20090074 Ver 1_Site Plan_20090122

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JOHN E. GROGAN
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WAYNE TUGGLE SR.
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DONNA TURNER
JIM BURNETTE

CHRISTINE H. MYOTT

JERRY EPPS

DARRYL CARTER

JERRY ELLIS

!I~~KSON

community infrastructure consultants

720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
[phone]

Office Locations:
North Carolina Georgia
South Carolina Florida

~.OI.~~RI.O n~PARIfIII_~.1fII

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I

PROJECT LOCATIONS
LOCATED BY

SHEET INDEX
LOCATION SHEET NAME SHEET #
COVER
GENERAL NOTES - LEGEND & INDEX MAP 2
FIELDCREST RD POINT REPAIR 0+00.00 TO 3+50.52 3
HALE ST POINT REPAIRS 0+00.00 TO 2+02.72 4
RIDGE AVE POINT REPAIRS 0+00.00 TO 3+91.99 5
CAROLINA AVE POINT REPAIRS 0+00.00 TO 4+35.72 6
DRY CREEK OUTFALL POINT REPAIRS 0+00.00 TO 3+99.32 7
STADIUM DRIVE POINT REPAIRS 0+00.00 TO 3+75.12 8
DRY CREEK OUTFALL REPLACEMENT 0+00.00 TO 6+47.55 9
E MEADOW RD REPLACEMENT 0+00.00 TO 0+53.65 10
DETAILS 11
DETAILS 12
DETAILS 13
DETAILS 14

VICINITY MAP

NTS

PUBLIC

WASTEWATER SYSTEM

The City of Eden consents to the improvements and rehabilitation of the City's public
sewer system as shown on these drawings XX-XXX. The material and construction
methods used for this project shall conform to the City of Eden Standards and
Specification.
City of Eden
North Carolina Permit Number

Authorization of Construct

Date

STEPHEN BRADLEY CORCORAN
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PLOT DATE - 1/15/2009

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GENERAL NOTES

PROJECT DESCRIPTION

THE CITY OF EDEN INTENDS TO MAKE IMMEDIATE REPAIRS TO THE MOST SEVERE AND PROBLEMATIC
SEWERS AND MANHOLES FOUND IN THE DRY CREEK SUB-BASIN. IT CONSISTS OF A COMBINATION OF
REPLACEMENT AND POINT REPAIRS AND RESPONDING TO AND CORRECTING THE SERVICE DEFECTS

GENERAL NOTE:
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF EDEN STANDARDS AND SPECIFICATIONS.

ALL SEWER MAINS WITHIN PUBLIC EASEMENTS SHALL BE OWNED, OPERATED & MAINTAINED BY THE
CITY OF EDEN.

CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.

CONTRACTOR WILL BE RESPONSIBLE FOR DIVERTING FLOW TO NEW SEWERS FROM THE EXISTING SEWER.

SEWERS SHALL BE ABANDONED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS.

EROSION CONTROL:

CONTRACTOR SHALL BE REQUIRED TO MAINTAIN EROSION CONTROL DEVICES AND TO PREVENT
SEDIMENTATION DAMAGE TO ALL ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE
EROSION CONTROL PLANS AND THE CURRENT NORTH CAROLINA EROSION AND SEDIMENTATION MANUAL.
STANDING WATER WITHIN THE PROJECT LIMITS SHOULD BE PREVENTED. ALL DISTURBED AREAS SHALL
BE STABILIZED AND SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER.

CONTRACTOR SHALL ONLY DISTURB AN AREA THAT CAN BE STABILIZED THE SAME DAY.

ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLAN IS A VIOLATION OF THE
NORTH CAROLINA SEDIMENTATION CONTROL ACT, AND IS SUBJECT TO A FINE.

REFER TO SHEET 13 FOR EROSION CONTROL SEQUENCING, SEEDING SCHEDULING, MULCHING RATES &
FERTILIZING RATES.

TOTAL DISTURBED AREA - 0.80 ACRES

TRAFFIC CONTROL:

CONTRACTOR SHALL FOLLOW MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND NCDOT GUIDELINES
WHEN PERFORMING ALL WORK WITHIN CITY OF EDEN STREETS AND NCDOT ROADWAYS.

BACKFILLING:

REFER TO DETAIL LI:J.ffi& TRENCHING SPECIFICATIONS.
WW

UTILITIES:
CONTRACTOR SHALL CONTACT NC ONE-CALL AT 1-800-632-4949 FOR UTILITY LOCATIONS PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF EDEN ENGINEERING DEPARTMENT OF
IMPENDING WORK.

THE ENGINEER HAS MADE ALL POSSIBLE ATTEMPTS TO LOCATE EXISTING UTILITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY THE LOCATIONS OF ALL UTILITIES PRIOR TO
CONSTRUCTION AND TO NOTE ANY CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.

BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL CONTACT EACH OF THE UTILITY OWNERS IN
THE AREA OF CONSTRUCTION RELATIVE TO THEIR UTILITY LOCATIONS. THE CONTRACTOR SHALL
PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY THE OPERATIONS OF THEIR WORK.

CITY OF EDEN - KEVIN LONDON - ENGINEERING TECHNICIAN [phone]
DUKE ENERGY (DISTRIBUTION) - ANNE STANFIELD - [phone]
PIEDMONT NATURAL GAS - BERNARD HICKS - [phone]
SPRINT - RICHARD SPENCER - [phone]

MINIMUM SEPARATION DISTANCES FOR SANITARY SEWER LINES FROM:

A. WATER LINES - 18" VERTICAL OR 10' HORIZONTAL

EXIST. LEGEND

B. STORM SEWERS - 12" VERTICAL

D.I.P. WITH MECHANICAL JOINT ENDS MAY BE SUBSTITUTED WHERE SEPARATION DISTANCES
BETWEEN THE SANITARY SEWER LINE AND WATER LINE OR STORM SEWER CANNOT BE MAINTAINED.
PIPE MUST BE LAID SUCH THAT FULL SECTIONS OF PIPE ARE CENTERED ON THE CROSSING POINT
AND EXTEND A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF CROSSING.

DISTANCES NOTED ON PLANS ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

[] ELEC. BOX
" SIGN
[S21 MAIL BOX
[g] UTILITY MRK.POST
o POWER POLE
:Q: LIGHT POLE
^ GUY WIRE
Gy.
txJ GAS VALVE
D CLEAN OUT
@ SANITARY MH
YARD INLET-GRA TE
STORM MH
INLET-STD.
DROP INLET-GRATE
WA TER VAL VE
C3 WA TER METER
--Q HYD
0) BOLLARD
8 DECIDUOUS TREE
~ BUSH
. IPF
. MONUMENT

DATU M:

HORIZONTAL DATUM - NAD 83
VERTICAL DATUM - NA VD88

R -
REPLACEMENT

PR - POINT
REPAIR

--- ss ---

PLANTER
EDGE OF GRA VEL
RETAINING WALL
EXIST. SEWER MAIN
MISC.
OVERHEAD ELEC.
COLUMN
BUILDING
GAS LINE
REINF. CONC.PIPE
CORRUG PLAST PIPE
CORRUG METAL PIPE
EXIST. WA TER LINE
SIDEWALK
EDGE OF CONC.
CURB
EDGE OF PAVEMENT
WOVEN WIRE FENCE
WOOD FENCE
CHAIN LINK FENCE
HEDGE
WOODLlNE

EXISTING MINOR CONTOUR

REPAIR EXIST.
MANHOLE (DC
280)

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RCP
CPP
CMP

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X
0 oX 0
0 oX 0

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555 EXISTING MAJOR CONTOUR

RAISE EXIST
MANHOLE (DC
257)

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SHEET INDEX MAP
NTS

ATTENTION CONTRACTORS

EROSION CONTROL LEGEND

THE CONTRACTOR RESPONSIBLE FOR THE SEWER
IMPROVEMENTS, AS APPROVED IN THESE PLANS, IS
RESPONSIBLE FOR CONTACTING THE ENGINEERING DEPARTMENT
AT [phone] AT LEAST 24 HOURS PRIOR TO BEGINNING
ANY OF THEIR CONSTRUCTION.

ABBREVIA TIONS

TC - TERRA COTTA
TCE - TEMPORARY CONSTRUCTION
EASEMENT
PE - PERMANENT EASEMENT
PROP. - PROPOSED
EXIST. - EXISTING
SR - STATE ROAD
DT - DECIDIUS TREE
FFE - FINISHED FLOOR
LAG - LAG BOLT
FM - FORCE MAIN
EOP - EDGE OF PAVEMENT
DIP - DUCTILE IRON PIPE
PVC - POLYVINYL CHLORIDE

PROPOSED LEGEND

. SEWER MANHOLE
· CLEANOUT
w PLUG
SEWER LINE
555 MAJOR CONTOURS
MINOR CONTOURS
RETAINING WALL

V 0/01 STEEL ENCASEMENT

-<C-.-

ROCK SILT CHECK DAM
TEMPORARY SILT FENCE
PERMANENT EASEMENT
TEMPORARY CONSTRUCTION EASEMENT

. .
PE

FAILURE TO NOTIFY THE ENGINEERING DEPARTMENT IN ADVANCE
OF BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE
OF MONETARY FINES. AND REQUIRE REINSTALLATION OF ANY
WA TER OR SEWER FACILITIES NOT INSPECTED AS A RESULT OF
THIS NOTIFICATION FAILURE.

FAILURE TO CALL FOR INSPECTION. INSTALL A DOWNSTREAM
PLUG. HAVE PERMITTED PLANS ON THE JOB SITE. OR ANY
OTHER VIOLATION OF CITY OF EDEN STANDARDS WILL RESULT
IN A FINE AND POSSIBLE EXCLUSION FROM FUTURE WORK IN
THE CITY OF EDEN.

