20150070 Ver 1_Site Plan_20150423 (2)

Strickland, Bev
From: Montalvo, Sheri A
Sent: Wednesday, April 22, 2015 3:25 PM
To: Strickland, Bev
Subject: FW: Willowcroft digital files
From: Reddick, Rob [! ailto:ir _ .idk: @«�.j od. l 5Lpo_ q!M]
Sent: Wednesday, April 22, 2015 3:19 PM
To: Montalvo, Sheri A
Subject: Willowcroft digital files
Sheri
The link below will allow you to download the entire pdf set. If you have any issues with the link please let me know and
we can try something else.
Thanks
Rob
f
Robert M. Reddick Jr, P.E.
Director, Charlotte Region
Office: 704 - 527 -0800 ext. 321
Mobile: 704 - 361 -6889
McAdamsCo.com
Designing Tomorrow's Infrastructure & Communities
1

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CHESTNUT LANE
TOWN OF STALLINGS, NORTH CAROLINA
PROJECT NUMBER: MRH- 13040
DATE: JULY 25, 2014
REVISED: AUGUST 8, 2014
REVISED: SEPTEMBER 22, 2014
REVISED: OCTOBER 13, 2014
REVISED: OCTOBER 28, 2014
REVISED: JANUARY 8, 2015
REVISED: JANUARY 22, 2015
REVISED: JANUARY 27, 2015
REVISED: APRIL 17, 2015
OWNER:
MERITAGE HOMES
11605 NORTH COMMUNHY HOUSE ROAD
SUITE 250
CHARWITE, N.C. 28277
(704) 944 -8906
mark.serpent @merita ehomesecom
APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTrE. N.C. 28277
(704) 944 -8906
� 11
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR
(1- 800 - 632 -4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
LAND SURVEYOR:
MCADAMS COMPANY
11301 CARMEL COMMONS BLVD. SUITE 111
SUITE 111
CHARLOTTE, N.C. 28277
(704) 527 -0800
ENGINEER:
MCADAMS COMPANY
11301 CARMEL COMMONS BLVD. SUITE 111
SUITE 111
CHARLOTTE, N.C. 28277
(704) 527 -0800
REDDICKOMCADAMSCO . COM
M, R
SHEET INDEX
P -2
P -3
XS-1
XS-2
XS-3
XS-4
XS-5
XS-6
XS-7
XS-8
D�-19
D -2
D -3
D5
D-6
D -7
PAPA
i
Q L~ZO
ooary
Of U)
z
0
U
I
I
I,
II
II .. 0 WiF
11
PLAN & PROPUZ -SEWER LINE "A"
PLAN & PROF Z -SEWER LINE 'S"
PLAN & PROFILE -SEWER LINE "C"
PLAN & PROFILE -SEWER LINE "E"
PLAN & PROFILE -SEWER IAVE "D"
PLAN & PROFILE -ROAD "A"
PLAN & PROFLLE- YARROW STREET EXTENSION
PLAN & PROFILE -ROAD "B"
PLAN & PROFILE - CHESTNUT LANE LOS
PLAN & PROFLILZ- CULVERT
STORMWATER MANAGEMENT FACILITY PLAN
STORMWATER MANAGEMENT FACILITY DEMW
STORMWATER MANAGEMENT FACLIM DEMM
STORMWATER MANAGEMENT FACHXrY DEMW
HYDRODYNAMIC SEPARATOR DETAIW
HYDRODYNAAHC SEPARATOR DETAILS
CHESTNUT LANE CROSS SECTION STA 1+00 - 2+00
CHESTNUT LANE CROSS SECTION STA 2+50 - 3+50
CHESTNUT LANE CROSS SECTION STA 4+00 - 5+00
CHESTNUT LANE CROSS SECTION STA 5+50 - 6+50
CHESTNUT LANE CROSS SECTION STA 7+00 - 8 +00
CHESTNUT LANE CROSS SECTION STA 8+50 - 9+50
CHESTNUT LANE CROSS SECTION STA 10+00 - 11+00
CHESTNUT LANE CROSS SECTION STA 11 +50 - 12+50
CHESTNUT LANE CROSS SECTION STA 13+00
-UAL JLJMf
- WATER
- WATER & SEWER
- EROSION CONTROL
- EROSION CONTROL
- EROSION CONTROL
!!Jj
MCADAMS
TFIE JOHN R MCADAMS
COMPANY, INC.
11301 Carmel Commons Blvd.
Suite 111
Charlotte, North Carolina 28226
License No.: C -0293
(800) 733 -5646 ■ McAdamsCo.com
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
VICINITY
MAP
N TS
MCKEE
SITE
RD
YARROW
ST.
1 -485
CHESTNUT
LANE
MATTHEWS
z
WEDDINGTON
RED
j
ROAD
BARN
0
TRAIL
n.
