811 Stn +5w_[:t:
STREET GRADE BREAK POINT r °'^n' LInv. EL 133.10
15�•-Ekrt-130.h'0'�'""-^�""'•--�'""•��____.
® DRAINAGE STRUCTURE - - i 31 M 30 _
---------------._-M _
EXISTING 10 FOOT CONTOUR
s ENGINEERS G<
I xISTING 2 Fool coNrouR�� --- - _. `\ PLAN N ERS
4 -
PROPOSED 1 FOOT CONTOURwSP"�Y~_� - _. v_2... �+ SURVEYORS
£V.
PROPOSED 5 FOOT CONTOUR
_ Q
�- �� � �, �� v .128. �...�.. -�-' f��~-~� M O O R M AN , K I Z ER 8C REI
------------_- -- 1�3 ag W
155
SWALE "A" : 3:1 SLOPES, 6 BOTTOM
SWALE "B" - 3:1 SLOPES, 41-61 BOTTOM
SWALE "C": 3:1 SLOPES, 4 BOTTOM
SECTION FOUR, F & SIA"'
PROPERTY OF
BROL.ANCO
CARVERS CREEK TWP. CUMBERLAND CO., N.G.
SCALE: 1 „= 100' MAY 2011
GRAPHIC SCALE IN FEET
-100 0 100 200 300 400
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETiEV1LLE, N.G.
PHONE [phone] FAX [phone]
INC. SH: 3OF27

A
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/ 1 �p� s t + - " ` .{ � •.�' .r 1� � w ` / fir.,.
w I! t
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�1 1 � �,�� •tie � ��iM'. ,..�..,� ���y •� '�.�• � 4
• `.t'•....:.... '• .ice--. u+�• � ♦ � �'` � •
ry11� 'g/ \ \ C3. ay �,,n'1f.�'✓..'•YY•(.�•1 �ti] J •
1}I
" \ {
VICINITY MAP
All
EZ,
40
too
*1111111101
ME
AFNAFANIJ
WE E. FRANK III
STORM SEWER
NIS
SKIMMER'SASIN #8
C3 CATCH BANN
N JUNCTION BOX
.0 a STORM DROP INLET
63tO8 3t
Rim i33.fI9 132.49 THRIM
4 ` r
••`CONSTRUCTION LIMITS4INV. W IN E'116.24 111161 EL�V. Inv
:1� i..j..
BASINT Tr
WETLANDS
TION
STREET GRADE BREAK POINT
SEDIMENT CONSTRUCTION LIMITS DISTURBED AREA= 19.4 Ac
w 1 i I'...k •,1 •.a J�1��yt�2'.
WS8 STRUCTURE NUMBER DRAINAGE AREA=38.7 Ac. 18
P 0 1BLOCK GRAVEL INLET PROT.
� q'.r r.. 1�.� ti.ti5� 1•=moi:
BOTTOM
SEDIMENT FENCEWEIR
f. s • " s + .
RIPRAP OUTLET PROTECTION
0531 -64 -
STREET
DIVERSION
r
1116��*3
1. CONTRACTOR/DEVELOPER SHALL ADHERE TO ALL
NCDENR EROSION AND SEDIMENATION CONTROL RULES
AND PROCEDURES DURING CONSTRUCTION.
2. NO DISTURBING OF ANY WETLANDS OR BEYOND
THE CONSTRUCTION LIMITS WILL BE ALLOWED.
3. LOT GRADING AND SHAPING IS INVOLVED WITH
THIS PROJECT.
4. ALL SEDIMENT BASINS/TRAPS MUST. REMAIN IN
PLACE UNTIL ALL BUILDING IS COMPLETE AND LOTS
ARE BUILT OUT WITH ESTABLISHED GROUND COVER.
THE LOTS WHICH HAVE SEDIMENT TRAPS ON THEM
MUST RE THE FINAL LOTS WITHIN EACH DRAINAGE
AREA WHICH CAN BE BUILT ON. ONCE THESE LOTS
ARE NEAR COMPLETION, THE SEDIMENT BASINS CAN
BE FILLED IN. SEDIMENT FENCING FOR EACH LOT MUST
THEN PROTECT ALL DRAINAGE AREAS FROM THE
REMAINING BARE GROUND.
5. AFTER STREETS ARE COMPLETE, USE "GUTTER
BUDDIES" AROUND ALL CATCH BASINS UNTIL ALL
YARDS ARE COMPLETELY ESTABLISHED WITH SOLID
GROUND COVER.
6. ALL SEDIMENT (IF ANY) WITHIN THE STORM .
DRAINAGE PIPING SYSTEM MUST. BE FLUSHED INTO
THE SEDIMENT BASINS BEFORE TEMPORARY SEDIMENT
BASINS ARE REMOVED.
7. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
CUMBERLAND COUNTY AND CITY OF FAYETTEVILLE
STANDARDS AND SPECIFICATIONS.
8. SEE CONSTRUCTION SEQUENCE ON SHEET 5 OF 27
FOR ADDITIONAL REQUIREMENTS.
9. SEE SKIMMER BASIN SCHEDULE ON SHEET 5 OF 27.
SITE AREA = 54.668 ACRES (2,381,318 SQUARE FEET)
DISTURBED AREA = 45.9 ACRES (1`,999,970 SQUARE FEET)
PROJECT IS TRIBUTARY TO CARVERS CREEK (CAPE FEAR
BASIN, STREAM INDEX No. 18-24 (WS -IV, B WATERS)).
OUTLET PROTECTION SPECS. (Permanent Ponds)
yy� OUTLET O(CFS) D50 L W V THK PIPE INV. IN INV OUT
WS18 93.4 10" 26 30' 7.5 23" 48" 128.00 123.89
L� WS25 8.0 4" 10' 12' 2.5 12" 24" 160.00 156.00
CC 1 (2)90 11" 30' 16' 5.6 25" (2)54 " -- 126.42
RAP - D50
OUTLET PROTECTION SPECS. (Skimmer Sediment Basins)
OUTLET O(CFS) D50 L W V THK PIPE
1 18.1 5" 13 15' 5.3 12" 24"
2 19.1 5" 13' 15' 6.0 12" 24"
3 21.0 5" 13' 15 6.6 12" 24"
4 17.2 5" 13' 15' 5.4 12" 24"
5 11.1 4" 11' 13' 6.1 .9 18"
6 15.9 5" 13' 15' 5.0 12" 24
7 15.9 5" 13' 15' 5.0 12" 24"
8 10.5 4" 11' 13' 5.9 9" 18"
ER❑SI❑N & SEDIMENTATION CONTROL PLAN
FAIRFIEL FARMS.
SECTION FOUR
PROPERTY OF
B R LA N C 0
CARVERS CREEK TWP. CUMBERLAND CO., N.C.
SCALE: 1"= 100' MAY 2011
GRAPHIC SCALE IN FEET
-•100 0 100 206 300 400
DB -► DIVERSION BERM REQ. VOLUME=69,660 C.F. La,., _ _ _ __ _ : 2
ACT. VOLUME=155350 C.F. o° ENGINEERS 0 D MOORMAN KIZER & REITZEL, INC. 115 BROADFOOT' AVE. FAYETTEVILLE N.C.
SRC© ROCK CHECK. DAM � / '4t Zg �
- - - - - - - - DIMENSIONS=I20'x200'x8.5' `
_ _ _ _____________ ' PLANNERS PHONE [phone] FAX [phone]
- - - - - - - - WE
DETENTION POND/SEDIMENT
------ - - - ----- ��
- - - - - - - - - --- - --------- BASIN SURFACE AREA REQ:=33,150 S.F. ' 48 W
LOT GRASSING/MULCHING ACTUAL SURFACE. AREA=35,000 S.F.
SURVEYORS
1 89
MOORMAN,KIZER 8c REITZEL,INC. SH: 4OF2.7
PROXC'T.
t```,�SIISIIEffjf�''
FAIRFIEI..O FARMS
.
FINAL PLANS
• 9
q
SECTION FOUR
for
_ �
w
REVIEW
'-, �• NSE ' ��
f�''�,FS
DRAWN BY RON W.
CHECK® BY: JIMMY K.
M. K1Zti �,�•�'
DA's: 04/11- .
NO.
REVISIONS
BY
DACE:
f
1116��*3
1. CONTRACTOR/DEVELOPER SHALL ADHERE TO ALL
NCDENR EROSION AND SEDIMENATION CONTROL RULES
AND PROCEDURES DURING CONSTRUCTION.
2. NO DISTURBING OF ANY WETLANDS OR BEYOND
THE CONSTRUCTION LIMITS WILL BE ALLOWED.
3. LOT GRADING AND SHAPING IS INVOLVED WITH
THIS PROJECT.
4. ALL SEDIMENT BASINS/TRAPS MUST. REMAIN IN
PLACE UNTIL ALL BUILDING IS COMPLETE AND LOTS
ARE BUILT OUT WITH ESTABLISHED GROUND COVER.
THE LOTS WHICH HAVE SEDIMENT TRAPS ON THEM
MUST RE THE FINAL LOTS WITHIN EACH DRAINAGE
AREA WHICH CAN BE BUILT ON. ONCE THESE LOTS
ARE NEAR COMPLETION, THE SEDIMENT BASINS CAN
BE FILLED IN. SEDIMENT FENCING FOR EACH LOT MUST
THEN PROTECT ALL DRAINAGE AREAS FROM THE
REMAINING BARE GROUND.
5. AFTER STREETS ARE COMPLETE, USE "GUTTER
BUDDIES" AROUND ALL CATCH BASINS UNTIL ALL
YARDS ARE COMPLETELY ESTABLISHED WITH SOLID
GROUND COVER.
6. ALL SEDIMENT (IF ANY) WITHIN THE STORM .
DRAINAGE PIPING SYSTEM MUST. BE FLUSHED INTO
THE SEDIMENT BASINS BEFORE TEMPORARY SEDIMENT
BASINS ARE REMOVED.
7. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
CUMBERLAND COUNTY AND CITY OF FAYETTEVILLE
STANDARDS AND SPECIFICATIONS.
8. SEE CONSTRUCTION SEQUENCE ON SHEET 5 OF 27
FOR ADDITIONAL REQUIREMENTS.
9. SEE SKIMMER BASIN SCHEDULE ON SHEET 5 OF 27.
SITE AREA = 54.668 ACRES (2,381,318 SQUARE FEET)
DISTURBED AREA = 45.9 ACRES (1`,999,970 SQUARE FEET)
PROJECT IS TRIBUTARY TO CARVERS CREEK (CAPE FEAR
BASIN, STREAM INDEX No. 18-24 (WS -IV, B WATERS)).
OUTLET PROTECTION SPECS. (Permanent Ponds)
yy� OUTLET O(CFS) D50 L W V THK PIPE INV. IN INV OUT
WS18 93.4 10" 26 30' 7.5 23" 48" 128.00 123.89
L� WS25 8.0 4" 10' 12' 2.5 12" 24" 160.00 156.00
CC 1 (2)90 11" 30' 16' 5.6 25" (2)54 " -- 126.42
RAP - D50
OUTLET PROTECTION SPECS. (Skimmer Sediment Basins)
OUTLET O(CFS) D50 L W V THK PIPE
1 18.1 5" 13 15' 5.3 12" 24"
2 19.1 5" 13' 15' 6.0 12" 24"
3 21.0 5" 13' 15 6.6 12" 24"
4 17.2 5" 13' 15' 5.4 12" 24"
5 11.1 4" 11' 13' 6.1 .9 18"
6 15.9 5" 13' 15' 5.0 12" 24
7 15.9 5" 13' 15' 5.0 12" 24"
8 10.5 4" 11' 13' 5.9 9" 18"
ER❑SI❑N & SEDIMENTATION CONTROL PLAN
FAIRFIEL FARMS.
SECTION FOUR
PROPERTY OF
B R LA N C 0
CARVERS CREEK TWP. CUMBERLAND CO., N.C.
SCALE: 1"= 100' MAY 2011
GRAPHIC SCALE IN FEET
-•100 0 100 206 300 400
DB -► DIVERSION BERM REQ. VOLUME=69,660 C.F. La,., _ _ _ __ _ : 2
ACT. VOLUME=155350 C.F. o° ENGINEERS 0 D MOORMAN KIZER & REITZEL, INC. 115 BROADFOOT' AVE. FAYETTEVILLE N.C.
SRC© ROCK CHECK. DAM � / '4t Zg �
- - - - - - - - DIMENSIONS=I20'x200'x8.5' `
_ _ _ _____________ ' PLANNERS PHONE [phone] FAX [phone]
- - - - - - - - WE
DETENTION POND/SEDIMENT
------ - - - ----- ��
- - - - - - - - - --- - --------- BASIN SURFACE AREA REQ:=33,150 S.F. ' 48 W
LOT GRASSING/MULCHING ACTUAL SURFACE. AREA=35,000 S.F.
SURVEYORS
1 89
MOORMAN,KIZER 8c REITZEL,INC. SH: 4OF2.7

drawn by RSW/BGM
C�ieGi4ed : JMK, jr.
LEVEL PORTION CREST AND CONTROL SECTION reviewed JMK, jr.
APPROACH
CHANNEL t date 6/2011
::i;,ic�w:�C:1,:rN''.`2 "r,"i .�iht•.'•:��:stii:f` r�.v: •... Mh
u� ..+��` •�'• rte; .r. , �,'i'"'�•`• . �. ,..
BERM :v , EXIT SECTOR
ABILIZED � v
EMBANKMENT , Z
NOTE:
NEITHER THE LOCATION NOR
i ALIGNMENT OF THE CONTROL U
SECTION HAS TO COINCIDE
PLAN WITH THE CENTERLINE OF THE Z
DAM. g
W
WATER X -LENGTH OF V)
SURFACE EXIT CHANNEL
STAGE (HP) CONTROL SECTION U
MIN• 2% EXIT SECTOR
20' O
APPROACH LEVEL OR g L^ j t L,
ER 100'
CHANNEL GREAT�•t•,
PROFILE ALONG CENTERLINE Z
Ir LLI
Ld LL. ty_ O
CL
CROSS SECTION AT CONTROL SECTION M
LL
TYPICAL EXCAVATED EARTH SPILLWAY
NTS
CONSTRUCTION SPECIFICATIONS
W
1. Earthen spillways - Install the spillway In undisturbed soli to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation U
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to fr
cover the bottom and sides and extend onto the top of the dam for anchoring Lj
in a trench. The edges may be secured with 8 --inch staples or pars. The fabric >
must be long enough to.extend down the sloe and exit onto stable.ground Q
The width of the fabric must be one piece, not joined orspliced; otherwise. U
water can get under the fabric. If the length of the fabric Is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,.
may be used. The upper section(s) should overlap the lower seection($) so
that water cannot flow under the fabric. Secure the upper wile and sides
of the fabric in a trench with staples or pins. (Adapted from A Manual for
Designing, Installing and Maintolning Skimmer. Sediment Basins. February,
1959. S.W. t:airdoth & Son.).
4
a
.LJ
SKIMMER SEDIMENT BASIN #4 (w/2.5" Skimmer)
DRAINAGE AREA=5.4 Ac.
DISTURBED AREA=5.4 Ac.
TOP ELEV.=150.0
.BOTTOM ELEV.=146.5
WEIR ELEV.-148.5
10 YR. Q=17.2 CFS(6.36xO.5x5.4)
WEIR LENGTH=6'
REQ. VOLUME=9,720 C.F.
ACT. VOLUME=11,250 C.F.
DIMENSIONS=45'x125'x2.0'
SURFACE AREA REQ.=5,580 S.F.
ACTUAL SURFACE AREA=5,625 S.F.
SKIMMER SEDIMENT BASIN #8 (w/25' Skimmer)
DRAINAGE AREA=3.3 Ac. :o cv�� •��
DISTURBED AREA -3.3 Ac.
TOP ELEV.=134.0 ���'fr� :� ,+►��`����`
BOTTOM ELEV.=130.0
WEIR ELEV.=132.5
10 YR. Q='10,5 CFS(6.36xO,5x3.3) 0
p
WEIR LENGTH=6' PFr-) 0-)
REQ. VOLUME=5,940 C.F. 00
ACT. VOLUME -9,000 C.F. (D
DIMENSIONS=40'x9O'x2.5' Q
SURFACE AREA REQ.=3,412 S.F. 0 00
ACTUAL SURFACE AREA=3,600 S.F.Z -
O 0
Ln
O X ,5
NSfRltMON SCHEDULE O 0 �
-+�
Obtain all permits and plan approvals. m m 4
Stake and flag for clearing construction limas. N
Clear and grub only as needed for gravel construction entrance, sediment basins and perimeter sediment fencing and Ln O >, O
diversion berms/ditches. -- ?:) �S-_
Install detention basins 1 and 2 configured for use as Skimmer sediment basins. c-- Q_ LL_ [-
Install Temporary Skimmer Sediment Basiris, Graves Construction Entrances an perimeter diversion berms/ditcihes or
Silt ft;nces.
Obtain Certificate of Compliance from Erasion Corlixoi Inspector
Permanently jute mat/grass/mulch all basin back slopes & fill slopes.
Log, clear and grub site
Strip and stockpile topsoil as needed. to.
Begin rough grading streets, and lots.
As areas are brought to grade, construct all diversion berms/swales to direct runoff bD sediment basins or traps. Z
Continue and complete all rough grading. I=Nl
Install sanitary sewer. w
Install sborm drainage lines and outset protection aprons.
Construct all drainage structures, protecting with appropriate measures as areas are brought to subgrade or finished
grade.
Install water utilities, conduits,
Installation of power, gas utilities shall be by others. man
Fide grade streets for curb and gutter installation.
Install concrete curb and gutter.
Place roadway base and fine grade.
Initial lift of pavement installation.
Install modified inlet protection on all street inlets, either "gutter buddy' or as per detail (See Erosion Contrd Details).
Backfill curb & gutter and all landscaped areas with topsoil and fine grade.
Seed and mulch all disturbed area, or sod and landscape.
Cleanup and inspect site.
Contact Erosion Control Inspector to obtain approval of site.
Once site is approved, remove temporary skimmer basins, silt fence and temporary. perimeter diversion berms/ditches tit►
and stabilize any resulting bare soil areas with seed and mulch or sod.
Construction on individual lots will require individual erosion control plans and permits. r�r
When allowed by Erosion Control Inspector, the accumulated sediment in the permanent detention basins will be C
removed and disposed of in a lawful manner. The basins will be graded to the final configuration for use as a vvet Q
detention basin, the skimmer devices shall be removed, the vegetated shelf will be prepared and planted according to
the planting plan and all slopes shall be stabilized with permanent vegetation or riprap as shown on the plans.
Once all areas of the site have been Stabilized, remove any remaining temporary measure and contact Erosion Control
Inspector for final approval and permit closure.
scale HOR, Ir --40'
VERT. 1'-4'
book no.
6278, 6289,6290
SHEET
EROSION DETAILSINOTES 5 OF 27
SEDIMENT BASINS:
BAFFLES .
1. SITE PREPARATIONS - CLEAR, GRUB, AND STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO REMOVE
BAFFLE (TYP•)
TREES, VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. TO FACILITATE SEDIMENT CLEANOUT AND
CONSTRUCTION SPECIFICA?TON
SELECT FILL
RESTORATION, CLEAR THE POOL AREA OF ALL BRUSH, 'FREES. AND OTHER OBJECTIONABLE MATERIALS. STOCKPILE ALL
TOPSOIL OR Son. CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE
I. Grade the basin so that the bottom is level front to bark and side to side.
PLACED IN LAYERS
EMERGENCY
SPILLWAY
VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS SHOWN.
EARTHERN
2. Install posts or saw horses across the width of the sediment trap (Practice 6.62, Sediment
Fence).
AND COMPACTED
1O' (IN STABLE SOIL)
2. CUT --OFF TRENCH - EXCAVATE A CUT-OFF TRENCH ALONG THE CENTERLINE OF THE EARTH FILL EMBANKMENT. CUT EMBANKMENT
3. Steel posts should be driven to a depth of 24 inches, spaced a maximum of 4 feet apart,
MIN.
THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2 FEET DEEP. THE CUT --OFF TRENCH.
INLET ZONE and installed up the side of the basin as well. The top of the fabric should be6inches
TRASH
MUST EXTEND INTO BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE THE MINIMUM BOTTOM
35X OF SURFACE AREA higher than the invert of the spillway. Tops of bafflesshouid be2inches lower than the
RACK
WIDTH WiDE ENOUGH T4 PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT BUT IN NO CASE LESS THAN
top of the berms. Top
2 FEET. MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN. 1:1. COMPACTION REQUIREMENTS ARE THE SAME. AS
4. Install at least three rows of baffles between the inletandoutlet discharge point. Basins
3:1 1,5'
FREEBOARD MIN.
THOSE FOR THE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
less than 20 feet in length may use 2baffles.
5. When using posts, add a support wire or ropeaaoss the top of the measure to prevent
3. EMBANKMENT •- TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON THE PLANS. SCARIFY ARES ON WHICH
sagging•
#0:1
EMBANKMENT ST
EM13 MNVEGETATION
FILL IS TO BE PLACED BEFORE PLACING FILL. PLACE FILL MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS.
6. Wrap porous material, like jute backed by coir material, over a sawhorse or the top wire. S.A.
WITH
CONSTRUCT THE EMBANKMENT TO AN ELEVATION 10%, HIGHER THAN THE DESIGN HEIGHTTO TO ALLOW FOR SETTLING:
s,
Hammer rebar into the sawhorse legs for anchoring. The fabrieshould have Five to ten
4. CONDUIT SPILLWAYS SECURELY ATTACH THE RISER TO THE BARREL. OR BARREL STUB TO MAKE A WATERTIGHT
percent openings in the weave. Attach fabric to a rope and a support structure with zip
ties, wire oxstaples.
tc1
to
STRUCTURAL CONNECTION. SECURE ALL CONNECTION BETWEEN BARREL SECTIONS BY WATERTIGHT ASSEMBLIES. PLACE
THE BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL
7. The bottom and sides of the fabric should be anchored in a trench or pinned with 8 -inch Permanent. Pool
p
c>:
DISCHARGE CULVERT (SEE PLAN)
2:1 MIN.
SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTI -SEEP COLLARS. PLACE THE
erosion control matting staples 3:1
8. Do not splice the fabric, but use a continuous rete across the basin
p P
FILL MATERIAL AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT: CARE MUST BE
FIRST CHAMBER
TAKEN NOT TO. RAISE. THE PIPE FROM FIRM CONTACT WI7H ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE
25% OF SURFACE AREA MAINTENANCE Bottom EL
HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF HAND -COMPACTED BACKFILL OVER THE PIPES SPILLWAY BEFORE CROSSING IT EXISTING GRADE
Inspect baffles at least once a week and after each rainfall. Makeany required repairs
SECOND CHAMBER
ANTI -SEEP
WITH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE IN ACCORDANCE WITH THE SCHEDULE TO
PREVENT FLOTATION.. IN NO CASE SHOULD THE PIPE. CONDUIT BE INSTALLED BY CUTTING A :TRENCH THROUGH THE DAM
immediately.
'25% OF SURFACE AREA ANTI -FLOATATION
COLLAR
CUT-OFF TRENCH
AFTER THE EMBANKMENT IS COMPLETE.
Besure to maintain access to the baffles. Should the fabric of a baffle collapse, tear, decompose, CONCRETE 2500
2' DEEP
or become ineffective, replace itpromptly.
STABILIZED
5. EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL TO THE ELEVATIONS, GRADE,
OUTLET ZONE PSI MIDI (SEE
OUTLET '
AND DESIGN WIDTH AS SPECIFIED. OUTLET, CLASS I RIPRAP
Remove sediment deposits when it reaches half full to provide adequate storage volume for the
16%OF SURFACE AREA PLAN)
next rain and to reduce pressure on the baffles. Take care to avoid damaging the baffles during
(RIP -RAP)
6. INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE DIVERSIONS WITH OUTLET
cleanout. Sediment depth should never exceed half thedesigned storage depth
PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
5' CREST
EFFICIENCY
.WIDTH
After the contributing drainage area has been properly stabilized, remove all bafftematerials
bring
1 V /D 1 V L.7 J
��D M�AFT n�� Z�O�r ©A�+�� DETAIL ^-�� L
and unstable sediment deposlts, the area to grade, and stabilize it.
7. EROSION CONTROL -CONSTRUCT THE STRUCTURE SQ THAT THE DISTURBED AREA 15 MINIMIZED. DIVERT SURFACE
NTS
WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED: STABILIZE THE
EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY
IMMEDIATELY AFTER CONSTRUCTION.
SUPPORT ROPE
MAINTENANCE: TO WRE TO PRE--
SUPPORT POST
24' INTO BOTTOM
STAKE TO SUPPORT
CHECK SEDIMENT BASINS . AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO VENT .SAGGING
ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH,
OR SIDE
\
l
WIRE
WEIR VARIES
3:1 VARIES 3:1 (SEE PLAN} 3:1 VARIES
3:1
VARIES
2' VARIES VARIES
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING
i
Leve!
Level
Level
2:1
ev
l 2: 1
2: 1
AND SETTLEMENT. MAKE ALL NECESSARY REPPAiRS IMMEDIATELY, REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
RISER AND POOL AREA. .
TOP SEE PLAN
TOP
x€57 Slone
F e of weir k
oc -6 Th
S.A. (SEE PLAN) �
S. A.
PERM POOLa
o
COIR MESH OR. SIMILAR: STAPLED OR
PERM. POOL
S
ED INTO OM
TRE'!`iCH N O 60T'T OR SIDE
SEE PLAN
1. Assemble the skimmer following the manufacturers instructions, or as
desirFred
BAFFLE DETAIL
OTTOM 182.00
6" PV PI
BOTTOM
2. Lay the assembled skimmer on the bottom of the basin with the flexible
NOT 1�q SCALE
fi PVC PIPE Flat Grade
joint at the Inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the exoarated. pit or support. . Be sure to attach
a rope to the skimmer and anchor it to the aide of the basin. This will be used
to pull the ekknmer to the side for maintenance.
WEIR -- FRONT VIEW
WEIR
- SIDE VIEW
N.T.S.
N.T.S.
MAINIENAN
Inspect skimmer sediment basins at least weekly and after each significant
(one-half Inch or greater) rainfall event and repair immediately. Remove
sedaccumulatesluldto one-half the heightthe basin to tof the�firsal affee. dimensions� the Amer to
SKIMMER SEDIMENT BASIN #1 (w/2.5"Skimmer) SKIMMER SEDIMENT BASIN #2 (w/2.5' Skimmer)
SKIMMER SEDIMENT BASIN #3 (w/2.5"
Skimmer)
one aide. that the sediment underneath can be excavated. Excavate the
DRAINAGE AREA=7:7 Ac. DRAINAGE AREA=6.0 Ac.
DRAINAGE AREA=6.6 Ac.
from
sediment- frau the entire basin, not just around the skimmer or the first cell.
o
Make sure vegetation growing in the bottom of the basin does not hold down
DISTURBED AREA=5.7 Ac. DISTURBED AREA=6.0 AC.
DISTURBED AREA=6.6 Ac.
the skimmer.
If the skimmer Ts dogged with trash and there is water in the basin, usually `---
-
TOP ELEV.='162.0 TOP ELEV.=160.0
TOP ELEV.=143.5
jerking on the ropy will make the skimmer bob up and down and dislodge
BOTTOM ELEV.=157.5 BOTTOM ELEV.=156.5
BOTTOM ELEV.=140.0
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice Inside the
()' ORIFICE
WEIR ELEV.=160.5 WEIR ELEV.=958.5.
WEIR ELEV.=142.0
skimmer to see if It is dogged; If so remove the debris.
Mice
(See Plans for. Size)
10 YR. Q=18.1 CFS(6.36xO.5x5.0) 10 YR, Q=19.1 CFS(6.36x0.5x6.0)
10 YR. Q=21.0 CFS(6.36xO,5x6.6)
!f the skimmer arm or barn pipe is clogged, the can be removed and
the obstruction cleared with a plumbers snake or by flushing with water. Be
WEIR LENGTH=6' WEIR LENGTH=6'
WEIR LENGTH=6'
sure and replace the orifice before repositioning the skimmer..
REQ. VOLUME=10,260 C.F. REQ. VOLUME=10,800 C.F.
REQ. VOLUME =11,880 C.F.
Freezing weather can result In .1ce forming In the basin. Some speclai
PERSPECTIVE
precautions should. be takers in the winter to prevent the skimmer from
ACT. VOLUME=18,150 C.F. ACT. VOLUME=16,000 C.F.
ACT. VOLUME=15,125 C.F.
plugging with ice. VIEW .