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SLOPE STABILIZATION WI JUTE MATTING

CLEARING AND GRUBBING

LIMITS OF DISTURBANCE

REMOVE EXIST. MANHOLE AND PIPE

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TREE REMOVAL

TEMPORARY CONSTRUCTION ENTRANCE

~ ASPHALT REPLACEMENT

REV. NO, DESCRIPTION DATE
REVISIONS

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF NTS _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER 'ill DICKSON BIDDING
MWF 80349.00,RA Office Location s:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD DWG.

/

"

TEMPORARY TREE PROTECTION

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

2

GENERAL NOTES - LEGEND & INDEX MAP

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RIM = 637.99
INV. OUT = 633.99

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INV, IN = \.630,04
INV. OUT = 629.99

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EXIST. MANHOLE #~82
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INV. IN = 625.78 \ '
INV, OUT = 625,68 MO MO
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VERT. 1"=21

NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCAllON AND DEPTHS OF EXISllNG UllLlllES.

640

9

638

636

634

PHOTOGRAPH OF EXIST. PIPE CONDITION

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630

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CONNECT TO EXIST'ffi
MANHOLE QI7

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PHOTOGRAPH OF EXIST. PIPE CONDITION

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3+00

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REV, NO, DESCRIPTION DATE
REVISIONS

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1:20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008 'ill DICKSON BIDDING
APPROVED BY PROJECT NUMBER Office Locations:
MWF 80349,OO,RA CONSTRUCTION
FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia
1/15/2009 South Carolina Florida RECORD DWG.

DRY CREEK

SANITARY SEWER IMPROVEMENTS
PH ASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

3

FIELDCREST
0+00.00

RD POINT REPAIR
TO 3+50.52

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EXIST. MANHOLE
RIM = 566.21
INV, IN = 559,76

PHOTOGRAPH OF EXIST. PIPE CONDITION

PHOTOGRAPH OF EXIST. PIPE CONDITION

REV, NO, DESCRIPTION DATE
REVISIONS

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DISPOSE OF 20
LF OF aN TC
PIPE

REMOVE AND
REPLACE 14 SY
OF EXIST. ffi
ASPHALT QV

EXIST. MANHOLE #259
RIM = 566.22
INV, IN = 560,36
INV, IN = 560,36
INV. OUT = 560.31

EXIST. MANHOLE #263
RIM = 566.24
INV. OUT = 561.22

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568

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564

564

562

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560

560

558

558

556

556

554

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552

552

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551
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PROFILE VIEW: HORIZ. 1"= 201
VERT. 1"=21

0+50

1+00

1+50

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1: 20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008 'ill DICKSON BIDDING
APPROVED BY PROJECT NUMBER Office Locations:
MWF 80349,QQ,RA CONSTRUCTION
FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia
1/15/2009 South Carolina Florida RECORD DWG.

DRY CREEK SANITARY SEWER IMPORVEMENTS
PHASE 1
CITY OF EDEN
EDEN, NORTH CAROLINA

,

NOTES:
1, CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES.
2, HALE STREET IS A CITY MAINTAINED STREET, OVERLAY IS NOT REQUIRED.

HALE ST POINT REPAIRS
0+00.00 TO 2+02.72

4

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EXIST, MANHOLE #1
RIM = 592,84
INV, IN = 586,84
INV. IN = 587,27
INV. OUT = 584.24

EXIST, MANHOLE #195
RIM = 595.16
INV. IN = 588,86
INV, OUT = 588.76

CONNECT PROP. 8" DIP TO ffi
EXIST. 8" TCP WITH s::rv
STANDARD SEWER COUPLING 12

REMOVE AND
REPLACE 16 SY OF
EXIST. ASPHALT
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lVJo
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- - - - - -- -=- - - - - - - - - - ~\~9'1.. IVJ 0

---M-----M-----M~-~--M--

--

50' ASPHALT
OVERLAY (APPROX.
229 SY)

IQ

o
~

1ifiJT-

fi!\O

RIO

MO

- ~

-

M

~g,)-

\l--Li
'::S
is::
G;:J
)l,..
LlJ
--J
a,
~
:u
;:J::

TOP=591.86

TOP=593,17
IN=589,59
OUT=589,48

o
.z
\

LIMITS OF
DISTURBANCE
APPROX. 0.013
ACRES

-
I STALL CATCH
BASI/DROP INLET
PROTECTION (TYP.)
EIi)

598

Ol
O'!
OJ
+
.1'1
I~ ><;~
(f)
IJ. ~c.-. ...t
~ ~, l8~ 00
LO
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- -
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-
.:. I:::':
;;..;, :"'-"5~;::
= 1=
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-
\ I
XIST, 18" RCP I
""-EXI T, 15" ReF>
I EXIS T. 391.9 9 LF -- -- I--- -- - --II
.. ~ ~ - --
I PROP. OLFOF8 Jr 0 -- -- ~ UJ
/ @ .49% 51 OPE -- I---- - ~-
I / DIP -- --
I -- -- I--- - --
-- r- -- -- --
- - I--- - -- i--- - - --
'- -- -- I--- - - -
I -- r- -- -- --
--
-- -- r-
I--- -
- - -- --
I I ~
I \ ",
I 1\ REMOVE AND
DISPOS OF 20 F
n~ A" rf' PIP~
\ CONNECT TO EXISl r~
~ ANHOLE
---

582

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES.
2. HUNDLEY DRIVE IS AN NCDOT MAINTAINED ROAD,

596

596

594

594

592

592

590

590

588

588

PHOTOGRAPH OF EXIST. PIPE CONDITION

586

586

584

584

PROFILE VIEW: HORIZ. 1"= 201
VERT. 1"=21

582

0+00

580
3+92

0+50

1+00

1+50

2+00

2+50

3+00

3+50

REV, NO, DESCRIPTION DATE
REVISIONS

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1: 20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE APPROVALS
AMH 09/2008 [phone]
APPROVED BY PROJECT NUMBER ""DICKSON BIDDING
MWF 80349,OO,RA Office Locations:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD DWG.

/-

MO

MO

--

o

~

CHAINLlNK FENCE

SANITARY SEWER IMPROVEMENTS
PHASE 1
CITY OF EDEN
EDEN, NORTH CAROLINA

RIDGE AVE
0+00.00

POINT REPAIRS
TO 3+91.99

DRY CREEK

5

14

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---=-==- SS - - - - - SS - - - - - SS
~ -----S
------

ONLY

s
o

I REMOVE AND
DISPOSE OF 20
LF OF 8" TC
PIPE

LIMITS OF
DISTURBANCE APPROX.
0.012 ACRES

C/J.i. Q

ffi INSTALL CATCH
~ BASIN/DROP INLET
PROTECTION (TYP.)

