20010606 Ver 1_Complete File_20010622

TREES NOT INDICA TED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS

TYPICALLY, MATTING
MAY BE PLACED
AROUND BASE Of
EXISTING TREE,
NO f'ILL SHALL
BE PLACED AROUND
TREE

EXISTING TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OTHERWISE DIRECTED

MAINTAIN EXISTING
DRAINAGE

:>

--r
BANKFULL
0EP1H

BANK HEtGHT
VARIES

SOIL PROTECTION
f' ABRlC TYPES

. BASE now
""-,:, wATER LEVEL

o Pyromot
b C-350

INSTALL ClASS B RIP RAP
18- MAX. THICKNESS
INSTALL JOINT PLANTING
AS SHOWN ON PLAN

"O.l'

PLAN VIEW
PATTERN
000000000
000000000
000000000
o 0 0 0

REF'ER TO CROSS SECl10NS

CD

LB53 - LOWER BANK 5TAefUZATlON TYPE 3
N.T.S.

-0- PRIMARY HORIZONTAL AND VERTICAL CONTROL
POINT FROM WHICH TO MEASURE DIMENSIONS

TREES NOT INDICA TED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS

TYPICALLY, MA ,.,...G MAY
BE PLACED AR~D BASE
Of' EXISTING TREE.
NO FlLL SHALL BE
PLACED AROUND TREE

EXISTING lREES IN EXCAVAnON AREAS
TO BE REMOVED UNLESS OTHERWSE DIRECTED

EXCAVA'ft I GRADE SLOPE

INSTALL SURFACE STABlUZA1ION
PER MANUF AClURER'S SPECIFICA 110M
':..,,' ,,','~ .;: ..ft..... \,;. , - WITH UVE STAKES AND PERMANENT
","~ ,~_ ',-" > ~.' " " " ,". , . _ AND lEMPORARY SEEDtNG PER
. ,'} ~:'.':~.~r. '<oo..~.'. .I:....:.~ ....'.~. ":...' ......:.: "
""':, ~ ,.: .:._,!,.~,~_.,,':':;_, ',. '/',:<'._;' ..,.,., PLANS NfO SPEClFlCA110NS
. . . .III...~ ..."_ . ..... _..,1. ;'. A" II.. . ...:". ,. . .,....:: .-....\

..' ::'>~~.:'::~.:'~';~> .... '. .,;:...~.::,..,.-: ..,:~.~'.:.~ V EXIS11NC CHANNEL BANK
-.!" ;,,:,,:'.:'~;A....':'. -:-~. .,,:.:...............
'..'...., ,...'.' , 'liitLaIf.:.,;.'Al'..,.
',,/':;r>.7'.: ~",.,,';~~.~.-.,.
..:.,.. I., ~.,...,.. ~ ':::,.:1 '"Q''' .

SOIL PROTECTION
f' ABRIC TYPES
~
~

PLAN VIEW
PATTERN

BANKFULL BENCH
PER X-SECTION

BANICFUU.
. lASE now DEPTH
~ WAIUC ~

:; ~......~\,,,,~.t)'~.J:'-&.:'
~ ....;... ~!J.~..:...\! ~.~
'."l . \11I <<,.. .. ~.,,"""'''
',;'~':';~'.."" ..: ..'"

CI) F657A - FULL 6AN~.~~A6IUZATlON TYPE 7A

NOTE: SEE CROSS-SECTIONS FOR BENCH SIZE
AND BANK SLOPE.

-0 PRIMARY HORIZONTAL AND VERTICAL CONTROl
POINT FROM WHICH TO MEASURE DIMENSIONS

NOtE:
FOR STA110NS 34+10
TO 35+10, USE SOIL
PROlEC11ON FABRIC
TYPES:

a PVRAMAT
b C-350

TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS

~CALL~ MAmNG MAY
BE PLACED AROUND BASE
Of' EXISTING TREE.
NO FlLL SHALL BE
PLACED AROUND TREE

EXISnNG TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OTHERWISE DIRECTED

EXCAVATE I GRADE SLOPE
INSTALL SURFACE STABtLlZATlON
PER MANUF AClURER'S SPECIFICA nON
WITH LIVE STAKES AND PERMANENT
AND TEMPORARY SEEDING PER

SOIL PROlEC11ON
FABRIC TlPES
~
~

ExcAYAlE CHANNEL 8011OM/POfJ.
SPREAD GRA\f1I1AlERIAL ON
UPSmEAM a DOWNSTREAM RIFFlE

BANKFULL BEN04
PER X-SECTION

C!) F657B - FULL 6AN~.~rA6IUZATION TYPE 15

Non:: SEE CROSS-SECTIONS fOR. 5fNCH SIZE
AND BAN" SLOPE.

-0- PRIMARY HORIZONTAL AND VERTICAL ~
POINT FROM MUCH TO MeASURE DIMENSIONS

NOlE:
FOR STAl1ONS34+10
TO 35+10. USE SOIL
PROlECTlON FABRIC
TYPES:

a PYRAMA T
b C-3SO

Kimley-Hom
and Associates,
4601 CHARLOTTE PARK DRIVE, SUITE 350 - CHARLOTTE, NC
PHONE: [phone] FAX: [phone]

TREES NOT INDICATED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS

TYPICALLY. MATTING MAY
BE PLACED AROUND BASE
OF' EXISTING TREE.
NO FILL SHALL BE
PLACED AROUND TREE

SnNG TREES IN EXCAVATION AREAS
BE REMOVED UNLESS OTHERWISE DIRECTED

IAN< HEIGHT
vARIES

SOL PROlECTION
F A8RIC TlPES
~
~

9 BASE FLOW
-=- WATER LEVEL

f
BANKFULL
DEPTH

NO'T'f: see CR055-SfCT1ONS FOR e~CH Size
AND BAN" SLOpe.

PLAN VIEW
PATTERN
. . . . . . .
.......
. . . . . . .
. . . . . . .
. . . . . . .
. . . . . . .

CD

t=659 - FULL BANK5TAefLlZATION TYPE 9
N.T.S.