NTS
DIMENSIONS=55'x110'x3.0' DIMENSIONS=40'x100'x2.0'(x2)
DIMENSIONS=45'x910',45'x90'(x2.0')
SURFACE AREA REQ.=5,882 S.F. SURFACE AREA REQ.=6,208 S.F.
SURFACE AREA REQ.=6,825 S.F.
ACTUAL SURFACE AREA=6,050 S.F. ACTUAL SURFACE AREA=6,300 S.F.
ACTUAL SURFACE AREA=7,100 S.F.
PVC VENT PIPE
SCHEDULE 40 PVC PiPE
PVC END.CAP PVC. ELBOW
WATER
SURFACE
SKIMMER SEDIMENT BASIN #5 (w/2.5" Skimmer) SKIMMER SEDIMENT BASIN #6 (w/2.5" Skimmer)
SKIMMER SEDIMENT BASIN #7 (w/2.5" Skimmer)
6*M SCHEDULE 40 Pvc. PIPE SURFACE
DRAINAGE AREA=3.5 Ac. DRAINAGE AREA=5.0 Ac:
DRAINAGE AREA=5.0 Ac.
DISTURBED AREA73.5 Ac. DISTURBED AREA=5.0 Ac.
DISTURBED AREA=5.0 Ac.
ORIFICE PLATE
TOP ELEV.=144.0 TOP ELEV.=141.0
TOP ELEV.=14'!.0
VC TM PVC
END CAP
BOTTOM ELEV.=140.0: BOTTOM ELEV.=137.0
BOTTOM ELEV.=137.0
FLESE
7°B LE "° pvc
WEIR. ELEV.=142.5 WEIR ELEV.=139.5
WEIR ELEV.=139.5
O- RISER PIPE
10 YR. Q=11.1 CFS(6.36x0:5x3.5) 10 YR. Q=15:9 CFS(6.36xO.5x5.0)
10 YR. Q=15.9 CFS(6.36xO.5x5.0)
ANGLE
WEIR LENGTH=6' WEIR LENGTH=6'
WEIR LENGTH=6'
REQ. VOLUME=6,300 C.F. REQ. VOLUME=9,000 C.F.
REQ. VOLUME=9,000 C.F.
ACT. VOLUME=10,125 C.F. ACT. VOLUME=15,125 C.F.
ACT. VOLUME=15,125 C.F.
DIMENSIONS=45'x99x2.5' DIMENSIONS=55'x110'x2.5'
DIMENSIONS=55'x110'x2.5'
FRONT END
VIEW
SURFACE AREA REQ.=3,608 S.F. SURFACE AREA REQ.=5,168 S.F.
SURFACE AREA REQ. =5,168 S.F.
NTS VIEW
ACTUAL SURFACE AREA=4,050 S.F. ACTUAL SURFACE AREA=6,050 S.F.
ACTUAL SURFACE AREA=6,050 S.F.
NTS
SKIMMER DETAILS
SQUARE CONCRETE ANTI -SEEP NOT TO SCALE
COLLAR. MINIMUM 2500 PSI
CONCRETE DIMENSIONS .AS SHOWN!
CO
SQUARE X 8" THICK.
-- _I.8"
THiCK
[
Z
t2"
3.
i. PLACE ANTI -SEEP COLLAR .
AS SPECIFIED IN PROFILE
4.
OR NO MORE. THAN 10' DOWN-
5.
STREAM OF THE CENTERLINE
OF THE EMBANKMENT.
6.
7.
8.
9.
10.
TYPICAL ANTI --SEEP COLLAR
11,
NTS
12,
13.
14.
AN11-VORTEX
15.
EXPANDED SHEET PLATES
METAL MESH
16.
17.
18.
19.
20,
TRASH RACK
21.
ANTI -VORTEX
PLATES
22.
23.
(See Plons for Size) TOP OF RISER ELEVATION
24.
RISER OVERFLOW
SET AT EMERGENCY SPILL-
25•
ELEV. (See Plans for.Elev) RISER PIPE
2' WAY ELEVATION.
26.
(See Plans for Size)
1'
27.
28.
3
29.
(See Plans for Size)
BARBELL INVERT
30.
_
OUT (See Plans for Invert)
18"
t '
...• . v
BARREL DISCHARGE PIPE (See Plans for Size)
,
NOTE:
See Plans for Size 1. BOTH RISER, BARREL AND TRASH RACK SHALL. BE
CONCRETE ANCHOR CORRUGATED ALUMINUM PIPE UNLESS OTHERWISE
NOTED
TYPICAL ALUMINUM SEDIMENT BASIN RISER (BASIN 2)
SEE SHEETS 23 & 24 FOR PERMANENT POND CONSTRUCTION DETAILS
drawn by RSW/BGM
C�ieGi4ed : JMK, jr.
LEVEL PORTION CREST AND CONTROL SECTION reviewed JMK, jr.
APPROACH
CHANNEL t date 6/2011
::i;,ic�w:�C:1,:rN''.`2 "r,"i .�iht•.'•:��:stii:f` r�.v: •... Mh
u� ..+��` •�'• rte; .r. , �,'i'"'�•`• . �. ,..
BERM :v , EXIT SECTOR
ABILIZED � v
EMBANKMENT , Z
NOTE:
NEITHER THE LOCATION NOR
i ALIGNMENT OF THE CONTROL U
SECTION HAS TO COINCIDE
PLAN WITH THE CENTERLINE OF THE Z
DAM. g
W
WATER X -LENGTH OF V)
SURFACE EXIT CHANNEL
STAGE (HP) CONTROL SECTION U
MIN• 2% EXIT SECTOR
20' O
APPROACH LEVEL OR g L^ j t L,
ER 100'
CHANNEL GREAT�•t•,
PROFILE ALONG CENTERLINE Z
Ir LLI
Ld LL. ty_ O
CL
CROSS SECTION AT CONTROL SECTION M
LL
TYPICAL EXCAVATED EARTH SPILLWAY
NTS
CONSTRUCTION SPECIFICATIONS
W
1. Earthen spillways - Install the spillway In undisturbed soli to the greatest
extent possible. The achievement of planned elevations, grade, design width,
and entrance and exit channel slopes are critical to the successful operation U
of the spillway. The spillway should be lined with laminated plastic or
impermeable geotextile fabric. The fabric must be wide and long enough to fr
cover the bottom and sides and extend onto the top of the dam for anchoring Lj
in a trench. The edges may be secured with 8 --inch staples or pars. The fabric >
must be long enough to.extend down the sloe and exit onto stable.ground Q
The width of the fabric must be one piece, not joined orspliced; otherwise. U
water can get under the fabric. If the length of the fabric Is insufficient for the
entire length of the spillway, multiple sections, spanning the complete width,.
may be used. The upper section(s) should overlap the lower seection($) so
that water cannot flow under the fabric. Secure the upper wile and sides
of the fabric in a trench with staples or pins. (Adapted from A Manual for
Designing, Installing and Maintolning Skimmer. Sediment Basins. February,
1959. S.W. t:airdoth & Son.).
4
a
.LJ
SKIMMER SEDIMENT BASIN #4 (w/2.5" Skimmer)
DRAINAGE AREA=5.4 Ac.
DISTURBED AREA=5.4 Ac.
TOP ELEV.=150.0
.BOTTOM ELEV.=146.5
WEIR ELEV.-148.5
10 YR. Q=17.2 CFS(6.36xO.5x5.4)
WEIR LENGTH=6'
REQ. VOLUME=9,720 C.F.
ACT. VOLUME=11,250 C.F.
DIMENSIONS=45'x125'x2.0'
SURFACE AREA REQ.=5,580 S.F.
ACTUAL SURFACE AREA=5,625 S.F.
SKIMMER SEDIMENT BASIN #8 (w/25' Skimmer)
DRAINAGE AREA=3.3 Ac. :o cv�� •��
DISTURBED AREA -3.3 Ac.
TOP ELEV.=134.0 ���'fr� :� ,+►��`����`
BOTTOM ELEV.=130.0
WEIR ELEV.=132.5
10 YR. Q='10,5 CFS(6.36xO,5x3.3) 0
p
WEIR LENGTH=6' PFr-) 0-)
REQ. VOLUME=5,940 C.F. 00
ACT. VOLUME -9,000 C.F. (D
DIMENSIONS=40'x9O'x2.5' Q
SURFACE AREA REQ.=3,412 S.F. 0 00
ACTUAL SURFACE AREA=3,600 S.F.Z -
O 0
Ln
O X ,5
NSfRltMON SCHEDULE O 0 �
-+�
Obtain all permits and plan approvals. m m 4
Stake and flag for clearing construction limas. N
Clear and grub only as needed for gravel construction entrance, sediment basins and perimeter sediment fencing and Ln O >, O
diversion berms/ditches. -- ?:) �S-_
Install detention basins 1 and 2 configured for use as Skimmer sediment basins. c-- Q_ LL_ [-
Install Temporary Skimmer Sediment Basiris, Graves Construction Entrances an perimeter diversion berms/ditcihes or
Silt ft;nces.
Obtain Certificate of Compliance from Erasion Corlixoi Inspector
Permanently jute mat/grass/mulch all basin back slopes & fill slopes.
Log, clear and grub site
Strip and stockpile topsoil as needed. to.
Begin rough grading streets, and lots.
As areas are brought to grade, construct all diversion berms/swales to direct runoff bD sediment basins or traps. Z
Continue and complete all rough grading. I=Nl
Install sanitary sewer. w
Install sborm drainage lines and outset protection aprons.
Construct all drainage structures, protecting with appropriate measures as areas are brought to subgrade or finished
grade.
Install water utilities, conduits,
Installation of power, gas utilities shall be by others. man
Fide grade streets for curb and gutter installation.
Install concrete curb and gutter.
Place roadway base and fine grade.
Initial lift of pavement installation.
Install modified inlet protection on all street inlets, either "gutter buddy' or as per detail (See Erosion Contrd Details).
Backfill curb & gutter and all landscaped areas with topsoil and fine grade.
Seed and mulch all disturbed area, or sod and landscape.
Cleanup and inspect site.
Contact Erosion Control Inspector to obtain approval of site.
Once site is approved, remove temporary skimmer basins, silt fence and temporary. perimeter diversion berms/ditches tit►
and stabilize any resulting bare soil areas with seed and mulch or sod.
Construction on individual lots will require individual erosion control plans and permits. r�r
When allowed by Erosion Control Inspector, the accumulated sediment in the permanent detention basins will be C
removed and disposed of in a lawful manner. The basins will be graded to the final configuration for use as a vvet Q
detention basin, the skimmer devices shall be removed, the vegetated shelf will be prepared and planted according to
the planting plan and all slopes shall be stabilized with permanent vegetation or riprap as shown on the plans.
Once all areas of the site have been Stabilized, remove any remaining temporary measure and contact Erosion Control
Inspector for final approval and permit closure.
scale HOR, Ir --40'
VERT. 1'-4'
book no.
6278, 6289,6290
SHEET
EROSION DETAILSINOTES 5 OF 27

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WAFER
UNDERSIDE
1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS, AND MAINS DAMAGED
S. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
DURING CONSTRUCTION (NO SEPARATE PAYMENT). THE CONTRACTOR SHALL
JMK, jr.
REPORT IMMEDIATELY ALL WATER MAIN AND LATERAL BREAKS TO PWC
A. INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS.
DISPATCHER AND TO THE OWNER'S REPRESENTATIVE AND SHALL INITIATE
LATERALS SHALL BE INSTALLED ADJACENT TO EXISTING SERVICE
IMMEDIATE REPAIRS TO PWC STANDARDS. CONTRACTOR SHALL NOT OPERATE
18" INSIDE RNV, (EXISTING SERVICE IS ACTIVE).
PWC WATER MAIN VALVES WITHOUT PWC APPROVAL AND SHALL COORDINATE ALL
5/2011
VALVE CLOSINGS WITH THE PWC. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF
B. TRANSFER EXISTING METER TO NEIN METER BOX AND TIE NEW WATER,
WITH WATER SYSTEM IN THE AREA $OAS TO LESSEN THE CHANCE OF SERVICE
LATERAL TO EXISTING DOMESTIC SERVICE. BLOW -OFF SERVICE AT HOSE BIBB
INTERRUPTION.
ON HOUSE ONLY IF EXISTING METER HAS NO LOOK VALVE OR IS INOPERABLE.
WHEN MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBB$ OR ANY OTHER
CORPORATION AT MAIN AND CLOSE CORPORATION TO ABANDON OLD SERVICE.
METHOD OF BLOW OFF WHICH ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS
(NO SEPARATE PAYMENT).
OR HIGH LEVELS OF CHLORINE TO PASS THRU RESIDENTS METERS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM IN A
ALLOWING "DIRTY" WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS
STREET OR VALVE TO VALVE, CUT OFF VALVE ON EXISTING SYSTEM AND
WA -n --.R HEATERS, STAINED CLOTHING, CLOGGED SCREENS, ETC.
ABANDON EXISTING MAINS AS INDICATED IN THE DETAILS.
3. WHERE PLANS INDICATE EXISTING WATER VALVE TOP/RIM AND INVERT, THE
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF
INVERT IS THE ELEVATION OF THE TOP OF THE VALVE OPERATING NUT.
UNSUITABLE EXISTING METER BOXES. SALVAGEABLE METER BOXES SHALL BE
DELIVERED TO PWC WAREHOUSE ON BELT BOULEVARD FAYETTEVILLE N.C.
4. DUE TO THE QUESTIONABLE INTEGRITY OF THE EXISTING WATER SYSTEM AS
RELATING TO NEW CONSTRUCTION, CONTRACTOR SHALL INSTALL NEW WATER AND
E. CONTRACTOR SHALL CHANGE OVER OLD METER TO NEW SERVICES OR
TRANSFER ALL SERVICES PRIOR TO BEGINNING SANITARY SEWER CONSTRUCTION.
INSTALL NEW METER FURNISHED BY PWC. SAME METER NUMBER SHALL BE
THIS MAY BE ACCOMPLISHED STREET BY STREET TO ALLOW SIMULTANEOUS
INSTALLED ON SAME ADDRESS AN01OR CUSTOMER.
WATT=R AND SEINER CONSTRUCTION. WATER SHALL BE INSTALLED UTILIZING A
.r:. SOLID LIQ
PWC APPROVED CUT -SHEET INDICATING WATER MAIN INSTALLATION DEPTH BELOW
ENGINEER SUPPLIED REFERENCE POINTS.
PUBLIC WORKS COMMISSION
FAYETTEVILLE, N.C.
PUBLIC WORKS COMMISSION NiO. DATE REVISION
WATER UTILITY NOTES FAYETTEVILLE, N.C.
1 JAN OS REVISED NOTE SA
SHEET NO. DWG. NO. W.1 DWG. BY: PWC WATER RESOURCES
1OF1 DATE: JAN. 01, 2011 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT
2011-W1 WATER UTILITY NOTES.
2011-W4 TIN METERBOX.dwg
METER BOX WITH NOTES: 1. ALL MATERIALS TO BE APPROVED BY
RECESSED AMR READING P.W.C.
LID SET 114" ABOVE GRADE 2. SERVICE LATERAL SIZE 1" IPS
VARIES POLYETHYLENE UNLESS OTHERWISE
SPECIFIED
3. SERVICE LATERAL INSTALLATION SHALL
PAVEMENT r I EQEQ. I I I O n BE APPROVED BY P.W.C.
': •_
N. CURB & GUTiEFt (?'� a z 4. WATER SERVICE LOCK VALVE TO BE
I 0: n-- LOCATED 18' FROM SANITARY SEWER
' o CLEAN OUT STACK WHEN INSTALLED
IN SAME DITCH.
5, WHEN INSTALLED INA PAVED AREA,
METER BOX TO BE SET 114" ABOVE
1" FULL PORT ANGLE BALL VALVE - FINISHED PAVEMENT GRADES AND
z WITH ONE OR TWO STEP STYLE -1 ::: PAVEMENT FEATHERED TO TOP OF BOX
COMPRESSION FOR IPS PE INLET- _ - TO PROVIDE DRAIN AWAY FROM BOX
i, 1" CC SINGLE AND FEMALE METER THREAD !- I I_I I III= _ I II I I- 6. C.I. METER BOXES SHALT. BE USED
cn STAINLESS STEEL SWIVEL NUT WITH LOCK. ALL IN TRAFFIC AREAS SEE W.48.
STRAP SADDLE INSERTS SHALL BE STAINLESS12" METER COUPLING7. PERIMETER SOLID CONCRETE BRICK
STEEL BASE WITH NO GAPS, DO NOT LAY
WITH %" FEMALE BRICK ON PIPE. SEE INSET A"
BALL CORPORATION STOP THREAD METER SWIVEL
WITH AWWA INLETS, ONE NUT X %" MIPT. 8. WHERE ASPHALT CURB OR STRIP
OR TWO STEP STYLEPAVEMENT EXIST, THE LOCATION OF
COMPRESSION FOR EPS PE, 1" x 7-112" SPACER FOR BOX SHALL BE AS DIRECTED BY PWC
WITH STAINLESS STEEL DOMESTIC SERVICE, REPRESENTATIVE
INSERTS• 1"x 103/4" SPACER FOR 9. DISTANCE FROM TOP OF LOOK VALVE
IRRIGATION SERVICE, OPERATING STEM TO TOP OF BOX
1" EPS POLYETHYLENE PIPE SPACER SHALL BE SHALL BE 8" MIN. TO 10" MAX.
P.E. 3406160 PSI/P.E. 3408 FURNISHED BY PWG:
200 PSI ASTM D1248 -TYPE fit 10. RESIDENTIAL METER BOX SHALL BE SET
ASTM D 335D355434 C BRICK METER. BOX BASE 18" FROM R/W TO CENTERLINE OF
rnWATE p SEE INSET A" METER BOX PERPENDICULAR TO THE RML.
TRACER WIRE 11. COMMERCIAL METER BOX
4�(DO NOT CONNECT TO 12 GA THHN TRACER LOCATION SHALL BE AS APPROVED
CORPORATION OR BANDS) WIRE EXTENDED INTO LESS REFETHAN 5R NOMFROM BLDG. TO ELDGE
[METER BOX 6" AND OF BOX).
WRAPPED AROUND 18 12. LATERAL SHALL BE CENTERED
D 2" SOLID BRICK METER BOX BASE LOCK VALVE EQ EQ ON LOT UNLESS OTHERWISE NOTED.
13, LATERAL SHALL NOT BE
BACK FILL BACK FILLED UNTIL INSPECTED BY
D BOTTOM PWC PROJECT COORDINATOR.
METER BOX ^ IE W 14. WATER MAIN AND LATERAL SHALL PASS
HYDROSTATIC, LEAKAGE AND
BRICK I OF BOX w STERILIZATION TESTS (200 PSI).
W1 15. BARB -TYPE FITTINGS ARE NOT
---- -41---- a"_y ACCEPTABLE
SECTION'A-P; SPACER SHALL BE 16. SHOULD IT BE NECESSARY TO CRIMP THE
BRICK METER BOX BASE ENTERED WATER SERVICE LATERAL, A FULL CIRCLE
INSET "A" PLAN IN METER BOX REPAIR CLAMP SHALL BE.PLACEDON THE
PUBLIC WORKS COMMISSION NO.DATE REVISION
PROPOSED 1"WATER SERVICE LATERAL FAYETTEVILLE, N.C.
1 MAY 05 VALVE CHANGE
SHEET ldp. DWG. NO.. W.,2 DWG. BY: PWO WATER RESOURCES 2 SEPI 05 VALVE CHANGE, ADD NOTE 16,
1OF1 DATE: JAN. 01, 2011 APPROVED BY: J.E.G: ENGINEERING DEPARTMENT 3 JULY 06 1 RESIZED METER COUPLING
TOP TO BE FLUSH WITH VALVE BOX PROTECTOR
FINISH GRADE AND LEFT RING SHALL BE PLACED WHERE NOTES:
EXPOSED VALVE IS LOCATED IN NON -
AREAS: SEE VALVE 1, ALL MATERIALS SHALT, BE IN ACCORDANCE
PAVEMENT BOX PROTECTOR RING DETAIL. WITH PWC STANDARDS.
4" min. 2. RESILIENT WEDGE GATE VALVE SHALL BE AS
3000 PSI POURED 12" TU4"T
6" max. MANUFACTURED BY MUELLER CORP.,
IN PLACE
CONCRETE }+--- --ry RACER WIRE1 1 AMERICAN DARLING Oft CLOW CORP.
2'min' @3. ALL VALVES SHALL HAVE 2" SQUARE
GRADE Ia=: pA'.� �) I I� OPERATING NUT AND SHALL OPEN
COUNTERCLOCKWISE.
-I [ 1=1 11= I I
'--III-
- 4' �°�'•'• r ��'�• ' ' °' _ CONCRETE COLLAR _
4. VALVE S8F0SD1.Y
, BONNET AND GATE SHALL B
E
7 7: - BE PLACED IN ACCORDANCE WITH AWWA C 500515I II I-WHERVALVSNA
V'FIC AREA.
5. VALVE BODY AND BONNET SI•WLL BE
VALVE BOXCOATED ON ALL INTERIOR AND EXTERIOR
F -W ? I SEE DETAIL SURFACES WITH A FUSION BONDED EPDXY
NCDOT CONCRETE I I- --I! I i ---I i I 1N ACCORDANCE WITH AWWA C55030.
I -]III-{ 1 =III -I BRICK (4 REQUIRED -_III-I --I ! I ----III-
=I I I -I I -III=III- :III-) I I= I I -III- 6. ALL VALVES 24" AND SMALLER SHALL HAVE
@ EACH SECTION.)
{ [ A SAFE WORKING PRESSURE OF 250 PSI.
-III . I -III MIN. 12 GAUGE, SINGLET -I I ISI I I: 7. SEE VALVE BOX DETAIL FOR ADDITIONAL
STRAND, COATED COPPER INFORMATION.
-I- . TRACER WIRE (SHALL BE I-- S. SEE VALVE BOX PROTECTOR RING DETAIL
IIF III --- -1 I I -I 1 INSTALLED BETWEEN I -I =1 -III-III: t VALVES AND SHALL BE FOR ADDITIONAL INFORMATION.
_
I- - - L I I- INSTALLED ON ALL NON - �- - 9. VALVE BOX SECTIONS ARE REQUIRED. THE
. METALLIC PIPELINES.) USE OF PIPE IN LIEU OF VALVE BOX
WATER SPLICES SHALL BE yyA7ER SECTIONS SHALL NOT BE PERMITTED.
ALV MAIN PPROVED BY THE PWC ALV MAIN
PROJECT COORDINATOR.
-f 11=1 I I 11"-"" 1 I I= T1 11=I 1_:71 1 1=14 11=1 f 1=
VALVE IN TRAFFIC AREA VALVE IN NON -TRAFFIC AREA
LAST S4VED:6/2/2011 11:28 AM LAST PLOTTED: 8/2/2011 11:32 AM PLOTTED BY. Ron Williams FILENAME: G:\CURRENT JOBS\BROLANCO CORPORA TION\98-1702-01 FAIRFIELD FARM - FUTURE SECTIONS\ PLANS\ NEXT SECTION\MASTER. DWG
NOTES:
1. ALL MATERIALS SHALL BE APPROVED BY
PWC. SEE DWG, WA SHT 2 OF 2 FOR
METER BOX LID DETAIL.
2. METER BOX SHALL NOT BE LOCATED
WHERE H-20 LOADINGS CAN IMPACT BOX
OR COVER.
3. FOR 1" WATER LATERAL INSTALLATION
SEE PWC DETAIL W:2
4. DIMS * Y6 U.N.O.
I TOP VIEW 11
ELEVATION (D ELEVATION `.J
ELEVATION VIEW
PUBLIC WORKS COMMISSION NO. DATE REVISION
1 -INCH METER BOX DETAILS FAYETTEVILLE, N.C. 1 3110 CMANGEDBOX DIMENSIONS
DWG, NO, WA DWG. BY: PWC
sHEET NO. WATER RESOURCES
I OF2 DATE; JAN.01,2011 APPROVEDBY: J.E.G. ENGINEERING DEPARTMENT
2011-W4 I IN METERBOX.dwg
7'51'6 NOTES:
1. VALVE BOX SHALL BE 3 PART SLID -TYPE
MANUFACTURED BY ALABAMA PIPE CO.,
Arg,
E--y©QACHAPMAN VALVE CO., COLOMBIAN IRON
VWORKS, R.D. WOOD CO.OR APPROVED
EQUAL.
�oDoQ 2. VALVE BOX SHALL BE 3 -PIECE CLOSE
5.3/4 Q GRAINED CAST IRON SLIP -TYPE VALVE BOX
1 WITH A MINIMUM THICKNESS OF 3116".
SECTION "A A' PLAN 3. VALVE BOX SHALL HAVE RAISED LETTERS
'WATER" CAST INTO COVER.
5-1I4" DROP LID
4.VALVE SECTION THRU WHICH 114 DRILLEDX SHALL HAVE 3/6"HOLE,
9" 5,314'' INiOP 1/2"
7-518" GALVANIZED BOLT SHALL BE USED TO
/ " SECURE A MINIMUM 12 GAUGE, SINGLE
7 3I8' STRAND, COATED COPPER TRACER WIRE
8" FOR NON-FERROUS PIPE. A 1/2" WASHER
DROP LID SHALL BE USED BETWEEN NUT AND INSIDE
OF BOX. TIGHTEN HAND TIGHT.
r, --- 5. SCREW TYPE VALVE BOXES ARE NOT
{ min. ACCEPTABLE.
UNDERSIDE
TOP VIEW
AMR MOUNT
H S
JMK, jr.
reviewed
JMK, jr.
00000000000000000000000000000000
5/2011
(�00000000
F000,,i
C.?
0
p�Owa1EER
OQOp0�0
IIS
16-7/16"
15-7/16"
SIDE VIEW
60
C0
.r:. SOLID LIQ
1 -INCH METER BOX LID
PUBLIC WORKS COMMISSION
FAYETTEVILLE, N.C.
NO.
DATE
REVISION
��//
LJ.
.�►
1
7107
REVISED LID
SHEET NO,
DWG. NO. W4
DWG. BY: PWC
WATER RESOURCES.
I
3110
CHANGED BOX & LID DIMENSIONS
DATE-, JAN. 01, 2011
APPROVEDBv: J.E,G.
EZ
O
20F2
ENGINEERING DEPARTMENT
2011-W4 TIN METERBOX.dwg
METER BOX WITH NOTES: 1. ALL MATERIALS TO BE APPROVED BY
RECESSED AMR READING P.W.C.
LID SET 114" ABOVE GRADE 2. SERVICE LATERAL SIZE 1" IPS
VARIES POLYETHYLENE UNLESS OTHERWISE
SPECIFIED
3. SERVICE LATERAL INSTALLATION SHALL
PAVEMENT r I EQEQ. I I I O n BE APPROVED BY P.W.C.
': •_
N. CURB & GUTiEFt (?'� a z 4. WATER SERVICE LOCK VALVE TO BE
I 0: n-- LOCATED 18' FROM SANITARY SEWER
' o CLEAN OUT STACK WHEN INSTALLED
IN SAME DITCH.
5, WHEN INSTALLED INA PAVED AREA,
METER BOX TO BE SET 114" ABOVE
1" FULL PORT ANGLE BALL VALVE - FINISHED PAVEMENT GRADES AND
z WITH ONE OR TWO STEP STYLE -1 ::: PAVEMENT FEATHERED TO TOP OF BOX
COMPRESSION FOR IPS PE INLET- _ - TO PROVIDE DRAIN AWAY FROM BOX
i, 1" CC SINGLE AND FEMALE METER THREAD !- I I_I I III= _ I II I I- 6. C.I. METER BOXES SHALT. BE USED
cn STAINLESS STEEL SWIVEL NUT WITH LOCK. ALL IN TRAFFIC AREAS SEE W.48.
STRAP SADDLE INSERTS SHALL BE STAINLESS12" METER COUPLING7. PERIMETER SOLID CONCRETE BRICK
STEEL BASE WITH NO GAPS, DO NOT LAY
WITH %" FEMALE BRICK ON PIPE. SEE INSET A"
BALL CORPORATION STOP THREAD METER SWIVEL
WITH AWWA INLETS, ONE NUT X %" MIPT. 8. WHERE ASPHALT CURB OR STRIP
OR TWO STEP STYLEPAVEMENT EXIST, THE LOCATION OF
COMPRESSION FOR EPS PE, 1" x 7-112" SPACER FOR BOX SHALL BE AS DIRECTED BY PWC
WITH STAINLESS STEEL DOMESTIC SERVICE, REPRESENTATIVE
INSERTS• 1"x 103/4" SPACER FOR 9. DISTANCE FROM TOP OF LOOK VALVE
IRRIGATION SERVICE, OPERATING STEM TO TOP OF BOX
1" EPS POLYETHYLENE PIPE SPACER SHALL BE SHALL BE 8" MIN. TO 10" MAX.