N jlli
CHESTNUT LANE
TOWN OF STALLINGS, NORTH CAROLINA
PROJECT NUMBER: MRH- 13040
DATE: JULY 25, 2014
REVISED: AUGUST 8, 2014
REVISED: SEPTEMBER 22, 2014
REVISED: OCTOBER 13, 2014
REVISED: OCTOBER 28, 2014
REVISED: JANUARY 8, 2015
REVISED: JANUARY 22, 2015
REVISED: JANUARY 27, 2015
REVISED: APRIL 17, 2015
OWNER:
MERITAGE HOMES
11605 NORTH COMMUNHY HOUSE ROAD
SUITE 250
CHARWITE, N.C. 28277
(704) 944 -8906
mark.serpent @merita ehomesecom
APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTrE. N.C. 28277
(704) 944 -8906
� 11
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR
(1- 800 - 632 -4949) AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR
OWN LOCATOR SERVICES INDEPENDENT OF "NORTH CAROLINA ONE CALL ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
LAND SURVEYOR:
MCADAMS COMPANY
11301 CARMEL COMMONS BLVD. SUITE 111
SUITE 111
CHARLOTTE, N.C. 28277
(704) 527 -0800
ENGINEER:
MCADAMS COMPANY
11301 CARMEL COMMONS BLVD. SUITE 111
SUITE 111
CHARLOTTE, N.C. 28277
(704) 527 -0800
REDDICKOMCADAMSCO . COM
M, R
SHEET INDEX
P -2
P -3
XS-1
XS-2
XS-3
XS-4
XS-5
XS-6
XS-7
XS-8
D�-19
D -2
D -3
D5
D-6
D -7
PAPA
i
Q L~ZO
ooary
Of U)
z
0
U
I
I
I,
II
II .. 0 WiF
11
PLAN & PROPUZ -SEWER LINE "A"
PLAN & PROF Z -SEWER LINE 'S"
PLAN & PROFILE -SEWER LINE "C"
PLAN & PROFILE -SEWER LINE "E"
PLAN & PROFILE -SEWER IAVE "D"
PLAN & PROFILE -ROAD "A"
PLAN & PROFLLE- YARROW STREET EXTENSION
PLAN & PROFILE -ROAD "B"
PLAN & PROFILE - CHESTNUT LANE LOS
PLAN & PROFLILZ- CULVERT
STORMWATER MANAGEMENT FACILITY PLAN
STORMWATER MANAGEMENT FACILITY DEMW
STORMWATER MANAGEMENT FACLIM DEMM
STORMWATER MANAGEMENT FACHXrY DEMW
HYDRODYNAMIC SEPARATOR DETAIW
HYDRODYNAAHC SEPARATOR DETAILS
CHESTNUT LANE CROSS SECTION STA 1+00 - 2+00
CHESTNUT LANE CROSS SECTION STA 2+50 - 3+50
CHESTNUT LANE CROSS SECTION STA 4+00 - 5+00
CHESTNUT LANE CROSS SECTION STA 5+50 - 6+50
CHESTNUT LANE CROSS SECTION STA 7+00 - 8 +00
CHESTNUT LANE CROSS SECTION STA 8+50 - 9+50
CHESTNUT LANE CROSS SECTION STA 10+00 - 11+00
CHESTNUT LANE CROSS SECTION STA 11 +50 - 12+50
CHESTNUT LANE CROSS SECTION STA 13+00
-UAL JLJMf
- WATER
- WATER & SEWER
- EROSION CONTROL
- EROSION CONTROL
- EROSION CONTROL
!!Jj
MCADAMS
TFIE JOHN R MCADAMS
COMPANY, INC.
11301 Carmel Commons Blvd.
Suite 111
Charlotte, North Carolina 28226
License No.: C -0293
(800) 733 -5646 ■ McAdamsCo.com
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION

LEGA D
L s I nl - .LEGEND:
V! C! N I,TY MAP �P°
:
Being, that certain parcel of land located in Vance Township in Union County,
NTS North; Carolina alon the north side of Chestnut Lane and bein more articular) O EXISTING REBAR UNLESS NOTED OTHERWISE
9 9 particularly
described as follows: c3` i
NOTED OTHERWISE
O, IRON PIPE SET, UNLESS
fl
Beginning CALCULATED POINT
gi gat an iron pipe... located an the northern right a# way lane of Chestnut °!� e
.: Lan a -
e, 60 foot public right of way, said oint bein . the southeast corner of; da .
P 9 Y P 9
<' EIP EXISTING IRON PIPE.
.John Howard Faison, ` IV, recorded in Deed Book 11$2, Page 684, said point` having � , � ,
MCKEE :O. /%
North Carolina State Plane Coordinates NAD83 2011 of N 4$2,294.35 feet LOT 50 PK PK NAIL
RD
(. ( »
and E .1 485 535.29 feet said point bein the POINT OF BEGINNING thence
SITE
,•, P g,
�. UTILITY POLE:
leaving he right o
9
gh f way of Chestnut Lane and following the line.. of said Faison -
Narth 02 00 00 Wet 454.25 feet: to an new iron pipe; thence . out 89 5335 _ %.: -O - OVERHEAD UTILITY
YARROW s. P P, S h U E
t
Wes 434.96 feet to an iron i . e at the northeast corner_ of Lot. 58 of ` Chestnut
ST,. �/ ��
Subdivision, recorded in Plot Cabinet H, Slide 251; thence following the eastern 0;. ; o # LIGHT POLE
: .
485 CHESTNUT' . line of Lots 5 � . S SANITARY .SEWER MANHOLE
L 8 and 57 of said Chestnut Subdivision North 34 49 26 West 247.99 � Q
w
LANE % . �
L feet to rebar. at the southeastern corner 'of Lot 51 of sad Chestnut
0 MATTHEWS .
Subdivision;. thence with the eastern line of Lot 51, the eastern terminus. of
Z , ,,. D EIP�FOU
� WEDDINGTON
/ � WATER. VALVE
RED Yorrow Street and Lot 50 of said Chestnut Subdivision North 34'49 26 West / T TELEPHONE PEDESTAL
0 �0 PROPERTY UNE
cr ROAD 450.18 feet to a reb r on the southern line. of Chestnut Homeowners. Association
BARN a s / ) Wil CATCH BASIN
CHESTNUT` SUBDIVISION PHASE 20 TRAIL recorded in Deed Book 20 9 3, P ag e 6 55, thence along the sou t hen of said
.
- g
PS. H. PG.:' 251 ?
Chestnut Homeowners Association and .Duke Energy Corporation PIN 07141007A o [E ELECTRIC BOX
CL 9Y P ( i ak5 Pti
North 58 09 39 E t. 7 c to Energy
� X
as 690. 9 feet to a rebar, thence along said Duke ne gy 680.0 SPOT ELEVATION
Corporation. and- the southern line of Lennor Carolinas, LLC, recorded in Deed. Book Nbo
LOT 5 1 ::: WETLAND HATCH
� W E
4305, Page 730 North 20 06 58 . East 260.10, feet to a rebar located at the 9
westernmost . corner of Lot 9 of Farrforest Subdivision, recorded in Plat Cabinet A, -
•.,.,. ;.., / DUKE POWER / .DUKE SURVEYED LINE Slide 86A, thence with the western line of Lots 9, 8, 5, 4 and 3 of said.