NOTE:
COMPACTION REQUIREMENtS SHALl. BE ATTAINED BY THE USE OF'
MECHANICAL COMPACTION METHODS. EACH LAYER Of' BACKFlLL SHALL
BE PLACED LOOSE AND COMPACTED TO A DENSITY EQUAL TO AT LEAST
9~~ aF THAT OBTAINED BY CQMPAC11NG A SAMPLE OF' MATERIAL IN
ACCORDANCE TO MSHTO TH. NO UNSUITABLE EXCAVATED MATERIALS
SHALL BE USEO FOR BACKFILL.

Inc.
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TEMPORARY MATTING
WITH LIVE STAKES
SEE VEGETATION
PLAN

~

STABILIZED CONSTRUCTION
ENTRANCE CMLDS 30.11 A

PREP ARED IN THE OF'FlCE OF:

Plan
Sheet 2 of 2

-TP- TREE PROTECTION FENCING

Kim ley-Horn
and Associates, Inc.
CHARLOTTE, NC 28217
333- 0845

NTS
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NOTE:
REFER TO PROFILE (SHEET 11) FOR
ELEVATION OF CROSS-VANES.

TEMPORARY ROCK CHECK
DAM, CMLDS 30.10

ADC SURVEYS
SURYETED BY

SES
PREPARED BY

MEL
amacm BY

Approver
AJIIIROnD BY

09-13-01
DATE

SHEET OF

10 18

4601 CHARLOTTE PARK DRIVE, SUITE 350 -
PHONE: [phone] FAX: (704)

015016015
JOB NO.

~fs Adocument, together with the concepts and designs presented hereln, os an instrument of service. is Intended only for the specific purpose and client for which it was prepared. Reuse
of and Improper reliance on this document without written authorization and adaptation by Klmley-Hom and Associates, Inc. shall be without liability to Klmley-Horn and Associates. Inc.

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CITY OF CHARLOTTE, NC
FIGURE E-1
DRAINAGE AREA MAP
EDWARDS AND SOUTHGATE BRANCH C~EEKS

,;,',,,.

SCALE (H): 1--300'
SCALE (V): NONE
DRA WN BY: RT J
DESIGNED BY: LSM
CHECKED BY: DJP

~ - r-. Kimley-Horn
~- ~ and Associates, Inc.

e> 1999 KIMLEY-HORN AND ASSOC. INC.
Engineering, Planning, and 7600 North 15th Street, Suite 250
Environmental Consultants Phoenix, Arizona 85020 [phone]

NO. :Ri= I.....

BY DATE APPR,

DATE: 2 18 99

AUUOr 0002 6J :v2 :OJ n rnr uow 5/t\p'JOJPor9J\9MO\OJ9JOgJO\ft^~J-\:>I

TREES NOT INDICA TED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS

TYPICALL Y, MATTING
MAY BE PLACED
AROUND BASE OF
EXISTING TREE.
NO F'ILL SHALL
BE PLACED AROUND
TREE

EXISTING TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OTHERWISE DIRECTED

MAINTAIN EXISTING
DRAINAGE

EXISTING STABLE
UPPER BANK

:;.

BANK HEIGHT
VARtES

SOIL PROTECTION
F' ABRlC TYPES

BANKFUlL
DEPTH
l ~

BASE FlOW
wATER LEVEL

o P)'I'omot
b C-J50

INSTALL CLASS B RIP RAP
18- MAX. THICKNESS
INSTALL JOINT PLANTING
AS SHOWN ON PLAN

PLAN VIEW
PATTERN
000000000
000000000
000000000
o 000

REF'ER TO CROSS SECTIONS

CD

LBS3 - LOWER BANK STABILIZATION TYPE 3
N.T.S.

-0 PRIMARY HORIZONTAL AND VERTICAL CONTROL~
POINT FROM WHICH TO MEASURE DIMENSIONS

TREES NOT INDICA TED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIF1CA TrONS

TYPICALLY, MATTING MAY
BE PLACED AROUND BASE
OF' EXISTING TREE.
NO FlLL SHALL BE
PLACED AROUND TREE

EXISTING TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OTHERWISE DIRECTED

EXCAVATE I GRADE SLOPE
INSTALL SURFACE STABIUZATlON
PER MANUF' AClURER'S SPEClFlCA TlON

SOIl PROTECTION
F' ABRIC TYPES
~
~

f
BANKFULL
DEPTH

NOTE:
F'OR STATIONS 34+10
TO 3S+10, USE SOIL
PROTECTION F' ABRIC
TYPES:

PLAN VIEW
PATTERN

BANKF'UU BENCH
PER X-SECTION

. BASE FlOW
_ WATER LEVEL

::t ~",,,,~\\,,~,'.~~.J~".:'
=- ...."..;, '..:-"\; ').~
'tfIIl~.....~.t.,,"It'''''',
',':'~':';"',.,"" "~:.'. ...

o P'tRAMAT
b C-350

(1) FB57A - FULL 6AN~,7.JA61L1ZATION TYPE 7A

NOTE: SEE CROSS-SECTIONS FOR BENCH SIZE
AND BAN" SLOPE.

-0 PRIMARY HORIZONTAL AND VfRTICAL CO~OL
POINT FROM WHICH TO MEASURE DIMENSIONS

TREES NOT INDICA TED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS
~CAUL~ MATTING MAY
BE PLACED AROUND BASE
OF' EXISTING TREE.
NO FlU SHAU BE
PLACED AROUND TREE

EXISTING TREES IN EXCAVATION AREAS
TO BE REMOVED UNLESS OlHERWlSE DIRECTED

EXCAVATE I GRADE SLOPE
INSTALL SURFACE STABlUZATlON
PER MANUFACTURER'S SPECIFlCATlON
WITH UVE STAKES AND PERMANENT
AND TEMPORARY SEEDING PER

SOIL PROTECTION
FABRIC TYPES
~
~
B-L

DEPtH

EXCAVATE CHANNEL 8OTtOM/POOl
SPREAD GRAVEL MATERIAL ON
UPSTREAM a DOWNSTREAM RtmE

BANKFUlL BENCH
PER X-SECTION

C!) FB576 - FULL 6AN~,7.~A6IUZATION TYPE 76

NOTE: St:E CROSS-SECTIONS FOR BENCH SIZE
AND BANK. SLOPE,

-0 PRIMARY HORIZONTAL AND VERTICAL CONTROL
POINT FROM WHICH TO MEASURE DIMENSIONS

NOlE:
FOR STAT1ONS34+10
TO 3S+10, USE SOIL
PROlECTlON F' ABRlC
TYPES:

o PlRAMA T
b C-350

Kimley-Hom
and Associates,
4601 CHARLOTTE PARK DRIVE. SUITE 350 - CHARLOTTE. NC
PHONE: [phone] FAX: [phone]