~I

~/f10

CONNECT PR P. 8" DIP TO
1ST. 8" TCP STANDARD ffi
SE R COUPLINGS \IV

REMOVE AND
DISPOSE OF 20
LF OF 8" TC
PIPE

MO

LIMITS OF
DISTURBANCE APPROX.
,0.012 rCRES

// Q

~~~

~~

.....---1

Q

/,,/

..;.'

~

TOP=589.44

/
;S - - - - - SS - - - - - S S -=-7/'---- - - S S - - - - - S S - -

--

-ss-

--

-0

s
o

MO

M

MO

fV\O

. / / f\!\lT

fV\O

-----

.i") -
Iii(' /

ow

Q
o

--

--

EXIST, MANHOLE #213
RIM = 583.04
INV. IN = 575.23
INV. OUT = 575.23

REMOVE AND
REPLACE 14 SY
ffi OF EXIST.
~ ASPHALT

REMOVE AND
REPLACE 14 SY
OF EXIST.ffi
ASPHALT \IV

EXIST. MANHOLE #214
RIM = 589.62
INV. IN = 583,19
INV. OUT = 583.19

PROP. 20 LF OF 8" DIP

f---
~
~
en
a
~
CtJ

592

ST
590 RIM
,..,
- -
- I---
-- EXI
J-.------ --
-
-- ---
l--- I
588
--- - I
-- -- I
-- ---
---
-- ~ EXIST. " DIP----. I
-- ~
~ ----- I 1586
--
-- -
-
-- -----
---
STA. 0 00.00 --
RIM = >83.04 --- -- I
INV. 1= 575. ~~23 -- -
INV. au I Al<1~~?; - ~ I
~XIC:;T I ----- I- 1584
I- - -l
-----
- ----- -- I-- --L J
..------ -
- -
1-- - - 1---
- -
-- -- --
- - - 582
- -- -- --
I--- I- - 1--
- --
2 Lr -- ~- -
1. 435: 1---- 1--
E.)(I ~ lo~-z."l. c i~apE., -- -- --
- - 580
v ~- -- -
I EXIST 12" -- ----- ~ -
~ RCP I- -
~-= 1---
"./'
V -- -- -
-- I--
- 578
I I i-- 1---- - /
f.--- -- 1\
I - - -- I---
I .1--- - +-- - j \
I I ~- -- RI MOVE AI D-
1-- DISPOSE OF 20 ~
- nL " T" ,..,,, 576
l 1- PROP 20 LF F 8"- LJ
~.~
\ ANU Ltl
DISF OSE OF 00 LF
'\ OF r TC PI E
574
\...- ~ PRe P. 20 LF OF 8"
DIP 573

PROFILE VIEW: HORIZ. 1"= 201
VERT. 1"=21

592

NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES. 590
2. CAROLINA AVENUE IS A CITY MAINTAINED STREET. OVERLAY NOT REQUIRED.

A.

588

586

584

PHOTOGRAPH OF EXIST. PIPE CONDITION

582

580

578

576

PHOTOGRAPH OF EXIST. PIPE CONDITION

574

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+36

REV, NO, DESCRIPTION DATE
REVISIONS

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1:20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER 'ill DICKSON BIDDING
MWF 80349,OO.RA Office Locations:
CONSTRUCTION
FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia
1/15/2009 South Carolina Florida RECORD DWG.

DRY CREEK SANITARY SEWER IMPROVEMENTS
PH ASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

CAROLINA AVE
0+00.00 TO

POINT REPAIRS
4+35.72

6

14

,,-.
Cj!!!
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g:;;;::j
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~~~
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~

~-

_ _ SS - - - - -/ ./

S - 2" ,e
_ _ - S (" 5'. '\

-ANHOL[ _ SS
54.24 _ --
;S550.04

CLEAR AND
GRUB AROUND
MANHOLE
APPROX. 0.003
ACRES

NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES.

PHOTOGRAPH OF EXIST. PIPE CONDITION

PHOTOGRAPH OF EXIST. PIPE CONDITION

CONNECT PROP. 12" DIP TO
EXIST. 12" TCP WITH STANDARD
ffi SEWER COUPLINGS
\IV

._~r-:~
(YY v ,~",.

TEMPORARY
CONSTRUCTION
E~TRA~CE 4
14

5:
o

~

EXIST. MANHOLE #248
RIM = 560.71
INV. IN = 553.42
INV. IN = 552.52
INV. OUT = 552.52

~

~

-555.

-- SS ----- ss -+---~ SS-
EXIST. MANHOLE #247 \
RIM = 554.26
INV. IN = 550.87
O. OUT = 550.87 \
o 0
o \

--\, SS - - -1- - SS - +- - - - SS - -
, \

- - - SS - - - - - SS - - - - - SS - - - - - SS - - - - -

PROFILE VIEW: HORIZ. 1"= 201
VERT. 1"=21

5:
o

\ !..- ..'
,-
--
--

REMOVE
CONCRETE PAD

CLEAR AND
GRUB 0.007
ACRES
--

-555-

--

----

CLEAR AND
GRUB 0,034

~ RECONNECT
?2 SANITARY SEWER
SERVICE

. - OMITS OF
DISTURBANCE
APPROX. 0.017
ACRES

CLEAR AND
GRUB 0.036
ACRES

REMOVE AND
DISPOSE OF 30
LF OF 12" TC
PIPE

--

-555

PROP, 20 LF OF 12" DIP

~INSTALL 25 LF
\IY OF SILT FENCE

PROP. 30 LF OF 12" DIP

5:
o

Sl A. ???
RIM 560.71
II~" . 11'1 = )'->>.)."tL
IN . IN )52.52
OUT ~"'7 "'7
E 1ST. MJ NHOLE
~ ~
/ I
I I
/
,.....~ /
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(!::j l() 1I - - /
--------
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- -
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EXIS . 399.~ 12 LF ~~ ~- --1
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-- ~~ I--- - -- I- - F-- -
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-- - 1- - f--- - ~
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- - V \ / \
/ \ ~
PROP 30 LF
PROP. 2 LF - -./ \ OF 2" DIP ~
OF 12" DIP - REM VE AND
\. DISP SE OF o LF
~ 1\NU OF 1 " TC PI JE
DISPOSE OF 20 F
OF 12" TC PIPE

564

564

562

562

560

560

558

558

556

556

554

554

552

552

550

550

548

548

0+00

546
3+99

0+50

1+00

1+50

2+00

2+50

3+00

3+50

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1:20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER i/lOICKSON BIDDING
MWF B0349.00,RA Office Locations:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD DWG,

REV. NO. DESCRIPTION DATE
REVISIONS

POINT REPAIRS
3+99.32

CREEK

DRY

SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

DRY

CREEK OUTFALL
0+00.00 TO

7

14

,:..'
~!!:!
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OOQ:O
U<eQ.U

PROFILE VIEW: HORIZ. 1"= 201
VERT. 1"=21

\

!

>-
o

EXIST. MANHO
RIM = 614.84
INV. IN = 60 ,20
INV. OUT = 6 20

~

:i;!;~ :/J~

,
G - - :::c......-:- ~ - - - - - ~ ----, 0=--""- _ _ ~ _ _ _ ~ ~ _ _ _ _\ _ ~ _ _ _ _
Ail ~ - / ___ '"
Q~ 0 1fo-~ -- ;:0
M 0 _______________ ~ ,( ~ __

- 55 ----- 55 -t--- MO~MD~_ /---'5 ~f--- 55 ____~O-2+:'"-- 55--
~~TCO -_ ~
s STADIUM DRIVE MO~MO _ ___ ~
o M M ~

-----D--------,~-~-----,-~-------,-~O
-itO ---~, ~

3+00 ~ 3+7.. 'c
- ~ SS =- - - + - ~~~.~ - - - SS - - - -j- SS --

REMOVE AND REPLACE -it, ~
14 SY OF EXJ.SI~ffi.. 0 ~"o M _ _ -...~-M__-_ _ _ _ _ M _ _
- M - -ASPHAbl - M ~-\"-'- M - - - - -

-Q

AA
'1'10
~"'

410

MO

EXIST. MANHOLE #163
RIM = 617.10
INV. OUT = 611,27

~--- ----

I,
\-- fiIo

M8

MO

o

31 v~

REMOVE AND
DISPOSE OF 20
LF OF 8" TC
PIPE
RECONNECT
ffi SANITARY SEWER
\IV SERVICE.
SERVICE IS
LOCA TED AT
12: 00 POSITION
AT STA. 2+48

-1~

PROP. 20 LF
OF 8" DIP
LIMITS OF
DISTURBANCE
APPROX. 0.01
ACRES

50' ASPHALT
OVERLA Y
(APPROX. 160
SY)

f-
Lu
Lu
~
U)
a
~
OJ

NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES.
2. STADIUM DRIVE IS MAINTAINED BY NCDOT SO OVERLAY IS REQUIRED.

(
; ",.
. 0..
l-
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~-
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POP. 20 F OF 8" ,'1 /
!"lIP
R MOVE A 'JD- II
DISPOS OF 20 LF
OF 8" TC PI PE

620

.-
r-..:

618

616

616

614

614

612

612

PHOTOGRAPH OF EXIST. PIPE CONDITION

610

610

608

608

606

606

604

604

602

602

0+00

601
3+75

0+50

1+00

1+50

2+00

2+50

3+00

3+50

REV, NO, DESCRIPTION DATE
REVISIONS

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1:20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008 "DICKSON BIDDING
APPROVED BY PROJECT NUMBER Office Locations:
MWF 80349,OO,RA CONSTRUCTION
FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia
1/15/2009 South Carolina Florida RECORD DWG,

MO

DRY CREEK

r

SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

STADIUM DR
0+00.00

POINT REPAIRS
TO 3+ 75.12

8

14

f'.:
Cj!!1
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MH#101
TOP=534.61
IN=528.31
OUT=528.31

RECONNECT EXIST.
ffi SEWER TO PROP.
QV MANHOLE

-- S-S -jT
--

~~~~

~

100 YEAR FLOOD PLAIN ELEV. 538.00'

NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTHS OF EXISTING UTILITIES.

PROFILE VIEW: HORIZ. 1"=401
VERT. 1"=41

REV. NO, DESCRIPTION DATE
REVISIONS

MH#102
TOP=538.63
IN=531.23
IN(S)=531.43
OUT=531.18

I
I
I
I
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C/)
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MH#127 /. / /
TOP=54~16
---IN=536.36
-':::"-=- ;:-c'-e: _ .. ___r;;;!T=~6 .:;)1
.J..1LIe' ':: 545 . @ - -,!-'
\

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/

(/
/"
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OT
~I
~
~:-I
-0]

TEMPORARY
WETLAND IMPACT
(APPROXIMATELY
0.065 ACRES)
'.

PROP. MANHOLE #2
STA. 2+55.05 ffi
RIM = 542.35 QV
INV. IN = 531.71
INV. OUT = 531.71

ReGONN~c:r 'Ex~stffi.
SEWER. JO' PROP; . \.$I'
MJ\t\lHCtE: . '. .

- 4+00

-~

,
h+oo ------:;.\

\ \ \

I I I I..
1-91\ ....~
i ,I '--"

......---

LIMITS OF
DISTURBANCE
APPROX. 0.39
ACRES

PROP. MANHOLE #1
STA. 6+47.55
RIM = 541.67
INV. IN = 534.27 Lf?
INV. IN = 534.27 QV
INV. OUT = 532.47

.3)
~)-)

~/~-

\ \
Jy

L
I
)
~---
---<(j ---
--- <(j ~ ---
---
---
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------

-------
REMOVE AND
REPLACE 20 LF OF
EXIST. 7'
CHAINLlNK FENCE
/

REMOVE AND
DISPOSE OF
647,55 LF OF 18"
TC PIPE

CLEAR AND GRUB
0.006 ACRES

CLEAR AND GRUB
0.09 ACRES

OUT=S3&;C/2--

ANTI-SEEP
COLLARS (TYP.) ~

ffilNSTALL 671 LF
\H7 OF SILT FENCE

--- TB ---

PROP. MANHOLE #3
STA. 0+00.00 ffi
RIM = 538.63 SID
INV. IN = 531.23
INV. IN = 531.43
INV. OUT = 531.1 8

552
550
548
I"')
546 "!
II
544
:>
z
542
540
538
536
534
532
530
528
526
524
522
520
518
516

552

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544 c... U'l a::: _

542

540

REMOVE AND DISPOSE
OF EXIST. MANHOLE

526

524

522

520

518

516

0+00

514
6+48

0+50

1+00

1+50

2+00

2+50

3+00

3+50

4+00

4+50

5+00

5+50

6+00

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1: 40 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008 ""DICKSON BIDDING
APPROVED BY PROJECT NUMBER Office Locations:
MWF 80349,OO,RA CONSTRUCTION
FILE NAME PLOT DATE community infrastructure consultants North Carolina Georgia
1/15/2009 South Carolina Florida RECORD DWG.
..,j

I
I
I
v:
U;

'/

r

DRY CREEK SANITARY SEWER INPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

DRY CREEK OUTFALL REPLACEMENT
0+00.00 TO 6+47.55

9

14

""'
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-s
s_

-

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-

-s
s_

-

-

-

-s
s_

-

-

-

-s
s_

-

-

-

-s
s_

NOTES:
1. CONTRACTOR SHALL FIELD VERIFY LOCAllON AND DEPTHS OF EXISllNG UllLlTIES.