P.E. 3406160 PSI/P.E. 3408 FURNISHED BY PWG:
200 PSI ASTM D1248 -TYPE fit 10. RESIDENTIAL METER BOX SHALL BE SET
ASTM D 335D355434 C BRICK METER. BOX BASE 18" FROM R/W TO CENTERLINE OF
rnWATE p SEE INSET A" METER BOX PERPENDICULAR TO THE RML.
TRACER WIRE 11. COMMERCIAL METER BOX
4�(DO NOT CONNECT TO 12 GA THHN TRACER LOCATION SHALL BE AS APPROVED
CORPORATION OR BANDS) WIRE EXTENDED INTO LESS REFETHAN 5R NOMFROM BLDG. TO ELDGE
[METER BOX 6" AND OF BOX).
WRAPPED AROUND 18 12. LATERAL SHALL BE CENTERED
D 2" SOLID BRICK METER BOX BASE LOCK VALVE EQ EQ ON LOT UNLESS OTHERWISE NOTED.
13, LATERAL SHALL NOT BE
BACK FILL BACK FILLED UNTIL INSPECTED BY
D BOTTOM PWC PROJECT COORDINATOR.
METER BOX ^ IE W 14. WATER MAIN AND LATERAL SHALL PASS
HYDROSTATIC, LEAKAGE AND
BRICK I OF BOX w STERILIZATION TESTS (200 PSI).
W1 15. BARB -TYPE FITTINGS ARE NOT
---- -41---- a"_y ACCEPTABLE
SECTION'A-P; SPACER SHALL BE 16. SHOULD IT BE NECESSARY TO CRIMP THE
BRICK METER BOX BASE ENTERED WATER SERVICE LATERAL, A FULL CIRCLE
INSET "A" PLAN IN METER BOX REPAIR CLAMP SHALL BE.PLACEDON THE
PUBLIC WORKS COMMISSION NO.DATE REVISION
PROPOSED 1"WATER SERVICE LATERAL FAYETTEVILLE, N.C.
1 MAY 05 VALVE CHANGE
SHEET ldp. DWG. NO.. W.,2 DWG. BY: PWO WATER RESOURCES 2 SEPI 05 VALVE CHANGE, ADD NOTE 16,
1OF1 DATE: JAN. 01, 2011 APPROVED BY: J.E.G: ENGINEERING DEPARTMENT 3 JULY 06 1 RESIZED METER COUPLING
TOP TO BE FLUSH WITH VALVE BOX PROTECTOR
FINISH GRADE AND LEFT RING SHALL BE PLACED WHERE NOTES:
EXPOSED VALVE IS LOCATED IN NON -
AREAS: SEE VALVE 1, ALL MATERIALS SHALT, BE IN ACCORDANCE
PAVEMENT BOX PROTECTOR RING DETAIL. WITH PWC STANDARDS.
4" min. 2. RESILIENT WEDGE GATE VALVE SHALL BE AS
3000 PSI POURED 12" TU4"T
6" max. MANUFACTURED BY MUELLER CORP.,
IN PLACE
CONCRETE }+--- --ry RACER WIRE1 1 AMERICAN DARLING Oft CLOW CORP.
2'min' @3. ALL VALVES SHALL HAVE 2" SQUARE
GRADE Ia=: pA'.� �) I I� OPERATING NUT AND SHALL OPEN
COUNTERCLOCKWISE.
-I [ 1=1 11= I I
'--III-
- 4' �°�'•'• r ��'�• ' ' °' _ CONCRETE COLLAR _
4. VALVE S8F0SD1.Y
, BONNET AND GATE SHALL B
E
7 7: - BE PLACED IN ACCORDANCE WITH AWWA C 500515I II I-WHERVALVSNA
V'FIC AREA.
5. VALVE BODY AND BONNET SI•WLL BE
VALVE BOXCOATED ON ALL INTERIOR AND EXTERIOR
F -W ? I SEE DETAIL SURFACES WITH A FUSION BONDED EPDXY
NCDOT CONCRETE I I- --I! I i ---I i I 1N ACCORDANCE WITH AWWA C55030.
I -]III-{ 1 =III -I BRICK (4 REQUIRED -_III-I --I ! I ----III-
=I I I -I I -III=III- :III-) I I= I I -III- 6. ALL VALVES 24" AND SMALLER SHALL HAVE
@ EACH SECTION.)
{ [ A SAFE WORKING PRESSURE OF 250 PSI.
-III . I -III MIN. 12 GAUGE, SINGLET -I I ISI I I: 7. SEE VALVE BOX DETAIL FOR ADDITIONAL
STRAND, COATED COPPER INFORMATION.
-I- . TRACER WIRE (SHALL BE I-- S. SEE VALVE BOX PROTECTOR RING DETAIL
IIF III --- -1 I I -I 1 INSTALLED BETWEEN I -I =1 -III-III: t VALVES AND SHALL BE FOR ADDITIONAL INFORMATION.
_
I- - - L I I- INSTALLED ON ALL NON - �- - 9. VALVE BOX SECTIONS ARE REQUIRED. THE
. METALLIC PIPELINES.) USE OF PIPE IN LIEU OF VALVE BOX
WATER SPLICES SHALL BE yyA7ER SECTIONS SHALL NOT BE PERMITTED.
ALV MAIN PPROVED BY THE PWC ALV MAIN
PROJECT COORDINATOR.
-f 11=1 I I 11"-"" 1 I I= T1 11=I 1_:71 1 1=14 11=1 f 1=
VALVE IN TRAFFIC AREA VALVE IN NON -TRAFFIC AREA
LAST S4VED:6/2/2011 11:28 AM LAST PLOTTED: 8/2/2011 11:32 AM PLOTTED BY. Ron Williams FILENAME: G:\CURRENT JOBS\BROLANCO CORPORA TION\98-1702-01 FAIRFIELD FARM - FUTURE SECTIONS\ PLANS\ NEXT SECTION\MASTER. DWG
NOTES:
1. ALL MATERIALS SHALL BE APPROVED BY
PWC. SEE DWG, WA SHT 2 OF 2 FOR
METER BOX LID DETAIL.
2. METER BOX SHALL NOT BE LOCATED
WHERE H-20 LOADINGS CAN IMPACT BOX
OR COVER.
3. FOR 1" WATER LATERAL INSTALLATION
SEE PWC DETAIL W:2
4. DIMS * Y6 U.N.O.
I TOP VIEW 11
ELEVATION (D ELEVATION `.J
ELEVATION VIEW
PUBLIC WORKS COMMISSION NO. DATE REVISION
1 -INCH METER BOX DETAILS FAYETTEVILLE, N.C. 1 3110 CMANGEDBOX DIMENSIONS
DWG, NO, WA DWG. BY: PWC
sHEET NO. WATER RESOURCES
I OF2 DATE; JAN.01,2011 APPROVEDBY: J.E.G. ENGINEERING DEPARTMENT
2011-W4 I IN METERBOX.dwg
7'51'6 NOTES:
1. VALVE BOX SHALL BE 3 PART SLID -TYPE
MANUFACTURED BY ALABAMA PIPE CO.,
Arg,
E--y©QACHAPMAN VALVE CO., COLOMBIAN IRON
VWORKS, R.D. WOOD CO.OR APPROVED
EQUAL.
�oDoQ 2. VALVE BOX SHALL BE 3 -PIECE CLOSE
5.3/4 Q GRAINED CAST IRON SLIP -TYPE VALVE BOX
1 WITH A MINIMUM THICKNESS OF 3116".
SECTION "A A' PLAN 3. VALVE BOX SHALL HAVE RAISED LETTERS
'WATER" CAST INTO COVER.
5-1I4" DROP LID
4.VALVE SECTION THRU WHICH 114 DRILLEDX SHALL HAVE 3/6"HOLE,
9" 5,314'' INiOP 1/2"
7-518" GALVANIZED BOLT SHALL BE USED TO
/ " SECURE A MINIMUM 12 GAUGE, SINGLE
7 3I8' STRAND, COATED COPPER TRACER WIRE
8" FOR NON-FERROUS PIPE. A 1/2" WASHER
DROP LID SHALL BE USED BETWEEN NUT AND INSIDE
OF BOX. TIGHTEN HAND TIGHT.
r, --- 5. SCREW TYPE VALVE BOXES ARE NOT
{ min. ACCEPTABLE.
6. DIMENSIONS SHOWN ARE FOR INFORMATION
GI 31. SC E IN F T ONLY AND VARY BASED UPON THE
-40 G 44 W 80 120 160 MANUFACTURER.
►i►stl��ts
7, VALVE BOX SECTIONS ARE REQUIRED. THE
w USE OF PIPE IN LIEU OF VALVE BOX
TOP SECTIONS SHALL NOT BE PERMITTED. /> r
At s SECTION d .
8. TRACING WIRE SHALL BE INSTALLED
OUTSIDE OF BOX. O us
ki I I-- ====I
BOTTOM rrf ��rt�� R►4►i�����`,`w
SECTION
8"
6-12"
10-1/4' I
9 12" Q r --
TOP SECTION BOTTOM t1r) 0
OO
VALVE BOX PUBLIC WORKS COMMISSION NO. DATE REVISION cN In
N.T.S. FAYETTEVILLE, N.C. 1 7109 ADDED NOTES 7,8&CLARIFIED NOTES
Q d- d 00
SHEET NO. DWG. NO. W.7 DWG, BY: PWD WATER RESOURCES
IOF1 DATE: JAN. 01, 2011 APPROVED BY: J.E.G. I ENGINEERING DEPARTMENT --
2011 W7 VALVEBOXAM 0
0
I I (D X .� "
2011-W13 FHCC.dwg WATER DETAILS 17 OF 27
drawn by RSW/BGM
checked
JMK, jr.
reviewed
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date
5/2011
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6. DIMENSIONS SHOWN ARE FOR INFORMATION
GI 31. SC E IN F T ONLY AND VARY BASED UPON THE
-40 G 44 W 80 120 160 MANUFACTURER.
►i►stl��ts
7, VALVE BOX SECTIONS ARE REQUIRED. THE
w USE OF PIPE IN LIEU OF VALVE BOX
TOP SECTIONS SHALL NOT BE PERMITTED. /> r
At s SECTION d .
8. TRACING WIRE SHALL BE INSTALLED
OUTSIDE OF BOX. O us
ki I I-- ====I
BOTTOM rrf ��rt�� R►4►i�����`,`w
SECTION
8"
6-12"
10-1/4' I
9 12" Q r --
TOP SECTION BOTTOM t1r) 0
OO
VALVE BOX PUBLIC WORKS COMMISSION NO. DATE REVISION cN In
N.T.S. FAYETTEVILLE, N.C. 1 7109 ADDED NOTES 7,8&CLARIFIED NOTES
Q d- d 00
SHEET NO. DWG. NO. W.7 DWG, BY: PWD WATER RESOURCES
IOF1 DATE: JAN. 01, 2011 APPROVED BY: J.E.G. I ENGINEERING DEPARTMENT --
2011 W7 VALVEBOXAM 0
0
I I (D X .� "
2011-W13 FHCC.dwg WATER DETAILS 17 OF 27

NOTES:
NOMINAL
PIPE SIZE
WEDGES
QUANTITY
1. ALL MATERIALS SHALL 4, BLOW OFF ASSEMBLY NOT
PRESS
RATING
6"
BE APPROVED BY PWC TO BE RE -USED UNLESS
6
350
APPROVED BY PWC,
4
6
2, WHEN INSTALLED IN A
12"
8
PAVED AREA METER BOX 5, REMOVE ENTIRE ASSEMBLY
350
j
SHALL BE SET 114" ABOVE FROM BELL OF WATER MAIN
CONCRETE THRUST BLOCK .
8.
FINISHED PAVEMENT PIPE WHEN EXTENDING THE
6" max.
GRADE AND PAVEMENT MAIN
INSTALLED ON SEWER FORCE
FEATHERED TOTOPOF
C.I.
SLIP TYPE RACERWIRE
VALVE BOX T
SLIP, PE C.I.
BOX
BLOCK
VALVE BOX
3 .METER BOX AND VALVE
FLANGE
FLANGE
SOX SHALL BE IN
ACCORDANCE WITH PWC
2' SCHED 80 PVC - -�
BRICK
DETAILS
90' ELBOW
I
I
ASPHALT
5.) IF SAC -CRETE IS USED, MIXING
COMPACTED SOIL (TYP)
18"
a 2" SDR 21 PVC
d
SLOTTED VALVE BOX
MUST BE ON SITE UTILIZING A
- TAPPED 2"
.0
FITS ON TOP OF 2" PIPE
.
SLOTTED VALVE BOX
2" SLIP ON CAP
BRICK TO BE PLACED UNDER PIPE
FITS ON TOP OF 2" PIPE
CLARIFICATION OF CONSTRUCTION
0 2" BRASS F.I.Px PACK
2" rni, @
�1
6.) NO CONCRETE SHALL BE
;r
2" PVC SDR21 WATER PIPE
THRUST
BLOCK
JOINT FOR PVC
PLACED ON BOLTS. WRAP
�2"
FINAL GRADE T -;:z
BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
4" rrin.
2.0 BRASS NIPPLE (12")
BRASS NIPPLE SHALL BE SCH 80
ADAPTOR
2"0 BRASS BALL VALVE
x PACK JOINT FOR PVC
2'0 BRASS NIPPLE (12")
ADAPTOR
U.
max.
VARIABLE SIZE WATER MAIN
2"0 BRASS NIPPLE (12")
2" BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
2" MAIN LINE VALVE
VARIABLE SIZE MAIN
�6"
2" VALVE INSTALLATION
PUBLIC WORKS COMMISSION
METER BOX
12" BRASS NIPPLE
DATE
CONCRETE THRUST
CONCRETE COLLA R
FAYETTEVILLE, N.C.
SHALL BE APPROVED BY PWC PROJ.
BLOCK, PER PWC
IN PAVED AREAS
ADDED NOTE ON CONC. COLLAR
SHEET NO.
DWG' NO, W 15A
DWG- BY' Pm
WATER RESOURCES
DETAIL W.17
CONC.PROTECTOR ROTECTOR
1 OF
DATE: JAN, 01, 2011
APPROVE=jEG
ENGINEERING DEPARTMENT
2" BALL VALVE
9.) USE OF RESTRAINED JOINT DUCTILE
RING IN NON TRAFFIC
AREAS. (SEE VALVE
BOX DETAIL W.7)
CONDITIONS DO NOT ALLOW THE USE
OF THRUST BLOCKS
' •� ''
6" BRASS NIPPLE
12" MJ SLEEVE
BRICK
TRACER WIRE
RESTRAINED USING RESTRAINED
2"SDR:21 PVC
WATER
- CONCRETE
JOINT DUCTILE IRON PIPE.
2" BALL VALVE
MAIN
SHALL BE KEPT
CLEAR OF PIPE
6" BRASS NIPPLE
SURFACES
JOINTS(TYP.)
IF MAKING WET
SLOTTED
2" SCHED 80
UNDISTURBED
CROSS
TAP SEE DETAIL
VALVE BOX
TEE
PVC 90' ELBOW
WA 58
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
WMAINRX2"
DETAIL
FAYETTEVILLE, N.C.
TAPPING
SADDLE
2 BRASS F.I.Px PACK
MJ PLUG .
JOINT FOR PVC
JAN05
TO BE REMOVED
SHEET NO. DWG.
ADAPTOR
DWG. BY: PWC
WHEN EXTENDING
WATER RESOURCES
2" BRASS NIPPLE
MAIN
SEPT 05
X2" TAPPING SADDLE
CONCRETE THRUST BLOCK
JAN. 01, 2011
2" BLOW OFF
J.E.G.
PUBLIC WORKS COMMISSION
NO
DATE
REVISION
(N.T.S)
FAYETTEVILLE, N.C.
INS
1
8106
CHANGED FITTINGS TO SCHED 80
SHEETNO.
DWG. NO. W.15
DWG. BY: PWC
WATER RESOURCES
jzopw m%
2
11106
REVISED CONFIGURATION
1OF1
DATE: JAN. 01, 2011
APPROVED BY: J.E.G;
ENGINEERING DEPARTMENT
POINT OF 0900 OR Of PIPE
TRANSITION TO DI PIPE (IYP)
Q Q UNRESTRAINEDATJOINT
RW
LR TEE
ma. . . 1. . .
0 A A SECTION "B -B"
[]
LR VALVE L ALVE
co W
SIDE VIEW FRONT VIEW SECTION "A -A'
n RESTRAIN M.J. JOINTS
IRON RETAINING GLAND M.J. RESTRAINT
NOMINAL
PIPE SIZE
WEDGES
QUANTITY
BOLTS
QUANTITY
PRESS
RATING
6"
3
6
350
8"
4
6
350
12"
8
8
350
Uj
LWIAPPROVED
RESTRAINT TYPICAL.
� � a
-' M.J. GATE VALVE WITH
w APPROVED RESTRAINT
R* enG cuntnrnt � iz ��" yuan na
LR (MIN. LENGTH OF RESTRAINT EACH DIRECTION OF THRUST IN LINEAR FEET)
Based on 200 psig pressure, Safety Factor of 2.0:1, BARE DI PIPE AND ML Soil, 3.5 cover
Chart does not apply to pi poswrappedinpo
th ne wra
PIPE VALVES 90"
45' ELBOW 22-1!2' REDUCER
SIZE DEAD ENDS
INDICATED SHALL REQUIRE ALL JOINTS
TEES ELBOWS
& CROSSES ELBOWS
6" 55' 31"
13" T 8"X2" 67
8" 72' 4(Y
17 S' 8`X6" 30
12" 102' 5T
24' 12' 12"X8" 54'
2011-W15 2 BLOWOFF.dwg
M.J. TEE WITH
-APPROVED RESTRAINT
axe)_
TEE
POINT OF DI PIPE TRANS11IONTO
C900 OR D1 PIPE (TYP)
ALL DI PIPE BETWEEN FITTING AND
VALVE SHALL BE RESTRAINED ALL
%-DIRECTIONS.
M.J. GATE VALVE WITH
APPROVED RESTRAINT
(TYP)
---DUCTILE IRON PIPE (rYP)
i RESTRAIN M.J. JOINTS WITH
RESTRAINED JOINT DETAIL FOR TYPICAL TEE INTERSECTION
4 WAY INTERSECTION SIMILARLY RESTRAINED
NOTES:
PAVED AREAS CONC.
1.) THRUST RESTRAINT SHALL BE
5.) THE MINIMUM LENGTH OF RESTRAINT
INSTALLED ON DUCTILE IRON WATER
INDICATED SHALL REQUIRE ALL JOINTS
OMTRIBUTION LINES 6" THRU 12"
WITHIN THE LR DISTANCE TO BE
DIAMETER IN THE MANNER SHOWN..
RESTRAINED.
SEE PWC STANDARD THRUST BLOCK
DETAIL W.17 FOR PVC RESTRAINT.. 6.) RESTRAINT SYSTEM SHALL
CO L� BE INSPECTED AND APPROVED
841fi� 2) IRON RETAINING GLAND M.J. RESTRAINT PWC. PRIOR TO BACKFILLING.
SIS p C900 0R OR OTHER FORMS OF IRON RESTRAINT 7.) RESTRAINT SYSTEMS MAY VARY
DI PIPE: SHALL NOT BE USED ON PVC PIPE:
DiIL 1 BASED UPON THE ENGINEERS'
ROhlP1 3.j PIPE GREATER THAN 12 INCH DESIGN AS SHOWN ON THE
DIAMETER SHALL REQUIRE PLAN AND PROFILE SHEETS.
VALVE, FITTING RESTRAINED JOINT PIPE FOR THE
OR DEAD END. PROPER LENGTH. 8) GRIPPER RING AND FIELD LOK
0900 ORGASKETS ARE AN ACCEPTABLE
Of PIPE RESTRAIN W JOINTS WITH IRON 4.) COMPACT FITTINGS ARE ACCEPTABLE
RESTRAINT RETAINING FOR USE WITH IRON RETAINING GLAND METHOD OF RESTRAINT ON
M.J. REST
GLANDS RAI Oil OTHER FORM OF M.J. RESTRAINT AND OTHER FORMS DUCTILE IRON PIPE ONLY.
APPROVED DI RESTRAINT. OF DE RESTRAINT.
ALTERNATE PUBLIC WORKS COMMISSION NO. DATE. REVISION
RESTRAINT DETAIL FAYETTEVILLE, N.C.
[)UCTILE IRON PIPE ONO 1 11/16/2007 REVISED TABLE, ADDED NOTES
SHEET NO. DWG' NO. W18 DWG. BY: PWC WATER RESOURCES
1 OF 1 DATE: JAN. 01, 2011 APPROVEDBY: J.E.G. ENGINEERING DEPARTMENT
201 11 W18 RESTRAINT DETAII
CONCRETE COLLAR IN
ONCRETE COLLAR IN
PAVED AREAS CONC.
PAVED AREAS CONC.
PROTECTOR RING IN
PROTECTOR RING IN
NON -TRAFFIC AREAS.
ASPHALT NON -TRAFFIC
ASPHALT (SEE VALVE BOX(SEE
2"
min. VALVE BOX
2" min. DETAIL W7) FI AL GRADE
DETAIL W.7)
FINAL GRADE
2"
12•
v
j
emi
._.L.4" nrun.
8.
-
4 n.
6" max.
Max.
INSTALLED ON SEWER FORCE
TRACER WIRE
C.I.
SLIP TYPE RACERWIRE
VALVE BOX T
SLIP, PE C.I.
I
BLOCK
VALVE BOX
MAIN IN THE MANNER SHOWN.
FLANGE
FLANGE
Of
LrJ
BRICK
BRICK
I
I
COMPACTED SOIL (TYP)
5.) IF SAC -CRETE IS USED, MIXING
COMPACTED SOIL (TYP)
VARIABLE SIZE PLUG
d
SLOTTED VALVE BOX
MUST BE ON SITE UTILIZING A
- TAPPED 2"
.0
FITS ON TOP OF 2" PIPE
.
SLOTTED VALVE BOX
BRICK TO BE PLACED UNDER PIPE
FITS ON TOP OF 2" PIPE
CLARIFICATION OF CONSTRUCTION
BRICK TO BE PLACED UNDER PIPE
REQUIRED AT DEAD ENDS
�1
6.) NO CONCRETE SHALL BE
;r
2" PVC SDR21 WATER PIPE
THRUST
BLOCK
SOIL
PLACED ON BOLTS. WRAP
�2"
2"0 12"LONG BRASS NIPPLE.
BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
WHEN REQUIRED PIPE BEYOND
2.0 BRASS NIPPLE (12")
BRASS NIPPLE SHALL BE SCH 80
PVC CONNECTED wl BRASS F.I.P.
2"0 BRASS BALL VALVE
x PACK JOINT FOR PVC
2'0 BRASS NIPPLE (12")
ADAPTOR
U.
2.0 BRASS BALL VALVE
VARIABLE SIZE WATER MAIN
2"0 BRASS NIPPLE (12")
2" BRASS F.I.P. x PACK JOINT
FOR PVC ADAPTOR
2" MAIN LINE VALVE
VARIABLE SIZE MAIN
LINE TAPPED 2"
2" VALVE INSTALLATION
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
(N.T.S.)
FAYETTEVILLE, N.C.
SHALL BE APPROVED BY PWC PROJ.
1
6106
ADDED NOTE ON CONC. COLLAR
SHEET NO.
DWG' NO, W 15A
DWG- BY' Pm
WATER RESOURCES
ELBOW
1 OF
DATE: JAN, 01, 2011
APPROVE=jEG
ENGINEERING DEPARTMENT
9.) USE OF RESTRAINED JOINT DUCTILE
2011-W15A 2 VALVE INSTALLATION.dwg
NOTES:
1. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
4"-6" TOPSOIL RESTORED TO EXCAVATIONS IN OSHA "SAFETYAND HEALTH REGULATIONS
AS REQUIRED ORIGINAL GRADE AND SEEDED OR FOR CONSTRUCTION", CHAPTER XVI 1 OF TITLE 29, CFR, PART
BELL OD + 8" MIN. SODDED AS INDICATED ON 1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
BELL OD + 24" MAX DRAWINGS. ON SITE AT ALL TIMES DURING EXCAVATION AND BACKFILLING.
2. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
3. TYPE 3 TRENCH CONDITIONS AND AMINIMUM OF4'
OF COVER MUST BE MAINTAINED WHERE RESTRAINT JOINT
PIPE IS SPECIFIED AND 3.5' OF COVER IN ALL OTHER LOCATIONS
E CIC=
UNDISTURBED UNLESS SHOWN OTHERWISE ON THE PLAN PROFILE.
C=C ch I -I SOIL 4. LOOSE SOIL OR SELECT MATERIAL IS DEFINED
:9117- AS AS "NATIVE' SOIL EXCAVATED FROM THE TRENCH,
LU
CI k CI Q JE C I REMAINING TRENCH BACKFILL FREE OF ROCKS, FOREIGN MATERIAL, AND
t x I= COMPACTED TO 95% MAX. DENSITY FROZEN EARTH.
W IN MAX. 12" LIFTS FOR NON -PAVED
1=i 1 r AREAS. SEE APPLICABLE PAVEMENT 5. BEDDING MATERIAL SHALL EXTEND TO UNDISTURBED TRENCH
=III CIC- PATCH DETAIL FOR PAVED AREAS. WALLS AND TRENCH BOTTOM. BEDDING MATERIAL
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
=III
11 C-_ THE PROJECT REPRESENTATIVE AND ONLY
BACKFILL LIGHTLY TO 12" FOR THE AUTHORIZED QUANTITY.
- ABOVE PIPE IN 6' LIFTS (95% 6. BEDDING MATERIAL SHALL BE PROPERLY RODDED
-ICI
MAX DENSITY COHESIONLESS SOILS AND COMPACTED AROUND THE PIPE HAUNCHES.
]II -'I I=! !! 90% MAX DENSITY COHESIVE SOILS)
7. TEST FOR DENSITY OF COMPACTION MAY BE MADE AT THE
.0 I M Mi I I: OPTION OF THE ENGINEER AND DEFICIENCIES SHALL BE
I I E WATER MAIN MATERIAL SHALL CORRECTED BY THE; CONTRACTOR AT NO ADDITIONAL COST
""""�• ""' �+..TO THE OWNER. THE ENGINEER MAYHAVECOMPACTION
.I j1=1 t;-•6 -:> vt �txr=,',M' - BE AS SPECIFIED AND SHOWN
ON THE DRAWINGS. TEST PERFORMED AFTER THE BACKFILL IS COMPLETE.
-W- f_ _ __i=__El _=_-_-CII CONTRACTOR SHALL BE REQUIRED TO EXCAVATE TO
-CIC-CII-ICI CIC-C-III-ICI=CIC-I _ 4" MIN SUITABLE LOOSE VARIOUS ELEVATIONS FOR DENSITYTESTING EXCAVATION,
' SOIL BEDDING FROM TRENCH BACKFILL AND RECOMPACTION SHALL BE PERFORMED AT NO
CONTINUOUS 12 GA. EXCAVATION (SEE. NOTES 4 5) ADDITIONAL COSTS TO THE OWNER.
THHN TRACER WIRE UNDISTURBED
REQUIRED FOR SOIL
ALL NON-FERROUS PIPE
(FROM VALVE BOX TO
VALVE BOX) .
TYPE 3 TRENCH PUBLIC WORKS COMMISSION NO. DATE REVISION
WATER MAIN BEDDING DETAIL FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. W.19 DWG. BY: PWG WATER RESOURCES
1OF1 DATE: JAN. 01,2G11 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT
2011-W19 WATER BEDDINi
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2000 psf @ 200 psig test pressure)
PIPE
SIZE
TEES & 90' 45' ELBOW
DEADENDS ELBOWS & CROSSES
22-112'
ELBOWS
6"
4 6 3
2
8"
7 10 5
3
12"
15 21 11
6
NOTES:
1.) THRUST BLOCKS SHALL BE INSTALLED
ON PVC WATER DISTRIBUTION LINES G"
THRU 12' DIA. IN THE MANNER SHOWN.
SEE PWC STANDARD ALT. RESTRAINING
DETAIL WA 8 FOR ACCEPTABLE
ALTERNATE RESTRAINING SYSTEMS,
2.) PIPE GREATER THAN 12 INCH
DIAMETER SHALL REQUIRE RESTRAINT
JOINT PIPE FOR THE PROPER LENGTH.
3.} COMPACT FITTINGS ARE NOT
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ELBOW
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4.) THRUST BLOCKS SHALL BE
-
THRUST
INSTALLED ON SEWER FORCE
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CLARIFICATION OF CONSTRUCTION
REQUIRED AT DEAD ENDS
UNDISTURBED
6.) NO CONCRETE SHALL BE
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SOIL
PLACED ON BOLTS. WRAP
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AREA OF
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7.) CONCRETE SHALL BE
U.