TREES NOT INDICA TED TO BE REMOVED
SHALL BE PROTECTED DURING
CONSTRUCTION IN ACCORDANCE WITH PLANS
AND SPECIFICATIONS

~CALL~ MATTING MAY
BE PlACED AROUNO BASE
OF' EXISTING TREE.
NO FlU SHALL BE
PLACED AROUND TREE

STING TREES IN EXCAVATION AREAS
BE REMOVED UNLESS OTHERWISE DIRECTED

SOIL PROTECnON
F' ABRlC TYPES
~
~

" BASE FlOW
-= WATER LE\n

r
BANKFUlL
DEPTH

MEL
aECKED IT

lANK HtlCHT
VARIES

DetaIII
Sbeet 2 of 3

AIlPl 0.-
APPROftI) IT

U: \01 !50111 &\Ib-det1.dwt
CAD FILl PA'ftI

Edward. Dr.neh
Watenhed Improvement ProJ
Pba. I

08-22-01
DATE

8IEET OF
6 18

PLAN VIEW
PATTERN
.......
. .. .. . .. . .
.......
.. . . .. .. .. .
.......
. .. .. . .. . ..

NOTe: see CR055-SecnoNs FOR BeNCH SI~
AND BAN" SLOPf,

CD

raS9 - FULL BANK STABILIZATION TYPE 9
N.T.S.

NOlE:
COMPACTION REQUIREMENTS SHAUL BE ATTAINED BY THE USE OF'
MECHANICAL COMPAcnON METHODS. EACH LAYER OF' BACKFlU SHALL
BE PLACED LOOSE AND COMPACTED TO A DENSITY EQUAL TO AT LEAST
9S'K OF' THAT OBTAINED BY COMPACTING A SAMPLE OF' MATERIAL IN
ACCORDANCE TO MSHTO 199. NO UNSUITABLE EXCAVATED MATERIALS
SHAU BE USED FOR BACKFlU.

Inc.
28217

01 !501101&
JOIIQ

N~
!ICALB

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-------

.a

LEGEND

lBS3 EB

FBS9 EB

LZJ FBS7 A EB

FBS7B EB

DETAil EB

DETAil ffi

TEMPORARY ROCK CHECK
DAM, CMLDS 30.10

V7'7/I STABILIZED CONSTRUCTION
~ ENTRANCE CMLDS 30.11A

~ TEMPORARY MATTING
~ WITH LIVE STAKES
SEE VEGETA nON
PLAN

[d2J"'.."" ,
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\ ..~.....
.,//\("""'/ \.

NOTES:

1) SECTIONS OF EDWARD'S BRANCH (STA. 34+10-35+60)
THA T ARE DISTURBED DURING CONSTRUCTION OF
DIVERSION BOX AND PIPE CROSSING ARE TO BE
STABILIZED PER FBS7A (FULL BANK STABILIZATION
TYPE 7). SEE DETAIL.

2) REFER TO PROFILE FOR CROSS-VANE ELEVATIONS

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c",-4/N
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-

Edwards Brancb
atenbed Improvement ProJec
Phase I

-TP- TREE PROTECTION FENCING

PREPARED IN THE OFFICE or:

Plan
Sbeet 1 of 2

Kimley-Horn
and Associates, Inc.
4601 CHARLOTTE P ARK DRIVE, SUITE 350 - CHARLOTTE, NC 28217
PHONE: [phone] FAX: [phone]

~

"'~~:;;;~;;.~ih~}tt.~;:; ;iirtfi ~~~1~i~,K~~~;;:.?,1~~J~i~~~{~t~,llii-*~~!~~~~:>ii;::;:;:~~~~';>

ADC SURVEYS SES SES Approver 09-13-01
SllRlEYED BY PftDIARED lIT amcKm BY APPROlED BY DATE
SHEET OF'
015016015 '"=20' U: \01501615\ps-03.dwg 9 18
UNO. SCAUl CADf1lEPAnI

----~
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~

TEMPORARY MATTING
WITH LIVE STAKES
SEE VEGET A TION
PLAN

~

STABILIZED CONSTRUCTION
ENTRANCE CMLDS .30.11 A

1JI::;;(,j;7J;,;;;~;;;k~~*~b }:.~::):~}:;'jY ~ Edwards Branch
:i:2}Jiti~~~:;;i"'-.;i;~%!~l?'&;~~; Watenhed Improvement P
:::;:~';~:::>,?, . - " ~:~::~;~[.~k'4~t/ Ph I

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LEGEND

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...-

NOTE:
REFER TO PROFILE (SHEET 11) FOR
ELEVATION OF CROSS-VANES.

Kimley-Horn
and Associates, Inc.
4601 CHARLOTTE PARK DRIVE, SUITE 350 - CHARLOTTE, NC 28217
PHONE: [phone] FAX: [phone]

Plan
Sheet 2 of 2

-TP- TREE PROTECTION FENCING

TEMPORARY ROCK CHECK
DAM, CMLDS .30,10

ADC SURVEYS
SURlEYED BY

SES
PREPARED BY

MEL
0tECKED BY

Approver
APPROYm BY

09-13-01
DATE

SHEET OF

10 18

015016015
JOB NO.

NTS
~

U: \01501615\ps-02.dwg
CAD F1lE PAnt

----

IBDBX......'......'",

Cover Sheet ................................................................................. CV-l

Sheet l-ndex .......... ....... ...... .......... ......... ... ....... ... .......................... 81-1

General N otes ............................................................................. GN-l

Tr~fi.lC Control Plan __................._~..........n....n_..n...nn...... TC-l

28' x 8' Arch Culvert - Sheffield Drive ..................................... C-l

72" RCP - Tarrington Drive ...................................................... C-2 - C-3

12' x 5' Arch Culvert - Driftwood Drive ................................... C-4

Teal Point Improvements ........................................................... C-5

Utility Plan and Profiles ............................................................. U-l - U-3