PROFILE VIEW: HORIZ. 1"= 201
VERT. 1"=21

REV. NO, DESCRIPTION DATE
REVISIONS

-

-------

1
1
1
1
!:I
1
1
1
1'1.
12r
!:I
1
1
1
-- 1
1
!:I
1
1
1
1

----

~
~
~
~
~

-

~....
110

-

-s
s_

-

PROP. MANHOLE #5
ffi STA. 0+00.00
QV RIM = 590.32
INV. IN = 585.00
INV. OUT = 5 .2

-

-

REMOVE AND
-.;-. J~EPLACE 12 LF ffi
, /. OF EXIST. 2' -6"~
/ CURB AND
. GUTTER

-s
S_

-

-
-

-s
S_

-

-

-

-s
S_

-

-

-

-s
S_

-

-

-

-s
S_
8' :--.
TC "

_ SS - -

CONNECT EXIST.
SEWER TO PROP.
ffi MANHOLE
QV

MH#294
TOP=590,32
IN=585,82
OUT=583,92

REMOVE AND
REPLACE 25 SY
OF EXIST. ffi
ASPHALT ~

// ",

CLEAR AND
GRUB .004
ACRES

ffi INSTALL 31 LF
\B7 OF SILT FENCE

PROP. MANHOLE #4
STA. 0+53.65 6B
RIM = 601.18
INV. IN = 592.29 11
INV. IN = 593.69
INV. OUT = 589.99

MH#295
TOP=601.39
IN(NW)=592,29
IN(W)=593,69
OUT=591.34

INSTALL CATCH
BASIN/DROP
ffi INLET
\B7 PROTECllON

LIMITS OF
DISTURBANCE
APPROX. 0.03
ACRES

50' ASPHALT
OVERLA Y
(APPROX. 180
SY)

602

@

v 01
"II:: 01
W oj
...J IX)
o 10 IX) 10
:ctO~
z n""': II
< 1001-
:::::!: +to::::>
.0110
a.. .
o <:::::!:>
g: In a:: ~
602

600

598

596

10
"II::
o
W 0
...J .
~ 0 t') IX)
Z ddlO II
< 00111
:::::!: + 10
592 . 0 Z
a.. .
o <:::::!:>
a:: I--z
a.. (J) a:: _

REMOVE AND DISPOSE
OF EXIST. MANHOLE

590

590

REMOVE AND DISPOSE
OF 53.65 LF OF EXIST,
8" CI PIPE

588

588

586

586

0+00

584
0+69-54

PROJECT MANAGER DRAWING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
MWF 1:20 _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER 'ill DICKSON BIDDING
MWF 80349.00,RA Office Location s:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD DWG.

NOTE:
EXCAVATION FOR MANHOLE AND SEWER WITHIN NCDOT RIGHT
OF WAY SHALL BE SHEETED, SHORED AND BRACED AS
REQUIRED. SHORING SHALL CONFORM TO NCDOT DESIGN
SERVICES REQUIREMENTS AND TRAFFIC CONTROL SHALL
CONFORM TO MUTCD TO ALLOW 2 LANE TRAFFIC. TRAFFIC
BARRIERS SHALL BE WRAPPED AROUND PIT AND TAPERED TO
AVOID BLUNT END. CONTRACTOR SHALL BE RESPONSIBLE FOR
PREPARING ENGINEERED EXCAVATION AND SHORING PLAN
INCLUDING GEOTECHNICAL AND STRUCTURAL CALCULATIONS.
PLAN SHALL BE SEALED BY A NORTH CAROLINA REGISTERED
ENGINEER. SUBMITTAL IS ANTICIPATED TO TAKE 6-9 WEEKS
OF REVIEW TIME BY NCDOT. PLAN SHALL BE READY FOR
SUBMITTAL TO NCDOT WITHIN 10 DAYS OF NOTICE TO
PROCEED. CONTRACTOR IS RESPONSIBLE FOR ACQUIRING
APPROVAL FROM NCDOT. CONTRACTOR WILL BE RESPONSIBLE
FOR KEEPING EXCA VA TION PROTECTED AT ALL TIMES.

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

E MEADOW RD REPLACEMENT
0+00.00 TO 0+53.65

14

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1" LETTERING
RECESSED FLUSH

MINIMUM AIG 'w'EIGHT
FRAME 262
COVER 170
TOTAL 432

o

3 -in DIA, HOLES
AT 12rP

A
I

A
I

\>~1~~y ~

TYPICAL LIFTING DEVICE

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PLAN

2B 1/4"

-G= J~~~~:'
7 11:: --r H
l4wwy~
L3'~

Aj~ ~
~~Q~ ~#/
f ~
/ GASKET IN VERTICAL
~ FACE OF COVER

~ // // /1 RING MUST BE
1 I ANCHORED IN
ACCORDANCE
'w'ITHill
QJ7

24"
28"

34"