`.
ENERGY CORPORATIO N
- - -- -LINE NOT SURVEYED
Fairfo est ,kph
r Subdivision South 24 53 39 East 1024.52 -feet to a rebar located at ' - ' •' • �'
..GENERAL DOTES 5719.. - ::= FENCE
the northwestern corner of 13yard Gordan. Clemmons, recorded in Deed Book • , , • . • .
�: I Page 6�
1.. THIS IS A. SURVEY OF AN EXISTING PARCEL OF LAND. THIS IS. AN
g thence. along the western Tine' of said Clemmons South 02. 00 07 East ` ` � � - •
659.47 feet to a point on the northern -ri ht of via line of the aforementioned
P 9 Y \
ALTA /AGSM LAND TITLE SURVEY. AREA WAS CALCULATED BY THE � _ ,. • .: ..:, .. , • : • . , .
Chestnut Lane; thence South 02 0007 East 3,75 feet to a rebar located inside
COORDINATE METHOD. , �
�. y
, SHED IS 3.3 OUTSIDE MH
the right .of way. of said Chestnut Lane, thence South Q2 00 07- East 27.52 feet � _ , : :�. ; .: � . .
THE PROPERTY. LINE : :9? .. = 7 .1
2.). THE to a k nail set in the centerline of Chestnut Lane; thence foflowin the STREAM. 8.. RIM 02 2 g
STATE ,PLANE COORDINATES (SPC)' 'FOR .THIS. PROJECT WERE PRODUCED P , g � . , : . • .. . • . • . • �.
WITH RTK -VRS GPS OBSERVATIONS USING A EPOCH 50 GNSS SYSTEM . centerline of Chestnut Lane the. following hree 3 calls. 1 along a curve to the
.� _ IN = S 3.3 /
9 {) O 9 0
LOT 57
RECEIVER AND PROCESSED USING- GPS CONTINUOUSLY OPERATING i O• : ; : - .::::: 1
right having a ,radius. of :422:55 feet, an arc Length of :155.16 feet and a chord
REFERENCE STATIONS, DATE OF OBSERVATIONS WAS AUGUST 28, 2013. THE ;
bearin .:and distance of South 76'1626 West 154.29 feet 2 South. 86 08. 10
g :' AND • .
RELATIVE POSITIONAL ACCURACY OF THE GPS NETWORK IS <0.06. , (.� . •.. ,' ``'�;
West 76.60 'feet; and 3 South. 87 44 49 West 54.94 feet to a k' nail set in
S
-
THE FOLLOWING COBS WAS THE BASE STATION USED. DF6318 177 the centerline
of said Chestnut Lane, thence North 02 00.00 West 30.00 feet to ... • , . , . - ..
WELCOME CENTER CORS ARP NG77 the POINT OF BEGINNING con:tainin 19.90 'acres more or less. ''•' '
HORIZONTAL POSITIONS ARE REFERENCED TO NAD 2011 .
`i.6 co
THE COMBINED SCALE FACTOR IS 0.999$479.$. rk R FOU D. 0.210
9 R
B N
,�� OUTSIDE PROPERTY
3.) ALL DISTANCES ARE HORIZONTAL. GROUND .DISTANCES. LINE'"
LOT 58?
4.) FLOOD NOTE, THIS PROPERTY IS NOT LOCATED .IN A SPECIAL.. FLOOD
HAZARD ZONE. R IS LOCATED IN ZONE "X AS DEFINED .BY FEMA F.f.R.M,
COMMUNITY NO. 370234 'PANEL 4488) MA MAP NO. 371 OOJ
, (� oaas8 ),
DATED OCTOBER 16, 2008. X15 MH
x RIM- 701.62
5: , PAGE REFERENCES: DEED BOOK '6017 712 �. -
E.
OF THE .UNION COUNTY REGISTRY
INV 691.5
PIN 07141001 G
N s
6. NO .GRID GR {D MONUMENTS FOUND WITHIN 000 OF SITE. .
) N 2
7.) BOUNDARY SURVEY OF. 19.90 ACRE TRACT. FOR DR. PATRICK M. REAMES
BY REGISTERED. SURVEYOR WM. -.J.. ALEXANDER DATED DECEMBER 31 1973.
20 PR AN NT
'69.4 E RESEE ���
.B 3 31 P 40
E S R AME HOLDING LP
DB 6017 PG 712
10 TE O R
NOTES PERTAINING TO
E
PIN 71 '_ o s TI
10 41001 G �•:: • °. G G N
CHICAGO TITLE INSURANCE COMPANY _ ; .:: ::•:•�: .. •:.. : '•. '•• E SEM Ts
867,046 SQ..FT. TOTAL /
COMMITMENT NO. 13- 18754CH .
19.90 ACRES TOTAL
B. 31, G. 0
f
•
.EFFECTIVE: SEPTEMBER 4_2013 " A T 8. 00 AM
0 R a
SCHEDULE B SECTION. it (EXCEPTIONS) 0.20 �W ACRES •. '
� n S H . REBAR FOUND
O
19.70 NET ACRES >
3
-
ITEM 3 - SANITARY SEWER LINE EASEMENT TO UNION COUNTY RECORDED IN ::.: RIM= 703.95 0.29• INSIDE
N ` /
" , PROPERTY UNE
=
BOOK 3733,. PAGE 440 AFFECTS' SUBJECT PROPERTY AS SHOWN ., .... .. , : : •. =::. - ". : •. :'. ; �, � `• INV 690..4
h 0.