Detail Sheets ................................................................................ D-l - D-9

28' x 8' Arch Culvert Details ..................................................... D-IO - D-13

12' x 5' Arch Culvert Details ..................................................... D-14 - D-17

Utility Details .............................................................................. D-18 - D-19

Stream Morphology Data ......................................................... SM-l

Stream Details ............................................................................ SD-l - SD-3

Vegetation Details ....................................................................... V-I

Typical Sections .......................................................................... ST-l

Profile Sheet ................................................................................ SP-l - SP-3

Plan Sheets .................................................................................. 8-1 - S- 7

Cross Sections ............................................................................ SX-l - SX-17

.U"I'ILI"J'lY.'I',AGBRCY'IIIIft.'l. '

o ATlIT - Outside Plant Engineer
Mr, Jim Keesaer
2005. College 5treet #GOO
Charlotte, NC 28202
PH: #704-972-9845

o AIIT el Carolina
Mr. Tim Thomas
PO Box 428
Matthews, NC 28' OG
PH: #704-845-7G55

~ Bell 50uth
IV1r, Bob Usher
333 W, 24th 5treet
Charlotte, NC 2820G

o Charlotte Department of Transport<ltlon
Mr, 5cott Putnam
GOO East 4th, 5treet
Charlotte, ~JC 28202-2844
PH: #704-33G. '7085

~ Char:otte Englneenng ~ Property Management
Mr Jeb Blackwell
GOO East 4th, Street
Charlotte, NC 28202.2844
PH: # 704.33G.3G I 9
email: [e-mail].U5

o City of Charlotte Englneenng Se,,,,ces
Coordinator
~\"s, Linda POissant
GOO East 4th. 5treet
Charlotte, NC 28202.285G
PH: #704-3%,25(;2

o City of Charlotte, 5treet Maintenance
Ms. Terry Heise
I 000 Otts 5treet
Charlotte, NC 28205
PH: #704-33G-8570
email: [e-mail]

~ Charlotte 5torm Water 5ervlces
Mr. 5teve 5ands
GOO East 4th, 5treet
Charlotte, NC 2.8202-285G
PH: #704-33G-4G49

~ CII/IUD - Utility Coordination
Mr, Bill Deal
5 100 Brookshire Blvd,
Charlotte, NC 28214
PH: #704-391-5150
email: [e-mail]

o CMUD - Sewer maintenance
Mr, Dennis Baker
5 ! 00 Brookshire Blvd.
Charlotte, NC 28214
PH: #704-357-GO(;4
email: wcdeb@mail,charmeck,nc U5

"

o Crescent EMC
Mr, DenniS Goodrum
PO Box 8
Cornelius, NC 2803 I

~ Duke Energy - Power Poles
Mr, Dexter 5nead
G325 WilkJnson Blvd.
Charlotte, NC 28214
(704) 382-174G

~ Duke Energy - TransmisSion
Mr, Ed Williams
I G24 5. Morgan St.
Shelby, NC 28152
PH: #704-484-5019
email: [e-mail]

o ICG Telcom
Mr, Billy R. R.3dford, Jr
I 930 Center Park Dnve
Cha rlotte, NC 282 1 7
[phone]

o Worldcom Network 5ervlce Inc,
Mr. James f, 5ehl
Mali Drop 52- I G
G929 N, Lakewood Ave.
Tulsa, OK 74 I I 7
9 1 8-590-3388

o MCI Telecommunications
Mr, Phillip 5tnckland
~77 Carowlf1ds Blvd, #21 I
fort Mill, 5C 297 I 5
PH: #704-334-2293
email: [e-mail]

~ Mecklenburg County DEP
Mr, Tony Roux
700 North Tryon 5treet
Charlotte, NC 28202
PH: #704-33G-5500
email: [e-mail].U5

o t\'lecklenburg County Pa rks t R(",'reatlon
Mr, Neil Luther
584 J Brookshire Blvd,
Charlotte, I~C 282 I G-2403
PH: #704-33G-84GG
email: [e-mail]

o NCDOT
Mr. John Edmonds
PO Box I 90
Newe1, NC 28 I 2(;
PH: #704-59G-G900

I2i:I Piedmont t~atura I Gas / Distribution
Mr, 5teve Alexander
PO Box 330G8
Charlotte, NC 28233-30G8
PH: #704-525-5585

121 Piedmont Natural Gas liransmlsSlon
Mr, Jim AdkJns
PO Box 330G8
Charlotte, NC 28233-30G8
PH: #704-523-335G

o 5pnnt
l'vlr. Ned Gilman
12502 Sunnse Valley Dnve
Reston, VA 20 I 9G
703-G89-59G2

~ Parsons Telecom, INC-Bell 50uth Consultant
Mr, Robert Helms
340-4 J 00 50uth Stream Blvd
Charlotte, NC 28217
PH: #704-329-2042

I2i:I Time Warner Cable
Mr, DaVid 'Ninkler
4GOG Margaret Wallace Road
Mathews, NC 28 I 05
PH: #704-378-2500

Construction Plans of Proposed

PROJECT NAME

APPLlCA TION FOR NON-DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT

EDWARDS BRANCH WATERSHED IMPROVEMENT PROJECT

Edwards Branch Watershed Improvement Project
Phase II

.

Project No. 98-658-01

CHARLOTTE~

Project Features:

ENGINEERING & PROPERTY
MANAGEMENT

This Project Consists Of: Stream Restoration, Stream Bank
Stabilization, Utility Improvements, Grading, and Culvert
Improvements

PROJECT NAME:

APPLlCA TION FOR PERMIT FOR WATER MAIN EXTENSION
EDWARDS BRANCH WATERSHED IMPROVEMENT PROJECT

CMUD PROJECT NO.:

PROJECT DESCRIPTION:

WA TER LINE RELOCATION
EDWARDS BRANCH WATERSHED IMPROVEMENT PROJECT

DESIGNED BY: FIRM:

KIMLEY-HORN AND ASSOCIATES, INC.