A

I

~~~

II

I

Lp

5/B" ..e5
--STAINLESS STEEL ROD

TYPICAL LIFTING DEVICE

OF COVER

ffi MANHOLE FRAME AND WATERTIGHT COVER
\JJ:7 NOT TO SCALE

EXTEND OVER INVERT

/-?

JeJ ',60" :\l":!i.,.b: -"d.".';1...~ 13
. .4.,.6>. : '-. .4:,t::".
4 ~'4" "9',';",
~...'
'A'

. (il>i''rl~ .
r~~:~tc::<

l> '

D

p . \>

~

EXISTING

SEYJER M7 t~ \7.

/__~4' J

. ' . .: .: " '.' ::.: .:'. '. . ~ .'le?

J
\

~ "".
~'~lS
~.:J
~

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: '~. / GROUT
PD~(r

:: . '. .'. '.' :: .: ':.f::
.... v' -. :," .. ",'.': -.::".. ':;;;
,.<J:.....:'..:.:.....:'.~

.~.v:<:>.:....-::.:.:'-.:.:..... .

'/J. V'.<O.'

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I)

", . . . '.' . '. ..; Ll
~.., . '.' '. .' .'.

~,:::' :;:>:.:: :::.> .::~:.;.: L '
4 :::.....:...::'...:.:: <.'.:..:':.':'~ c7 <J

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-

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g"
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b

17

\
P .

'1' ..\7 '\7

1\
/// /~

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SECTION AT RIGHT ANGLE TO EXISTING MAIN

> ................

4/-0// FOR W TO 12// MAINS
5/-0' FOR 15// TO 30" MAINS
6/-0' FOR 36" TO 54' MAINS

NOTES:
1. FLOYJ SHALL BE MAINTAINED
DURING CONSTRUCTION,
2, THIS DETAIL TO BE USED YJHEN
A 6# OR LARGER LATERAL
NECESSITATES CONSTRUCTION OF
A NEYJ MANHOLE OR YJHEN NEYJ
MANHOLE MUST BE CONSTRUCTED
OVER EXIST, SEYJER LINE,
3, SEE STANDARD DETAIL ill
FOR PRECAST MANHOLES, GJ7
4, THE CONTRACTOR SHALL
PROVIDE A MINIMUM 6# COMPACTEI
# 67 STONE BASE,
S, FOR SPECIALTY SECTION OF Q
PRECAST MANHOLE) SEE DETAIL W
6. FOR BASE OF MANHOLE) SEE DETAIL Efij

,
1
'::j v

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" '~
I>

J
L. Ll

ffiROUT I

\

t, .

'[> D,." .\7

0- .'-
.f>

6"' 1.
_,'\I b--

'.0 6"
-

SAYJ TO CUT SPRINGLINE

\::- . - ' . "

'b

[7

"~:IS:;NGt:~~"[: MAI~

'"

~

7 ?

'7 . Ii ~

\7

p .

SECTION ALONG CENTERLINE OF EXISTING MAIN

ffi STANDARD MANHOLE INSTALLATION
\JJ:7 NOT TO SCALE

OVER EXISTING SEWER MAIN

REV, NO, DESCRIPTION DATE
REVISIONS

b

MANHOLE FRAME AND COVER

1 7/8" --- ---

---

_t-- 1"

-

1/4"

.~~
~rT

5/8"

4"
[

26 3/4"

(

r

~

2 7/8' --/

'i--

FRAME

182 Ibs.lr..

jri~
~

_t
1"J

COVER 120 Ibs, MINIMUM

~~EY~
~.U{j&t(J~G\J4
D U1~E~ rJ

]

28 1/4"
26 3/4"

j
~ii~i
~

24"

28"

33"

MEASUREMENTS IN INCHES

m STANDARD MANHOLE COVER
\JJ:7 NOT TO SCALE

NEOPRENE BOOT

~
. I>.
'J r MANHOLE BASE SECTION

1>.'

'J

~EXPANSION BAND

I?r ~ GROUT AROUND PIPE-TO
BE FLUSH WITH INSIDE
FACE OF BASE SECTION

-9-

GRAVITY SEWER

~

-3" MAX.

PIPE CLAMP~ U '-......

MANHOLE
INVERT

w

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'J

I>.

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NOTES:
1, MATERIAL SPECIFICATIONS: NEOPRENE BOOT - ASTM C-923; PIPE
CLAMP & EXPANSION CLAMP - STAINLESS STEEL, ASTM C-923.

2.

TWO PIPE CLAMPS REQUIRED FOR PIPE O.D.'S 15" AND LARGER.

@

STANDARD MANHOLE BOOT
NOT TO SCALE

A
V6

A
V

A
V
6

~ EXISTING MANHOLE

'.
<I

6
~ ~

(
b

RAMP DOWN TO 6
EXISTING BENCH <I
WITH GROUT EXISTING d
~BENCH

L E~-,,~ ~ , '. D

'.

GRAVITY SEWER

J~d ~

CORED HOLE WI 6.
NEOPRENE BOOTffi
W .'. ".

d

<I

<ld

6 d

6.<ld

<ILl

<I

6..'

ffi CONNECTION
\JJ:7

TO EXIST./PROP.
NOT TO SCALE

MANHOLE DETAIL

PROJECT MANAGER DRAIJING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
M'w'F NTS _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER 'ill DICKSON BIDDING
M'w'F 80349,00,RA Office Location s:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD D'w'G,

o

~
~
~
~
~
~
~
~

-

~
'-----./

~
'-----./
~
'-----./
~
'-----./

-

A __

- -
000000000000000

A__

PLAN

5
I.

/\ SLIP RESISTANT CLEATS

"""""""" B

.1

Il Il Il Il Il Il Il

12"

ELEVATION

#3 OR #4 REBAR

J
~

r CORROSION RESISTANT MATERIAL
(RUBBER, PLASTIC)

I

SECTION A-A

ELEV A TI ON V ARI ES
REFER TO PROFILE

~ FOR MANHOLE FRAME AND COVER ffi OR ffi
I I QJ7 QJ7
{JLJ...1' \ ~ \ {JLJ ~...1\1 f'i I
Z ~ \ r--:: I. 2-D' .1"

! .:. \ I, NEW MANHOLES USE AN APPROVED BITUMINOUS
. . ~ BASE SEALANT THAT SHALL BE APPLIED TO
THE TOP OF THE CONE SECTION TO PROVIDE
A WATER TIGHT SEAL.

EXIST.

MANHOLE STEP I ~

'i~

GROUND ~..l

Wl

~'

n
V

n
V

MANHOLE CONE AND BARREL
SECTIONS SHALL BE AS PER
N.C.D.O.T. STANDARD 840.67

n
to.. V

(\

L:l

4'TO 6'DIA AS REQ')

ECCENTRIC M.H. CONE MAY
j . =:J "0" RING SEAL BE USED ON 8" AND
10" SEWER MAINS
Jt-.1"~ ~ ~ ~ nr~ OR RAM - NECK

i>' J :;" I <J I RUBBER BOOT ffi

^ 4"--1 1--00 j

l r-:", /~/C!. _______ LATERAL INVERT SHALL
"...J 1 ____ NOT BE LOWER THAN
\.. ....) MAIN SPRINGLlNE,

v

6"
.~

~

WHEN MANHOLE TOPS ARE IN
EXCESS OF 3' ABOVE GRADE
OUTSIDE STEPS MUST BE PROVIDED.
SEE STEP DETAIL ffi
\JJ7

...J

" ,....

" /I /\ /I

\ I

I

"

~

SECTION A-A

<J

EXTENDED MANHOLE BASES MAY BE
USED TO MINIMIZE MANHOLE
DIAMETER WHEN A LARGER MANHOLE
IS REQUIRED BECAUSE OF THE
DEPTH, IN WHICH CASE MAIN SIZE
WILL DICTATE MANHOLE DIAMETER.

~

l

A

qJ

MIN. 6" COMPACTED #67 STONE
BASE TO BE INSTALLED
UNDER NEW MANHOLE.

~

~
~

'.....

//;

IN NON-TRAFFIC AREAS, TOP OF
FRAME AND COVER SHALL BE
INSTALLED A MIN, OF l' ABOVE
FINISHED GROUND SURFACE,

<:t

~

---

<J

<J

.<1

DIAMTER OF MANHOLE

MAIN SIZE I ORI DEPTH OF INSTALLATION
8" TO 12" 0' TO 12'
15" TO 30" 12' TO 20'
36" TO 54" 20' AND GREATER

4' - 0"
5' - 0"
6' - 0"

4"

STANDARD PRECAST SANITARY SEWER
NOT TO SCALE

MANHOLE

@

5"

f--T2 BARS AT 8' CTs-------1

TffiFFFfWI
qti ttti m ;
H-t t-ttt III i

I 6'-0' I

Cl, "A' CONCRETE TOTAL CU, YDS 1,000

BIll OF MATERIAL FOR 4' MANHOLE

BAR SIZE
T2 #5

LENGTH
5'-6'

NO, \o/T, lBS,
18 103

l~

REINFORCED CONC, FOOTING FOR
4' PRECAST MANHOLE

SIDE ELEVATION

r--T1 BARS AT 8' CTs-1

1ttllll +I=~
~***~
1 =8=+# 1

I 7'-0' I

Cl, "A' CONCRETE TOTAL CU, YDS 1,361

BILL OF MATERIAL FOR 4' MANHOLE

BAR SIZE
T1 #5

LENGTH

NO, \o/T, lBS,
20 136

6'-6"

REINFORCED CONC, FOOTING FOR
5' PRECAST MANHOLE

~ T2 BARS AT 8' CTs--j

1++=1++++1= 1
!***~
l-W-iR=# 1

I 8'-0' I

BILL OF MATERIAL FOR 4' MANHOLE

BAR SIZE
T2 #5

LENGTH
7'-6'

NO, \o/T, lBS,
24 165

Cl, "A' CONCRETE TOTAL CU, YDS 1,778

lIE All BASES ARE MINIMUM 9' THICK

REINFORCED CONC, FOOTING FOR
6' PRECAST MANHOLE

ffi STANDARD SLIP RESISTANT MANHOLE STEP DETAIL
\JJ:7 NOT TO SCALE

r-- T1 OR T2 BAR-------1

7' HK l ~ ~ ~ 7' HK

T-BAR

(8\ EXTENDED BASE OR CAST -IN-PLACE
\JJ:7 REINFORCED CONCRETE BASE

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

1 1

DETAILS

14

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NOTES:

1. MANHOLES SHALL ALSO COMPLY WITH
STANDARD DETAILS FOR MANHOLES.

--'lr-

-r'V"-

lJ

L 1

VARIES

0:::
W
(/)
0:::

SECTION OF PRECAST MANHOLE

=::!l

J

~-

I

=::!l

z
:2

CONCRETE COLLAR
7
I, /..~,~..\.
~ 14 "" "\ \
, '~j

2"
f'
--- ~ ~.:
~" ~r ~:4
41 <" r ~ I)"~" "

N

4"
1-

~'

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:

, "" -:==:, ....
, ,

-

, ."

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" '

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SECTION B-B

~
B

, ~,/'"
,""~

o

"

" 6~'

.(l 'j-

B

',',"

'..'.....X .. r:::::=
V//""""'--

'" >
-=::::: or"~ / COLLAR,
~."
---- ,,~"\

TYP,

I
\:1

" "

I', ,
~ - 0- q "

'ff V
, ,tY

SLOPE TOP OF CONCRETE
BASE 2" TOWARD TROUGH

, ~..:

"<t -4

~~ " ------- .-/" / //
,"~~ ~7,~
'~,~"'~
".j--4 i1

'" ~"-- /' "<

SECTION A-A

ffi SPECIALITY MANHOLE
\IV NOT TO SCALE

Lt

Cl

FINISHED

I

GRADE
/V///~/ / / / I?^~//~/
%/ / / / ~
~ ~
< rj
~ j; /;~....... UNDISTURBED
Y 210"15
Y .r~.....~

LI N E~/ 0 '0 00 0 ~ 00 0 0 o'lJ ~//# 6 7 STONE
~x ~o"oooOfo~~-4: go g~t~~
o 9:, aOooo~ 00 a Ok:~~
o o~26f 0 0 o~qoo PIPE GRADE
00 ~ 008 0 0 irP oEre- 00 /

// &~9~~!t~ nr~~Ooo~oob o08~t~~'~:~~~~~
/ gooo13 0 oOQ"P'6~O~~Ooo~o c:boo~oBaoo~o8 (Lao 4" BEDDING
000 ooq10o 000 9 80000 6~ 0 oePo 0'--00

/0:~ct~~<<a~oo, oo~o~~o ~

/ ~ MINIMUM SIDE
6" O,D. OF PIPE 6" ~ CLEARANCE

12" O,D. OF PIPE 12" MAXIMUM SIDE CLEARANCE

FINISHED GRADE

~

<<,'({,'({)~~
<~

"
/
,
"
)/
,
"
~
"
(
"
(

FINAL
BACKFILL

VV
[j
/
f/
/
[j
/
f/
/

~~I

,,1 /
~ 2' _TO" [j
" 11'/
~ If f/

; ~ ~
L~ I~J; ~
~'~tN67R~Z~NI~1 /~~~~~ ~~~~~~~I~~ ~~~0~ MINIMUM SIDE CLEARANCE