HEREON. p , -:'' S,
..��, � f LENNAR CAROLINA LLC
!� /
N DB 4305 PG 730
PIN' 4100 8 71
.r. o; • ,., 0
JOHN HOWARD FAISON IV
DB -1182 PG 684 � n
w 2'
PIN 07141001
0
2 s
2.
o
o •1 4S
'• s� • ' a ° , (TQ
Lj
ry .
u
{
,
:
N."
CURVE TABLE
CURVE: RADIUS LENGTH TANGENT 'CHORD CHORD .DIRECTION
.j` C1 422,55 1 155.16 78.46 154.29 S 76'16'26" W
C2. 392.551 156.66 79.39 1155.63 1 S' 75-23#05* W
LINE TABLE.
-
LINE
LENGTH
BEARING
L11
76:60
S 86'08'1o" W
L2
54.94 -
S 8T '49" W.
L3
76.35
S 86'08'10" :W
L4
54.38
87.44'4 "
6(a), 7(o). 7(6)(1). 7(c), 8, 9, and 11(a) of Tdbie A thereof. �,.- � �
r
The flefd work was complete d on' FlwBRUARY 15, 2Q14. ���
• ---.�. ..,, N 3: BPS..
e ,►
y
in S. Bauco , 'LS L- �4275 Date
nurnm ®iithnr _niinma :cnm .
J WADAMS

GENERAL NOTES
1. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. ACTUAL LOCATION AND
DEPTH TO BE CONFIRMED IN FIELD BEFORE CONSTRUCTION.
2. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED /RESTORED
TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE
CONTRACTOR RESPONSIBLE FOR DAMAGE.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE - CONSTRUCTION CONFERENCE.
5. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR
FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE
PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF STALLINGS NORTH
CAROLINA UNIFIED DEVELOPMENT ORDINANCE.
7. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
8. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND,
ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER IMMEDIATELY.
9. UTILITIES THAT WERE VISIBLE HAVE BEEN LOCATED TO THE BEST OF OUR KNOWLEDGE.
HOWEVER, NEITHER THE OWNER, THE DEVELOPER, NCDOT, THE ENGINEER, NOR UNION
COUNTY PUBLIC WORKS WILL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, STORM
DRAINS, DRIVEWAYS, OR ROADS.
10. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND REPAIRING (IF
DAMAGED) ALL UTILITIES, STORM DRAINS, DRIVEWAYS AND ROADS.
11. TOPOGRAPHIC AND WETLANDS BOUNDARY INFORMATION SHOWN IS AS PROVIDED BY THE
MCADAMS COMPANY.
12. THE INTERNAL STREETS SHALL BE PUBLIC ROADS MAINTAINED BY NCDOT.
13. THE ENTRANCE MONUMENTS LOCATED AT THE ENTRANCE TO THE SITE WILL BE LOCATED
IN THE BUFFER ALONG CHESTNUT LANE.
14. SIDEWALK WIDTHS SHALL BE A MINIMUM OF 4' WIDE UNLESS OTHERWISE SPECIFIED. A 5'
X 5' SIDEWALK IS REQUIRED AT LEAST EVERY 200' AS REQUIRED BY ADA FOR A PASSING
ZONE UNLESS OTHERWISE PROVIDED BY RESIDENTIAL DRIVEWAYS OR INTERSECTING
SIDEWALKS.
1 �
# i)
I I
I i
HENRY 0. AND 1 I
ELSIE G. EUBANKS 1
PIN 07141001D
I I
EXISTING EDGE
OF PAVEMENT y i
1 #
I � I
I PK
I I
I j
J 1 I
ELAINE A. NICHOLS
PIN 07141001F
30° STANDARD CURB I -~4 I
AND GUTTER I Ijl
d 1 1
DONALD E. AND
KATHLEEN F. GOESSEL
PIN 07141001J
SITE TRIANGLE t
(TYP.)
EX. RED BARN r I
TRAIL
(VARIABLE PUBLIC R /W) � \
POSSIBLE LOCATION
OF ENTRANCE SIGN
t
S= DATA
TOTAL SITE ACREAGE: +/ -19.90 ACRES
TAX PARCEL NUMSER: 07141001G
\
(Singe Family) EX. YARROW STREET \ CHESTNUT SUBDIVISION, PHASE 2
\
E2[IS1IIdG ZONING: CZ13.09.01 H PG. 251
50' PUBLIC R/W \ PB. LOT 50
PROPOSED ZONING: SINGLE FAMILY DETACHED \ PIN 07141106
RESIDENTIAL ACREAGE: +/ -19.9 ACRES \ \
TOTAL No. OF LOTS /UNITS: + / -54 UNITS \
TEMPORARY BARRIER WILL BE PLACED AT THE END OF \ �
TOTAL SITE DENSITY: +/ -2.71 UNIT /AC. YARROW STREET AND THE CONNECTION WILL NOT BE \ \
MINflam LOT SIZE: 7,300 SF OPENED UNTIL FINAL CERTIFICATE OF OCCUPANCY FOR
THE PROPOSED DEVELOPMENT HAS BEEN ISSUED. PER
MN. BUII.DING SETBACKS STALLINGS UDO ARTICLE 5
FRONTSETBAM' 20 CHESTNUT SUBDIVISION, PHASE 2 '
SIDE SETBACK T PB. H PG. 251 p `0
k5
REARSETBACM 80' \ PIN LOT 11107
MIN. LOT WIDnk
wv�1
\ '0 PUBLIC
OPEN SPACE (PARISH \ � STORM IN
MUIRED OPEN SPACE: 1596 OF SIZE (2.98 AC.) \ �P�l ' / EASEMENT ;
TOTAL IMPERVIOUS: 6.98 AC. \ ,6 `qp / / Cos
TREE SAVE AREA
REgUIRED TREE SAVE: 5% (0.99 AC.)