A MINIMUM 3.000 psi. .
8.). ALL BEARING SURFACES SHALT. BE
SIDE EXCAVATIONS(TYP.)
AGAINST UNDISTURBED SOIL AND
SHALL BE APPROVED BY PWC PROJ.
_
-_
COORDINATOR PRIOR TO PLACEMENT
ELBOW
OF CONCRETE.
9.) USE OF RESTRAINED JOINT DUCTILE
IRON WILL BE REQUIRED IF SOIL
CONDITIONS DO NOT ALLOW THE USE
OF THRUST BLOCKS
' •� ''
'.'; • • :
10.) ALL VERTICAL BENDS -SHALL BE
-
RESTRAINED USING RESTRAINED
- CONCRETE
JOINT DUCTILE IRON PIPE.
ALL BEARING
SHALL BE KEPT
CLEAR OF PIPE
SURFACES
JOINTS(TYP.)
SHALL BE AGAINST
UNDISTURBED
CROSS
TEE
GROUND (TYP.)
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
CONCRETE THRUST BLOCK
DETAIL
FAYETTEVILLE, N.C.
1
JAN05
REVISED TABLE, NOTE 1
SHEET NO. DWG.
NO. W. 17
DWG. BY: PWC
WATER RESOURCES
2
SEPT 05
REVISED TABLE
1 OF1 DATE.
JAN. 01, 2011
APPROVED BY:
J.E.G.
ENGINEERING DEPARTMENT
3
FEB 07
ADDED NOTES 9&10
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1. CLEANOUT ELEVATIONS AND/OR LOCATIONS MAY BE ADJUSTED IN THE FIELD
AS DIRECTED BY THE ENGINEER WHEN NECESSARY. CLEANOUT STACK TOP
ELEVATION IS DETERMINED BY INTERPOLATING FIELD DATAAND MAY NOT BE
EXACT. CLEANOUT ELEVATION TOP SHALL BE SET IN ACCORDANCE IMTH
THE PUBLIC WORKS COMMISSION TYPICAL DETAIL. (NO SEPARATE
PAYMENT).
2. WHERE SANITARY SEWER MAINS ARE TO BE CONSTRUCTED .WMTHIN 20' OF
EXISTING RESIDENCES SPECIAL CONSIDERATION SHALL BE GIVEN TO
MINIMIZE UNDERMINING OR OTHERWMSE DISTURBING EXISTING RESIDENCES
ADJACENT TO THE SEWER MAIN. THE CONTRACTOR SHALL USE A RUBBER
TIRED BACKHOE AND NO MECHANICAL COMPACTION EQUIPMENT IN THESE
AREAS. THE TRENCH SHALL BE SHORED ADEQUATELY TO PREVENT ANY
SLOTHING OF THE SIDE SLOPES. SUITABLE BACK FILL SHALL BE PLACED IN
THE TRENCH. CONTRACTOR SHALL. REFER TO THE GEOTECHNICAL REPORT
AND FOLLOW RECOMMENDATIONS. CONSTRUCTION METHODS AND
MEASURES SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT
AND RECOMMENDATIONS, CONTRACTOR SHALL BE FULLY RESPONSIBLE
FOR REPAIR OF STRUCTURES, FOUNDATIONS, FOOTINGS,.ETC. DAMAGED
DUE TO CONSTRUCTION.
3. SANITARY SEWER MANHOLE DEFLECTION ANGLE'S ARE 180 DEGREES
UNLESS NOTED OTHERWISE. ALL INVERT ELEVATIONS ARE SHOWN TO:THE
MANHOLE CENTERLINE,
GENERAL NOTES PUBLIC WORKS COMMISSION NO' DATE REVISION
SANITARY SEWER UTILITY FAYETTEVILLE, N.C.
SHEETNO. DWG -NO- SA DWG. BY: PWC WATER RESOURCES
1OF1 ENGINEERING DEPARTMENT
DATE: JAN. d1, 2011 1APPROVEDBY. J.E.G.
201151 SEWER NOTE;
PIPE SIZES MANHOLE SIZE MIN. WALL THICKNESS . MIN. REINF. STEEL
NOTES: t. MORTAR SLICE SHALL BE USED FOR LESS
21" & LESS ' DIA E " ASTM A-185 0.12 SQAN.
_
THAN t FOOT SEPARATION BETWEEN INVERT
8"
" " " ASTM A-186 0.15 SOAN.
SPRINGLINEOF PIPE
OUT L, INVERT Or INOMMGPIPE
SEALAROUND.
CAST IRON FRAME &
NON SHRINK GROUT SLIDE WITH
2. PIPE SLIDE REO'D wHERE VERTICAL
PIPE
S.S: LODE 112 PIPE PLACED IN RELD. SOLID
SEPARATION BETWEEN PIPE INVERTS IS
GREATER THAN 1 ' AND LESS THAN OR EQUAL
ALIGN STEPS
�.
"HEIGHT
ALL CASTINGS SHALL CONFORM TOTHE SHAPE AND
GRADE RING
CONCRETE JUMBO BRICK MAY BE
TO 2.5. .
DIMENSIONS SHOWN, THEY SHALL BE CLEAN AND
OVER INVERT
OUT
DETAIL LJ
ifj,OR (1) 2" GRADE SEALANT OR RUBBER MANUFACTURER
USED U U E T T O
O LD INVERT T BUILD P
N
-
3, DIMENSIONS SHOWN ARE TO CONVEY
STRENGTH. NO PLUGGING ORSTOPPING :OF
"-
77 -
REDUCE MORTAR QUANTITIES.
3, INTERIOR DROP STRIIC'I'UREREQUIRED -
WHERE VERTICAL SEPARATION BETWEN
STAINLESS STEEL BAND THAT IS TIGHTENED USING A JACK OR A
•
DEFECTIVE HOLES WILL BE PERMITTED.
o JOINT
SLIDE SHALL BE INSTALLEDON
INVERTS r=EEDS2.50. SEE INTERIOR DROP
ECCENTRIC REDUCER
1/2 PIPE
m EALER
OF JOINT WITH FAST SET OUT SEE STEP DETAIL.
TOP OF SHELF WITH ATROUGH
STRUCTUREDETAL
.
2.
SMOOTH FINISH
S'Fw�G V
®
TO DIRECT FLOW INTO THE
4. VERIFY SLIDE INSTALLATION WITH PROJECT -
nI -v
SHELF
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
o
SEWER.
COORDINATOR PRIOR TO CONSTRUCTION.
4.25 INCHES TO 4.81 INCHES.
.
(vr
0
YV
5.MANiOLEANDCONNECTIONSSHALLBEIN
MEANS OF A SINGLE STAINLESS STEEL STRAP.
FLOWC:HANNEL
THE WALL SHALL BE SEALED
SA ER
ACCORDANCE WITH PVVC STANDARD
SHAPE T0314
17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
WITH NON -SHRINK GROUT. LIFT
_
M IMV
PONHOLE DkiASL.
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4
OF OUTLET
(N.T.S.)
HOLES THAT HAVE PVC CAPS
4.
6. BRICK USED FOR INVERTAND$14aF
PIPE.
0
CONSTRUCTION $HALL BE NCDOT STANDARD
THAT DO NOT EXTEND THRU THE*
-----SEAL
CONCRETE JUMBO BRICK MC"W ASTM C65
PIPE SLIDE DETAIL
GRACE s•IIO(cePTAMAPTIONLES$THAN 10
. NTS
WALL SHALL NOT REQUIRE
LB=U.FT.
BEGIN SHELF TRANSITION
_
7. MANHOLES GREATER THAN IT IN DEPTH - -
AT 314 HEIGHT OF OUTLET
GROUT SEALANT.
SHALL HAVE MIN. 8- EXTENDED BASE
PIPE 1:12 MIN.
-
B. THE MINIMUM SLOPE ACROSS THE INVERT OF
SEE NOTE SFOR
FLEX. BOOT
CONC. BRICK AND MORTAR
THE MANHOLE SHALL BE 1% UNLESS
ALIGN STEPS CONCRETE SHELF PLACED IN
ALIGN STEPS
OTHERWISE APPROVED BY PWSC
OVER INVERT FIELD. SOLID CONCRETE
INVERT
9. SEE STANDARD MAIHOLLFDSTAL FOR
OUT JUMBO BRICK MAY BE USED
OUER
ADDITIONAL REQUIREMENTS.
TO BUILD UP INVERT TO
HEIGHT OF OUTLET PIPE. SEE
10, DROP AIDIOR SLIDE
SEAL AROUND REDUCE MORTAR QUANTITIES.
SHELF
REQUIREMENTS SHALL APPLY TO ALL LATERALS
PIPE BUfLDTROUGHTO
H
SHELF DETAIL.
- ENTERING MANHOLES AS OUTLINED IN NOTES t,=,
SEALAROUND PIPE
NO MORE THAN 4, FOUR INCH LATI RALSOR 3, SIX
SPRINGLIKE PIPE
.
INCH LATERALS SHALL ENTER A 4' DIAMETER
EE SHELF DETAIL
y
-
TERMINAL MANHOLE. NO MORE THAN 2 LATERALS
- - IN
ON EXISTING MANHOLES
r
(REGARDLESS OF SIZE) SHALL (ENTER ALL OTHER 4'
6" MIN, COMPACTED NO
BOTTOM BOOT SHALL
27-318"-27-7/16" DIA.
DIAMEMR MANHOLES. ALL LATERALS SHALL tIAVEAN
.
BE SET -1" ABOVE SHELF
-
261f8"-26114"
INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL _
I _
j
BE USED IF THE ABOVE CONDITIONS ARE NOT MET.
MORTAR
ANITARY SEWER (OUT)
UNDISTURBED
SEAL ANNULUS AROUND SUBGRADE
THE INVERT OF THE LATERAL SHALL BA MINIMUM OF 1"
PIPE AT ENTRANCE WITH
SLIDE S.S.
NON -SHRINK GROUT.
ABOVE THE SHELF.
PUBLIC WORKS COMMISSION
SHELF1
NO.
i. NO MORE THAN 5 LATERALS SHALL ENTER AS' - -
REVISION
STANDARD MANHOLE
.s _ - -
DIAMETER TERMINAL MANHOLE,
. a(
.. i.'..
MATERIAL.
12. USE OFTE&AYESONLATERALS ISNOT ALLOWED. .
1.
FEB 07
CREATED S.2A ADDED NOTES 13.17
SHEET NO.
DWG. NO. S.2
DWG. BY: PWC
WATER RESOURCES
13. ALL MANHOLES SHALL BE VAC" TESTED IN ACCORDANCE _
.°'
.• -
WIPM$TANDARDS - - - -
DATE: JAN. 01, 2011
IN
ENGINEERING DEPARTMENT
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SEAL AROUND
SLOPE
TOP OF CONG PIPE H
SHELF
1:12 MINJ2:12
FLOWCHANNELSHAPE
TO $14 HEIGHT OF OUTLET
Mph( TOWARDTROUGH.
INVERT SHALL ENTER LOW CHANNEL SHAPE
PIPE.
MORTAR SLIDE DETAIL
MANHOLE 1" MIN. ABOVE TO 314 HEIGHT OF OUTLET
i3 ti
SHELF(TYP) PIPE.
213"-26-1/8" DIA.
NTS
SHELF DETAIL
NTS
34" DIA.
PIPE SLIDE, MORTAR SLIDE
PUBLIC WORKS COMMISSION
NO.
DATE
ezEvrsloN
AND SHELF DETAILS
FAYETTEVILLE, N.C.
1
JAN. 05
ADDED NOTE 8.
FRAME SECTION
DWG. NO.. S cI
DWG. BY: PWC
FRAME
2
FEB 07.
REVISED NOTE S, SLIDE DETAIL.
SHEET NO.
.T,S.
WATER RESOURCES
STANDARD NON -TRAFFIC AREA
PUBLIC WORKS COMMISSION
ADDED NOTES 10.11.12
1 OF 1
DATE: JAN. 01, 2011
APPROVED BY: J.E.G.
ENGINEERING DEPARTMENT
MANHOLE RING AND COVER
FAYETTEVILLE, N.C.
PIPE SIZES MANHOLE SIZE MIN. WALL THICKNESS . MIN. REINF. STEEL
MIN. BASE THICKNESS
21" & LESS ' DIA E " ASTM A-185 0.12 SQAN.
6"
"- 36" 60" DIAMETER 6" ASTM A-185 0.15 S ./IN.
8"
" " " ASTM A-186 0.15 SOAN.
9.
PWC RING AND COVER.
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
SEE DETAIL (2 TYPES
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
G AND COVER
OF RING
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO 6' DIAMETER.
1.
MANHOLE FRAME AND COVER TO BE MADE OF GRAY
SEE DETAIL
4000 PSI.
APP
CAST IRON FRAME &
XI -3/4"
1"LETTERING
MIN. 6" EXTENDED BASE.
COVER SEE DETAIL
4. FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN
15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
2. STEPS SHALL BE INSTALLED BY
ALL CASTINGS SHALL CONFORM TOTHE SHAPE AND
GRADE RING
PICK BARS (�/�
FLEXIBLE BUTYL RESIN--CONC.
MAX. (3) 4 % (2) 6',
DIMENSIONS SHOWN, THEY SHALL BE CLEAN AND
MAX. (3) 4, (2) 6" OR (1)
DETAIL LJ
ifj,OR (1) 2" GRADE SEALANT OR RUBBER MANUFACTURER
2". SEE NOTE 13.
N
RINGS SEE NOTE GASKET JOINT. INSTALLED POLY
3, DIMENSIONS SHOWN ARE TO CONVEY
STRENGTH. NO PLUGGING ORSTOPPING :OF
"-
13. 24"
PROPYLENE COATED
STAINLESS STEEL BAND THAT IS TIGHTENED USING A JACK OR A
•
DEFECTIVE HOLES WILL BE PERMITTED.
o JOINT
SEAL INSIDE AND OUTSIDE STEP OVER INVERT
O
ECCENTRIC REDUCER
MATERIAL SUBMITTAL IS APPROVED
m EALER
OF JOINT WITH FAST SET OUT SEE STEP DETAIL.
BY PWC.
IOFI
o cqMORTAR
2.
SMOOTH FINISH
S'Fw�G V
®
METHOD OF INSTALLATION SHALL BE IN
MANUFACTURER'S RECOMMENDATIONS.
nI -v
w U
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
8. MANHOLE STEPS SHALL BE IN ACCORDANCE WITH
AND ASTM C-478.
CAST INTO COVER, LETTERS SHALL BE RAISED AND
4.25 INCHES TO 4.81 INCHES.
"'
LIFT HOLES THAT EXTEND THRU
YV
9. PREFORMED MANHOLE INVERTS ARE NOT
MEANS OF A SINGLE STAINLESS STEEL STRAP.
ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY
THE WALL SHALL BE SEALED
3.
--JOINT SEALER
X
17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
WITH NON -SHRINK GROUT. LIFT
COVER FACE
OUTFLOW PIPES SHALL REQUIRE THE FOLLOWING: A.
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4
m
(N.T.S.)
HOLES THAT HAVE PVC CAPS
4.
MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5%
0
0
18. NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER TERMINAL
THAT DO NOT EXTEND THRU THE*
-----SEAL
LIFT HOLES
r
PERFORATED COVERS WILL NOT BE ALLOWED.
48" MIN.
WALL SHALL NOT REQUIRE
6.
SUPPLY SOCKET FOR TURNING CAM LOCK
PUBLIC WORKS COMMISSION
<,
SEE CHART
GROUT SEALANT.
26'DIA.
CAM LOCK DETAIL
FAYETTEVILLE, N.C.
SEE NOTE SFOR
FLEX. BOOT
CONC. BRICK AND MORTAR
7.
USE OF CONCRETE GRADE RINGS ARE NOT
(N•T S)
CONNECTOR
INVERT PLACED IN FIELD TO 3/4
1.
3-13115" r
N
w
PROJECT COORD€NATOR.
DWG. NO S.2
HEIGHT OF OUTLET PIPE. SEE
.
OINT SEALER
a
.
8.
SHELF DETAIL.
,
SEALAROUND PIPE
LOCATED OUTSIDE OF PAVED AREAS, UNLESS
-+-REINFORCING SEE CHART ABOVE
-;-»----SEE
5,
EE SHELF DETAIL
SEE CHART ;-
NOTE 3
M9.
r
ENGINEERING DEPARTMENT
6" MIN, COMPACTED NO
27-318"-27-7/16" DIA.
67 STONE
FLEXIBLE EPDM
261f8"-26114"
I _
j
RUBBER BOOT
ANITARY SEWER (OUT)
UNDISTURBED
SEAL ANNULUS AROUND SUBGRADE
NO 57 STONE
PIPE AT ENTRANCE WITH
NON -SHRINK GROUT.
(N,T.S.)COVER
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
STANDARD MANHOLE
FAYETTEVILLE, N.C.
MATERIAL.
1.
FEB 07
CREATED S.2A ADDED NOTES 13.17
SHEET NO.
DWG. NO. S.2
DWG. BY: PWC
WATER RESOURCES
24" DIA.
4 EA. 5/8"0 x5-112" STAINLESS STEEL BOLTS
1 OF2
DATE: JAN. 01, 2011
APPROVEDBY: J.E.G.
ENGINEERING DEPARTMENT
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WITH WEDGE ANCHORS. (SCORE THREADS
2011-S2 STANDARD MANHOLE
2011-S4 PSLIDE.dwg
L
NOTES:
(2) CAM LOCKS
(2) STAINLESS STEEL
(2) CAM LOCKS OLL PINS 112" DIA.
1.
MANHOLE FRAME AND COVER TO BE MADE OF GRAY
SEE DETAIL
4000 PSI.
tA
CAST IRON CONFORMING TO ASTM SPEC. A48.83,
XI -3/4"
1"LETTERING
MIN. 6" EXTENDED BASE.
CLASS 35, MANUFACTURED BY SAME MANUFACTURER.
4. FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN
15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
2. STEPS SHALL BE INSTALLED BY
ALL CASTINGS SHALL CONFORM TOTHE SHAPE AND
P 2)
PICK BARS (�/�
DIMENSIONS SHOWN, THEY SHALL BE CLEAN AND
SEE
®
DETAIL LJ
BE IN ACCORDANCE W1 ASTM 0923, INSTALLED BY
PERFECT, WITHOUT BLOW OR SAND HOLES OR
DEFECTS OF ANY KIND, TENDINGTO IMPAIR THEIR
p
_ SHOULD IT BE NECESSARY TO INSTALL A 4€NCH LATERAL INTO A
3, DIMENSIONS SHOWN ARE TO CONVEY
STRENGTH. NO PLUGGING ORSTOPPING :OF
R rp
THE DESIRED SIZE OF THE STEP. STEPS
PIPE CLAMP,
STAINLESS STEEL BAND THAT IS TIGHTENED USING A JACK OR A
SECTION "A -A' OF SIMILAR SIZE ANIS CONSTRICTION
DEFECTIVE HOLES WILL BE PERMITTED.
6. CONNECTIONS TO EXISTING MANHOLES SHALL BE BY
MAY BE ACCEPTABLE PROVIDED
O
SUPPLIED BY THE MANUFACTURER. NO OTHER "TYPE BANDS OR
MATERIAL SUBMITTAL IS APPROVED
METHOD OF SECURING THE BOOT TO THE MANHOLE SHALL BE
t
BY PWC.
IOFI
FOR FOUR (4) INCH SDR 26 LATERALS, THE PIPE OUTSIDE
2.
CASTINGS SHALL BE UNPAINTED ANDSHALL HAVE
S'Fw�G V
®
METHOD OF INSTALLATION SHALL BE IN
MANUFACTURER'S RECOMMENDATIONS.
THE LETTERS "PWC-FAY-NC'AND'SANITARYSEWER"
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
8. MANHOLE STEPS SHALL BE IN ACCORDANCE WITH
AND ASTM C-478.
CAST INTO COVER, LETTERS SHALL BE RAISED AND
4.25 INCHES TO 4.81 INCHES.
SERRATED TREADS WIDE ENOUGH TO
CLEARLY VISIBLE
YV
9. PREFORMED MANHOLE INVERTS ARE NOT
MEANS OF A SINGLE STAINLESS STEEL STRAP.
ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY
V
3.
MANHOLE RING AND COVER SHALL WITHSTAND H-20
17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
VEHICULAR TRAFFIC.
COVER FACE
OUTFLOW PIPES SHALL REQUIRE THE FOLLOWING: A.
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4
GREATER THAN 2.5' SEE DROP STRUCTURE DETAIL
(N.T.S.)
1-1I4"DIA.
4.
MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5%
CONDITIONS ARE NOT MET.
11. MANHOLE RING AND COVER AND DROP STRUCTURE
18. NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER TERMINAL
RING 155 LBS., COVER 160 LBS., UNIT 315 LBS,
MANHOLE.
APPLICABLE DETAIL.
5,
PERFORATED COVERS WILL NOT BE ALLOWED.
to
RUBBER
GASKET CAM LOCK _
6.
SUPPLY SOCKET FOR TURNING CAM LOCK
PUBLIC WORKS COMMISSION
d
NO.
MECHANISM. ONE SOCKET PER PROJECT.
26'DIA.
CAM LOCK DETAIL
FAYETTEVILLE, N.C.
4-1
7.
USE OF CONCRETE GRADE RINGS ARE NOT
(N•T S)
ALLOWED, UNLESS APPROVED BY THE PfVC
1.
3-13115" r
CREATED DETAIL, ADDED NOTES 14.20
PROJECT COORD€NATOR.
DWG. NO S.2
DWG. BY. PWC
.
WATER RESOURCES
COVER SECTION
8.
THIS DETAIL IS TO BE USED ON ALL MANHOLES
(N.T.S.)
LOCATED OUTSIDE OF PAVED AREAS, UNLESS
O
5,
OTHERWISE APPROVED.
M9.
r
ENGINEERING DEPARTMENT
REFER TO DETAIL S.17 FOR INSTALLATION OF
27-318"-27-7/16" DIA.
51W DIA. SS ROD
VENT STACK.
261f8"-26114"
PICK BAR AND
GASKET GROOVE DETAIL
(N,T.S.)COVER
APPROVED GASKET
MATERIAL.
(N.T.S.)
24" DIA.
4 EA. 5/8"0 x5-112" STAINLESS STEEL BOLTS
24112" DIA.
~r •
WITH WEDGE ANCHORS. (SCORE THREADS
R
TO PREVENT REMOVAL)
213"-26-1/8" DIA.
:. r
34" DIA.
w
•
FRAME SECTION
FRAME
(N.T.S.)
.T,S.
STANDARD NON -TRAFFIC AREA
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
MANHOLE RING AND COVER
FAYETTEVILLE, N.C.
1
REVISED NOTE ON FRAME
WITH VVI PER GASKET & CAM LOCK
JUL 08
SECTION ADDED NOTE 7 8
SHEET NO.
DWG. NO. $ $
DWG. BY: PWC
WATER RESOURCES
2
DEC as
FRAME SECTIONIONS ON
i OF i
DATE: JAN. 01, 2011
APPROVED BY: J.E.G.
ENGINEERING DEPARTMENT
REVI NOT
E
3E
SOID�Il SED NOES
2011-S4 PSLIDE.dwg
L
NOTES:
ADJUSTMENTS O.E., OUTFALL AREAS). USE OF GRADE RINGS ARE
112- GRADE 60 1. COPOLYMER POLYPROPYLENE PLASTIC
ALLOWABLE IN YARD AREAS AND PAVEMENT, WHERE THE RING AND
2, MEN.CONCRETE COMPRESSIVE STRENGTH SHALL BE
STEEL REINFORCEMENT STEP SHALL BE PLACED '1W O.C.
4000 PSI.
tA
IN ALL STRUCTURES V DEPTH OR
14. THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE SHALL
MIN. 6" EXTENDED BASE.
GREATER,
4. FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN
15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
2. STEPS SHALL BE INSTALLED BY
THE CONE, SHALL BE SEALED ON THE OUTSIDE BY AN APPROVED
SHALL BE IN ACCORDANCE W/ASTM C-443.
MANUFACTURER AND SHALL BE
WIDTH, AND SHALL BE CENTERED ON THE JOINT.
ALIGNED OVER STRUCTURE INVERT
BE IN ACCORDANCE W1 ASTM 0923, INSTALLED BY
OUT. .
MANUFACTURER WISTAIN- LESS STEEL COMPRESSION
_ SHOULD IT BE NECESSARY TO INSTALL A 4€NCH LATERAL INTO A
3, DIMENSIONS SHOWN ARE TO CONVEY
MANHOLE, THE RUBBER BOOT THAT THE LATERAL IS INSERTED INTO
SHALL BE BY CONTRACTOR WITH STAINLESS STEEL
THE DESIRED SIZE OF THE STEP. STEPS
PIPE CLAMP,
STAINLESS STEEL BAND THAT IS TIGHTENED USING A JACK OR A
SECTION "A -A' OF SIMILAR SIZE ANIS CONSTRICTION
TORQUE WRENCH (DIRECT DRIVE). BOTH STANDARD SIZE AND STEP
6. CONNECTIONS TO EXISTING MANHOLES SHALL BE BY
MAY BE ACCEPTABLE PROVIDED
CORING MAN- HOLE AND FIELD INSTALLING A FLEX
SUPPLIED BY THE MANUFACTURER. NO OTHER "TYPE BANDS OR
MATERIAL SUBMITTAL IS APPROVED
METHOD OF SECURING THE BOOT TO THE MANHOLE SHALL BE
SYSTEM.
BY PWC.
IOFI
FOR FOUR (4) INCH SDR 26 LATERALS, THE PIPE OUTSIDE
4. MATERIALS OF CONSTRUCTION AND
DIAMETER RANGE OF THE BOOT SHALL BE 3.5 INCHES TO 4.25
GROUT MIXED iN ACCORDANCE WITH
METHOD OF INSTALLATION SHALL BE IN
MANUFACTURER'S RECOMMENDATIONS.
ACCORDANCE WITH OSHA STANDARDS
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
8. MANHOLE STEPS SHALL BE IN ACCORDANCE WITH
AND ASTM C-478.
ASTM 0478 AND OSHA REGULATIONS. ALIGN STEPS WITH
4.25 INCHES TO 4.81 INCHES.
SERRATED TREADS WIDE ENOUGH TO
PLAN VIEW
FRONT VIEW
Lir
1-114"
MANHOLEWALL.
'•• :'A. 8"MIN..' , A •• •:. A
SIDE Vl ISOMETRIC VEEW OF STEP .
STRUCTURE STEP PUBLIC WORKS COMMISSION N0.1 DATE I REVISION
N.T.S. FAYETTEVILLE, N.C.
SHEET NO. DWG. NO, S.8 DWG. BY: PWC WATER RESOURCES
IOFI DATE: JAN. 01, 2011 APPROVEDBY: J.E.G. ENGINEERING DEPARTMENT
201158 STEP.dwg
201156 RING COVER
NOTES: 1. PRECAST REINFORCED CONCRETE MANHOLES SHALL
13. CONCRETE GRADE RINGS SHALL NOT BE USED FOR ABOVE GRADE
BE IN ACCORDANCE WITH ASTM C•478
ADJUSTMENTS O.E., OUTFALL AREAS). USE OF GRADE RINGS ARE
w
ALLOWABLE IN YARD AREAS AND PAVEMENT, WHERE THE RING AND
2, MEN.CONCRETE COMPRESSIVE STRENGTH SHALL BE
COVER ARE AT GROUND LEVEL
4000 PSI.
tA
3. MANHOLES GREATER THAN 12' DEPTH SHALL HAVE
14. THE MINIMUM SLOPE ACROSS THE INVERT OF THE MANHOLE SHALL
MIN. 6" EXTENDED BASE.
BE I%. UNLESS OTHERWISE APPROVED BY PWC
4. FLEXIBLE BUTYL RESIN JOINT SEALANT SHALL BE IN
15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOINT AT
ACCORDANCE W1 ASTM CM. RUBBER GASKET JOINTS
THE CONE, SHALL BE SEALED ON THE OUTSIDE BY AN APPROVED
SHALL BE IN ACCORDANCE W/ASTM C-443.
JOINT WRAP. THE WRAP SHALL BE A MINIMUM OF SIX (6) INCHES IN
WIDTH, AND SHALL BE CENTERED ON THE JOINT.