ENCOUNTERED r

FINAL BACKFILL

SOIL

UNDISTURBED SOIL

SPRING LINE
OF PIPE

o

,
-

INITIAL
BACKFILL

I SPRIN[

HAUNCHING
I

INITIAL BACKFILL

, ,~ ,

CD

TAMP VlELL UNDER
BOTTOM HALF
OF PIPE

m TYPICAL TRENCH BOTTOM DIMENSIONS
\IV FOR SDR 3S PVC GRAVITY PIPE

NOTES:

1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING AND BRACING.

2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.

3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.

4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.

NOTES:
1. For trenches requiring shoring o.nd bro.cing) diMensions sho.ll
be to.ken froM the inside fo.ce of the shoring o.nd bro.cing,

2, No rocks or boulders 4" or lo.rger to be used in initio.l bo.ckfill,

3, All bo.ckfill Mo. terio.l sho.ll be suito.ble no. tive Mo. terio.l,

4, Bo.ckfill sho.ll be to.Mped in 6" lifts in tro. ffic o.reo.s) 12" in
non-tro.ffic o.reo.s,

TRENCH BOTTOM DIMENSIONS & BACKFILLING
Q:jREQUIREMENTS FOR DUCTILE IRON, VITRIFIED CLAY &
\IV REINFORCED CONCRETE PIPE,

TRENCH BOTTOM DIMENSIONS AND BACKFILLING
REQUIREMENTS FOR PVC GRAVITY SEVIER MAIN

NOT TO SCALE

FERN CO ECCENTRIC COUPLING
FOR CONNECTING PIPES OF
UNEQUAL DIAMETER, OR
APPROVED EQUAL

ECCENTRIC
BUSHING

~

MAINTAIN
CONTINUOUS
FLOWLINE

CI'.

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PVC OR
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DUCTILE IRON PIPE

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~~~~
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NOTE:
SANITARY SEVIER SERVICE SHALL BE
CONNECTED TO MANHOLES AS SHOVlN
OR SPECIFIED IN DETAIL ffi

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PAVEMENT OPTION

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~MUST BE 2' BELO~ GRADE

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- ~/:::::III:::::III IT MUST BE INSTALLED INSIDE A VALVE
BOX VlITH COVER LABELED SEVIER,

~PROPERTY
LINE/EASEMENT LINE

CAST IRON OR BRONZE
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-
-

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TOP & SIDES, 6"
BOTTOM, TYPICAL

FERNCO-1056 SERIES WI
STAINLESS STEEL CLAMPS
AND SHEAR RINGS, OR
APPROVED EQUAL

PA VEMENT
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ELEVATION

NOTE: SEE STANDARD SEWER LINE TRENCH DETAIL FOR PIPE BEDDING
BEYOND COUPLING,

GD

STANDARD SEWER LINE COUPLING
NOT TO SCALE

REV, NO, DESCRIPTION DATE
REVISIONS

CURB
0<:::\. .1 . 6\)'<:::\ <J ' "
, , . v. ".L?, 6. "7 . v
. , , ' P.~ ~'o.' " ()~ ~
'NOTE: .~ . , .
" . ' .
THE FULL LENGTH OF THE SERVICE DITCH 'SHALL
BE COMPACTED IN 6" LIFTS VlITH MECHANICAL TAMP,
ALL TAPS VlILL BE MADE USING MECHANICAL TAPPING
MACHINE, FOR PVC INSTALLATIONS) SADDLE AND BEND
MUST BE BEDDED IN #67 STONE, BEDDING AND HAULING
MUST COMPL Y ~ITH REQUIREMENTS OF STANDARD DET AIL ~

8" )10" OR 12" TAPPING
SADDLE OR IN-LINE VlYE

NOT TO EXCEED 40 FEET
SECTION

...:...

4" DJ,
OR PVC
PIPE

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CLASS B CONCRETE
OR COMPACTED CLAY

_/ LENGTH OF PROP. LA TERAL
VARIES
1 PIECE OF PIPE . .. (5\
",':.'.H -".",""., .' "r, SEWER COUPLING \IV

MIN", GR.~DE 1% 7,' ,j )'~--n,

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REST ON UNDISTURBED SOIL

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= , DETAILS ffi ~

\IV \IV

STEEL CLAMPS

1/16" OR 1/8" CJ, BEND

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111

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\ 4" '-- EXIST. SEWER LINE
L SERVICE LATERAL (TYP.)

...----,

- 6"---

---- 6"-

PLAN

STAINLESS
COMBINATION LONG
TURN PATTERN Y
AND 1/8/1 BEND

(1)

ANTI-SEEP COLLAR
NOT TO SCALE

ffi TYPICAL SANITARY SEWER
\IV NOT TO SCALE

LATERAL CONNECTION

PROJECT MANAGER DRAIJING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
M'w'F NTS _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER 'ill DICKSON BIDDING
M'w'F 80349,00,RA Office Location s:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD D'w'G,

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

~ COMPACTED BACK FILL

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SPECIAL BEDDING
FOR 14' - 20' DEPTHS

PIPE CROVlN
450 450

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EMBEDMENT
MATERIAL

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4" BEDD.NG MINIMUM

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HAUNCHING

HAUNCHING

EMBEDMENT
MATERIAL

BEDDING

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STANDARD BEDDING
FOR 3' TO 14' DEPTHS

NOTES:

1, EMBEDMENT MA TERIAL MUST BE CLASS I
(NO. 67 OR NO. 78M WASHED STONE IS TYPICALL Y USED)

EMBEDMENT MA TERIAL SHALL BE COMPACTED TO A MINIMUM OF
2. 95% STANDARD PROCTOR DENSITY FOR
CLASS I MA TERIAL IN UNPA VED AREAS AND 98% COMPACTED IN
PA VED AREAS,

3, REFERENCE SPECIFlCA nONS FOR EMBEDMENT
MA TERIAL SPECIFICA nONS,

4. ALL SANITARY SEWER LINES LESS THAN 4 FEET AND
OVER 20 FEET IN DEPTH MUST BE D,I.P.

ffi STANDARD
\IV

PIPE BEDDING DETAILS
NOT TO SCALE

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ST AINLESS STEEL
STRAP

NOTE: SADDLE TO BE
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PROJECTING 1/2"
BEYOND O,D, OF
MAIN

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DETAIL FOR VCP AND DUCTILE
IRON PIPE

DETAILS

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SLOPES FOR VARIABLE
SUPER ELEVATION RATE

FOR STANDARD 2'6'
CURB AND GUTTER

I. 6' " I.

24'

-I
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OVERLA Y FULL WIDTH
OF ROAD

OVER LA Y 25'

OVERLAY 25'

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PRIMARY ROADS -
3" 1-19B
SECONDARY ROADS -
2-1/2" 1-19B

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6'

D ... 0 []

THICKNESS V ARIES

. .

PRIMARY ROADS - 2"
S9.5 A OR B
SECONDARY ROADS -
1-1/2" S9.5 AOR B

.. [] 0 [] []

, .

PRIMARY ROADS -
3" 1-19B
SECON~ARY ROADS - PRIMARY ROADS _
2-1/2 1-19B 5" B25B
SECONDARY ROADS -
6" COMPACTED CABC

THICKNESS V ARIES

r~

,04

,02
---=:::..

PRIMARY ROADS -
5" B25B
SECONDARY ROADS -
6" COMPACTED CABC

1. 30' CURB 8c GUTTER

PRIMARY ROADS -
2" S9.5B
SECONDARY ROADS -
1-1/2" S9.5B

r~

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---=:::..

EXISTING PAVEMENT

EXISTING PAVEMENT

EXISTING ABC

NE\.j ABC 12" MINIMUM DEPTH

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1 '

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,02

COMPACTED SELECT
BACKFILL PRIVATE /
CITY STREETS

EXISTING ABC

NE'v/ ABC 12" MINIMUM DEPTH

l'

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FLO'v/ABLE FILL
FOR NCDDT ROADS

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EXISTING SUBGRADE

,03
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HAUNGHING

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12"

-+-

4" BEDDING MINIMUM

T 0 4

10'

10
I

NOTES:
1. THE PA VEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABL Y A MACHINED SA W CUT.
2. WITHIN ROADS MAINTAINED BY NCDOT, THE TRENCH SHALL BE BACKFILLED AND COMPACTED USING FLOWABLE FILL TO
WITHIN 12" OF THE ROAD SURFACE. THE CONRACTOR SHALL USE STEEL PLA TE OVER TRENCH TO MAINTAIN TRAFFIC
WHILE FLOWABLE FILL SETS UP. THE CURE TIME FOR FLOWABLE FILL SHALL BE A MAXIMUM OF 24 HOURS. AFTER
FLOWABLE FILL CURES, THE ASPHAL T PA TCH MUST BE COMPLETED.
3. ALSO WITHIN NCDOT ROADS, CONTRACTOR SHALL HA VE FULL WIDTH o VERLA Y 25' ON EACH SIDE OF THE CENTER OF
PIPE.
4, THE FINAL l' OF FILL SHALL CONSIST OF ABC MA TERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THA T
OBTAINED BY COMPACTING A SAMPLE OF THE MA TERIAL IN ACCORDANCE WITH ASSHTO T-80 AS MODIFIED BY NCDOT,
BITUMINOUS BASE OR BINDER MA Y BE SUBSTITUTED IF APPROVED BY THE ENGINEER,
5, THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED,
6. THE ASPHAL T PA VEMENT MA TERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
LEVEL PA TCH. COMPACTION SHALL BE TAKEN EVERY LIFT A T A FREQUENCY OF EVERY 50' OF ROAD CUT.

NOTES:
1. THE PA VEMENT SHALL BE DEFINED BY A STRAIGHT EDGE, PREFERABLY A MACHINED SAW CUT,
2. WITHIN ROADS MAINTAINED BY THE CITY OF EDEN, THE TRENCH SUBGRADE MA TERIAL SHALL BE