CHESTNUT SUBDIVISION, PHASE 2 \ / \ 8,614 SF e �
PROVIDED TREE SAVE 8% (1.60 AC.) PB. LOT 57 251
(1.27 AC. + 0.33 AC.) PIN 07141113 0p'
8,373 SF
_____ _ - Pl/ �
ROAD DATA ACCESSIBLE RAMP '
RED BARN TRAIL 1,647 LF ✓ g9 � 8,135 SF �` ��'•
Wnl.OWCROFTDRIVE 1,700 IF �g0 \
YARROW ST 2,127 LF CHESTNUT SUBDIVISION, PHASE 2 �0
PB. H PG. 251 /
LOT 58 O
TOTAL 5,474 LF PIN 07141114 ^' /
/ 11,935 SF \`
TYPICAL CUL- DE-SAC I 'I
SCALE: 'N.T.S. I 15.419 SF
1
2' VALLEY 1 5' UCPW UTILITY
C &G --- �45 R i EASEMENT
/ 36' R I I
42 1
1 1
1 I 9,655 SF it
1 1 I jl
1 / I
9,425 SF I
20.0 R PROPERTY LINE 1 "T
I i 5' SIDEWALK 35.0' R (TYP.) --- -- - - -- - - -- I
CA
I
I
P rn
1 I 4' PLANTING I I
1 I STRIP 44 I 1
TEMPORARY �EASEMENTDON I 1 I 9,425 SF i 1
0 ROW
1 I I
II
JOHN HOWARD FAISON IV I 45 I
I 1 860' LINE OF SIGHT DB 1162 PG 684 10' WIDE NO CLEAR
(SEE SHEETS P -8 AND C -5) PIN 07141001 BUFFER ALONG 1 I 9,425 SF j
i I PROPERTY LINE I I I
I
20' TEMPORARY I
CONSTRUCTION I
j I EASEMENT 48 I
1 I N: 482748.26 1 If
001 E: 1485519.44 1 I 9,425 SF 1
1 (SEE NOTE 2) it
I
I
20' LANDSCAPE j
1 BUFFER 484.26 (TOTAL),
I - NO2.00'00 °W _
- - A5425- -= = _--T -- - - - - -�
- - - - - -r
--- 20' FUTURE PERMANENT
i S.S. EASEMENT 47
I r r
O I 7,641 SF I 7,641 SF O 80 I 11 O 10,301 SF
I 54 53 52 I 51 i , 49 i 8,839 SF P
1 i 7,641 SF i O ' i 7,641 SF I 7,641 SF I 7,640 SF I /
1
r
1 20' PUBLIC I i 20' PUBLIC
I ; STORM DRAIN r I 5' UCPW UTILITY( (STORM DRAIN
r iEASEMENT iEASEMENT
30 -X30" STOP SIGN (TYP.)
(CONTRACTOR TO I STALL) 0 PUBLIC 10 /w-- _� -Z - -- - -_�_ - --- ___ -___ -} __ --
L- -- -- - -- -'- _---- __� - -- - " -'-
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10' CURB TRANSITION m m
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SF
it 1 I 7,360 SF I 7.360 SF I 7,360 SF I 7,360 SF i 7,360 SF i 7,360 SF
CHESTNUT LANE TO HAVE 7
\ } ` I
.52' _
1.5" OVERLAY ACROSS � \\ \ I � i � JIr�-- ----•- '
ALONG
ENTIRE FRONTAGE ROAD \ \ �5 S0200'07 °E 660.82
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30° STANDARD CURB l \ L- _..
AND GUTTER \ \\ PK <\
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CHANG YUNG KI
AND SOON SUN
PIN 07141016A
\ \
BYARD GORDON CLEMMONS
DB 5719 PG 006
PIN 07141001E
�/ SITE TRIANGLE Y\ 20
�� ` (TYP. SF
19 \
7,872 SF
,8 RETAINING WALL
(DESIGNED BY
8,843 SF OTHERS)
ij 10
1 7,552 SF
I
11
II
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8,422 SF
I
II
20'
MANAGEMENT
FACILITY
EIP
36
III I
I
9,953 SF
II
20' PUBLIC
STORM DRAT
11
1
16
I
8,067 SF
I
RETAINING WALL
(DESIGNED BY
�T -
/
OTHERS)
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8,065 SF
I
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ITiro
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8,442 SF
rt`�------
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8,442 SF
I11
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7,552 SF
� 5'
UCPW UTILITY
EASEMENT
II
I
7,552 SF
II
II
1
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8,422 SF
I
II
20'
MANAGEMENT
FACILITY
EIP
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
HANDRAIL
EXISTING
POND
20' UTILITY EASEMENT
DUKE POWER / DUKE ENERGY
CORPORATION
PIN 07141007A
32 \
,450 SF
CONDITIONAL REZONING NOTES
1. THE APPLICANT OR RESPONSIBLE PARTY SHALL OBTAIN ALL PERMITS REQUIRED
FOR DEVELOPMENT WITHIN THE TOWN AND OUTSIDE AGENCIES IN COMPLIANCE
WITH ACCEPTABLE REGULATIONS. THE SUBMITTED SKETCH PLAN MUST MEET
ALL REQUIREMENTS AS ESTABLISHED BY PERMITTING AGENCIES. IF MEETING
PERMITTING REQUIREMENTS REQUIRES SIGNIFICANT CHANGES TO THE PLAN AS
DEFINED BY UDO ARTICLE 10.10.7, THE PLAN WILL REQUIRE APPROVAL OF THE
PLANNING BOARD AND TOWN COUNCIL.
2. USE OF PROPERTY WILL BE LIMITED TO A MAXIMUM DENSITY OF 2.76 UNITS AN
ACRE NOT TO EXCEED 55 LOTS.
3. INTERIOR LOT SETBACKS FOR THE PROJECT WILL BE 20'- FRONT; 7' SIDE, 15'
ON CORNER LOTS; 20' REAR. THE MINIMUM LOT WIDTH WILL BE 64'.