ENGINEER:

MA TTHEW E. LOWDER

4601 CHARLOTTE PARK DRIVE. SUITE 350
CHARLOTTE. NORTH CAROLINA 28217

[phone]

ADDRESS:

PHONE:

THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 130A-317 OF THE
NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS.
CMUD HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS PURSUANT TO 15A
NCAC 18C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIATION FROM THE PLANS AND
SPECIFICATIONS APPROVED BY CMUD WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL OF
CMUD OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE
OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE OBSERVATIONS DURING AND
UPON COMPLETION OF CONSTRUCTiON INDICATES THAT CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH
APPROVED PLANS AND SPECIFICATIONS,

PERMIT NO.

APPROVED:

DATE

BARRY SHEARIN. PE, CHIEF ENGINEER
CHARLOTTE MECKLENBURG UTILITY DEPARTMENT
5100 BROOKSHIRE BLVD.
CHARLOTTE, NORTH CAROLINA 28216

N

w.'

s

@ LOWES
MOTOR
SPEEDWAY

TUCKASEEGEE RD.

PR~CT SITE

\/\

CHARLOTTE-DOUGLAS
INTERNATIONAL
AIRPORT

ylC~&.....T _Apt
NTS

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SURVEY PREPARED BY:
ADC SURVEYS
4801 EAST INDEPENDENCE BLVD.
INDEPENDENCE TOWER, SUITE 100
CHARLOTTE, NC 28212
[phone]
[phone] FX.

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CMUD ~ROJECT NO.:

PROJECT TYPE: 0 NEW CONSTRUCTION IX] RELOCATION MODIFICATION OF PERMIT NO.
OTHER

VOLUME Of WASTEWATER Gf:NERATED BY THIS PROJECT: N/ A GALLONS PER DAY BASED
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X N/ A HOUSEHOLDS OR

135 GAL/DAY/MULTI-FAMILY UNIT X

UNITS OR IS BASED ON :

WASTEWA TER TREATMENT PLANT RECEIVING WASTEWATER:
o McALPINE CR. (NC0024970) 0 IRWIN CR, (NC0024945)

o McDOWELL CR. (NC0036277)

IX] SUGAR CR. (NC0024937)
NA TURE OF WASTEWATER 100

o MALLARD CR. (NC0030210)

% DOMESTIC

% INDUSTRIAL

% COMMERCIAL

ORIGIN OF WASTEWATER IX] SUBDIVISION
o SCHOOL
o APARTMENTS/CONDO'S

% OTHER

o COMMERCIAL
o tNDUSTRIAl
o OTHER -

LIST ANY PARAMETER AND ITS CONCENTRA TION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
N/A

IF WASTEWATER is NON-DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
N/A

IF A PRETREATMENT PERMIT IS REQUIRED. HAS ONE BEEN ISSUED? 0 YES 0 NO [Z] N 1 A

HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? IX] YES 0 NO
PERMIT NO. FOR SEWERS 1M MEDIA TEL Y DOWNSTREAM
PIPE DIAMETER OF SEWERS IMMEDlA TEL Y DOWNSTREAM 12"

HAS ENGINEER DETERMINED THAT NC DEM AND CMUD MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? IX] YES 0 NO

COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
KIMlEY HORN AND ASSOCIATES. INC.
4601 CHARLOTTE PARK DRIVE
CHARLOTTE, NORTH CAROLINA 28217

TELEPHONE

704

333

5131

PROFESSIONAL ENGINEER'S CERTIFICATION:
t MATTHEW Eo LOWDER , ATTEST THAT THIS APPLICATION FOR EDWARDS BRANCH
, WA TERSHED IMPROVEMENT PROJECT HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER MY
SIGNA TURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
THE PROPOSED DESIGN.

NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:

CMUD PERMIT NO.
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:

ISSUED

BARRY SHEARIN, P,E., CHIEF ENGINEER

N

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PROJECT LOCATION

PROJECT LOCATION

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4601 Charlotte Park Drive, Suite 350
Charlotte, North Carolina 28217
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Property Line or Existing R/W Line ............

Railroad Tracks .............................................

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Fe nee ............................................... ... ..............

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Slope -St-a-ke Line ................................................

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W ster Line ......................................................

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Water Valve ......................... ................. ...... ...... ...... ................................. [::><]

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Gas Valve ............... ............. .......................... ....... .................................... [:><::]

Existing Sanitary Sewer Manhole ......................................................... CD
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Existing Storm Drain Manhole .............................................................. ~

Proposed Storm Drain Manhole ........................................................... 0

Telephone Manhole ............. .......................... ......................................... CD

Exis ting Catch Basin ............................................................................... 0

Proposed Catch Basin ............................................................................ ~

Ligh t Pole ... ........... ................ .......... ........... ..... ......................................... *

Exis ting Utility Pole .......... ...................................................................... U

Iron Pin ... ... ...... ..................... ................. ... ..... .... ... ................................... 0

Fi re H y d ran t .............................................................. ............................. -6-

Existing Y ard Inlet.................................................................................. D

Proposed Y ard Inlet................................................................................ ITIID

Tree Remov.al................................ ....................................-............... X

Accessi ble Ramp .......................................... ......................................... ~

Guy Wire ......................................... ....................... ............. ..... .......... --<

Tree Protection ............................................................................. " /

Pro-pos-ed Hand Rail...... ............................. ................................

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S ta biliza ti 00 Ma trio g ............. ......... ........... ..................................

Grass Planting Strip .................................................................... I.. . .. . '" .\

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As phal t Widening ........ ...... .... .................. ......... ........... .................

Pro posed Sid ew al k ............... ............... .............. ...........................

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As phalt Driveway............... ..........................................................

G ravel .... ....... ...................... ................ ..... ......... .............................

Pavemen t Removal..... .................................................................. ~

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Kimley-Horn
and Associates, Inc.
CHARLOTTE, NC 28217
333-0845

4601 CHARLOTTE PARK DRIVE. SUITE 350 -
PHONE: [phone] FAX: (704)

ACe SURVEYS
SURVEYED BY

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Edwards Branch
Watershed Improvement
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Sheet Index

Q{ECKED BY

APPROVED BY

11-2-01
DATE

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CAD FILE PATH

SHEET OF

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PROPOSED CURB ELEVATIONS:

THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE PROPER
LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT, UNLESS
OTHERWISE NOTED.