5. FLEXIBLE EPDM RUBBER BOOT CONNECTORS SHALL
BE IN ACCORDANCE W1 ASTM 0923, INSTALLED BY
16. MANHOLE BOOT FOR 44NCH LATERALS.
MANUFACTURER WISTAIN- LESS STEEL COMPRESSION
_ SHOULD IT BE NECESSARY TO INSTALL A 4€NCH LATERAL INTO A
RING AND TAKE-UP CLAMP. CONNECTION TO MAIN
MANHOLE, THE RUBBER BOOT THAT THE LATERAL IS INSERTED INTO
SHALL BE BY CONTRACTOR WITH STAINLESS STEEL
SHALL BE SECURELY FASTENED TO THE CORE HOLE, BY UTILIZING A
PIPE CLAMP,
STAINLESS STEEL BAND THAT IS TIGHTENED USING A JACK OR A
DWG. NO. S.7
TORQUE WRENCH (DIRECT DRIVE). BOTH STANDARD SIZE AND STEP
6. CONNECTIONS TO EXISTING MANHOLES SHALL BE BY
DOWN BOOTS ARE ALLOWED. THE TORQUE WRENCH SHALL BE
CORING MAN- HOLE AND FIELD INSTALLING A FLEX
SUPPLIED BY THE MANUFACTURER. NO OTHER "TYPE BANDS OR
BOOT CONNECTOR. DO NOT ALLOW DEBRIS TO ENTER
METHOD OF SECURING THE BOOT TO THE MANHOLE SHALL BE
SYSTEM.
ACCEPTED.
IOFI
FOR FOUR (4) INCH SDR 26 LATERALS, THE PIPE OUTSIDE
7. MORTAR SHALL BE QUICK SETTING, NONSHRINK
DIAMETER RANGE OF THE BOOT SHALL BE 3.5 INCHES TO 4.25
GROUT MIXED iN ACCORDANCE WITH
INCHES .
MANUFACTURER'S RECOMMENDATIONS.
%'
FOR FOUR (4) INCH DUCTILE IRON LATERALS, THE PIPE OUTSIDE
8. MANHOLE STEPS SHALL BE IN ACCORDANCE WITH
DIAMETER RANGE OF THE BOOT SHALL EITHER BE AS FOR VC OR
ASTM 0478 AND OSHA REGULATIONS. ALIGN STEPS WITH
4.25 INCHES TO 4.81 INCHES.
INVERT OUT.
IN ALL CASES, THE BOOT SHALL BE TIGHTENED ON THE LATERAL BY
9. PREFORMED MANHOLE INVERTS ARE NOT
MEANS OF A SINGLE STAINLESS STEEL STRAP.
ACCEPTABLE UNLESS SPECIFICALLY APPROVED BY
PWC IN WRITING. STANDING WATER IN INVERT OF
THE LATERAL INVERT SHALL BE AT THE 70P OF THE SHELF.
MANHOLE IS NOT ACCEPTABLE.
17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
10. VERTICAL DROPS BETWEEN THE INFLOW PIPES AND
SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORE THAN 2
OUTFLOW PIPES SHALL REQUIRE THE FOLLOWING: A.
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4
GREATER THAN 2.5' SEE DROP STRUCTURE DETAIL
DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL
(MIN. V DIA. M.H. REO -D.) B. V TO 2.5`SEE PIPE SLIDE
TROUGH. 5' DIAMETER MANHOLES SHALL. BE USED IF THE ABOVE
DETAIL C. LESS THAN V SEE SLIDE DETAIL
CONDITIONS ARE NOT MET.
11. MANHOLE RING AND COVER AND DROP STRUCTURE
18. NO MORE THAN 5 LATERALS SHALL ENTER A 5' DIAMETER TERMINAL
SHALL 13EINACCORDANCE WIPWC STANDARDS SEE
MANHOLE.
APPLICABLE DETAIL.
19. USE OF TEE-WYES ON LATERALS IS NOT ALLOWED.
12. INVERT ON PLANS IS TO MANHOLE CENTERLINE.
20. ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE W1
PWC STANDARDS.
>
PUBLIC WORKS COMMISSION
d
NO.
DATE
REVISION
STANDARD MANHOLE
FAYETTEVILLE, N.C.
4-1
CD
1.
1108
CREATED DETAIL, ADDED NOTES 14.20
00
DWG. NO S.2
DWG. BY. PWC
.
WATER RESOURCES
0
I-
m
00
SHEET NO.
Ln
O
5,
20F2
DATE: JAN. 01, 2011
APPROVEDBY: J.E.G.
ENGINEERING DEPARTMENT
2011-S2 STANDARD MANHOLE.dwg
NOTES:
1. DETAIL TO BE USED IN PAVED AREAS ONLY, ALL OTHER
MANHOLES SHALL BE IN ACCORDANCE WITH DETAIL S.6,
UNLESS OTHERWISE APPROVED.
2. MANHOLE FRAME AND COVER SHALL BE MADE OF GRAY
CAST IRON CONFORMING TO ASTM SPEC. A48-83 CL 30/35
RESPECTIVELY, MANUFACTURED BY SAME MANUFACTURER.
ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
DIMENSIONS SHOWN. THEY SHALL BE CLEAN AND PERFECT,
WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND,
TENDING TO IMPAIR THEIR STRENGTH. NO PLUGGING OR
STOPPING OF DEFECTIVE HOLES WILL BE PERMITTED.
3. CASTINGS SHALL BE UNPAINTED AND SHALL HAVE THE
LETTERS "PWO-FAY-NC" AND'SANITARY SEWER" CAST INTO
COVER. LETTERS SHALL BE RAISED AND CLEARLY VISIBLE.
RAME PLAN 4. MANHOLE RING AND COVER SHALL WITHSTAND H-20
VEHICULAR TRAFFIC. ROCKING COVERS SHALL NOT BE
ACCEPTABLE.
S. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS 5% RING 175 LBS.,
COVER 135 LBS, UNIT 310 LBS.
6. PERFORATED COVERS WILL NOT BE ALLOWED.
25
12.5" 12" MIN.
20 160 '- "-' I 2" MIN
FINAL
GRADE
22" r 2" MIN.
4 :1 r '��. T
drawn byRSWIBGM
Checked JMK, jr.
reviewed JMK, jr.
date 512011
2011-S7 RING COVER.dwg
CONCRETE COLLAR 3 -6% AIR
Sg'wER G
w
ENTRAINMENT ALL AROUND FRAME.
7
(WHEN UTILIZING CONCRETE GRADE
tA
RINGS THE CONCRETE COLLAR SHALL
EXTEND TO 2"min BELOW THE TOP OF
COVER A48-83,CL 35
O
CONE.)
COVER FACE
STANDARD TRAFFIC AREA MANHOLEPUBLIC
WORKS COMMISSION
NO. DATE REVISION
1 JAN 05 CHANGED NON TRAFFIC DETAIL
RING AND COVER
FAYETTEVILLE, N.C.
Ld
2 JULY 06 ADDED NOTE ON CONC. COLLAR
N.T.S.
jewwwo
(nOf
DWG. NO. S.7
DWG. BY: PWC
WATER RESOURCES
3 FEB 07 REMOVED NON TRAFFIC AREA
SHEET NO.
C
REVISEDNOTES
IOFI
ENGINEERING DEPARTMENT
DATE: JAN. 01, 2011
APPROVED BY: JEG
ASPHA
ASPHALT
4 JULY 08 REVISED LT THICKNESS
2011-S7 RING COVER.dwg
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SEE NOTE: # 9 SA 1.
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OPTIONAL
---- TAPPING SADDLE WITH STRAP
I' -"'I I TTI I IM
SINGLE WIDE AND ALIGNMENT FLANGE.
I I^I I I"TI 11: PVC SDR262
STAINLESS SEE NOTES #8,9,10 ON S.11
I -III -III -I I I-III=I
STEELSTRAP
I I=I I I- PIECE GASKETED
EXTEND STACK 1T MIN. ABOVE
1' -
GRADE WITH GLUE CAP FOR
(TYP.)
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-I
PERMANENT CLEANOUT CAP
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ASSEMBLY ARIES
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3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED
CAP SHALL HAVE 2"
I
COVER NON TRAFFIC
E
AREAS AND SHALL BE
RISER SHALL BE 4" SDR 26 PVC
SET AT GRADE IN PAVED
TAPPING SADDLE EXCEPT IT SHALL BE 4" D.I. IF THE
AREAS
OPTIONAL LATERAL ITSELF IS DUCTILE IRON
ERMANENT ASSY
NOTE: TAP. SHALL BE 4112"
SEE CLEANOUT CAP ASSY
FOR 4" LATERAL. AND
Q
SHALL BE 6112" FOR 6"
4
GLUE CAP OR MJ PLUG
LATERAL.'
FOR AIR TESTING (r0
STONE SHALL BE �Iq" P� q
EXTENDED TO BED `R
_ REMAIN)
MW`W 511. -_
LATERAL CONNECTION WI-
I I- I I_ EXTEND SS TO RNV OR
tilEi {
3 I I
{ PROPERTY LINE (DI OR
I I- I:
FROM UNDISTURBED SOIL _ �=1 I I -I -I
PVC, DEPENDING ON
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{-1
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I' -"'I I TTI I IM
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I I^I I I"TI 11: PVC SDR262
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I -III -III -I I I-III=I
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I�I
I
I -I
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I -ILII I I -III
-I
I -III:
COMBINATION OR
THREADED SLOTTED
S. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF
I
FOR $" PVC/DI 8=2', D=T -O"
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED
t
I
ACCESS LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
E
MECHJOINT
CAST IRON PLUG
III-III--III-III-III-III-I
I I- I I (-III-I
I (-III - FITTINGS, IF D.I.
S. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER
III -I I (-I (I- I I
THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO
LATERAL. (SEE
TRAFFIC CAP I I I
Q
-III
I I I I
I-- III
-f
-III-)
III
OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED
-III
I I E
-III -III -III
-E I I-�= 1 I I = I I I=
-III -III:
111= III= NOTE 21 ON S.11)
j --III {-III
III-1II-I
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE. FOR D.I.
-- j-
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jI --III='
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PLACED IN LAYERS NOT TO EXCEED 6" LOOSE LIFTS FOR
III=III`III-III,-
ii!IIiiiIII�i,IiIii�IIIE
-UNDISTURBED SOIL
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE
9. THE CONTRACTOR SHALL USE SDR -26 26 PVC TEE FOR
THREADED CAST
in
THE FULL WIDTH OF THE TRENCH.
DETERMINED BY ASTM D698
IRON HUB 9777= 1
ONE PIECE MOLDED OR FABRICATED. TEE WYES & TWO
IAl2
PIECE TEES ARE NOT ACCEPTABLE.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED
MAIN
TO 12" ABOVE TOP OF PIPE
10. INSTALLATION OTHER THAN AS SHOWN MUST BE
STAINLESS
ENGINEER APPROVED BY THE PWC.
APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING
18 M1NEMlAN SEPARATION
STEEL HOSE
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL
TROUGH, 5 DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
SANITARY SEWER MAINS.
CLAMPS 4" A.C.1D.I. TO 4" C.I.IPLASTIC
BETWEEN BOTTOM OF GAS
23. ALL LATERALS (4" AND 6) SHALL UTILIZE A 4" RISER (STACK).
ACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE
MIN.1/4" THICK EPDM COUPLING
AND TOP OF SAN SEWER,
AND TOP OF SAN SEWER
TO ELEV. INDICATED ON PLANS
CLASS B BEDDING.
SELECT BEDDING MATERIAL
FOR SR
CIO CAP ASSEMBLY
18" MINIMUM SEPARATION
NOTES SEE DETAIL S.1 ILATERAL
SEINER SERVICE LATERAL
PUBLIC WORKS COMMISSION
NOT ALLOWED,
BETWEEN BOTTOM OF WATER AND TOP OF SAN SEWER
NO.
DATE
REVISION
(4 -INCH AND 6 -INCH)
FAYETTEVILLE, N.C.
OTHERWISE, BOTH THE
(MIN 4")
1
JAN07
REVISED CONNECTION
DWG. NO, S.10
DWG. BY: PWC
WATER RESOURCES
FOR 18" PIPE .13yd3lft. OF PIPE
SU813ASE SHALL BE UNDISTURBED
2
JULY OS
ADDED NOTES FOR 6" LATERALS
SHEET NO.
SOIL. WHERE SOIL IS DEEMED
I
DWG- NO. S.20
DWG- BY, PWC
WATER RESOURCES
30" PIPE .19yd3tft. OF PIPE
UNSUITABLE BY THE PWG PROJ. REP.
1OF1
DATE: JAN. 01, 2011
APPROVED BY: JEG
ENGINEERING DEPARTMENT
2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
FOR 36" PPE .25yd3fft. OF PIPE
3
CLEANOUT SHALL BE SET
SEE PAVT PATCH DETAIL FOR
10, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
LAST T OF FILL IN PAVED AREAS
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY
L
COMPACTED TO 95% MAX. DENSITY
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
19�!` AS DETERMINED BY ASTM D698
°qF
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FOR 12" PVCIDI B=2', D=T -O'
2fl11-S10 fesslat.dwg
NOTES:
I. ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
EXCAVATIONS. IN OSHA "SAFETY AND HEALTH REGULATIONS
FOR CONSTRUCTION", CHAPTER XVI 1 OF TITTLE 29, CFR, PART
1926. THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL
ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK.
2. BEDDING MATERIAL QUANTITIES ARE CALCULATED BASED
ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL
BE INSTALLED REGARDLESS OF PIPE MATERIAL.
FOR 48"•RCPIDI B= -V. Dom'
FOR 42" RCPIDI B=6, D=5'-6"
FOR 30" RCP/DI B--4'-6", D=4'-6"
FOR 24` RCP/DI B=4', 0=4'-0"
FOR 18" 0%lnnv 6=3' i 3'
Lm m
10, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY
mmrr
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT
FOR 15" PVC/DI B --T, Dom'
UNDISTURBED SOIL II
SHELL CUTTER NO HAMMER TAPS ALLOWED.
�
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE
CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS
FOR 12" PVCIDI B=2', D=T -O'
BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NO SEPARATE
THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR
H
TO FINAL. INSPECTION.
S. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF
#
FOR $" PVC/DI 8=2', D=T -O"
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED
ALL. CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION
PRIOR TO CLEARING ANDIOR LAND DISTURBANCE.
ACCESS LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND
13. WHEN CROSSING CREEK OR ORAINAGE-WAY, THE CONTRACTOR SHALL
PERMIT SHALL. BE MAINTAINED ON THE SITE: AT ALL TIMES.
RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE
CONCURRENTLY WITH SEWER MAIN.
SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM.
S. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER
DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO
7. SANITARY SEWER SERVICE C10 STACK SHALL BE
OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE
Q
o
3. THE BEDDING MATERIAL SHALL BE GRANULAR, CLEAN, COARSE
BACKFILL SHALL BE PLACED IN
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WITH
OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED
STRAPS & ALIGNMENT FLANGE FOR CONNECTION TO PIPE
z
PEA GRAVEL, OR WELL GRADED CRUSHED ROCK
6" LAYERS AND COMPACTED
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE. FOR D.I.
OF THE AMENDED PERMIT.
LATERALS UTILIZING A TAPPING SADDLE AN ALIGNMENT
w
PLACED IN LAYERS NOT TO EXCEED 6" LOOSE LIFTS FOR
TO 90% MAXIMUM DENSITY AS
ELECTRICAL CROSSINGS
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE
9. THE CONTRACTOR SHALL USE SDR -26 26 PVC TEE FOR
ENGINEER. (NO SEPARATE PAYMENT).
in
THE FULL WIDTH OF THE TRENCH.
DETERMINED BY ASTM D698
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND .
ONE PIECE MOLDED OR FABRICATED. TEE WYES & TWO
IAl2
PIECE TEES ARE NOT ACCEPTABLE.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED
MAIN
TO 12" ABOVE TOP OF PIPE
10. INSTALLATION OTHER THAN AS SHOWN MUST BE
ID
ENGINEER APPROVED BY THE PWC.
APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING
18 M1NEMlAN SEPARATION
4. BEDDING MATERIAL SHALL BE INSTALLED AND PAID FOR IN
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL
TROUGH, 5 DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
SANITARY SEWER MAINS.
CONDITIONS ARE NOT MET.
BETWEEN BOTTOM OF GAS
23. ALL LATERALS (4" AND 6) SHALL UTILIZE A 4" RISER (STACK).
ACCORDANCE WITH THE FOLLOWING CHART TO PRODUCE
`°� CLEANOUT SHALL BE SET
AND TOP OF SAN SEWER,
AND TOP OF SAN SEWER
TO ELEV. INDICATED ON PLANS
CLASS B BEDDING.
SELECT BEDDING MATERIAL
BE D.I.
18" MINIMUM SEPARATION
V
FOR 8" PIPE .067yd3fft. OF PIPE
NO OVERAGE ALLOWED SEE
NOT ALLOWED,
BETWEEN BOTTOM OF WATER AND TOP OF SAN SEWER
AND TOP OF SAN SEWER,
FOR 12" PIPE .09yd31ft..OF PIPE
NOTE 4
OTHERWISE, BOTH THE
(MIN 4")
SEPARATION BETWEEN WATER
FOR 15" PIPE .11yd31ft. OF PIPE
AND SEWER OD TO OD
Dl. IF WATER MAIN IS EX.,
X GAS
MAX (D1A(2)
FOR 18" PIPE .13yd3lft. OF PIPE
SU813ASE SHALL BE UNDISTURBED
EXISTING
FOR 24" PIPE .15yd3fft. OF PIPE
SOIL. WHERE SOIL IS DEEMED
I
DWG- NO. S.20
DWG- BY, PWC
WATER RESOURCES
30" PIPE .19yd3tft. OF PIPE
UNSUITABLE BY THE PWG PROJ. REP.
_ DIA
r PIPE DIA
APPROVED BY: J.E.G.
2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
FOR 36" PPE .25yd3fft. OF PIPE
AUTHORIZED AREA SHALL BE UNDERCUT
CLEANOUT SHALL BE SET
ONLY.
BETWEEN BOTTOM OF WATER
FOR 42" PIPE .32yd31ft. OF PIPE
AND BACKFILLED WITH SELECT BEDDING
FOR 48- PIPE .36yd31ft. OF PIPE
MATERIAL. AREAS NOT AUTHORIZED
B
AND TOP OF SAN SEWER,
S. BEDDING MATERIAL TO UNDISTURBED TRENCH
AS UNDERCUT SHALL BE BACKFILLED SEE NOTES 1 & 2.
UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT EACH
OTHERWISE, BOTH THE
WALLS AND TRENCH BOTTOM. OVERAGE OF BEDDING MATERIAL
BOTTOM.
AT CONTRACTORS EXPENSE WITH
ATCOSELECT
CROSSING PRIOR TO CONSTRUCTION OF LATERAL TO INSUR
INSURE
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
BEDDING MATERIAL.
CROSSING IN ACCORD WITH
THE PROJECT REPRESENTATIVE AND SHALL ONLY BE PAID
FOR IN THE AMOUNT OF THE AUTHORIZED QUANTITY.
6. BEDDING MATERIAL SHALL BE PROPERLY RODDED AROUND
THE PIPE HAUNCHES.
7. CONTRACTOR SHALL USE TRENCH BOX SHORING IN ALL OPEN
CUTS IN PAVED AREAS. TRENCH WIDTH SHALL BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
SEWER BEDDING PUBLIC WORKS COMMISSION NO. DATE REVISION
N.T.S. FAYETTEVILLE, N.C. 1 JANOS REVISEDNOTIS
SHEET. NO. DWG. NO. S.13 DWG' BY: PWC WATER RESOURCES
1 OF 1 DATE: JAN. 01, 2011 APPROVED BY: J.E.G. ENGINEERING DEPARTM NT
2011-S13 SEWER BEDDING
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL
10, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND
PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY
MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF
SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT
THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
.CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
SHELL CUTTER NO HAMMER TAPS ALLOWED.
13. LATERAL SHALL CONFORM TO THE 114" PER FOOT FOR THE 2" OR THE i18"
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE
CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS
WEEK PRIOR TO.THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO
BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. (NO SEPARATE
THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR
PAYMENT).. NCOENR'S FINAL APPROVAL IS REQUIRED.
TO FINAL. INSPECTION.
S. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF
15. LATERALS GREATER THAN 29 DEPTH SHALL UTILIZE DUCTILE
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED
ALL. CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION
PRIOR TO CLEARING ANDIOR LAND DISTURBANCE.
ACCESS LOCATIONS INTO NON -PAVED AREA. (NO SEPARATE PAYMENT).
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND
13. WHEN CROSSING CREEK OR ORAINAGE-WAY, THE CONTRACTOR SHALL
PERMIT SHALL. BE MAINTAINED ON THE SITE: AT ALL TIMES.
RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE
CONCURRENTLY WITH SEWER MAIN.
SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM.
S. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER
DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY.
THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO
7. SANITARY SEWER SERVICE C10 STACK SHALL BE
OFF-SITE BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE
LOCATED IT FROM WATER SERVICE LOCK VALVE WHEN IN
CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION
THE SAME DITCH,
CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WITH
OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED
STRAPS & ALIGNMENT FLANGE FOR CONNECTION TO PIPE
AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT.
(GENCO SADDLE). TAPPING SADDLES WITHOUT AN
THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE. FOR D.I.
OF THE AMENDED PERMIT.
LATERALS UTILIZING A TAPPING SADDLE AN ALIGNMENT
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
FLANGE IS NOT REQUIRED (ROMAC OR APPROVED EQUAL).
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
ELECTRICAL CROSSINGS
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE
9. THE CONTRACTOR SHALL USE SDR -26 26 PVC TEE FOR
ENGINEER. (NO SEPARATE PAYMENT).
CONNECTION TO SDR -26 26 PVC PIPE OR D.I. TEE FOR
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL
CONNECTION TO DUCTILE IRON PIPE. PVC TEE SHALL BE
MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND .
ONE PIECE MOLDED OR FABRICATED. TEE WYES & TWO
DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
PIECE TEES ARE NOT ACCEPTABLE.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED
MAIN
SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED.
10. INSTALLATION OTHER THAN AS SHOWN MUST BE
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN
ENGINEER APPROVED BY THE PWC.
APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING
18 M1NEMlAN SEPARATION
OUTLET.
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL
GENERAL EROSION PUBLIC WORKS COMMISSION
AND SEDIMENT CONTROL. NOTES FAYETTEVILLE, N.C.
ON
DWG. NO. ECA DWG. BY PWC
SHEET NO. WATER RESOURCES
1OF1 DATE JAN. 01, 2005 APPROVED BY J,E.G. ENGINEERING DEPARTMENT
DATE I REVISION
SEWER SERVICE LATERAL NOTES
1. CONTRACTOR SHALL MAKE UP STACK & SUBMIT TO
12. SLOPE AND DEPTH OF THE SERVICE LATERAL SHALL BE
ENGINEER FOR APPROVAL & SHALL SUBMIT TAPPING
DETERMINED BY THE TOPOGRAPHY OF THE LOT AS APPROVED
SADDLE IF USED TO ENGINEER FOR APPROVAL.
BY THE PWC ENGINEER OR AS INDICATED ON THE DRAWINGS.
2. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH
1 9.50
SHELL CUTTER NO HAMMER TAPS ALLOWED.
13. LATERAL SHALL CONFORM TO THE 114" PER FOOT FOR THE 2" OR THE i18"
3. LATERAL SHALL CONFORM TO ASTM SPECS, 07$ OU
PER FOOT FOR THE 6" MINIMUM SLOPE. MAXIMUM CLEAN OUT SPACING
SDR -26 UNLESS OTHERWISE INDICATED AS D.I.
FOR 4" PIPE 76,6' PIPE 100'.
4. ALL PIPE & FITTINGS SHALL BE 4" OR 6" UNLESS
14. SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR SLIDE $
OTHERWISE SPECIFIED.
SHELF DETAIL FOR VERTICAL DROPS OF MAINS AND LATERALS.
S. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF
15. LATERALS GREATER THAN 29 DEPTH SHALL UTILIZE DUCTILE
CERAMIC EPDXY OR FUSED CALCIUM ALLUMINIZE CEMENT
IRON PIPE AND FITTINGS WITH CERAMIC EPDXY OR FUSED CALCIUM
WITH FUSED CALCIUM ALLUMI NATE AGGREGATES. THE
ALUMINATEE CEMENT WITH FUSED CALCIUM ACUMINATE AGGREGATES.
ENTIRE D.I. LATERAL SHALL BE COMPRISED OF D.E. PIPE &
1 17.00
MECHANICAL JOINT FITTINGS.
16. ENTIRE SEWER LATERAL ASSEMBLY SHALL BE AIR TESTED
6. ALL CONNECTIONS SHALL HAVE RUBBER GASKET
CONCURRENTLY WITH SEWER MAIN.
SEALS INSTALLED.
1 21.50
22.00
17. INDIVIDUAL LATERALS SHALL BE CLEANED AND FLUSHED PRIOR TO
7. SANITARY SEWER SERVICE C10 STACK SHALL BE
FLUSHING SANITARY SEWER MAINS.
LOCATED IT FROM WATER SERVICE LOCK VALVE WHEN IN
O D
THE SAME DITCH,
18. LATERAL SHALL NOT BE BACK-FILLED UNTIL INSPECTED BY THE PWC
8. THE CONTRACTOR MAY USE A TAPPING SADDLE WITH
PROJECT COORDINATOR.
STRAPS & ALIGNMENT FLANGE FOR CONNECTION TO PIPE
CROSSING IN ACCORD WITH
(GENCO SADDLE). TAPPING SADDLES WITHOUT AN
19. WYE CONNECTIONS SHALL NOT BE USED TO TIE LATERALS INTO A
ALIGNMENT FLANGE WILL NOT BE ACCEPTABLE. FOR D.I.
MANHOLE.
LATERALS UTILIZING A TAPPING SADDLE AN ALIGNMENT
C55 GRADE J-11 EXCEPT 8. SEE STANDARD MANHOLE DETAIL FOR 2 LATERALS (REGARDLESS OF SIZE)
13. MANHOLE AND CONNECTIONS SHALL BE
FLANGE IS NOT REQUIRED (ROMAC OR APPROVED EQUAL).
20. IF BENDS ARE APPROVED BY THE PROJECT COORDINATOR, STONE
ELECTRICAL CROSSINGS
BEDDING IS REQUIRED TO BE INSTALLED FROM UNDISTURBED (SEE
9. THE CONTRACTOR SHALL USE SDR -26 26 PVC TEE FOR
DETAIL S.12) SOIL TO BOTTOM OF BEND.
CONNECTION TO SDR -26 26 PVC PIPE OR D.I. TEE FOR
LB5ICUFT MANHOLES. ALL LATERALS SHALL
9, MORTAR SLIDE SHALL BE USED FOR MANHOLE DETAIL
CONNECTION TO DUCTILE IRON PIPE. PVC TEE SHALL BE
21. PVC COMBINATION SHALL BE 2 PIECE TEE WYE, GASKETED, SDR26, AS
ONE PIECE MOLDED OR FABRICATED. TEE WYES & TWO
MANUFACTURED BY HARCO, GPK OR APPROVED EQUAL.
PIECE TEES ARE NOT ACCEPTABLE.
REQUIREMENTS FOR UNDERGROUND
MAIN
22. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
10. INSTALLATION OTHER THAN AS SHOWN MUST BE
SHALL ENTER A 4' DIAMETER TERMINAL MANHOLE. NO MORE THAN 2
ENGINEER APPROVED BY THE PWC.
LATERALS (REGARDLESS OF SIZE) SHALL ENTER ALL OTHER 4'
18 M1NEMlAN SEPARATION
DIAMETER MANHOLES. ALL LATERALS SHALL HAVE AN INDIVIDUAL
11. TAPPING PROCESS SHOWN SHALL BE USED FOR ALL
TROUGH, 5 DIAMETER MANHOLES SHALL BE USED IF THE ABOVE
SANITARY SEWER MAINS.
CONDITIONS ARE NOT MET.
BETWEEN BOTTOM OF GAS
23. ALL LATERALS (4" AND 6) SHALL UTILIZE A 4" RISER (STACK).
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO, I DATE I REVISION
NOTES (4• -INCH AND 6 -INCH) FAYETTEVILLE, N.C.� 1 AN 07 REVISED NOTES
SHEET NO. DING. NO. 5.1 DWG. BY: PWC WATER RESOURCES z JULYos RNOTESS N23 4 & 8ALIDED
1OF1 DATE: JAN. 01, 2011 1 APPROVED BY: JEG ENGINEERING DEPARTMENT
TO FIND "E" ENTER CHART AT LEFT WITH EFFLUENT PIPE SIZE
AND ENTER PIPE AT TOP WITH INFLUENT PIPE SIZE. "E" DISTANCE
IS POINT OF CONVERGENCE OF COLUMN AND ROW.