4. THE MINIMUM SQUARE FOOTAGE FOR HOMES WITHIN THE DEVELOPMENT WLL BE
2,400 SQUARE FEET FOR A TWO STORY HOUSE, AND 2,000 SQUARE FEET FOR
A ONE STORY HOUSE.
5. ALL STREETS WITHIN THE DEVELOPMENT WILL BE BUILT TO TOWN OF STALLINGS
MINIMUM DESIGN STANDARDS.
6. A MINIMUM 15% OPEN SPACE WILL BE PROVIDED ON SITE. OPEN SPACE
CALCULATIONS MUST BE PROVIDED AS A PART OF THE PLAN REVIEW
PERMITTING PROCESS.
7. PROVIDE A CONNECTION TO THE EXISTING STUB ON YARROW STREET TO
PROVIDE CONNECTIVITY BETWEEN THE DEVELOPMENTS AS REQUIRED BY THE
STALLINGS LIDO ARTICLE 5. A TEMPORARY BARRIER WILL BE PLACED AT THE
END OF YARROW STREET AND THE CONNECTION WILL NOT BE OPENED UNTIL
FINAL CERTIFICATE OF OCCUPANCY FOR THE PROPOSED DEVELOPMENT HAS
BEEN ISSUED.
8. DUE TO THE LACK OF ACCESSIBILITY TO THE COMMON OPEN SPACE AREA;
STAFF WOULD RECOMMEND THE FEE IN LIEU OF PARK LAND BE ACCEPTED FOR
THE PROJECT AS DEFINED IN ARTICLE 10 OF THE STALLINGS UDO.
9. ALL FOUNDATIONS WILL HAVE A MINIMUM 18 INCHES EXPOSED BRICK. ALL
FRONT ELEVATIONS OF THE HOMES WILL BE COMPROMISED OF 75% BRICK
AND /OR STONE AND WITH NO MORE THAN 25% FIBER CEMENT BOARD. THERE
WILL BE 0% VINYL ON THE EXTERIOR. THE OTHER THREE SIDES OF THE HOMES
WILL BE COMPRISED OF FIBER CEMENT BOARD, BRICK OR STONE. A 24 INCH
RETURN OF BRICK WLL BE USED WHERE APPLICABLE.
10. A PROJECT BOUNDARY BUFFER OF 0.2 CAPACITY WILL BE REQUIRED WHERE
ADJACENT TO EXISTING SINGLE FAMILY RESIDENTIAL PROPERTY AS PER THE
STALLINGS UDO ARTICLE 7.79. EXISTING VEGETATION WILL BE MAINTAINED IN
THIS AREA. CLEARING TO THE PROPERTY LINE WILL NOT BE PERMITTED.
11. TWO (2) SPEED BUMPS WILL BE ADDED TO YARROW STREET AT THE EXPENSE
OF THE DEVELOPER. THE SPEED BUMPS WILL BE BUILT TO TOWN STANDARDS;
AND WITH THE AGREEMENT OF THE RESIDENTS OF YARROW STREET AND THE
CHESTNUT HOA.
12. THE TOWN COUNCIL MAY ACT TO REVOKE THE CONDITIONAL ZONING DISTRICT
APPROVAL IF THE APPLICANT FAILS TO MEET THE TERMS OF THE DISTRICT.
VICINITY MAP MATTHEWS
NTS WEDDINGTON
ROAD
MCKEE zz
RD
w
U
Z
wo
0
0 0 Of cr
a
26
7,987 SF
DONNELLY CARLTON CAMERON
DB 3634 PG 699
PIN 07141022
CHRISTOPHER G. MOWBRAY
PIN 07141026
I �
.ARTHUR P. AND
MARTHA A. HEIN JR.
DB 3493 PG 310
PIN 07141025
I
MATTHEWS
WEDDINGTON AD
ROAD
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PBOIECT NO. MRH -13040
FILENAME: MRH13040 -S1
CHECKED BY: RMR
DEAwN BY: CM /JL /RMR
scACE: 1 " =50'
DATE: 07 -25 -2014
SHEET N0.
C -2
M MCADAMS
36
\
12,483 SF
\
\
20' PUBLIC
STORM DRAT
�
EASEMENT/
1
I
�
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
HANDRAIL
EXISTING
POND
20' UTILITY EASEMENT
DUKE POWER / DUKE ENERGY
CORPORATION
PIN 07141007A
32 \
,450 SF
CONDITIONAL REZONING NOTES
1. THE APPLICANT OR RESPONSIBLE PARTY SHALL OBTAIN ALL PERMITS REQUIRED
FOR DEVELOPMENT WITHIN THE TOWN AND OUTSIDE AGENCIES IN COMPLIANCE
WITH ACCEPTABLE REGULATIONS. THE SUBMITTED SKETCH PLAN MUST MEET
ALL REQUIREMENTS AS ESTABLISHED BY PERMITTING AGENCIES. IF MEETING
PERMITTING REQUIREMENTS REQUIRES SIGNIFICANT CHANGES TO THE PLAN AS
DEFINED BY UDO ARTICLE 10.10.7, THE PLAN WILL REQUIRE APPROVAL OF THE
PLANNING BOARD AND TOWN COUNCIL.
2. USE OF PROPERTY WILL BE LIMITED TO A MAXIMUM DENSITY OF 2.76 UNITS AN
ACRE NOT TO EXCEED 55 LOTS.
3. INTERIOR LOT SETBACKS FOR THE PROJECT WILL BE 20'- FRONT; 7' SIDE, 15'
ON CORNER LOTS; 20' REAR. THE MINIMUM LOT WIDTH WILL BE 64'.
4. THE MINIMUM SQUARE FOOTAGE FOR HOMES WITHIN THE DEVELOPMENT WLL BE
2,400 SQUARE FEET FOR A TWO STORY HOUSE, AND 2,000 SQUARE FEET FOR
A ONE STORY HOUSE.