DRIVEWAYS AND SIDEWALKS:

PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOINT
MA TCH REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY:

o CONCRETE - SIX INCH PORTLAND CEMENT CONCRETE (3600 PSI).
o ASPHAL T - TWO INCH TYPE 1-2 SURFACE COURSE AND SIX INCH TYPE H BINDER COURSE.
o GRAVEL - SIX INCH INCIDENTAL STONE

SIDEWALK SHALL BE FOUR INCHES THICK, AND SIX INCHES THICK AT DRIVEWAY CROSSINGS,
PER CITY STD. NO. 10.22.

DRAINAGE STRUCTURES:

GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY
BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO
THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH
BASINS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED.

UTI LITI ES:

UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL NOT BE HELD RESPONSIBLE
FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES, DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE FACILITIES WILL BE
AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
CAUSED BY HIS OPERATIONS OR THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS
FOR ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS.

AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER AND WATER LINES ONLY. ALL
OTHER ADJUSTMENTS/RELOCATIONS WILL BE PERFORMED BY THE VARIOUS UTILITY OWNERS, THE CONTRACTOR
SHALL COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT THE PROJECT SCHEDULE.
THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY DELAYS OR DISRUPTIONS IN THE SCHEDULE DUE TO
THE WORK OF OTHER UTILITY OWNERS.

o FOR WATER AND SEWER LINE LOCATIONS CALL THE CHARLOTTE-MECKLENBURG UTILITY DEPT. @ 336-2564
(FOR WATER) OR 357-6064 (FOR SEWER).
o FOR ALL OTHER UTILITY LOCATIONS CALL NC ONE-CALL @ [phone], OR [phone]
OUTSIDE NC.

THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES AND WATER VAULTS TO FINISHED
GRADE. WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN
CONCRETE BOXES.

ALL GAS LINES WILL BE ADJUSTED/RELOCATED BY PIEDMONT NATURAL GAS. A REPRESENTATIVE OF PIEDMONT
NA TURAL GAS MUST BE PRESENT JUST PRIOR TO AND DURING ANY CONSTRUCTION NEAR EXISTING GAS LINES.
THE CONTRACTOR SHALL CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION.

EXISTING SANITARY SEWER AND WATER LINE:

THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES. SHOULD
THE CONTRACTOR DAMAGE EXISTING SEWER OR WATER LINES, HE SHAL_ IMMEDI A, TEL Y REPLACE THE LINE, AT
HIS EXPENSE. WITH DuCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SAN!TARY SEWER AND/OR WATER
LINE WITH DucnLE IRON PIPE, WITH A MINIMUM TEN FOOT SECTION, WHEN DRAiNAGE PIPE COMES WITHIN TWO
FEET OF SAID LINES, VERTICALLY OR HORIZONTALLY.

SUBSURFACE PLANS:

NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR MAY MAKE HIS OWN
INVESTIGATION TO DETERMINE SUBSURFACE CONDITIONS.

MAIL BOXES:

THE CONTRACTOR SHALL RELOCATE ALL MAIL BOXES, AS REQUIRED BY SECTION 107 -12 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S. POSTAL
SERVICE,

FENCES:

THE CONTRACTOR SHALL REMOVE AND RESET ALL FENCES, AS NOTED ON THE PLANS AND/OR AS DIRECTED
BY THE ENGINEER.

TREES, SHRUBS, AND HEDGES:

THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT IFILL LINES, IN ADDITION TO
THOSE THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS, THE CONTRACTOR IS ALSO REQUESTED TO SAVE
ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE.

WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIA TEL Y COVER
ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH TREE WOUND DRESSING. IN
ACCORDANCE WITH SECTION 01000. P 03-H OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS.
USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK.

SIDE SLOPES:

THE CONTRACTOR SHALL SHAPE ALL SIDE SLOPES TO A 2: 1 MAXIMUM GRADE.

EROSION CONTROL:

THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WiTH THE APPROPRIATE CITY
EROSION AND SEDIMENT CONTROL ORDINANCES. PREVENT ANY STANDING WATER DUE TO CONSTRUCTION. ALL
DISTURBED AREAS SHALL BE SEEDED AND MULCHED AT THE DIRECTION OF THE ENGINEER.

ACCESSIBLE RAMPS AND DEPRESSED CURB:

THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN ACCORDANCE WITH THE
CHAR-MECK LAND DEVELOPMENT STANDARD MANUAL (LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS).

SAWCUTS:

THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT ANDIOR CONCRETE SURFACES PRIOR TO REMOVAL, UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. A ONE FOOT MINIMUM WIDTH FOR ALL SAWCUTS.

TRAFFIC CONTROL:

TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE JUNE 1995 EDITION OF THE "WORK AREA TRAFFIC
CONTROL HANDBOOK" (WATCH).

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THE FOLLOWING STANDARDS AND THE LA TEST REVISION THERETO, ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE ARE CONSIDERED A PART OF THESE PLANS.

CHARLOTTE -M ECKLEN BU RG:

STD. NO.: TITLE:
10.22.."...............................".............."............... .............. CONCRETE SIDEWALKS
20.01 A&B.........................."............................................... BRICK CATCH BASIN 15" THRU 54" PIPE
20.02A&B.................................."..................."................. FRAME, GRATE & HOOD FOR USE ON STANDARD CATCH BASIN
20.09......................""".........,..........................""............. BLOCK MANHOLE 15" THRU 36" PIPE
20.10..................................."....."...."............................... MANHOLE FRAME AND COVER
20.12.........."...."...........................................................,," DRAINAGE STRUCTURE STEPS
20.13.."........,.........."............"..."............"....."................ BRICK DROP INLET
20.14..""........"....."....."".........."".."............""............... FRAME AND GRATE FOR DROP INLET
20.16A&B............".....".........................."......................... CONCRETE ENDWALL 15" THRU 48" PIPE
20.25..."..."....................................................................... TRENCH DETAIL FOR STORM DRAIN PIPES

NCDOT:

STD. NO.: TITLE:
310.01..........."............"..................."..."."........."".......".. REINFORCED CONCRETE FLARED END SECTION
840.34."....".. ....... .."... .."... ....... .."...... ......".....".......... ..". TRAFFIC BEARING JUNCTION BOX

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LS

2

GRADING (APPROX. 3,000 CY CUT)
SELECTIVE TREE REMOVAL - 6"-12"

LS

3

SP-ll

EA

4

SELECTIVE TREE REMOVAL - 13"-24"