BACKFILLED WITH DRY SOIL OR ABC STONE USING MAXIMUM 6" LIFTS TO WITHIN 10" OF THE ROAD
SURFACE. THE BACKFILL SHALL BE COMPACTED PER ASTM 0698 TO A DENSITY OF 95% OF THE
STANDARD PROCTOR DENSITY.
3. THE FINAL l' OF FILL SHALL CONSIST OF ABC MA TERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THA T
OBTAINED BY COMPACTING A SAMPLE OF THE MA TERIAL IN ACCORDANCE WITH ASSHTO T-80 AS MODIFIED BY
NCOOT. BITUMINOUS BASE OR BINDER MA Y BE SUBSTITUTED IF APPROVED BY THE ENGINEER.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PA VEMENT MA TERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL THE
ASPHAL T BE LESS THAN 2" THICK.
6. THE ASPHAL T PA VEMENT MA TERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY TO ACHIEVE A SMOOTH
LEVEL PA TCH. COMPACTION SHALL BE TAKEN EVERY LIFT A T A FREQUENCY OF EVERY 50' OF ROAD CUT.

r~

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~

4' SLlIPE=l'/ FT.
. 40 . '0'. T
o <l ..:I. (] . 6h . (] "'. 7'

o <<:I. . (]. ..:I .0 d l

18,-\--l2'-j

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...:::::....-

NOTES:

1, 10' MAXIMUM BETWEEN CONSTRUCTION JOINTS,
15' MAXIMUM BETWEEN CONSTRUCTION JOINTS
ON MACHINE POURS,

2, 1/2" EXPANSION JOINT EVERY 90',

3, 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.

4, LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS Or SECTION 1026-2 Or NCDOT
STANDARDS & SPECtrlCA T10NS rOR ROADS AND
STRUCTURES.

5, ALL CONSTRUCTION JOINTS SHALL BE rlLLED
WITH JOINT r1LLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWA Y STANDARD DETAIL 846,01,

3, 30' V ALLEY TYPE GUTTER

~ASPHALT PAVEMENT PATCH
\J]7 CITY ROADS

FOR

~ ASPHALT PAVEMENT PATCH
\J]7 NCDOT ROADS

FOR

NOT TO SCALE

Gi)

NOT TO SCALE

@

CURB & GUTTER DETAIL
NOT TO SCALE

TEMPORARY SEEDING-LATE WINTER/EARLY SPRING

EG010A

TEMPORARY SEEDING SCHEDULE - SUMMER

EG010B

Seed in g M ixtu re
Species

Rate (lb/acre)

120
50

EC010C

Seedin g m ixtu re
Species

TEMPORARY SEEDING SCHEDULE -

FALL

Rye (grain)
Annual lespedeza (Kobe in Piedmont
and Coastal Plain, Korean in Mountains)

German millet

Rate (lb/acre)
40

Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.

Seeding mixture
Species

In the Piedmont and Mountains, a small-stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.

Rate (lb/acre)
120

Seed in g dates
Mountains - Above 2500 ft:
Below 2500 ft:
Piedmont - Jan, 1-May 1
Coastal Plain - Dec.1-Apr. 15

Rye (grain)

Seeding dates
Mountains - May 15-Aug, 15
Piedmont - May 1-Aug, 15
Coastal Plain - Apr. 15-Aug. 15

Feb. 15-May 15
Feb, 1-May 1

Seeding dates
Mountains - Aug. 15-Dec. 15
Coastal Plain and Piedmont - Aug. 15-Dec. 30

Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural
limestone and 750 Ib/acre 10-10-10 fertilizer.

Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer,

Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural lime-
stone and 1,000 lb/acre 10-10-10 fertilizer.

Mulch
Apply 4,000 Ib/acre straw, Anchor straw by tacking with asphalt, netting or a
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.

Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring tool.

Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.

Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage,

Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.

Maintenance
Repair and refertilize damaged areas immediately. Topdress with
50 Ib/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 Ib/acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
late February or early March.

w TEMPORARY SEEDING - LA TE
\J]7 WINTER/EARLY SPRING

NOT TO SCALE

~

Gj)

TEMPORARY SEEDING SCHEDULE
NOT TO SCALE

SUMMER

TEMPORARY SEEDING SCHEDULE
NOT TO SCALE

REV, NO, DESCRIPTION DATE
REVISIONS

PRlIJECT MANAGER DRAIJING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
M'w'F NTS _WK RALEIGH, NC 27607 APPROVALS
DRAWN BY PRlIJECT DATE [phone]
AMH 09/2008 'ill DICKSON BIDDING
APPROVED BY PROJECT NUMBER Office Location s:
M'w'F 80349,00,RA CONSTRUCTION
FILE NAME PLlIT DATE community infrastructure consultants North Carolina Georgia
1/15/2009 South Carolina Florida RECORD D'w'G,

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

EROSION CONTROL NOTES

1. SCHEDULE A PRECONSTRUCTION CONFERENCE ON-SITE WITH THE
EROSION CONTROL INSPECTOR FROM THE WINSTON-SALEM REGIONAL
OFFICE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH
AND NATURAL RESOURCES (NCDEHNR), TELEPHONE NUMBER
336- 771-5000, AND THE ENGINEER'S REPRESENTATIVE.

2. BEFORE INITIATION OF CONSTRUCTION INSTALL EROSION CONTROL
MEASURES SHOWN ON THE PLANS AND ANY REQUESTED BY THE
NCDEHNR INSPECTOR RESULTING FROM THE PRECONSTRUCTION MEETING,
CLEARING AREAS AS NEEDED TO INSTALL THE DEVICES. THE SILT CHECK
DAMS SHOWN ARE TO BE INSTALLED AFTER THE TRENCH BACKFILL IS
COMPLETED, THESE MUST BE INSTALLED DAILY AS WORK PROGRESSES,

3. EROSION CONTROL DETAILS ARE SHOWN ON THE DRAWINGS AND
STRUCTURE LOCATIONS ARE DEFINED IN THE PLAN VIEWS,

4. MAINTENANCE OF EROSION CONTROL DEVICES IS THE CONTRACTOR'S
RESPONSIBIL TY, AFTER EACH RAIN STORM THE DEVICES SHALL BE
INSPECTED FOR DAMAGE AND REPAIRS MADE AS NEEDED. ANY SILT
ACCUMULATION SHALL BE REMOVED IMMEDIA TEDL Y AND PROPERLY
DISPOSED OF.

5. RESEED AND MULCH DISTURBED AREAS AS GRADING IS COMPLETED
ALONG ALL CONSTRUCTION. ALL DISTURBED AREAS MUST BE VEGETATED
OR OTHERWISE STABILIZED WITHIN 15 WORKING DAYS AFTER BEING
DISTURBED. THE CONTRACTOR SHALL UTILIZE THE SEEDING AND
MULCHING SCHEDULES ON THE DRAWINGS AS FOLLOWS:

A. WHERE THE SEWER LINE IS LOCATED WITHIN AN EXISTING DITCH
LINE, THE PERMANENT SEEDING SCHEDULE FOR GRASS-LINED CHANNELS
SHALL BE USED,

B. FOR ALL OTHER LOCATIONS THE PERMANENT SEEDING SCHEDULE
MIXTURE #2B SHALL BE USED,

6. UNLESS A STREAM CROSSING IS PROPOSED, THE CONTRACTOR IS NOT
PERMITTED TO CROSS ANY STREAM WITH ANY VEHICLE OR PIECE OF
EQUIPMENT. PLEASE NOTE THAT RIP-RAP BANK STABILIZATION IS NOT
CONSIDERED A STREAM CROSSING. IF A STREAM CROSSING IS NOT
SHOWN CONTRACTOR MUST USE A BACK AND OUT APPROACH.
,

7, AFTER COMPLETE STABILIZATION OF DISTURBED AREAS AND AS
DIRECTED BY THE ENGINEER, REMOVE EROSION CONTROL DEVICES FROM
THE SITE.

EROSION CONTROL - SEQUENCE OF CONSTRUCTION
NOT TO SCALE

PERMANENT SEEDING SCHEDULE - MIXTURE #2P

Seeding Mixture
Species

Rate (Ib/acre)

80
20
10

Tall fescue
Sericea lespedeza
Kobe lespedeza

Seeding note
1. After Aug. 15, use un scarified sericea seed.
2, Where periodic mowing is planned or a neat appearance is desired, omit
sericea and increase Kobe lespedeza to 40Ib/acre.
3. To extend Spring seeding dates into June, add 15lb/acre hulled
bermudagrass. However, after mid-April it is preferable to seed temporary
cover,

Nurse plants
Between May 1 and Aug, 15 add 10 lb/acre German millet or 15 lb/acre
Sudangrass, Prior to May 1 or after Aug. 15, add 40 lb/acre rye (grain),

Seeding dates

Fall

Best
Aug. 25-Sept. 15

Possible
Aug 20-0ct. 25

Late Winter

Feb 15 - Mar 25

F eb 1 - Apr 15

Fall is best for tall fescue and late winter for lespedezas. Overseeding of Kobe
lespedeza over fall-seeded tall fescue is very effective,

Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4000 Ib/acre ground
agricultural limestane and a 1000 Ib/acre 10-10-10 fertilizer.

Mulch
Apply 4,000 Ib/acre grain straw or equivalent cover of another suitable mulching
material. Anchor mulch by tacking with asphalt, roving or netting, or by crimping
with a mulch anchoring tool, A disk with blades set nearly straight can be used as
a mulch anchoring tool.

Maintenance
Refertilize in the second year unless growth is fully adequate. Maybe be mowed
once or twice a year, but mowing is not necessary. Reseed, fertilize, and mulch
damaged areas immediately.

FALL

@

PERMANENT SEEDING SCHEDULE
NOT TO SCALE

MIXTURE #2P

DETAILS

NOTES

14

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~a5...J
Vl~
~~<:5
;:'u1E
gs;z;o
<:~~
g~j!:
g....;e
85Cl
Cl::j!:\:1
e:;",Cl::
Cl::"':;li
I-'"
oQ::t-:'
G3"(;z;
:so..'S!
~:;;;a
LuCl::O
Cl::OCl
~~!!!
iSoj!:
1E~""
o
:::l~-J
"(I-'"~
;z;<:5
ULW-
:;;;~gsvi
.ULuLu
82j!:~
'" U
~-~Lu
~j!:~;:,
",12 11:
"" ~.
!,;!"'1t9
Cl~O~
llCF=::U:S
".Lu>-Lu
G:l-.lQJ
01Cl~o
VCl:: I"-
....OdG3
is!;2~ei
~~~~
o..ClO<:
OClCl::O
U"(o..U