5. ALL STREETS WITHIN THE DEVELOPMENT WILL BE BUILT TO TOWN OF STALLINGS
MINIMUM DESIGN STANDARDS.
6. A MINIMUM 15% OPEN SPACE WILL BE PROVIDED ON SITE. OPEN SPACE
CALCULATIONS MUST BE PROVIDED AS A PART OF THE PLAN REVIEW
PERMITTING PROCESS.
7. PROVIDE A CONNECTION TO THE EXISTING STUB ON YARROW STREET TO
PROVIDE CONNECTIVITY BETWEEN THE DEVELOPMENTS AS REQUIRED BY THE
STALLINGS LIDO ARTICLE 5. A TEMPORARY BARRIER WILL BE PLACED AT THE
END OF YARROW STREET AND THE CONNECTION WILL NOT BE OPENED UNTIL
FINAL CERTIFICATE OF OCCUPANCY FOR THE PROPOSED DEVELOPMENT HAS
BEEN ISSUED.
8. DUE TO THE LACK OF ACCESSIBILITY TO THE COMMON OPEN SPACE AREA;
STAFF WOULD RECOMMEND THE FEE IN LIEU OF PARK LAND BE ACCEPTED FOR
THE PROJECT AS DEFINED IN ARTICLE 10 OF THE STALLINGS UDO.
9. ALL FOUNDATIONS WILL HAVE A MINIMUM 18 INCHES EXPOSED BRICK. ALL
FRONT ELEVATIONS OF THE HOMES WILL BE COMPROMISED OF 75% BRICK
AND /OR STONE AND WITH NO MORE THAN 25% FIBER CEMENT BOARD. THERE
WILL BE 0% VINYL ON THE EXTERIOR. THE OTHER THREE SIDES OF THE HOMES
WILL BE COMPRISED OF FIBER CEMENT BOARD, BRICK OR STONE. A 24 INCH
RETURN OF BRICK WLL BE USED WHERE APPLICABLE.
10. A PROJECT BOUNDARY BUFFER OF 0.2 CAPACITY WILL BE REQUIRED WHERE
ADJACENT TO EXISTING SINGLE FAMILY RESIDENTIAL PROPERTY AS PER THE
STALLINGS UDO ARTICLE 7.79. EXISTING VEGETATION WILL BE MAINTAINED IN
THIS AREA. CLEARING TO THE PROPERTY LINE WILL NOT BE PERMITTED.
11. TWO (2) SPEED BUMPS WILL BE ADDED TO YARROW STREET AT THE EXPENSE
OF THE DEVELOPER. THE SPEED BUMPS WILL BE BUILT TO TOWN STANDARDS;
AND WITH THE AGREEMENT OF THE RESIDENTS OF YARROW STREET AND THE
CHESTNUT HOA.
12. THE TOWN COUNCIL MAY ACT TO REVOKE THE CONDITIONAL ZONING DISTRICT
APPROVAL IF THE APPLICANT FAILS TO MEET THE TERMS OF THE DISTRICT.
VICINITY MAP MATTHEWS
NTS WEDDINGTON
ROAD
MCKEE zz
RD
w
U
Z
wo
0
0 0 Of cr
a
26
7,987 SF
DONNELLY CARLTON CAMERON
DB 3634 PG 699
PIN 07141022
CHRISTOPHER G. MOWBRAY
PIN 07141026
I �
.ARTHUR P. AND
MARTHA A. HEIN JR.
DB 3493 PG 310
PIN 07141025
I
MATTHEWS
WEDDINGTON AD
ROAD
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PBOIECT NO. MRH -13040
FILENAME: MRH13040 -S1
CHECKED BY: RMR
DEAwN BY: CM /JL /RMR
scACE: 1 " =50'
DATE: 07 -25 -2014
SHEET N0.
C -2
M MCADAMS

GENERAL NOTES:
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
ALL ROAD IMPROVEMENTS ON CHESTNUT ARE TO BE COORDINATED WITH THE TOWN
OF STALLINGS ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
DEVELOPER WILL PROVIDE STREET SIGNS.
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND /OR
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
CONDITIONS.
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.
IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF
WAY IF DEEMED NECESSARY BY THE INSPECTOR.
CURB AND GUTTER SHOWN ON PLANS ALONG CHESTNUT LANE MAY BE ADJUSTED
BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE
MAY ALSO REQUIRE MODIFICATION BASED
UPON FIELD CONDITIONS.
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM
WATER CONVEYANCE AND ANY STRUCTURES AND /OR OBSTRUCTION TO STORM
WATER IS PROHIBITED.
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND
BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
HIGH- DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
EXISTING OR PROPOSED PUBLIC STREET RIGHT -OF -WAY MUST BE APPROVED BY
THE CITYS INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL
MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF
THE MATERIAL WITHIN THE PUBLIC RIGHT -OF -WAY.
GENERAL NOTES:
ALL OPENINGS (e.g., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT SHOULD BE
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND
SURFACE.
"AS- BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES AND BMP'S, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL
INSPECTION TO THE CITY /COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH
THE CITY /COUNTY SUBDIVISION ORDINANCE.
NON- STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT -OF -WAY REQUIRE A RIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH THE
(NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE INSTALLATION.
PRIOR TO PLAT RECORDATION, OFFSITE R/W AND /OR CONSTRUCTION EASEMENTS
ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE
R/W ACQUISITION PROCESS ". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
CERTIFICATION AND STREET CUT PERMITS MAY BE REQUIRED FOR UTILITY CUTS ON
CITY STREETS. FOR INFORMATION CONTACT LYNNE HAIR AT THE TOWN OF
STALLINGS PLANNING DEPARTMENT (704) 821 -0315
NOTES:.
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL
EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE
OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS
AREA SINCE SEPTEMBER 1978 WALL REQUIRE STORM DRAINAGE DETENTION.
3. BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT 1- 800 - 632 -4949.
IT'S THE LAW.