EA

SP-ll

5

SELECTIVE TREE REMOVAL - 25"-36"

EA

SP-l1

6

PLAIN RIP-RAP - CLASS 2
(24" -48" FOR ROCK CROSS VANES)

868

TN

7

PLAIN RIP-RAP - CLASS 1

868

TN

8

RIP-RAP - CLASS B

868

TN

9A

SOIL PROTECTION FABRIC
TEMPORARY BIODEGRADABLE (C125BN,
CF82 OR EQUAL)

1631

SY

9B

SOIL PROTECTION FABRIC
PERMANENT (PYRAMA T, C350, OR
EQUAL)

1631

SY

lOA

PLANTINGS (PERMANENT VEGETATION)
LIVE STAKES (FOR BIOENGINEERING)

SP-13

SY

lOB

PLANTINGS (PERMANENT VEGETATION)
BANKFULL PLANTINGS

SP-13

SY

10C

PLANTINGS (PERMANENT VEGETATION)
TREES AND SHRUBS

SP-13

SY

11

EROSION CONTROL

SP-18

LS

* SECTION NUMBER REFERS TO THE APPROPRIATE SECTION OF THE 1995 STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR THE TECHNICAL SPECIAL PROVISION (SP) OF
THE PROJECT MANUAL FOR "EDWARDS BRANCH WATER QUALITY ENHANCEMENT PROJECT - PHASE 1"

** TREES AND SHRUBS IS TOTAL QUANTITY INCLUDING INDIVIDUAL TREES AND SHRUBS INDICA TED ON VEGETATION PLAN
AND ZONE 3 (TREES AND SHRUBS).

'-

EROSION CONTROL:

TOTAL AREA DISTURBED = ____ ACRES.

SOIL TYPE: CECIL. MONACAN

THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION
CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NCDENR EROSION AND
SEDIMENT CONTROL REGULATIONS.

ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL REGULATIONS, U.S. DEPARTMENT OF AGRICULTURE, AND U,S. SOIL
CONSERVATION SERVICE REGULATIONS.

ALL CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) STORM WATER GENERAL PERMIT.

THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES
OF CONSTRUCTION.

APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL
EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF-SITE GRADING.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS
NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED
REGULARL Y AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A
DENSE STAND OF GRASS.

STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE
STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH THE
NORTH CAROLINA SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS
REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.

CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 15 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE
PROVIDED WITHIN 15 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION.

ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 15 DAYS AFTER
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. TRAPPED
SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING
SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.

WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED
INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT
OF THE ORIGINAL APPLICATION.

ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION, INEFFECTIVE PROTECTION DEVICES SHALL BE
IMMEDIA TEL Y REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPT ABLE METHOD OF CLEANING.

DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH
SEDIMENT TRAPPING MEASURES, THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED
FROM THE PROJECT SITE.

SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE
MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE.

STABILIZATION MEASURES SHALL BE APPLIED TO STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS
IMMEDIA TEL Y AFTER INST ALLA TION.

SEEDBED PREPARATION:

GRADED SLOPES AND FILL - THE ANGlE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED SHALL, WITHIN 15 WORKING DAYS OF COMPLETION OF
ANY PHASE 0" GRADING, BE PLANTED OR OTHER'MSE PROVIDED WITH GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.

GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING MORE
THAN ONE ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER SUFFICIENT TO
RESTRAIN EROSION MUST BE PLANTED OR OTHERWISE PROVIDED WITHIN 15 WORKING DAYS ON THAT PORTION
OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING UNDERTAKEN,

SURF ACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO THE PLANS,

AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL -'"' DEEP. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 8" DEEP.

LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURF ACE SO THAT THEY
WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED
PREPARA TION, AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.

IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME SHALL BE ACCORDING TO SEEDING SPECIFICATIONS.

IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO THE SOIL TEST REPORT.

LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED
PREPARATION.

SEEDING SCHEDULE:

ALL OPEN AREAS WILL BE SEEDED WITH KY 31 FESCUE

LIME WILL BE APPLIED AT 4,000
LBS/ACRE
FERTILIZER WILL BE APPLIED AT 250
LBS/ACRE
STRA W MULCH WILL BE APPLIED AT 1-1 /2 TONS/ACRE AND ASPHALT TACKED AT 225 GALLONS/ACRE.

ADD 30 LBSIACRE ANNUAL RYE GRAIN TO KY 31 FESCUE IF SEEDING BETWEEN NOVEMBER AND FEBRUARY.

DITCH BANKS TO HAVE LESPEDEZA AND BERMUDA ADDED TO SEED MIX AT 1/2 RECOMMENDED RATE IF
SEEDING IN MAY, JUNE, JULY OR AUGUST (1/2 KY 31, 1/4 LESPEDEZA, AND 1/4 BERMUDA).

PREPARED IN THE OFFICE OF:

r

Kimley-Horn
and Associates, Inc.
SUITE 350 - CHARLOTTE, NC 28217
FAX: [phone] <,'" '",',' ,."~
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4601 CHARLOTTE PARK DRIVE,
PHONE: [phone]

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Edwards Branch
... Watershed Improvement Project
. Phase II

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GRADING:

THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING
CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE
CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE AT
1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.

CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILlTES, CURB & GUTTER,
PAVEMENT, LANDSCAPING, ETC. THAT MAY BE DAMAGED DURING CONSTRUCTION, DAMAGED ITEMS SHALL BE
REPAIRED TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND IN THE ORIGINAL ITEM.

ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.

CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL
DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL
INSPECTION AND APPROVAL.

IN ORDER TO ENSURE PROPER DRAINAGE, MAINTAIN A MINIMUM 0.50% SLOPE ON THE CURB,

ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR
ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE
MAN-MADE FILLS REFUSE DEBRIS DERIVED FROM ANY SOURCE.

ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. REFER TO THE PAVEMENT CROSS-
SECTION DETAILS TO ESTABLISH THE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS.

ALL COUNTOURS ARE IN REFERENCE TO THE BENCHMARK AND MUST BE VERIFIED BY THE CONTRACTOR
PRIOR TO GROUND BREAKING.

CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.

THE LIMITS OF CLEARING SHOWN ON THE GRADING AND EROSION CONTROL PLAN IS BASED ON THE
APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.