D2
O
WHERE 5' MH IS REQUIRED ADD V2" TO "E" DISTANCE TO ACCOUNT
FOR THE ADDITIONAL T OF SHELF SLOPE.
2011-S11 RESSLAT notes.
NOTES:
1. SEE PWC STANDARD MANHOLE AND
PIPE SLIDE, MORTAR SLIDE AND
SHELF DETAILS FOR ADDITIONAL
INFORMATION.
2. THE "I-" DISTANCES INDICATED ARE FOR
CONNECTION TO AN EXISTING OUTFALL
AND ARE THE MINIMUM DISTANCE
ALLOWABLE.
3. WHERE SANITARY SEWER OUTFALLS
AND MAINS ARE BEING CONSTRUCTED
THE TOP OF THE EFFLUENT PIPE AND
THE TOP OF THE INFLUENT PIPE SHALL
BE AT THE SAME ELEVATION UNLESS
CONDITIONS ARE PROHIBITIVE TO THIS
PRACTICE.
MAIN OR LATERAL
MIN SLOPE
4` 02.00% MIN.
6" 0 0.67% MINJMAIN
6" 0 2.00% MINJLATERAL
8" Q 0,40% MIN.
12" 0 0.22% MIN.
15" 0 0.15% MIN.
18" 0 0.12% MIN.
MH CONNECTION DESIGN GUIDE PUBLIC WORKS COMMISSION NO, I DATE REVISION
N.T.S. FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. S' I $ DWG. BY: PWC WATER RESOURCES
1 OF DATE: JAN. 01, 2011 APPROVED BY: J:E.G. ENGINEERING DEPARTMENT
2011-S18 PENETRATION DETAIL.
10' MIN. HORIZONTAL
4"
6"
T
12"
15" IT 24-
81
9.00
1 9.50
10.00
-
_ -
12
11.00
11.50
12.00
13.00
-
15
1425
114.75
15.25
16.25
17.00 -
18
16.50
1 17.00
17.50
18.50
19.25 20.OD -
24
21.00
1 21.50
22.00
23.00
23.75 24.50' 26.OD
2011-S11 RESSLAT notes.
NOTES:
1. SEE PWC STANDARD MANHOLE AND
PIPE SLIDE, MORTAR SLIDE AND
SHELF DETAILS FOR ADDITIONAL
INFORMATION.
2. THE "I-" DISTANCES INDICATED ARE FOR
CONNECTION TO AN EXISTING OUTFALL
AND ARE THE MINIMUM DISTANCE
ALLOWABLE.
3. WHERE SANITARY SEWER OUTFALLS
AND MAINS ARE BEING CONSTRUCTED
THE TOP OF THE EFFLUENT PIPE AND
THE TOP OF THE INFLUENT PIPE SHALL
BE AT THE SAME ELEVATION UNLESS
CONDITIONS ARE PROHIBITIVE TO THIS
PRACTICE.
MAIN OR LATERAL
MIN SLOPE
4` 02.00% MIN.
6" 0 0.67% MINJMAIN
6" 0 2.00% MINJLATERAL
8" Q 0,40% MIN.
12" 0 0.22% MIN.
15" 0 0.15% MIN.
18" 0 0.12% MIN.
MH CONNECTION DESIGN GUIDE PUBLIC WORKS COMMISSION NO, I DATE REVISION
N.T.S. FAYETTEVILLE, N.C.
SHEET NO. DWG. NO. S' I $ DWG. BY: PWC WATER RESOURCES
1 OF DATE: JAN. 01, 2011 APPROVED BY: J:E.G. ENGINEERING DEPARTMENT
2011-S18 PENETRATION DETAIL.
10' MIN. HORIZONTAL
TOWARD TROUGH
SEPARATION BETWEEN WATER WATER MAIN
19 MIN. HORIZONTAL
AND SEWER OD TO OD
16. THE LATERAL INVERT SHALL BEAT
U
THE TOP OF SHELF. AT TERMINAL
O
EXISTING
ANDSEWERODTOODNWATER
-4* LATERAL
(LOCATION VARIES)
UNDERGROUND
LATERAL SHALL BE NO LOWER
NOTES
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ELECTRIC
WATER MAIN
1$" MINIMUM SEPARATION
Lai
CLEANOUT SHALL BE SET
EXISTING STORM DRAIN
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X GAS
BETWEEN BOTTOM OF WATER
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AND TOP OF SAN SEWER,
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Lo
EX. UNDERGROUND
OTHERW€SE, BOTH THE
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CROSSING IN ACCORD WITH
ELECTRIC
LATERAL & WATER MAIN SHALL
�
REQUIREMENTS FOR UNDERGROUND
C55 GRADE J-11 EXCEPT 8. SEE STANDARD MANHOLE DETAIL FOR 2 LATERALS (REGARDLESS OF SIZE)
13. MANHOLE AND CONNECTIONS SHALL BE
.
BE DI. IF WATER MAIN IS EX.,
ELECTRICAL CROSSINGS
ADDITIONAL REQUIREMENTS.
ABSORPTION LESS THAN iD SHALL ENTER ALL OTHER 4DIAMETER
IN ACCORDANCE WITH PWC STANDARD
ONLY MAKE SS LATERAL DI.
h
LB5ICUFT MANHOLES. ALL LATERALS SHALL
9, MORTAR SLIDE SHALL BE USED FOR MANHOLE DETAIL
CROSSING IN ACCORD WITH
SEWER
LESS THAN 1 FOOT SEPARATION HAVE AN INDIVIDUAL TROUGH UNLESS
LL
REQUIREMENTS FOR UNDERGROUND
MAIN
3. MATERIAL USED TO SEAL AROUND THEY HAVE A SLIDE OR DROP
PIPE SHALL BE NON -SHRINK GROUT. BETWEEN INVERT OUT & INVERT OF 14. THE MINIMUM SLOPE ACROSS THE INVERT STRUCTURE. V DIAMETER MANHOLES
ELECTRICAL CROSSINGS
24" MINIMUM SEPARATION . EXISTING
18 M1NEMlAN SEPARATION
OF PRECAST CONCRETE. FIBERGLASS 10. PIPE SLIDE REC7D WHERE VERTICAL OTHERWISE APPROVED BY PWC, CONDITIONS ARE NOT MET.
BETWEEN BOTTOM OF STORM STORM DRAIN
BETWEEN BOTTOM OF GAS
MANHOLE 1S NOT ACCEPTABLE. SEPARATION BETWEEN PIPE INVERTS 15. WHEN EXTENDING IN FUTURE, 18. NO MORE THAN 5 LATERALS SHALL
`°� CLEANOUT SHALL BE SET
AND TOP OF SAN SEWER,
AND TOP OF SAN SEWER
TO ELEV. INDICATED ON PLANS
OTHERWISE LATERAL SHALL
SI4AEa R
BE D.I.
18" MINIMUM SEPARATION
V
18" MINIMUM SEPARATION
BETWEEN BOTTOM OF GAS
NOT ALLOWED,
BETWEEN BOTTOM OF WATER AND TOP OF SAN SEWER
AND TOP OF SAN SEWER,
24" MINIMUM SEPARATION .
10' MIN. HORIZONTAL
WATER MAIN
OTHERWISE, BOTH THE
ETWEEN BOTTOM OF STORM AND
SEPARATION BETWEEN WATER
LATERAL & WATER MAIN SHALL TOP OF SAN. SEWER, OTHERWISE
AND SEWER OD TO OD
Dl. IF WATER MAIN IS EX.,
X GAS
LATERAL SHALL BE D.I.
N.T.S.
O
ONLY MAKE SS LATERAL DE
�. ALL VERTICAL AND HORIZONTAL SEPARATION SHALL BE IN
EXISTING
ACCORDANCE WITH STATE REGULATIONS.
UNDERGROUND
DWG- NO. S.20
DWG- BY, PWC
WATER RESOURCES
ELECTRIC
DATE: JAN. 01, 2011
APPROVED BY: J.E.G.
2. THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
18` MINIMUM SEPARATION
CLEANOUT SHALL BE SET
ONLY.
BETWEEN BOTTOM OF WATER
TO ELEV. INDICATED ON PLANS
3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL EXISTING
AND TOP OF SAN SEWER,
UTILITIES BOTH HORIZONTALLY AND VERTICALLY AT EACH
OTHERWISE, BOTH THE
CROSSING PRIOR TO CONSTRUCTION OF LATERAL TO INSUR
INSURE
&WATER MAIN SHALL
CROSSING IN ACCORD WITH
PROPER CLEARANCES ARE MAINTAINED.
BE DI. IF WATER MAIN IS EX.,
SD
REQUIREMENTS FOR UNDERGROUND
ONLY MAKE SS LATERAL DL.
ELECTRICAL CROSSINGS
4, ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS
INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
SEWERM
COORDINATOR PRIOR TO INSTALLATION OF SEND OR EXTENDING
1B" MINIMUM SEPARATION
THE LATERAL FROM THE MAIN,
EXISTING
BETWEEN BOTTOM OF GAS
STORM DRAIN
AND TOP OF SAN SEWER
S. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS
SHALL BE APPLICABLE.
24' MINIMUM SEPARATION
BETWEEN BOTTOM OF SEWER
6. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR ADDITIONAL
AND TOP OF STORM, OTHERWISE
INFORMATION WHEN CROSSING UNDERGROUND ELECTRICAL
LATERAL SHALL BE DI.
FACILITIES.
SEWER SERVICE LATERAL
PUBLIC WORKS COMMISSION
NO,
DATE
REVISION
UTILITY CONFLICT SEPARATION
FAYETTEVILLE, N.C.
REQUIREMENTS
imi
1 JAN
05
REVISED NOTES 1 AND 6
SHEET No.
DWG. NO. S. 12
DWG. BY: PWC
WATER RESOURCES
z
NOV os
ADDED NOTE ON LX LATERALS
1OF1
DATE: JAN. 01, 2011
APPROVED BY:
ENGINEERING DEPARTMENT
3
MAR 10
ADDED LATERAL & WNM SEPARATION
SHAPE FLOW CHANNEL TO
314 HEIGHT OF OUTLET PIPE
RING AND COVER AND STEPS
ALIGN OVER INVERT OUT
SHAPE FLOW CHANNEL TO
SLOPE TOP OF CONCRETE 314 HEIGHT OF OUTLET PIPE
SHELF 0:12 MIN/2:12 MAX)
TOWARD TROUGH �.
i AND COVER AND STEPS
;N OVER INVERT OUT
SLIDE DETAIL FOR LATERALS
ENTERING MANHOLE.
ALSO SEE DETAIL S.4
2011-S12 UTIL CONFUCT.dwg
SLOPE TOP OF CONCRETE
SHELF (1:12 MINn:12 MAX)
z
TOWARD TROUGH
z
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16. THE LATERAL INVERT SHALL BEAT
U
THE TOP OF SHELF. AT TERMINAL
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-4* LATERAL
(LOCATION VARIES)
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13. MANHOLE AND CONNECTIONS SHALL BE
.
ADDITIONAL REQUIREMENTS.
ABSORPTION LESS THAN iD SHALL ENTER ALL OTHER 4DIAMETER
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h
LB5ICUFT MANHOLES. ALL LATERALS SHALL
9, MORTAR SLIDE SHALL BE USED FOR MANHOLE DETAIL
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4. MANHOLE SHALL BE CONSTRUCTED INCOMING PIPE. OF THE MANHOLE SHALL BE 1%, UNLESS SHALL BE USED IF THE ABOVE
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LD
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19, USE OF TEE-WYES ON LATERALS IS
V
NOT ALLOWED,
TERMINAL MANHOLE
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
N.T.S.
FAYETTEVILLE, N.C.
SHEET NO.
DWG- NO. S.20
DWG- BY, PWC
WATER RESOURCES
DATE: JAN. 01, 2011
APPROVED BY: J.E.G.
1OF1
ENGINEERING DEPARTMENT
2011-S20 TERMINAL MANHOLEAM
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(TYPE -- E) kz� sti z
i 7 3/4"
Lj
K K 1' " 2 3/4" r . m
li iE�T4 L NAiSEi) FWw A1tROW ¢ v ��'J
'i11 1 PAM FLOW AR110Yf " FIK`rli ' . 1 • d.e • ai a . • ''..4ti e A • ` d, e . d ..: d'. '.: �.' �c -
SEC" - AA o
L Y � � � 1 1 2" v _ a• �`
FRAME PLAN Q 3/4. Exp ExP. LY
SECTION - JJ d q JOINT = LL_-
O
t 3 1 1/2 PLAN 0
w 1/8'R 7 $' I 1 .. Q
R
•-� .�,- 2'-11 3 4" 1 1 , 2• ROLLBACK CURB TRANSITION FOR ©...._L C) (/-tel
1 1 j+V 1 t 2" 1 3/4' SEC110N .. A A • I01g1E$E1KG D1�r LUi1 W T� 1.J
- •T , _ ' " c11 mac awsloN STANDARD WHEELCHAIR RAMP .._. cL
. ��` �� �� � I�43 -•1� NT5 nC 4 mAimE3al�E DFst
4�' r SECTION - A A
Qk 9 au9ailry in
�CLTION, - KK s n> SECTION TYPICAL 4,�ii�,a-, ri
HOOD ELEVATION SECTION __ - RR (TYPE - F) (TYPE -- G) AT TPANSrIM MR
BACK OF CURB srelmw� >x
DATE Oho/s5 ORWN BY GG
REMs11aN
RLr�sxl ave __s�a�s D�a19r r w
NCH CAR01lF1A STANDARD FRAME, GRATES, AND HOOD SHEET 1 OF 2 NORTH CAROLINA STANDARD FRAME, GRATES, AND HOOD S1 -IE ET 2 OF °'\g�n'"°od\goawin\d"g\>3tandard\typ9wbcd,l�y � : y SAI srxE N.T.S. c�co By ext ���,��� ,a , ,, #,.,' F,� L)
DEP'r. OF IRMSPORTATION DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS FOR USE ON STANDARD CATCH BASIN mts.) 840.03 DIVISION OF NGHWAYS FOR USE ON STANDARD CATCH BASIN cN r -s.) 840.03.
RALSTON. N.C. RALEIGH. N.C.
LL!
STANDARD BRICK CATCH BASIN (15» THRU 5e PIPE) OPEN THROAT JUNCTION BOX
U
BACK OF CURB (N.T.S.) SID. -- -'--'- HEADWALL DWENSIONS E _.-... N.T.S.
STEP 840.66 FOR CORCME PIPE 8' A 8' GENERAL NOTES:
x g' 8'
PIPE zE. INF. W, W2 H, H2 H3 D E 0 Va. Y 1. CONCRETE BASES TO BE CLASS "A' (3000 P.S.I.) PLACES ON A FIRM FOUNDATION.
Y A Y z 8 " `""' ..•, STP (x.6%6 12" 15" s" 23" 4 3'-r 5'-5` 1'-3` 3'-1' 12` 1'-3' 1-9 40' 1600 2. FORMS ARE TO BE USED FOR 71iE CONSTRUCTION OF Ilii: BOTTOM SLAB.
• ,r -%s^ : E 18' 27' 4 S-8' 6'-1' 1'-9" 3'-7' 12 1'-6' 2'-3' 45' 2100 x x 3. ALL MORTAR JOINTS ARE TO BE 1/2' 1/8".
1',24 33' 5 4'-3" 7'-2' 2'-0' 4'•-3' 12' 1'-10' 2'-9' 45' 285fl +�
E �, 4. All EXPOSED JOINTS SHALL BE CONCAVE TOOLED. �.
E46
39' S 4'-8" 8'-4' 2'-4' 4'-9' 12 2'-2' 3'-3' 45 3700 " „
`� G '+ +8` 6 5'-8' o' -1D' 3'-3' 5'-9' 12' 2'-11` 4'-+' 45 5600 as 5. CEMENT MORTAR SHALL BE ASTM C-270, TYPE M d`' s's3 6 6'-7` 12'-s' 3'-8• 6'-8- 12' Y-4" s'-3' 4s 7500 -- 6. JUMBO BR[CK WILT BE PERMTITED. CONCRETE BR[CK OR 4" SOLID
PE;pga.'WALL 2.81 6 8'-9• 13'-4" 4'-5" 8'-0- 15• 3'-4' 7'-5• 50 10000 CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK.
91' 6 a'-9" 13'-4" 4'-5" 9'-•0" 27" 3'-4' 7'-5' 50' 10000 , „ �
�rBN x `.Y.....- 7. FOR 8-0 IN HEIGHT OR LESS USE 8' WALE, OVER 8'-0 IN HEIGHT USE
END �YA1sON :: ,,r• •'°jZ' W, D 6' 12" WALL TO V -O" FORM TOP OF WALL, AND 8' WALL FOR THE REMAINING 6'-0'.
8. ALL JUNCTION BOXES OVER 3'-e IN DEPTH SHALL BE PROVIDED WITH
SIDEWHERE 30'. TTI 36' PIPE IS USED. ELEVATl�V r s GENERAL NOTES Y Z° STEPS 1'-2" ON CENTERS.
4--- - --_.0 WHm 4Y TO 54 PIPE IS tin. PLAN 9. INVERT'S SHALL BE SNAPPED TO FORM A SMOOTH, REGULAR SURFACE,
SECTION - NM 1'. ALL CONE Ta BE 4000 PSI rerR SLOPED TO PREVENT SEDIMENTATION.
E 2 ft�FDRC4Iiii' SM SHAM. RM ASTM 910 MUDE 60 M r MI1
A r o o = dfARFNCf 24' OCA RIAs $ COYER 1/4" X B' E7d? JT.
8" 8 E 3. CHUM AEE. EXPOSED EDGES 3/4'. Wf1H THE WORDS "MAM SEWER" C
4 PRECAST HEADWALL UNR SHAD. BE CAREFULLY POW NED ON THE / Wf. APPROX 250 LBS. ! : 1 t a .: ♦ A
PREPARED FWMT10N AND PIPE MOM INTO HFA WALL OR ITIE"ALt �
SLID WER PPE AND CH13 S FOR AU0411E IL r. OPENEING 5:
OUTLET 0 J d BY COIY TDR. BONOtliG A[,fN USFD RFQtI PRECAST RO.c 001IC. r r • • •'
A 6. CARE SHALL BE TAKEN DURING BACKFILLM NO COi1PACTION TO PReMOM DAMAGE
�� i' wi I $• GONIRA�CM MEN PER1srTED WIINTM AMM. NEER TO THE UNEC MAY 8E RE3WR£0
7. � VARIES WrIH SIZE OF UWr, "' ' ' •
�: PIS FRONT ELEV" SIDE ELEV. vAlaous HOE slzE AND sIEAPrs wAf ARiF BY 5PECfA1 ORDER -
GRATE, do HOOD 9. ALL DaINSOHS ARE NOM M. , s : '
• � 840.038 w !+
MORTAR JOINTS 1/2" 1/8 THICK
3400 P.S.T. 0MCRETE T,) BE USED.
THE POURING OF FE.O(xt STAB TO BE A00MPLISHED BY FOR,W. r � VARIES a SECTION � YY
ALL CATCH BASINS OVER 3'-•6` IN DEPTH SiiA L BE PROVIDED ��� ��I►4FII1►rea��i
WITH STEPS 1' -2' ON CENTERS. B • [] 1G & MrkKO A M REPT • 1G h MA�107UdiCE DEP? • do YJ�TCQ1AttCE �'!
USE TYPE "E', "f", & "(. GRATE UNLESS OTHERWISE WCATED. 8" 8' 0& � UbASION r- -T- a& ellma IG T1MS((A1 CNi1. ENgi{133M fMVSION
433 HAY ST. 28301 433 HAY ST. 28301 433 HAY ST. 283111
JUMBO BRICK WILL BE PENT TED. CONCRETE RVK OR 4 SOLID Z:I u�
D [phone] [phone] [phone] d '• N
CONCRETE BLOW MAY BE USED IN LIEU OF CLAY BRIG#(S � • 'a : • o
FOR 8' -0' tH HE%ff OR LESS USE 8' WALL. OVER 8' --0' IN ADOPTED FROM NCDOT �� PRECAST CONCRETE - r to OPEN THROAT
HGHT USE 12' WALL T>7 6' -0' FROM TOP OF WNL, 8' WALL STANDARD NO. 840.01 HEADWALL SYSTEM b" g• vARS 8" 6" JUNCTION BOK
FOR THE ANG 6' •-0". , �' REVISION "A" .. 12" THRU '72" PIPE BY ' ��
INVERTS SHAW. BE SHAPED TO FORM A TOOTH, REGULAR SURFAM SECTION - xx PAGE 1 OF WING & WALL SECTION N.C.PRODUCTS CORP. SECTION - XX THE CITY OF A�cE TEVILLE
SLOPED TO PREVENT S'EENMENTATION. N0.' 840.01
REVISION DATE 09/15/95 DRAWN BY G.GODWIN REVISION DATE __ 5/23/87 DRAWN BY GG REVISION DATE 09/15/95 DRAWN BY 0.00M •,���� ���,�•
c:\glenwood\godwin\dtrg\standard\stdbrkcbdwg CAB FILE : STDBRKCB DATE SCALD: N.T.S. a(D BY MLW c:\glenwood\godwin\dwg\siandard\precashw.dwg =FILE : PRECASHw DATE SCALE N.T.S• OWD BY GG c-\glenwood\godwin\dwg\standard\otjunbox.dwg CAB FlLE • OTJllNBOX DATE
SGE N.N.S. CK'D BY MLW
L�
TYPICAL SECTION FOR
2'7'/35' PVM'T (ROLL CURBS Q � 0 00
TYPICAL 24 ROLL -BACK CURB - y-
N.T.S. 0
2� 4- L N O
16"
>
0' R/w ,' 1z m m N
6Y4" 0
,. L_ 0 > °
27'/35' PVM,T 113/16" O._ 1 L Q-
1'-7.13/6"
13.5' 17.5' 13.5'/17.5`
TYPICAL 24" ROLL -BACK CURB a
?,7 S/ 2.0 11.5' 15.5' 11.5'/15.5' 2.0 5`Qpe 1'-8S/6"
1 ¢,,.1_
• 9" srec TYPE "A" •OR "(,`" •� S/o
e 4'-2"
La
• �i h YAllfrOWICE 00. • E71GIi1%t M it YAR{EE VAM DEPT
a& B4GREW 014L510N OW DW*M 4h4S10N o e
433 HAY ST. 28301 433 HAY ST. 28301
(919) 433 -IOW (919) 4U -IM
TYPICAL
STREET SECTION TOLERANCE TO "TYPICAL
FOR NEAREST 1/16" 24 ROLL -BACK
MINOR THOROUGHFARES CiTR13
REVISION DATE 09/19/955 DRAti11N BY G. iX10Ytlt+l REMSION DATE 09 14 95 DRAWN BY G. G00YfIV ra
�V �\�\SWM\5oRl►�Rc c CAD FILE : SORW35RC DATE SCALE 1' # 6' CI(°fl QTY ML WALKER CAIS FILE : 241NRi C DATE SCALE i' a e 0(0 BY M.L WALIcTR q
scale HOR. 1"-40'.
VERs. 1 "--4'
book no.
6278,6289,6290..
SHEET
DRAINAGE DETAILS 21 of 27

Fertilizer Topdressing: TEMPORARY SEEDING R 00111MENDATIONS (a) Thesrft Method .
Fertilizer used for topdreasing on .all roadway areas except slopes 2:1 and steeper shall. be 10-20=20 Wrinte a"at PWW4. Spy Figure 6'$2b
written approval of the Engineer, a different analysis of fertilizer may be used provided grade and shall be
Mu -ca
over each side s1E
applied at the rate of 540 pounds per acre (560kg per hectare). Upon the 1-2-2 ratio is maintained
SEEDING MIXTURE
v
2 4 � aL
and the. rate of application adjusted to provide the same amount of plant food as 10-20--20 onafys€s.
SPECIES RATE (LB. /ACRE)
8' max. srtandard tlherigth fdxU . evIce 130 ps.i. ar
detlfGO eOGO
MAINTENANCE SGtil i3iLE:.
straight cat be used as a mulch anchoring tool.
witA wire feflob Br IRML extra eato
Fertilizer used for topdressing on slopes 2:1 and steeperand waste and borrow areas shall be 16-8-8
Rye (grain) 120
fabric without wire fleetoe
Parldirlo height
grade and shall be applied at the rote of 500 pounds per acre (560 kg per hectare). Upon written
Annual lespedeza (kobe in
rnax. 24T SPACEPK
approval of the Engineer, a different analysis of fertilizer may be used provided the 2-1-1 ratio is
Piedmont and Coastal Plain,
stem !a W Max. OW t�ttl!
maintained and tho rote of application adjusted to provide the some amount of plant food as 16-8-8
Korean In Mountains) so
Attach fdxic
analysis.
h i di l €l i i h
and mulch following erosion or other damage.
f
Plastic or to upaixearrl 4' m= on poding aaeas`
we of W
Crimping. Straw Mulch:
Omit annual le edezo when duraton of temporary cover €s
sP P Y
/"��_"�"
� -•• Flt�hi
2:1 SLOPE, GRAVEL FILTER
not to extend beyond .tune.
11� 4
Crimping will be required on these project adjacent to any section of roadway where traffic is. to be
Summer
POST I�EPTFt:
maintained or allotted during construction. In areas within six feet (2 meters) of the edge of pavement,
SEEDING MIXTURE
Natural 2 feet
straw Is to be crimped and the immediately tacked with asphalt tack.
SEEDING DATES
ro
Cr€mptng of straw In fleu of asphalt tack will be allowed on this project subject to the following condittons:
Mountains --Above 2500 ft Feb. 15 -May 15
Below 2500 ft. Feb. 1 -May 1
:::,,..-8';
Ail areas . seeded aid mulched shall be crimped and/or tacked with asphalt as directed by the Engineer.
Piedmont --Jan. 1 -May 1
daaKt & 4
March 1 - August 31 September 1 - February 28
Coastal Plaln--Dec. 1 -Apr. 15
forwair dung
Crimping wni be Limited to slopes 4:1 or flatter unless the Contractor can demonstrate to the Engineer
by substituted at a rate of 50,lb./acre.
the trench
that the steeper slopes can be negotiated without altering the typical section.
A A
stone diameter.
5# (6kg) Centipede 5# (6kg) Centipede
SOIL AMENDMENTS
CONSTRUCTION SPECIFICATIONS
Straw mulch to be of sufficient length and quality to withstand the crimping operation and provide
Follow recommendations of soil tests or apply 2,000 ib./acre
No Mare than 24
adequate ground aver,
ground agriculture limestone and 750 lb./acre 10-10-10 fertilizer.
of a 36' fabric
Crimping equipment inducting power source shall be subject to the approval of the Engineer providing that
Piedmont ---May 1 --Aug. 15
plastic a wk* fence fab�c � in allowed above grotxtd,
T of Fabric
edt
toF I`
ATTACHMENT DETAILS:
.Gather fabric at posts.
if needed.
.Utilize three ties per post,
all within top 8" of fabric.
.Position each tie diagonally,
puncturing holes vertically
a minimum of 1' apart.
*Hong each tie on a post nipple
and tighten securely.
Use cable ties (Mbs) or soft wire.
maximum spacing of Crimper blades shall not exceed 8 inches (200 mm).
Mu -ca
ties Eh y
ob
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,SSte0l
Natural Rall of
alit fine
2 Grade shallow depression uniformly towards the indet with side slopes
netting; or a mulch anchoring tool. A disk with blades set nearly.
grotgtd
t
MAINTENANCE SGtil i3iLE:.
straight cat be used as a mulch anchoring tool.
16 after
Im IftB e
minimum crest width of the riprap should be 18 inches, with a n-dWmum
sit
1. All erosion and sediment control practices. will be checked for stability and operation
irM
3
L78A LM
FabdC Fence oonripactim
following every stain event, but In no case less than once every week. Any repairs or cleaning
MAINTENANCE
tE 0
necessary to mainsain erosion and sediment control practices shall be completed Immediately.
Refertnize if growth is not fully adequate. Reseed, refertnize
Wound
I
2. All seeded areas w€1f be refertilTzed, reseeded as necessary, and mulched according to the
h i di l €l i i h
and mulch following erosion or other damage.
f
�
it
To provide satisfactory inlet protection efficiency, remove sediment from the
1
2:1 SLOPE, GRAVEL FILTER
TEMPORARY SSEDINC RECOJWNDATIONS (b)
ECT SN" blafNTS �
The fertilizer, the fernizer, limestone,
Summer
(Figure 6.624c Installation detail of a sediment fence.) width)
W )
kinds of seed and and rates of applicatton of seed, and
SEEDING MIXTURE
Vibratory plow Is not acceptable because
shall be. as stated below. During periods of overlapping dates; the kind of seed to be used
SPECIES RAT[ (LB./ACRE)
SEDf1l+lENTFENCE of horizontal compaction
shall be determined by the Engineer. All rates per acre (kilograms per hectare.)
all materials and dispose of sediment properly. Bring the disturbed area to the
N1S
grade of the drop inlet. Smooth and compact as it is needed.