8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER

STON E OU TLETS

1--12"~
(30 em) I

2"-5" ,~
(5em-12.5em) ~~ K~ ~ J"
(///-- '%~~ ~ ~ (15 em)
~.~ ,.....';,.~.." ~ -:l~ ((<-< I
I~~1f.0i:\~.fl'~ "L @ f-6"- M\
J~;~~?n)~j;;'.J..,.,./",,~...9.......':".. . . . . (15 em) ~
~ ...:::f.',.... ':~::. .:';':.:.... ..

~: . : . : . : . : . : . : . : :.: . : . : -: . : ~~~4
I Ir</?- @ //
...IIII( -

.........................................~~

1,-.,

SILT
FENCE

I d

I

:r'MIN' 12-1/2 GA.
INTERMEDIA TE
WIRES

1

[::-3"-
p~m)

___)' - 6' MIN

t

SEDIMENT CONTROL
STONE

----

-

~ ""
FLO'# \ ~~.tJ;~
------- ~J r Jr'LJ~

), ~ STRUCTURJ
STONE

~I

3' MAX

MIN. 10 GA.
LINE WIRES

-

~ I

\
~~-

---SIL FENEFf3RIC
IN TALLE TO SECO 0
'"'' CD, Tn

NOTES:

'#ASHED STON:~
PLACED IN
GEOTEXTILE BAGS
~ 3/4' STEEL PLATE '#/ 3/4' HOLES
_~~ _ . DRILLED @ 3' ON CENTER

~==~

- ~ PIPE

..............................................

,7

~~
@

2, ALL STONES AND SEDIMENT NEED TO BE
REMOVED FROM INLET/PIPE

~ GRADE
~ 1111l=W=W=W=W=WlLLW=W=WlLLW=W=WlLLW=W=WlLLW=WlLLW=W=W=W=WlLLW=W=W=j~ ImWiiiWii

~~ ~~
~i A~
~~ lilT lrrj ill
~g "[j [~ lill
~Ir 11= I~ 1m
~jjj=jjjg FRONT VIEW iIIliTIcJjjj

NOTE:
STURCTURAL STONE SHALE BE (CLASS 'B')
STONE FOR EXROSION CONTORL PURPOSES,

SEDIMENT CONTROL STONE SHALL BE NO, 5
DR NO, 57 STONE,

1. THIS DETAIL CAN BE USED ONLY AFTER
ROAD'#AY HAS BEEN PAVED,

/~

STEEL POST

~IPE

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm)
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET.

3, ROLL THE BLANKETS (A,) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE, BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM "', STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.

4, THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING
ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING
INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH'" ON THE PREVIOUSLY INSTALLED BLANKET.

5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE
BLANKET WIDTH.

-

I ~ WOVEN WIRE FABRIC
1/ _ SILT FENCE GEOTEXTILE FABRIC

- 2' ~

~~~~
~~ J-l1XKS' l-tbE~ ~
~:i-"1 "1;i. ~
'1-'-

POST

'#ASHED STON:~ ~
PLACED IN '. '0 GJh.
GEOTEXTILE BAGS ~~~~~o Q

~~~

3/4' STEEL PLATE

-

NOTES:

1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW

2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.

~
~~~a

o,J~

:r:
f-
~ U '''' >C"C

~ ~~GRADE

_ I*III! il,:*ffi ~l'J
- fTC" 6" MIN. COVER
'i' ~ ii11lt OVER SKIRT ·
"N 1mI'
1111 lill ANCHOR SKIRT AS
.111 1m DIRECTED BY ENGINEER'
1JJm=:Jm

SILT
FENCE

a
I
'"

'"
N

SILT
FENcr-

3. FOR REPAIR OF SI L T
FENCE FAILURES, USE
No. 57 WASHED STONE.
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CA TCH BASIN.

TOP VIE'#

- -

(T\ CA TCH
\IY

BASIN/DROP INLET
NOT TO SCALE

4. STONE OUTLETS SHALL BE PROVIDED AT ALL LOW
LYING POINTS. LOCATIONS OF STONE OUTLETS
HA VE BEEN INDICA TED A T MAJOR LOW LYING
AREAS. CONTRACTOR RESPONSIBLE FOR LOCA TlNG
AND INSTALLING OUTLETS A T THESE AREAS AS
WELL AS LOCAL LOW LYING SPOTS.

NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
PROPERLY SECURE THE BLANKETS.

SIDE VIEW

~ - ----t-Y h
=- =-~
c- - ---==t--trh
,~ -=-=tb1
f. ~

"""'-l

PROTECTION

t
J 1.

t

)' - 6' MIN
FRONT VIEW

@

TEMPORARY SILT FENCE
NOT TO SCALE

DETAIL

Q:'jSLOPE
\IV

STABILIZATION WITH
NOT TO SCALE

JUTE

MA TTING

A
..

A
t 1.5' MIN,
~ ""'>--
~~~~ 9' MIN~ ~~T
~ -n ~ ..cr -n
FIL TER ~ ~~ ,..{}...( d~L m~
FABRIC :F< ~ )
jBJ C ~ ...{ 5/
H
}-{
K}-{ tR ~

L

B
..

NOTE: CONTRACTOR RESPONSIBLE FOR REMOVAL AND
REPLACEMENT OF TEMPORARY GRA VEL
CONSTRUCTION ENTRANCE WHEN WORK
DICTA TES THA T ENTRANCE BE DISTURBED FOR
SEWER REALIGNMENT, REPLACEMENT, fTC.

L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION

A

o \>- \)
~
0G
<.(\)<0

MAINTENANCE - INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER
EACH RUN-OFF EVENT.

CLASS A OF B
EROSION CONTROL
STONE

&
~AA
~~
~~~~~
q qD#Y#Y#Y#Y#Y~q
~~~~
~'1Y4;A M/J)~ q qy~~=~q ~g';;Q~LJ-q~lJ~=~
.d'I1 / A ~ 'f.....r .FLF f
6"'Z)(\ J: JI' ~ = = 0' \= \= = = =
"M;;A~~~~~~~ Q
~ ?9A)76~d=~~~~~~~
A!~~~~q~'
~j~~YA ~K ~r )Wy
~ )~QO 4)CpV
~WJ~~/ \x,S ~~~
~ ~ '-l~~~ <(
~ S,\V
Sx,x,

ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND
EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL
DAMAGE IMMEDIA TEL Y. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.

~

t-

'"

COARSE AGGREGATE-
STONE SIZE = 2"-3"

"",

2: 1

FILTER \
FABRIC \

./

...J'

24H MAX,

REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO
DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN
THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM
SEDIMENT OVER THE DAM, ADD STONES TO DAMS AS NEEDED TO
DESIGN HEIGHT AND CROSS SECTION.

PREVENT
THROUGH
CARRYING
MAINTAIN

z
~

./
~

~

)-d~

~

\-()

>-d

So.
~/At:

CD

L
r

SECTION A - A

TEMPORARY ROCK SILT CHECK DAM
NOT TO SCALE

NOTE S:

@

1 .

PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON
A FILTER FABRIC FOUNDATION.

2, KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.

3,

EXTEND STONE AT LEAST 1.5 FT BEYOND THE DITCH BANKS TO KEEP
OVERFLOW WATER FROM UNDERCUTTING THE DAM AS IT RE -ENTERS THE
CHANNEL.

Gi)

TEMPORARY

GRAVEL CONSTRUCTION
NOT TO SCALE

ENTRANCE

REV, NO, DESCRIPTION DATE
REVISIONS

PROJECT MANAGER DRAIJING SCALE 720 CORPORATE CENTER DRIVE RELEASED FOR DATE
M'w'F NTS _WK RALEIGH, NC 27607
DRAWN BY PROJECT DATE [phone] APPROVALS
AMH 09/2008
APPROVED BY PROJECT NUMBER 'ill DICKSON BIDDING
M'w'F 80349,00,RA Office Locations:
community infrastructure consultants North Carolina Georgia CONSTRUCTION
FILE NAME PLOT DATE
1/15/2009 South Carolina Florida RECORD D'w'G,

DRY CREEK SANITARY SEWER IMPROVEMENTS
PHASE I
CITY OF EDEN
EDEN, NORTH CAROLINA

DETAILS

14