ANY GRADING BEYOND THE LIMITS OF CLEARING IS SUBJECT TO A FINE. GRADING MORE THAN ONE
ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.

SLOPES SHALL BE GRADED NO STEEPER THAN 2: 1.

COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH THE CITY OF CHARLOTTE
INSPECTORS.

ALL DEBRIS FROM CLEARING OPERATIONS SHALL BE DISPOSED OF IN A LEGAL MANNER.

CONSTRUCTION SEQUENCE:

THE CONTRACTOR SHALL OBTAIN A GRADING PERMIT FROM THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES.

THE CONTRACTOR SHALL SET UP A PRE-CONSTRUCTION CONFERENCE ONSITE WITH THE EROSION
CONTROL INSPECTOR TO DISCUSS THE PROJECT. THE CONTRACTOR SHALL SCHEDULE A MEETING
A MINIMUM OF 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY.

THE CONTRACTOR SHALL INSTALL A SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS. DIVERSION
DITCHES, A TREE PROTECTION FENCE, CONSTRUCTION ENTRANCES AND OTHER MEASURES AS
SHOWN ON THE PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE ITEMS.

THE CONTRACTOR SHALL SCHEDULE AN ON-SITE INSPECTION BY AN NCDENR INSPECTOR AND
BEGIN CLEARING, GRUBBING, AND ROUGH GRADING AFTER INSPECTOR APPROVES EROSION
CONTROL MEASURES.

THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES REQUIRED FOR WORKING IN A
LIVE STREAM PER THE PLANS AND SPECIFICATIONS AND/OR AS DIRECTED BY THE PROJECT
ENGINEER.

THE CONTRACTOR SHALL STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.

ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE
U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EROSION CONTROL ORDINANCE, AND THE
CITY OF CHARLOTTE ENGINEERING DEPARTMENT.

THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.

THE CONTRACTOR SHALL WORK FROM UPSTREAM TO DOWNSTREAM AND ALL WORK SHALL BE DONE FROM
THE TOP OF CHANNEL BANK.

THE CONTRACTOR SHALL NOT BEGIN WORK THAT CAN NOT BE STABILIZED BY THE END OF THE WORK DAY.

ALL EARTH MOVING EQUIPMENT SHALL BE SERVICED PRIOR TO WORK COMMENCING EACH DAY. EQUIPMENT
SHALL BE MAINTAINED TO PREVENT FUEL, OIL, AND LUBRICANT SPILLS IN THE VICINITY OF THE STREAM.

FLOW IN THE WORK AREA SHOULD BE DIVERTED TO THE OUTSIDE OF THE CREEK BED AS NEEDED.
CONTRACTOR MAY ELECT TO "DEWA TER" THE STREAM SEGMENT BEING WORKED ON BY USING AN UPSTREAM
FLOW-REDUCTION DEVICE (CHECKDAM, PORTADAM, OR EQUAL). AT THE CLOSE OF EACH WORKDAY THE
CONTRACTOR SHALL REMOVE THE FLOW-REDUCTION DEVICE IN A NONDESTRUCTIVE AND CONTROLLE'D
FASHION TO RESTORE NORMAL STREAM FLOW. REFER TO DETAIL 5, SHEET 5.

BEFORE LEAVING A WORK AREA AND MOVING DOWNSTREAM, THE CONTRACTOR SHALL COMPLETE THE
CHANNEL SECTION TO A STABLE FORM. A STABLE FORM SHALL INCLUDE, BUT NOT BE LIMITED TO, THE
COMPLETE INSTALLATION OF INSTREAM STRUCTURES, TRANSPLANTS, EROSION CONTROL AND PERMANENT SOIL
PROTECTION MATTING, AND TEMPORARY VEGETATION.

PERMANENT VEGETATION SHALL BE INSTALLED IN CONJUNCTION WITH TEMPORARY SEEDING IF CONSTRUCTION
OCCURS DURING THE SPECIFIED SEASONS IN THE VEGETATION PLANS AND SPECIFICATIONS. IF NOT,
PERMANENT VEGETATION SHALL BE PLANTED DURING THE SPECIFIED SEASON.

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General Notes

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ADC SURVEYS
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GENERAL NOTES:

LEGEND:

1, ALL TRAFFIC CONTROL SIGNS, DEVICES, AND OPERATIONS
SHALL CONFORM TO THE REQUIREMENTS OF THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND THE CITY OF
CHARLOTTE "WORK AREA TRAFFIC CONTROL HANDBOOK"
0/VA TCH).

o DRUMS

-L. "PERMANENT'SIGN

........ PORTABLE SIGN

2. CONTRACTOR SHALL MAINTAIN ADEQUATE INGRESS AND
EGRESS TO ALL PROPERTIESIDRIVEWAYS AT ALL TIMES.

c:::J TYPE III BARRICADES

3. SIGNS R11-4 (ROAD CLOSED TO THRU TRAFFIC) MAY BE
"PERMANENT' OR PORTABLE.

4, TYPE III BARRICADES SHALL BE OF SUFFICIENT WIDTH TO
CLOSE ENTIRE ROADWAY, IF ACCESS THRU THE BARRICADES IS
REQUIRED FOR CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL
ENSURE THAT THE BARRICADE(S) ARE RE-ADJUSTED TO
PROPERL Y CLOSE THE ROADWAY BY THE END OF EACH
WORKDAY,

TYPE III BARRICADES

ROAD
CLOSED
R11-2

TYPE III BARRICADES

ROAD
CLOSED
R11-2

WORK AREA

ROAD CLOSED
TO
THRU TRAFFIC
R 11-4
60" X 30"

recreational field

W20-1
48" X 48"

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R 11-4
60" X 30"

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Watershed Improvement
Project

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Traffic Control Plan

PREPARED IN THE OFFICE OF:

~ = ~ ~~~I~~~~~tes, Inc.

4601 CHARLOTTE PARK DRIVE, SUITE 350 - CHARLOTTE, NC 28217
PHONE: [phone] FAX: [phone]

ADC SURVEYS ACP. MEL
SURVEYED BY PREPARED BY

015016010 NTS
JOB NO. SCALE

CHECKED BY

11-2-01
DATE

APPROVED BY

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