German millet 40
Appropriately stabilize all bare areas around the inlet with ground cover.
March 1 - August 31 September 1 - February 28
In the Piedmont and Mountains, a small -stemmed Sudongross may
WIRE DEWATERING
POOL
by substituted at a rate of 50,lb./acre.
50# (55kg) Rill Fescue 50# (55kg) Tall FEscue
A A
stone diameter.
5# (6kg) Centipede 5# (6kg) Centipede
SEEDING DATES
CONSTRUCTION SPECIFICATIONS
25# (28kg) Borrnudogross 35# (40kg) Bermudagras (unhuned)
7. Construct the apron on zero grade with no overfill at the end. Mance the
.(hulled)
# (560kg) Fertilizer 5001# (560kg) Fertilizer
Mountains --Ma 15 -Aug. 15
Y - g•
MATERIALSSW SEDIMENT FENCi: ME71400
iISINOgfabri Tiff= SLICthen
4{b00j� (4500kg) Limestone 4400 (4500kg) Limestone
Piedmont ---May 1 --Aug. 15
1. Use a synthetic fitter fabric of at least 95% bywaight of polyolefins or ba
Instead of excavationg a trench, placing fabric and then baclffilling trench,
polyester, which is certified by the manufacturer or supplier aseonforming to of a g a trench, placing
Coastal Plain --Apr. 15 -Aug. 15
wta is shown in part In Table 6.62b sediment fence mayh be installed using specially designed equipment that
the requirements in ASTM 6461,which
Slopes 2:1 at�id Steeper and Waste and Borrow Locations:
ContnNPlanning and Design hilanua! , inserts the fabric into a cut sliced in the ground with a disc (Figure 6.62b).
(Refer to alae Emsiora and Seedimennf
March 1 - August 31 tember i - February 28
qu y
Sort AMENDMENTS
Chapter 6, Section 62.2). INSTALLATIONSPECIFICATIONS
75 85k Tall Fescue 75 85k Toil Fescue
� { 9) ( 9)
Follow recommendations of soft tests apply 2,000 ib./care
Synthetic fiiterfabrio should contain ultraviolet ray inhibitors and stabilizers 1. The base of both end posts should beat least one foot higherthan the
middle of the [encs. Check with a levet necessary.
t�
25# (28kg) ee:rmudograss (hulled) 35# (40kg) 6ermudagras (unhulled)
limestone lb
ground agriculture limestone and 750 Itr./acre i0-10-10 fertilizer.
to provide a minimum of 6 months of expected usable construction Ih<e at a
temperature range of0to120'F.
500# (560kg) Fertilizer 500f# (560kg) Fertilizer
RIP -RAP
2. Install posts 4 feet apart in critical areas and 6 feet aparton standard
.4000#(4600kg) Limestone 4000; (4500kg) Limestone
NTS
2. Ensure that posts for sediment fences are 1.33lb9nearltsteel with applications
MULCri
a minimum length of 5 feet Make sure that steel posts have projedionsto 3. Install posts 2 feet deep on the downstream side of the sift fence, and
Apply 4,000 Ib./acre straw. Anchor straw by tacking with asphalt,
facitbte fastening the fabric. as dose as possible to the fabric, enabling posts to support the fabric from
EMMOT S9=411SMOM
netting, or a mulch anchoring tool. A disk with blades set nearly
3. For reinforcement of standard strength fitter fabric, use wire fence witlia upstream water pressure.
1. AN disturbed a shall be dressed to tx�ippii creations and plowed to a depth of 5 indies.
The top 2 Inches shad to verizod to pro"a uniform wedged. KATE: tine should ire applied
pub
to
straight. can be used as a mulch anchoring .tool:
minimum 14 gauge and a maximum mesh spacing of 6 inches, 4, krasEafl postswitb the nipples facing away from the siltfabric.
with neo�y equipmarit �e uniform utiorr of these materials. The hand-budCat
method is slot 000epteble. Lime and fertitmr should be kw rparated Into the sol prior to
MAINTENANCE
CONSTRUCTION 5. Attach the fabric to each post with three ties, all spaced within the top 8
'tile
Refertnize If growth is not fully adequate. Reseed, refertilize
1. Construct the sediment barrier of standard strength or extra strength inohesofthefabric. Attach each bediagonally 45degrees through the fabric,
synthetk finerfabrics
2 following are rates and Wide of [tease matertd. to be applied Pi@.6i�E:.
and mulch immediately following erosion or other damage.
with each puncture at least f inch vertically apart. Also, each tie should be
positioned to hang on a post nipple when tightened to prevent sagging.
2. Ensure that the height of the sediment fence does not exceed 24 inches
Abrin Rye 550 tombs
Pensoodo 8at&V4%s 50 Ibis,6
TEMPORARY. iSPEDIM REWAIKKENDATIONS (c)
above the ground surface. (Higher fences may impound volumes of water Wrap approximately 6 inches of fabric around the end posts and secure
Kentudc 3y 1 few to Sa lbs
sufficient to cause failure of the structure.)
fficiwith 3 ties.
Korean #.eapede iS Ms.CAn
so RM -
SEEDING MIXTURE -
3. Construct the Mer fabric from a continuous roll cut to the length of the No more than 24 inches of a 36 inch fabric is allowed above ground
to 2a S00 fths
RATE (La.lACRE)
barrier to avoid joints. When joints are necessary, securely fasten the filter le
level.
Agsks4tud Lirriesi4" 4000 los.
Rye (grain) 120
cloth only at a support post with 4 feet minimum overlap to the next post
3. Seeded area stall be oultipacked to 11rra seedbed and to cow sped•
4, Support standard strength filter fabric by wire mesh fastened securely to S. The installation should be checked and corrected rot any deviations before
compaction.
4. Grab straw Shari tieappped awe seeded areas as muidr No Ears ground short be vt�ate
In the htufahaQ area If props pppl[potions is adlieved. T}etek of straw anot
� re
SEEDING DATES
the upslope side of the posts. Extend the wire mesh support to the bottom of
the trench..Fasten the wire reinforcement, theta fabric on the upslope sale of 9. Compaction is vitally important for effective results. Compact the soft
permisoNe as uniform ooveroye is expected. Sbv" diiall be at a mintmwn of 4000
Moi ntolns--Au . 15 -Doc, 15
g
the fence post Wire or plastic zip ties should have minimum 50 pound tensile immediately next to the sit fence fabric with the front wheel of the tractor,
Coastal Plain and piedmont --Aug. 15 -Det 30
strength. skid steer, or roller exerting at least 60 pounds per square inch. Compact the
5. The muddied area aihol be tacked with ftM asphalt sutttdent too hold straw in piaos
upstream side first, and then each side twice for a total of 4 trips.
wfaere directed by Foncier.
5. When a wire mesh support fence is used. space pasts a maximum of 8 feet
steep
B Ditch troahraeat shall be used In areas where gooier oordd cause ditcharaefon. lire
SOIL AMENDMENTS
apart.
apart. Support posts should be driven securely into the ground a minimum of.
24 inches
of jrte merit, earkxisW matting. or feeir*" robing Is 000eptoI)W ditch treatment otieum Ea
tn*talled before madehitq oparatlon.
Follow soil tests or apply 2,000 lb./nate ground agricultural
Inspect sediment fences at least once a week and after each rainfall. Make any
limestone and 1,000 lb./acre 10-10-10 fertilizer.
required repairs immediately.
6. Extra strength fitter fabric with 6 feet post spacing does not requirewine
7. Builder is to pro+Mle a p t ground power sufficient to restrain eoalm on sada
exposed areas wlthtn 15 worrki gy days or 90 odaidor days6 whTdrerer to aborter after
mesh support fence. Securely fasten the fifterfabric directly to posts. Wire or Should the fabric of a sediment fence colla pre, tear, decompose or become
completion of omi4r trUon or devdoppment
plastic zip ties should have minimum 50 pound tensile strength. ineifec6ve, replace it promptly.
7. Excavate a trench approximatety 4 incheswide and 8 inches deep along Remove sediment deposits as necessary to provide adequate storagevolume
i 4,000 Ib. acre straw. Anchor straw b tacking with asphalt
Apply / Y 9 sP
the proposed line of posts and upslope from the barrier (Faure 6.62a). for the next rain and to reduce pressure on the fence. Take care to avoid
netting, or a mulch anchoring tool. A disk with blades set nearly
undermining the fence during cleanout
Appraved Tdl Fescue ouitivars:
straight can . be used as a mulch anchoringtool. tool.
8. Place 112.1nohes of the fabric along the bottom and side of the trench.
mown 1°rati1Te Adventure 0 Amigo
Apache
9. SacWi the trench with soil placed over the fitter fabric and compact Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize ft afterthe contributing drainage area has been
Austin Apache 11 Arid
Chapel Nit Br OW01ae Bortanza Bonanza 11
MAINTENANCE
Thorough compaction of the baciQaA is critical to silt fence performance. properdystabfized.
Crossftre it Chesapeaite Chieftain Coronado
con n
FdUebutanto Ouster Falrx
Repair and refertfifze damaged areas immediately. Topdress with.
1o. too not attach faterfabric to existing trees.
SILT FENCE
awn etawn t
Gsn eaesle melaPetite FindFfn
50 !b;/acre of nitrogen In march. If it Is necessary to extend .
Jaguar Grander Guardian Hoandog
temporary cover beyond June 15, overseed with 50 lb./acre
NTS
Monarch Jaquo' 11 Kentucky 31 Kitty Hawk
Montauk
Kobe (Piedmont and Costal Plain) or koreon (Mountains) lespedza
R" Phoenix Pixie Pi PPp w
In late February or early March.
Salm Rebel Jr. Rebel 1 Renegade
Tomahawk Shehaidash Tempo Milan
Trollbtazer
"tpadc Tribute Vegan
wrangler
Fertilizer shall be W-•20-20 endyWp. Upon written approve# of the Enginiiw. a dlNemt
andysfs of fertilizer may ba used provided the 1-2--2 ratio is maintained and the rate of
appileatlan adjusted to provide the same amount of plant food as a 10-20--20 andy#s
PERMANENT SEEDING
DEIGN CRITERIA
COMPACTED 2' AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
SOiL MIN. DIMENSION OF GRAVEL PAD
a r+'�••t ' ar THICKNESS -- 6 INCHES MINIMUM
�.� 4k WDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
�.L,.
e -! {` �. t-.•�s �kPOINTS OF THE VEHICULAR ENTRANCE AND EXIT
`'.`''y i'; 'L�':•,. 18" MIN. AREA, WHICHEVER IS . GREATER
• r =:�''' .,� :moo-�L�S:.: f ��,'+c:a:c';•_ �•,�1.Q�
LENGTH - 54 FT. MINIMUM.
LOCATION LOCATE CONSTRUCTION ENTRANCESAND
A EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
' AND TO PROVIDE FOR MAXIMUM UTILITY BY AiL
CONSTRUCTION VEHICLES. AVOiD STEEP GRADES
/\
$' TYPICAL AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL. ADDITIONAL GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
TEMPORARY EARTHEN DIVERSION BERM MAIINNTAAINN RED AT O OR ADDITIONALL/EXXPEN011 SE TO THE aor�il�r RR.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
COARSE CONSTRUCTION_ SPECIjSAPONSS
AGGREGATE 1. Remove and properly dispose of all trees, brush, stumps, and other
objectionable material.
2 �Ensure that the minimum constructed. cross section meets all design ' requirements.
18' MIN.
1 ,SOW 3. Ensure that the top of the dike is not lowerat any point than the
design elevation plus the specified settlement:
*73
4. Provide sufficient nt room around diversions to permit machine regrading
and cleanout
\ \ \ • 5. Vegetate the ridge immediately after construction, unless it will remain
-- 9' TYPICAL in place less than 30 working days.
TEMPORARY GRAVEL DIVERSION BERM Inspect temporary diversions once a week and after every rainfall. Immediately
remove sediment from the flow area and repair the diversion ridge. Carefully
chack.outlets and make timely repairs as.needed. When the area protected
Is permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
TEMPORARY DIVERSION BERM DETAILS
tiTS
CONSTRUCTION SPECIFICATIONS
1 o is the length of the riprap apron.
1. Clear the area of all debris that might hinder excavation and disposal of
ob
SPOIL
2 D=1.5 times the maximum stone
2 Grade shallow depression uniformly towards the indet with side slopes
diameter but not fess than 6".
no greater than 2:1. Grade a 1 -foot wide level area set 4 irides below the area DEWATERING -.,CONCRETE B
adjacent to the inlet.
J0 EB 93 [man
3. Install the Class B or Class I riprap in a circle around the inlet. The
Im IftB e
minimum crest width of the riprap should be 18 inches, with a n-dWmum
® ®
bottom width of 7.5 feet. The minimum height of the stone is 2 feet
irM
3
L78A LM
4. The outside face of the riprap is then lined with 12 irKhes of NC DOT #5
�� �� VMS=
or #57 washed stone.
MAINTENANCE
&
Inspect rock doughnut Inlet protection at least weekly and after each
Ql,Aty.
significant (112 inch or greater) rainfall event and repair immediately.
To provide satisfactory inlet protection efficiency, remove sediment from the
sediment pool area when the volume is decreased by half. This will help
2:1 SLOPE, GRAVEL FILTER
provide adequate storage volume for the next raim Stabilize excavated
--•r r
material appropriately. .
- - I I I I
Take care not to damage or undercut the structure during sediment removal.
SECTION AA
Remove debris from the inlet and replace stone as needed. If the inlet was
FILTER BLANKET 3. Filter cloth, when used, must meet design requirements and be properly
covered with wire mesh the mesh should be deaned of debris.
protected from punching or tearing during Installation. Repair any damage by
When the contributing drainage area has been adequately stabilized, remove
removing the r1prop and placing another piece.of filter cloth over the damaged
all materials and dispose of sediment properly. Bring the disturbed area to the
area. Ail connecting joints should overlap so the top layer is above the
grade of the drop inlet. Smooth and compact as it is needed.
layer a minimum of 1 foot.. If the damage Is extensive, replace
Appropriately stabilize all bare areas around the inlet with ground cover.
the entire filter cloth.
TEMPORARY SEDIMENT
WIRE DEWATERING
POOL
SCREEN.
SEOIMEI
TYPICAL BLOCK & GRAVEL INLET PROTECTION DETAIL
NTS
K
16*
a .._k
DROP INLET
WITH GRATE
PIPE OUTLET TO FLAT AREA-
1 o is the length of the riprap apron.
NO WELL-DEFINED CHANNEL
ob
o
o
2 D=1.5 times the maximum stone
a
diameter but not fess than 6".
A
3. In a well --defined channel extend the
}
` a
o
apron up the channel banks to an
�a-U.-a,
elevation of 6" above the maximum
T4 "
ta€lwater depth of to the. top of the
i-
bank, whichever is le ss.
4. A filter blanket or filter fabric should
be Installed between the riprop and
_
spit foundation.
Ql,Aty.
CONSTRUCTION SPECIFICATIONS
1. Ensure that the subgrade for the filter cnd riprop follows the required linea
and grades shown In the plan. Compact any fill required in the subgrade to the
density of the surrounding undisturbed material. Low areas to the subgrade on
--•r r
undisturbed son may also be filled by Increasing the riprop thickness.
- - I I I I
2 The r€prap and gravel filter must conform to the specified grading limits
SECTION AA
shown on the plans.
FILTER BLANKET 3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during Installation. Repair any damage by
Z
removing the r1prop and placing another piece.of filter cloth over the damaged
area. Ail connecting joints should overlap so the top layer is above the
PIPE OUTLET TO WELL-DEFINED
layer a minimum of 1 foot.. If the damage Is extensive, replace
CHANNEL
the entire filter cloth.
4. Rlprcp may be placed by equipment, but take care to avoid damaging the .
I--L--I
filter.
5. The minimum thickness of the riprop should be 1.5 times the maxirmum
A A
stone diameter.
i .
6. Riprap may be field stone or rough quarry stone. It should be hard,
angular, highly weather -•resistant and well. graded. .
7. Construct the apron on zero grade with no overfill at the end. Mance the
top of the rtprap at the downstream end level with the receiving area or slightly
below It
ELAM
S. Ensure that the apron Is property aligned with the receiving stream
and preferably straight throughout Its length. If a curve Is needed to .fit site
conditions, place It in the upper section of the apron.
S. immediately after construction, stabilize all disturbed areas with vegetation
(Practices 6.10, Zeem,.wAr Aw&Lp, and 6.11, JUo4omt ,bnwrw9).
I -I I -I SECTION AA _- -_
MAINTENANCE
Inspect riprap outlet structures weekly and after significant (I inch or greater)
1
rainfall events to see If any erosion around or below the rtprop has taken place,
or if stones have been dislodged. immediately make all needed.repaire to
FILTER BLANKET
prevent further damage.
RIP -RAP
OUTLET PROTECTION
Q
NTS
CONSTRUCTION SPECIFICATIONS
1. Clear the entrance and exit area of all vegetation, roots, and other
objectionable material and properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the
plans, and smooth it.
3. Provide drainage to carry water. to a sediment trap or other suitable
outlet.
4. Use geotextile fabrics because they improve stability of the foundation
in locations subject to seepage or high water table.
MAINTENANCE
Maintain the gravel pad in a condition to prevent mud or sediment from leaving
the construction site. This may require periodic topdressing with 2 -inch stone.
After each rainfall, inspect any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled, washed,.
or tracked onto public roadways.
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 20 FEET IN WIDTH
WITH 20 FOOT RADIUS AT EXISTING
ROADWAY
-7 Y• I il l s k A E A I d s nil .i f1 I r-0
�„/ l•J V s V 1 i 1 V T V I V W
6ai
FILTER FABRIC--/"`� r '�'-2-3" WASHED STONE
GRAVEL CONSTRUCTION ENTRANCE
drawn byRSW/BGM
checked JMK, jr.
reviewed JMK, jr.
date 05/2011
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TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
N.T.S.
■rrrrwhwra
scone HOR, 1,.-40'
VERT. 1'-e
book no.
6278,6289,6290
SHEET
EROSION DETAILS 22 OF 27
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TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
N.T.S.
■rrrrwhwra
scone HOR, 1,.-40'
VERT. 1'-e
book no.
6278,6289,6290
SHEET
EROSION DETAILS 22 OF 27

- drawn by RSW/BGM
..---
-- [ -
-� J/ ,.... -,. • 20` checked JMK, jr.
4' reviewed JMK, jr.
Re,,, , �. "' , I , TYp
#�� date 5/2011
...- To of Bench 1 #2 �� �� #� 1
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48" Headwa l ��� __j
.............: Top Elev. 134100 '' '' ' - _/ �- -== W �,--; ' v7 `� o
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/ / / / / / / ' T
j-jO �+: / / / y/ t'-�C TYPICAL 200 SQ.FT. PLANTING DIAGRAM - 10:1 Slopeco
'.."
N.T.S.
Ell.
Uj
-
• - / / / / � '/ / •/ •/ •/ "/ / •/ .•/ /•+'✓ •/ / '/ "i i 'i ••�" •� - �. / 1111 1 111'1•
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Inv. EIC v1 X28.00. .
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PLANTING SPECIFICATION
Quantity
200 S
Symbol
Area
Botanical Name
Common Name
#1
SHALLOW LAND
Lobelia £longota (4• -IN pot)
Logleof Lobelia
3
#2
SHALLOW LAND
Cyrillo r icerniflora (1 Gol.Shrub)
Titi
3
#3
SHALLOW LAND
Corex tenero (4 -in pot)
Quill Sedge
3
#4
SHALLOW LAND
Myrica cerifera ( tbl.)
Wax myrtle
3
#5
SHALLOW LAND
Vacciniurn corymbosum (1 Gol.Shrub)
Highbush blueberry
3
#6.
SHALLOW WATER
Leersia oryzoides (Plug)
Rice cutgross
10
#7
SHALLOW WATER
Juncus effusus {Plug)
Soft rush
10 .
#8
SHALLOW WATER
Canna flaccida (8r.)
Yellow canna
10
#9
SHALLOW WATER
Chosmonthiurn lotifolium (Plug)
River oats
10
#10
SHALLOW WATER
Acorus colomus (Ot.)
Sweet flag
10
TOP OF BERM EL' 133.00 RIPRAF OUTLET PROTECTION
1MLTTH=20 LENGTH WVARIES WET DETENTION BASIN ttl tt PLAN -
CREST OF WEIR
-SPILLWAY ELEV.131.40 THICKNESS=18" RIPRAP=CLASS-e SCALE: 1 "=20'
20
EXCAVATE POND 33 OUTLET TO EX. GRADE
TO THE ELEV i1 • ,
Return Event
`'`
Peak How Out
(CPQ
Time to Peak
LOUMinj
MaAmurn Water Surface
Elevation ft MSI.
1 -year
43.62
10.48
766
�'[ +'•w P.L,ANTING
.00
SPECIFICATION and MAINTENANCE NOTES
128.51
83.75
740
130.79
25- ear
717.60
1.
Plants shall be as listed or approved equal depending an availability of locally grown plants and
131.38
100 ear
245.97
1
ii
w
...............
time of yeor planted.
2.
Plants shall be free of noxious weeds.
w
3.
Plants shall not be allowed to dry out before planting. Core shall be taken to keep the transplants
.men
''�,•
\
watered and shaded during transport and storage before installation.
Tn
i
ai
TOP OF BERM EL' 133.00 RIPRAF OUTLET PROTECTION
1MLTTH=20 LENGTH WVARIES WET DETENTION BASIN ttl tt PLAN -
CREST OF WEIR
-SPILLWAY ELEV.131.40 THICKNESS=18" RIPRAP=CLASS-e SCALE: 1 "=20'
20
EXCAVATE POND 33 OUTLET TO EX. GRADE
TO THE ELEV i1 • ,
Return Event
`'`
Peak How Out
(CPQ
Time to Peak
LOUMinj
MaAmurn Water Surface
Elevation ft MSI.
1 -year
43.62
10.48
766
�'[ +'•w P.L,ANTING
.00
SPECIFICATION and MAINTENANCE NOTES
128.51
83.75
740
130.79
25- ear
717.60
1.
Plants shall be as listed or approved equal depending an availability of locally grown plants and
131.38
100 ear
245.97
202.79
736
132.20
...............
time of yeor planted.
2.
Plants shall be free of noxious weeds.
3.
Plants shall not be allowed to dry out before planting. Core shall be taken to keep the transplants
''�,•
\
watered and shaded during transport and storage before installation.
Tn
4.
Permanent planting shall be done between April 15th and June 30th to allow at least four months
\ , • • [growth
prior to the average first frost.
` 5.
Temporary planting to prevent erosion shall be in accordance with current NCDOT guidelines.
\\\ ► 6.
Prior to planting, the area shall be treated with a non-selective herbicide according to the
,.'' ►
manufacturers directions to provide a weed free planting area.
\\\\
. •' 7.
'
Soils shall be tested and, only- if needed, fertilized prior to planting.
. , , ,
' • ' ' ' ' 8.
Upon completion of planting, the areas shall be watered as needed to provide adequate moisture" If
,•''
water levels within the basins are at or near the permanent pool elevation, additional watering may
not be required,
o
i 9.
Weed control is essential to successful establishment of the plantings. During the first two. growing
[
seasons, undesirable plants shall be removed by hand, or by wicking the weeds with approved
chemicals. The local extension agent can recommend the most effective methods.
�3�t11t3r.frrTi
�s+•��
[ 10.
Plantings shall be inspected at least once during the growing season. Any areas in which the
,�`'
'•
plantings have not established full ground cover after the first growing season, or.which become
d'n'e, .
damaged in subsequent years, shall be replanted according to the planting plan and schedule.
COMPACTED EARTHEN DAM
COVERED NTH 24" THK
I AYER OF CLASS B RIPRAP
Basin 1
0 w -
(a Z:
TOP OF BERM EL' 133.00 RIPRAF OUTLET PROTECTION
1MLTTH=20 LENGTH WVARIES WET DETENTION BASIN ttl tt PLAN -
CREST OF WEIR
-SPILLWAY ELEV.131.40 THICKNESS=18" RIPRAP=CLASS-e SCALE: 1 "=20'
20
EXCAVATE POND 33 OUTLET TO EX. GRADE
TO THE ELEV i1 • ,
Return Event
Peak Flow in
CPS)
Peak How Out
(CPQ
Time to Peak
LOUMinj
MaAmurn Water Surface
Elevation ft MSI.
1 -year
43.62
10.48
766
129.06
10 -year
128.51
83.75
740
130.79
25- ear
717.60
128.84
738
131.38
100 ear
245.97
202.79
736
132.20
SHOWN ON THE; lr
PLANS . ilk
FILTER FAB IC '
Nares:
EXIST. GROUND/ COMPACTED EARTHEN EXIST GROUND/ TOP
,R'GRADEBO 1.00POLYMER POLYPROPYLENEPLASYIC
IVOLO. co
SOD ALL SLOPES ABOVE PERMANENT POOL EL. .......EEL REINFORCEMENT IN ALL STRUCTURESV DEPTH OR
TOP OF DAM DAM COVERED WITH OF RAMIn
i ry GREATER, ' N
EL 133.00 18" THK LAYER OF 2. STEPS SHALL BE NSTALLED BY
1 CLASS -8 RIPRAP. 1 n�'�`LI"De rs,eaN °eERLFE�Re�cE >
y TOP OF BERM
{
_ 10.1 SHELF BELOW PERMANENT POOL ` `'{`.` W%THOPENINGswsTRUCWRE C�
LENGTH OF MEIR=20'd U 00
1. COMPACT EARTHEN DAM TO 9$°l0 s. THE
StZEO THFSTEP,STE Q 0
THE DESIRED SIZE OFTHF STEPS � ��y,• O
SPILLWAY EL a 139.40 �1 PLANTED WIT#i SUITABLE WETLAND ..,...�.n.��.��.�. `1
SECTION'A-A- OF SIMILAR SIZE AND CONSTRUCTION
MAY SE ACCEPTABLE PROV�OEO
MAX DENSITY {ASTM D-'-698). ... .I � I- SPECIES OR VEGETATION. MATERIALsuBoaITTA�LIsA.PPRovED 0
2.REMOVE ACCUMULATED , i �_ ,,,�
SEDIMENT FROM THE POND O I r) 0
b. MATERIALS O INSTALLATION
-S ALL Ln ^
WHEN SEDIMENT REACHES A 1 R N T OL EL 126.5 METHODOPSNSTAL,ArlaisNALLBEIi-
. - ••_ A ACCORDANCEWAITHOSHASONLUAOS
DEPTH OF 1.0'. AS PER PLANS T8 0
-III=) AND ASTM T
WET D�NTIQN POND PLANTING , ,____I I' - "�1 SEE PLAN O
CONTRACTOR TO INSTALL ON THE 10:1. fi:.
..._.......-._......................_
>
SLOPED SHELF EQUAL NUMBERS OF EACH •, ( A ( SERRATEOTREADSWDEE1VOUCNTO O (D
i0.31Y STAND ON WITH BOTH FEET�--
EMERGENCY SPILLWAY OF THE LISTED SUITABLE PLANTS. DURING {-1 --- m m -4-
INSTALLATION.. PlAN1nw TSIMILAR SPECIES OF j' - - '� --
NOT TO SCALE ., - - C
PLANTS TOGETHER. INSTALL PLANTS 24 SUITABLE PLANTS Ln O >, O
O.C. IN A CHECKERBOARD PATTERN. U
BLUE FLAG IRIS
:::::.:.... r--
Q LL n
POND LANA LILY .........................................................
NOT TO SCALE DICKEREL WEED FRONT Visw
1.1W - - -
II
10:1 SHELF BELOW PERMANENT POOL -
PLANTED NTH SUITABLE WETLAND
SPECIES OR VECETATION.
ALL POND SIDE SLOPES ABOVE
-PERMANENT POOL ELEVATION ARE ZOW W. x 2.30' H. WIER
TO BE SODDED OR EQUIVALENT a TOP OF BERM EL 133.0 {1 EACH SIDE.
TRASH RACK----___
Y MAX W.S.E 2 TEMPORARY aaoi EL_ 130.80
111=1 11=1 11- ��+----��-- 5:0' --[( TOP OF FORE BAY
4 I I -III_ s PERMANENT POOL EL. 127.0 I � l S PERMANENT POOL EI, 126.s
EL. 127.2 1- 111=111=111= -__ -
`III-III=III=111 � DUAILsH,~SHEET
I-
' LEI JE111=1
l 11-1II-I 11-lI I1 -III -III -ill- I E f Ti I S I t i l 11 �-III-1II-1 D SEDIMENT CLEANOUT EL. 121.0 11 -
BOTTOM OF FOREBAY El_. 120.0"� 11=1 I I=111=1 I I- III -1 � 1 -III -111= I -III III TI � BOTTOM OF POND EL. 120.0 1 MI I I
- - - - =1 I 1=1 I 1=1 I I=111-1 ' -111-1 I 1=I I = - - -- - - - - 1--
r 0 ALL D �L ELEVAAABO�
E ARE BE SODDED OR EQUIVALENT
III=111=) I I =IIIEMERGENCY SPILLWAY 6 131.40'
I-
11=1 11=1 I I-[ I MI 11_
-1IEd 11-1 I I-111-111--1 11--11 I-'_ f -CONI. H.W. w/WNGWAus
6" -III-III-III-III-►II-III-III-III-III-lI1-•'1II--II
=1 [ 1 111=1 11=1 f 1=1 11=1 11=I I E
48' RCP REP -RAP
INV. f1 EV. OUT
123.E
NOTE:
SOILS REPORT INDICATES THAT SEASONAL HIGH WATER TABLE IS
WITHIN 0.5' OF THE PERMANENT POOL ELEVATION AND THAT THE
SOIL TYPE IS SUCH THAT THE EXPECTED INFILTRATION RATE IS LESS
THAN 0.1 INCHES PER HOUR. IF EXCESSIVE INFILTRATION OR
EXFILTRATION IS FOUND, A CLAY LINER OR OTHER MEASURES MAY
BE REQUIRED TO MAINTAIN WATER BALANCE WITHIN THE BASIN.
ISOMETRIC VIEW Or STEP
PLAN

15" Headwall 4
_V
., _V
`••
..............
_V
•V
• Ir
COMPACTED EARTHEN !•
LAYER
TOP a rr COVERED rRIPRAP OUTLET PROTECTION
CREST OF OR WDTH=20' LENGTH -VARIES
•
EXCAVATE POND TLET TO EX. GRADE
TO
SHOWN r «�.���• 1' 4..
PLANS r
..+!..
-iiMi s -n -,;,a
FILTER FAB IC
GROUND/ COMPACTEDEARTHEN EXIST. GROUND/ TOP
TOP,OF ! !• !OF DAMNTH
'/ff
EL. 165.00 cCLASS-8 RIPRAP. I.COMPACT EARTHEN DAM TO 98%MAX
►a•a•aw•dr•w•a•ab•ab•«•aw
► w w w w« w a w w w w w w w
►a,«,aawawawawa a,«w•wa wawaIOVE ACCUMULATED
• a • « . • a a•« « • • a . •
a a w a a a a a a a w a• a a
►,a,«,w,w,w,a,w,aw,w,w,w«•,w,--- IMENT FROM THE PONDWHEN DEPTH OF 1.0'. AS PER PLANS
• t
TOP OF BERM
`•:::::: : ::.::::::' Mara ...LMd:.�»:
®R=- NOTES:
r•.
t rf
DENSITY !
.............
w•w•w•w•w•w•w•w•w•w•w•w•w
••aaasa,ysa•••,a,.•aw SEDIMENT REACHES
SOB. ALL SLOPES ABOVE PERMANENT POOL EL.
10:1 SHELF BELOW PERMANENT POOL
" 1 PLANTED WITH SUITABLE WETLAND
_ SPECIES OR VEGETATION.
KI DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
Q.C. IN A CHECKERBOARD PATTERN.
PLAN
SUITABLE PLANTS
P BLUE FLAG ILY IRIS
LANA LILY
NOT TO SCALE DICKEREL WEED
INET DETENTION BASIN 2 PLAN
SCALE: 1"=20'
ELEV. 161.50 �� 1
(NORMAt POOL)
ELEV, 1 •i
RISER W/TRASH RACK
c---
. I . . . . I .............. ...,,..�„
_V
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V_V _V _V_V
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y _V _V IV y
y _V _V y _V
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y
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y _V IV _V _V _V
y y y y y •
IV _V y � _V y=
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IV _V _V y _V _V
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y y y y _V
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IV
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IV
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_V ,
y _V r�r�� • ya y
1 1 �,,
•' y i _V y
z4" Headwall �, �;•• ' _V _Vl�ll�r
;y- Top Elev. 163,50 y_V t h _V _V y
Inv, E(ev, 160.00 �, _V _'.."V �``•
. ' VI V y•'
/ _V
35.50'
CONTRACTOR REQUIRED TO PROVIDE
STRUCTURAL. WALL AND FOOTING
DETAILS FOR APPROVAL PRIOR TO
CONSTRUCTION
WEIR WALL DETAL
NOT TO SCALE
drawn ,byRSWIBGM
20' checked JMK, jr.
4Symbol reviewed JMK, jr.
'
Typ• date 5/2011
To of Bench #1 #2 #3 #4 #5 ,#1
it7 T
#5 #4 #3 #2 #1
1717
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%6 q7 q8 q9 q10 q6 q7 q8 q9 q10
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6 $ 1 7 9 410
C�7 C
Bottom of Bench
Typ.
TYPICAL 200 SQ.Ff. PLANTING DIAGRAM 10:1 Slope
W.T.S.
Quantity
200 S
Top. Elev.
160.00
La.!
Common Name
Inv, Devi
156.5.0
Lobelia Elongota (4 -IN pot)
,a
3
#2
,.•
_V
U
.,..... .. .....,
..y ..................
_V
0
Quill Sedge
0
o
s
_V
SHALLOW LAND
C)
Wox myrtle
y
y 1 %%
C
r1_
Vaccinium corymbosum (1 Gol.Shrub)
Highbush blueberry
w
L1r.I
CL
a
y _V
,. •�
10
1 ,,
r�.vIV
Juncus effusus (Plug)
Soft rush.
10
#8
SHALLOW WATER
Canna floccido (Sr.)
Yellow cornno
co
'
�
♦ ♦
River oots
,.
#10
y _V
Acorus calomus (Qt.)
Sweet flog
10
,..._1 V ,.
_V
•a,.
0
m
0
m.4-�
�• _V
_V
.•_V
TRASH RACK -`
Ln
-V
>1
_V
'I'
•��
It
6-
_V
., _V
`••
..............
_V
•V
• Ir
COMPACTED EARTHEN !•
LAYER
TOP a rr COVERED rRIPRAP OUTLET PROTECTION
CREST OF OR WDTH=20' LENGTH -VARIES
•
EXCAVATE POND TLET TO EX. GRADE
TO
SHOWN r «�.���• 1' 4..
PLANS r
..+!..
-iiMi s -n -,;,a
FILTER FAB IC
GROUND/ COMPACTEDEARTHEN EXIST. GROUND/ TOP
TOP,OF ! !• !OF DAMNTH
'/ff
EL. 165.00 cCLASS-8 RIPRAP. I.COMPACT EARTHEN DAM TO 98%MAX
►a•a•aw•dr•w•a•ab•ab•«•aw
► w w w w« w a w w w w w w w
►a,«,aawawawawa a,«w•wa wawaIOVE ACCUMULATED
• a • « . • a a•« « • • a . •
a a w a a a a a a a w a• a a
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• t
TOP OF BERM
`•:::::: : ::.::::::' Mara ...LMd:.�»:
®R=- NOTES:
r•.
t rf
DENSITY !
.............
w•w•w•w•w•w•w•w•w•w•w•w•w
••aaasa,ysa•••,a,.•aw SEDIMENT REACHES
SOB. ALL SLOPES ABOVE PERMANENT POOL EL.
10:1 SHELF BELOW PERMANENT POOL
" 1 PLANTED WITH SUITABLE WETLAND
_ SPECIES OR VEGETATION.
KI DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
Q.C. IN A CHECKERBOARD PATTERN.
PLAN
SUITABLE PLANTS
P BLUE FLAG ILY IRIS
LANA LILY
NOT TO SCALE DICKEREL WEED
INET DETENTION BASIN 2 PLAN
SCALE: 1"=20'
ELEV. 161.50 �� 1
(NORMAt POOL)
ELEV, 1 •i
RISER W/TRASH RACK
c---
. I . . . . I .............. ...,,..�„
_V
'Vy _Vy
_V y _V
V_V _V _V_V
JI _V IV
y _V _V IV y
y _V _V y _V
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y
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;y- Top Elev. 163,50 y_V t h _V _V y
Inv, E(ev, 160.00 �, _V _'.."V �``•
. ' VI V y•'
/ _V
35.50'
CONTRACTOR REQUIRED TO PROVIDE
STRUCTURAL. WALL AND FOOTING
DETAILS FOR APPROVAL PRIOR TO
CONSTRUCTION
WEIR WALL DETAL
NOT TO SCALE
drawn ,byRSWIBGM
20' checked JMK, jr.
4Symbol reviewed JMK, jr.
'
Typ• date 5/2011
To of Bench #1 #2 #3 #4 #5 ,#1
it7 T
#5 #4 #3 #2 #1
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Norrriol Pool #1 1 #2 #3 #4 #5. 1 #1 z
%6 q7 q8 q9 q10 q6 q7 q8 q9 q10
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6 $ 1 7 9 410
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Bottom of Bench
Typ.
TYPICAL 200 SQ.Ff. PLANTING DIAGRAM 10:1 Slope
W.T.S.
PLANTING SPECIFICATION
Quantity
200 S
Symbol
Area
La.!
Common Name
#1
SHALLOW LAND
Lobelia Elongota (4 -IN pot)
Logleof Lobelia
3
#2
SHALLOW LAND
Cyrilla racemifloro (1 Gol.Shrub)
U
LO
<
SHALLOW LAND
0
Quill Sedge
0
o
LL_o
SHALLOW LAND
C)
Wox myrtle
z
C
r1_
Vaccinium corymbosum (1 Gol.Shrub)
Highbush blueberry
w
L1r.I
CL
a
Q
Rice cutgross
10
#7
SHALLOW WATER
Juncus effusus (Plug)
Soft rush.
10
#8
SHALLOW WATER
Canna floccido (Sr.)
Yellow cornno
10
#9
SHALLOW WATER
Chosmonthium lotifolium (Plug)
River oots
PLANTING SPECIFICATION
Quantity
200 S
Symbol
Area
Botanical Name
Common Name
#1
SHALLOW LAND
Lobelia Elongota (4 -IN pot)
Logleof Lobelia
3
#2
SHALLOW LAND
Cyrilla racemifloro (1 Gol.Shrub)
Titi
3
#3
SHALLOW LAND
Carex tenera (4 --in pot)
Quill Sedge
3
#4
SHALLOW LAND
Myrica cerifera ( ibl.)
Wox myrtle
3
#5
SHALLOW LAND
Vaccinium corymbosum (1 Gol.Shrub)
Highbush blueberry
3
#6
SHALLOW WATER
Leersio oryzoides (Plug)
Rice cutgross
10
#7
SHALLOW WATER
Juncus effusus (Plug)
Soft rush.
10
#8
SHALLOW WATER
Canna floccido (Sr.)
Yellow cornno
10
#9
SHALLOW WATER
Chosmonthium lotifolium (Plug)
River oots
10
#10
SHALLOW WATER
Acorus calomus (Qt.)
Sweet flog
10
-' IVy y PLANTING SPECIFICATION_ and_MAINTENANCE NATES
,.IV y
yf 1. Plants sholl be as listed or aaorgvg equal depending on availability of locally grown plants and
40 �1.'`• ,y time of year planted.
_V y 2. Plants shall be free of noxious weeds.
y 3. Plants shall not be allowed to dry out before planting. Gare shall be taken to keep the transplants
., y watered and shaded during transport and storage before installation. 1:
_V ,•'` y 4. Permanent planting shall be done between April 15th and June 30th to allow at least four months
,.y growth prior to the average first frost. >
y 5. Temporary planting to prevent erosion shall be in accordance with current NCDOT guidelines.
,
♦% 6. Prior to planting, the area shall be treated with o non-selective herbicide according to the
00 -V
s - .y manufacturers directions to provide a weed free planting. area.
7. Soils shall be tested and, QaLy if needed, fertilized prior to planting.
8. Upon completion of planting, the areas shall be watered as needed to provide adequate moisture. If
water levels within the basins are at or near the permanent pool elevation, additional wotering may
not be required.
Drawdown Pipe 9. Weed control is essential tosuccessful establishment of the plantings. During the first two growing
(See Schedule) seasons, undesirable plants shall be removed by hand, or by wicking the weeds with approved O
8":L Riser Wall chemicals. The local extension agent can recommend the most effective methods.
10. Plantings sholl be inspected at least once during the growing season. Any areas in which the .
daehave not brfull
ground
after
first
owhich
become
Weld to Riser Wall amgd in subeqentyeas shall be repintedaccordngto he planting pan and schedule. ��`�* ��131311ftt�!!'!!/,
(continuous)
Permanent Pool Elevation Note: Basing o=
All pipe and fittings
"longe to be aluminum.
Blind Flange
with Drilled Orifice
ELEV. 162.50
1" CHAMFER
(TYPICAL ALL
EXPOSED EDGES)
Return Event
Peak Flow In
CFS(CFS)
Peak Flow Out
Time to Peak
Min
Maximum Water Surface
Elevation ft MSL
1 -year
2.67
.18
996
162.61
10 -year
12.51
8.55
738
163.09
25- ear
18.00
15.03
734
163.32
100- ear
27.99
21.53
734
163.82
L
0
_j
-Orifice Diameter
(See Schedule)
00
N
in
Q1
DRAWDOWN ASSEMBLY (BASIN MOUNTED)
c�
Q
ANTI -VORTEX
U
DO
O
N.T.S. EXPANDED SHEET
PLATES �
�
Z
�
0
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�
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0
m
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6-
J
RISER OVEF
(See Schi
10:1 SHELF PLANTED %ATH SUITABLE
W511LAND SPECIES OR VEGETATION.
TOP OF BERM ELEV 165.00 �--- D� ALL POND SIDE SLOPES ABOVE
PERMANENT POOL ELEVATION
TOP OF 9ERM EL. 165.0 4 ARE TO BE SODDED OR EQUIVALENT
EMERGENCY SPILLWAY ELEV 163.50' 1 1 1=III=III-I I I
'S ___. •�„ ,_... ,,,._, ,�.., r MAX. POOL EL. iD YR ROLIiiNC; ELEV 163.09 g ,6,�
TEMPORARY POOL EL:. 162.90 T SER Z
ow DIA. ALUMINUM TOP OF FOREBAY WEIR WALL
=111=1 I l-1 1=111-111=11 l -I I I- -- RCMP FdSER
7O ? E T EL 61.5 St PERMAWENT PCx?L EL. 161.5 S
41 I I =1 T 1=11 i-1 1-111=1! i=1 I I -I 11=1 i- -I I II I
U El -161.n 1 �.�
1=111--111-- I I I -I l I-1 I I -I 11=1 I I=ITI=I I I -ITL -ITL -I 11=111-f 11 OVERFLOW STRUCTURE ___
11-! l 1=1 i E 11 l=1! 1=1 113 I l-1 - �""� DETX . WS SHEET _ --III=III = I f
RIP --RAP = - _ _ _ - - - 'CONTRACTOR REQUIRED TO PROVIDE _-1 I 1-1 I I"`I 11-'-'
15" ALUMINUM: CMP STRUCTURAL WALL AND FOOTING - I- F
i -III-! I I_..I I r
`3l
CONSTRUFOR CTION
APPROVAL PRIOR TO
I 1=111=I I I-1€
•.' .. ,. 11- D SEDIMENT CLEANOUT EL. 156.0
1 T 1= BOTTOM OF POND EL,. 155.0 � BOTTOM OF FOREBAY a- 155.0 Iii -I T I-II1=1 117
I -=1l I- =� .=1 I 1=d._.----•._--_-�-�
NOTE: l�I L I I =1 I I=Ili=III=i1 I=I 11=III=I 1=111=1 [ 1=1 11=11=111=1 I I , = I
I i=I 11=1 I I=1 11=I I I� -
SOILS REPORT INDICATES THAT SEASONAL HIGH WATER TABLE ISZ:E111
11-11_TI 11
1-11 f -111-I 11-11 I-11 I -I i f-1! 1=1 I 1-1 11-111-111-I 111.-,1=111=I I i=11,. ... • . t �! 11 1.! �I j 11= 111= j? 1=111=11 II 1I 1 111111;,1 I i.
WITHIN 0.5' OF THE PERMANENT POOL ELEVATION AND THAT THE -1► 11 111 i 111111 !1111 11111 II 111 I1 1 _1 1W--1 1---1 1--1 {�1111_� 1=l I I -III -111-I i I ;I I -I i 1- I I, I I 1=l I -I, I �I I 1 III ---1 111 i I� 11, , , _, , .1
SOIL TYPE IS SUCH THAT THE EXPECTED INFILTRATION RATE IS LESSA;<Imum DENS coMPACT1aN I -111-I i €---1 11=111-
THAN 0.1 INCHES PER HOUR. IF EXCESSIVE INFILTRATION OR UNDER FORE BAY WEIR WALL
EXFILTRATION IS FOUND, A CLAY LINER OR OTHER MEASURES MAY
BE REQUIRED TO MAINTAIN WATER BALANCE WITHIN THE BASIN. V&7 I)E EN I KM BASH 'L SECTiQN
NOT TO SCALE
[MR
ANTI- VOR TEA
PLATES
TOP TRASH RACK ELEVATION
SET AT EMERGENCY SPILL --
WAY ELEVATION.
TOP OF RISER ELEVATION Z
1' SET AT WATER QUALITY �.
ELEVATION
CONCRETE
ANTI -FLOTATION BLOCK
4'x4'x2'
PLAN

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FAIRFIELD.
FARMS
FINAL PLANS
6 PLANT
SEC11ON
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0
DRAWN BY
RON W.
ANDREWS RD_
...........
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Z, .......... .................. . .............. .
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PROJECT:
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FARMS
FINAL PLANS
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for
REVIEW
0
DRAWN BY
RON W.
...........
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ENGINEERS
PLANNERS
SURVEYORS
MOORMAN,KIZER Bc REITZEL,INC.
MASTER GRADING PLAN
(SHT. 1 of 2)
it IN
FAI RFI E D FARIVIS
SECTION FOUR
PROPERTY OF
BROLANL0ft;`O
CARVERS CREEK TWP. CUMBERLAND CO., N.C.
SCALE: 1 50' MAY 2011
-Cl-A
GRAPHIC SCALE IN FEET
—50 0 50 100 160 200
MOORMAN KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
PHONE (910) 4-84—.5191 FAX [phone]
SK 26 OF 27
PROJECT:
FAIRFIELD.
FARMS
FINAL PLANS
¢
SEC11ON
FOUR
for
REVIEW
0
DRAWN BY
RON W.
CHECKED BY:
IMMY K.
DATE.
04/11
NO.
REMSIONS
BY:
DATE -
ENGINEERS
PLANNERS
SURVEYORS
MOORMAN,KIZER Bc REITZEL,INC.
MASTER GRADING PLAN
(SHT. 1 of 2)
it IN
FAI RFI E D FARIVIS
SECTION FOUR
PROPERTY OF
BROLANL0ft;`O
CARVERS CREEK TWP. CUMBERLAND CO., N.C.
SCALE: 1 50' MAY 2011
-Cl-A
GRAPHIC SCALE IN FEET
—50 0 50 100 160 200
MOORMAN KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
PHONE (910) 4-84—.5191 FAX [phone]
SK 26 OF 27

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VICINITY MAP
N= 517.081.44
EX. [RON E= 2,036,075.70
(TIE LINE) G9 STRICXI,AVA TONT4 TRZISTh'Isf
S 67 47'09" E 0631-87=12,21
115.77'J"'-��G10 w
I1.B. S82>, PG. 764
11591-11 PB 104, PC. 004
WETLAND ARI rA. "G„ t { E M
.11 ACRES S 852159 E
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..W...--- 12 2129 S•
49 ACRES
�/244
A5 0 140IMPA,AREA A6
\
W W W w W w w W W W W W W W w W
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w W w w w W W- w- W W W W
\ / w W W W W W w w W W W// 146 SBa�E TIarBB.
WETLANDS AREA "A" ,.� . ` / M
\ \`\ / \ w W W w W W W W W/� yS� w W W W W w W W / \\ \ / V
`\ ' `
.6.1114, ppICwJ R8 - fQ w W W W W W W w J `� \� f I V\
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\ \\ 42 1�,.\ W W w w b.616� ACRS -Tel REMAINw w W w W W w 7
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/ W W W W- W W w W W w w w w W W W
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144
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Oasr-aa ssya \\ 1 \ F w 6OPRN N 28'55'7!0" E
LINE "D"
L1
N
75 04'45"
W
47.53
L2
N
56'10'04"
W
16.07
PERMANENT IMPACT AREA
LINE "E"
W. SUMMERCHASE RD. (0 LOTS 37-40)
=0.371
Name
L1
Bearing
S
89'17'17"
W
Distance
79.41
L2
S
69'25'49"
W
161.71
L3
S
59"13'50"
W
85.35
L4
S
31'01'50"
W
54.68
L5
S
45'39'46"
W
52.83
L6
S
51'5439"
W
42.76
L7
S
42'2413"
W
61.26
L8
S
43'02'23"
W
59.03
L9
S
49'22'18"
W
48.61
L10
S
64047'56"
W
35.57
L11
S
6419'24"
W
51.76
L12
S
57'19'05"
W
27.05
L13
N
17026'22"
E
33.85
L14
N
54'28'12"
E
75.06
L15
N
52'58'53"
E
69.27
L16
N
5255'27"
E
74.61
32.44
LINE
"F"
34002'20"
E
Name
L1
Bearing
N
04001'08"
E
Distance
43.74
L2
N
00'25'43"
E
49.34
L3
N
25'43'04"
W
41.25
L4
N
05`49'58"
W
46.76
L5
N
07'34'15"
W
31.48
66.59
LINE "G"
S
69'18'54"
Name
L1
Bearing
S
39'43'46"
W
Distance
90.10
L2
S
12043'09"
E
33.34
L3
S
82.42'54"
W
31.90
L4
S
38608'34"
W
48.89
L5
S
61'20'30"
W
15.78
L6
N
35'30'06"
W
22.75
L7
N
49"10'28"
E
53.74
L8
N
22'36'01"
E
38.69
L9
N
32'02'11"
E
59.84
PERMANENT IMPACT AREA
Al
(LOTS 35-36)
=0,028
AC.
PERMANENT IMPACT AREA
A2
(LOT 37)
=0.000
AC.
PERMANENT IMPACT AREA
A3
W. SUMMERCHASE RD. (0 LOTS 37-40)
=0.371
AC.
PERMANENT IMPACT AREA
A4
W. SUMMERCHASE RD. (®. LOTS 42-43)
=0.019
AC.
AC,
PERMANEUT IME69I -AREA A5
LI 129
=0.021
AC.
TOTAL PERMANENT WETLAND
IMPACTS
=0.439
TEMPORARY IMPAQI ARE6
AD
U11LITY IMPACT LOT 123
=0049.
AC,
AC,
TOTAL TEMPORABY ZEILAND
E
IMPACTS
=0.049
IMPACT =0.488 AC.
AP 882,9, P19 208 \\\\`\Q3 ACR SwwWwwwWWWwwwW� 3' 4' 143
iNiAA(°iAREA A3`1
\ "o r `� '� "
38/^ w w w w w w W r ; A portion of these lots have been. determined to meet the
AlA� w w w w 1! 238 ! ��-r-+~ .- requirements for designation as regulatory wetlands. Any subsequent fill or
\ 3 r , -_ -. alteration of these wetlands shall conform to the requirements of state
%
EX. IRON `\, / . `a y� 7 % /
\\ . \\ •�'
' \0' `\0Q A� ES �.
IM C `,AFc A2
1 204 SF-
0.02d
i=-
0.024 ACRES
I CT AREA -Al
ti
9SS S
IJ.C'vASTXA,GI; . SA'FdfA S. � Httarbar�d . �
OG31-84 08f9G
wetlands rules adopted by the State of North Carolina in force at the time of
w ;
141 1 the proposed alteration. The intent of this restriction Is to prevent additional
142 wetiand fill, so the property owners should not assume that a future
j application for fill will be approved. The property owners shall report the name
rJ
ts�vRu>IrA�'aR ,
RAA&R w NCA N-4� W. �1lMM�
(OPRN SPACR)
x"
50,01' 31 ao
NC381VE I
1 A2 3R'
N 00.52'2 E 1 N.C.' PROFESSI
CIA 3' '
in any application pertaining to said wetiand rules. IS
led to ensure continued compliance with wetland rules
Late of North Carolina and therefore benefits may be
tate of North Carolina. This covenent is to run with the
binding on all parties and all persons claiming under them."
ENGINEERS 0 D
PLANNERS
SURVEYORS
MOORMAN,KIZER & REI.TZEL,INC.
LINE "A"
L1
S
31'34`30"
E
18.48
L2
S
62"1012"
E
95.39
L3
S
28'16'12"
E
63.96
L4
N
89'55'27"
E
37.34
L5
S
18'45'46"
E
48.79
L6
S
51'05'55"
E
63.55
L7
S
47'04'37"
E
32.28
L8
S
37'59'16"
E
31.83
L9
S
711558"
E
39.40
L10
S
84'58'11"
E
23.98
L11
S
08057'25"
E
68.69
L12 .
S
35`30'55"
E
53.90
L13
S
09'30'55"
.W
23.82
L14
N
84'1`
E
22.86
L15
S
70.52'07"
E
38.26
L16
S
40'51'33"
E
35.98
L17
S
86'16'53"
E
65.98
L18
S
24.1
W
40.68
L19
S
4754'05"
W
32.44
L20
S
34002'20"
E
42.15
L21
S
36'08'40"
E
48.96
L23
S
80'49'50"
W
28,17
L24
N
30'08'35"
W
68.85
L25
N
32'51'37"
W
42.11
L26
N
89'38'33"
w
66.59
L27
S
69'18'54"
W
34.55
L28
S
84'15'24"
W
43.38
L29
S
74'25'36"
W
67.76
L30
N
88'29'57"
W
56.49
L31
N
58.05'10"
W
76.05
L32
N
67'58'03"
W
55.58
L33.
S
86'36'49"
W
38:12
L34
N
68.38'30"
W
69.80
L35
S
89009'38"
W
68.59
L36
S
76'1
W
57.41
L37
S
02'29'42"
E
101.06
L38
S
09.30111"
W
61.46
L39
S
07'57'06"
E
82.03
L40
S
17'25'58"
E
38.71
L41
S
25'13'02"
E
76.99
L42
S
20'47'54"
E
84.72
L43
S
73'55'55"
W
41.49
L44
N
55821'22"
W
49,06
L45
N
07'06'49"
W
84.92
L46
N
54'01'53"
IN
53.88
L47
S
34'07'31"
W
55.12
L48
S
16'17'20"
E
67.58
L49
S
00'48'06"
E
56,91
L50
S
02'11'29"
W
73.96
L51
S
3557'27"
W
50.30
L52
N
0511'08"
E
60.27
L53
N
03'36'17"
E
34.44
L54
N
15'57'20"
W
95.16
L55
N
09'22'00"
W
52.52
L56
N
3719'15"
W
62.84
L57
N
5419'10"
W
74.85
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
2. TOTAL OF 7.27 ACRS OF WETLANDS OF MICH 0.488 ACRES
WILL BE IMPACTED 0.390 ACRES IN FUTURE STREETS* 0.049 ACRES
1N FUTURE LOTS AND 0.049 ACRES IN UTILITY IMPACTS) LEAVING
NET WETLANDS OF 6.78 ACRES.
LEGEND
PROPERTY BOUNDARY
-- PROPOSED LOT LINE
--------------------------- PROPOSED EASEMENT
DELINEATED WETLANDS LINE
EXISTING DITCH LINE
0 M IRON EXISTING IRON PROPERTY CORNIER
WETLANDS TO BE IMPACTED
w W W w w w w w w 'WETLANDS CONSERVATION/PRESERVATION AREAS. .
"This certifies that this copy of this plot decurotely depicts the
boundary of the jurisdiction of Section 404 of the Clean Water Act
as determined by the undersigned on this date. unless there is a
change in the low or our published regulations, this determination
of Section 404 Jurisdiction may be relied upon for a period not to
exceed five years from this date. This determination was mode utilizing
the 1987 Corps of Engineers Wetlands Delineation Manual."
(Nome)
(Title)
(Date)
WETLANDS IMPACT MAP
PROPERTY OF
BROLANCO CORPORATION
CARVERS CREEK THP. CUMBERLAND. CO3 N.C.
SCALE: 1"= 100' MAY 25, 2004
(REVISED MAY 25, 2011)
GRAPHIC SCALE IN FEET
-100 -50 0 100 200 30D
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
PHONE [phone] FAX. [phone]