4. ALL ACCESS DRIVEWAYS WILL BE DESIGNED TO SUPPORT 80,000 LB LOADS
CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
LOT 57 /
PIN 07141113 �
39
CHESTNUT SUBDIVISION, PHASE 2 // \ \�� 50'x65'
PB. H PG. 251 \ \
LOT 58
PIN 07141114
i
8 50'x68
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ELSIE G. EUBANK I I
PIN 07141001D I I I
I I PAVEMENT Zl.Zl.
30" STANDARD CURB I I TRANSITION
AND GUTTER ' I I- - TAPER
717TLANDSCAP I I I I
EXISTING EDGE I I I BUFFER I I I I I I
OF PAVEMENT I I I I I I I I I I I I I I I
I I I I I I I I I I 51 I I 50 I I I I O I I 50'x75' I I i--
ELAINE A. NICHOLS 54 I I 49 I I
O
50'x75'
PIN 07141001F 53
50x67 50'x67' I 50'x67' 50'x67' 50'x67' I I I
I 20' PUBLI
50'x67' I I I I UCPW UT STORM DRC
A
IN
D 4" PLANTING 5" SIDEWALK E ASEMENT EASEMENT
STRIP I/
_u o° I 0' PUBLIC I I I I (TYP,) I I I IGt PER TOSLDS
I I STORM DRAIN I I I I I I 50.05A(CONTRACTOR TO
Z m D
EASEMENT I I #
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I J- NSTALL)
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oon �CONTR - --
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- 35'x35' SITE _ -
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1 I ' - - - o m w
10' x70' SITE j ( - - -
TRIANGLE / I 10' CURB TRANSITION - -
s 30.0' - - - - -__ - - - - - -- -- -- - - --
B R ST�EET SIGN PER TOSCD - LIGHT T
•
'RED #50.05A(CONTRACTOR TO I i LIGHT TYP i I I AYCESSIBLE RAM
pubUc Rt I INSTALL I I I I I P)
I DRI VEWA I I
��ARIABLE (TYP) I I I
I 20' LANDSCAPE I I I I O I
10' x70' SITE 1 1 I BUFFER I I I 7 8
TRIANGLE , 1 `� I I I O O O I O I 5' I 50x65' I 50'x65'
1 1 I I O I 50'x65' I 50'x65' I 50'x65' i 50'x65' i 50'x65' 1
50'x65'
CHANG YUNG KI
AND SOON SUN I I I I I I
PIN 07141016A \ \ I I I I I —
�
30" STANDARD CURB - - - - END OF ROADWAY
enin ci irrro \ � �" — MARKER .,.�
GREGORY SETH LEONARD
DB 6234 PG 721
PIN 07141001E
DEAD END
BARRICADE
12
50'x76'
5" SIDEWALK
4" PLANTING STRIP
11
50'x76'
EXISTING
POND
a
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO- MRH -13040
PDENaeE: MRH13040 —S1
CHECKED BY. RMR
DRANN BY: CM /JL /RMR
SCALE: 1"=40'
DATE: 07 -25 -2014
SHEET N0.
C -3
�J MCADAMS
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(DESIGNED BY
W
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50'x75'
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DB 1162 PG 684
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PIN 07141001
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EXISTING
CHESTNUT LANE TO HAVE
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ENTIRE WIDTH OF ROAD
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ELSIE G. EUBANK I I
PIN 07141001D I I I
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30" STANDARD CURB I I TRANSITION
AND GUTTER ' I I- - TAPER
717TLANDSCAP I I I I
EXISTING EDGE I I I BUFFER I I I I I I
OF PAVEMENT I I I I I I I I I I I I I I I
I I I I I I I I I I 51 I I 50 I I I I O I I 50'x75' I I i--
ELAINE A. NICHOLS 54 I I 49 I I
O
50'x75'
PIN 07141001F 53
50x67 50'x67' I 50'x67' 50'x67' 50'x67' I I I
I 20' PUBLI
50'x67' I I I I UCPW UT STORM DRC
A
IN
D 4" PLANTING 5" SIDEWALK E ASEMENT EASEMENT
STRIP I/
_u o° I 0' PUBLIC I I I I (TYP,) I I I IGt PER TOSLDS
I I STORM DRAIN I I I I I I 50.05A(CONTRACTOR TO
Z m D
EASEMENT I I #
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I J- NSTALL)
- -- - ?gym 30 "X30 TOP SIN TYP.) -- -
oon �CONTR - --
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- 35'x35' SITE _ -
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1 I ' - - - o m w
10' x70' SITE j ( - - -
TRIANGLE / I 10' CURB TRANSITION - -
s 30.0' - - - - -__ - - - - - -- -- -- - - --
B R ST�EET SIGN PER TOSCD - LIGHT T
•
'RED #50.05A(CONTRACTOR TO I i LIGHT TYP i I I AYCESSIBLE RAM
pubUc Rt I INSTALL I I I I I P)
I DRI VEWA I I
��ARIABLE (TYP) I I I
I 20' LANDSCAPE I I I I O I
10' x70' SITE 1 1 I BUFFER I I I 7 8
TRIANGLE , 1 `� I I I O O O I O I 5' I 50x65' I 50'x65'
1 1 I I O I 50'x65' I 50'x65' I 50'x65' i 50'x65' i 50'x65' 1
50'x65'
CHANG YUNG KI
AND SOON SUN I I I I I I
PIN 07141016A \ \ I I I I I —
�
30" STANDARD CURB - - - - END OF ROADWAY
enin ci irrro \ � �" — MARKER .,.�
GREGORY SETH LEONARD
DB 6234 PG 721
PIN 07141001E
DEAD END
BARRICADE
12
50'x76'
5" SIDEWALK
4" PLANTING STRIP
11
50'x76'
EXISTING
POND
a
GRAPHIC SCALE
40 0 20 40 80
I inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO- MRH -13040
PDENaeE: MRH13040 —S1
CHECKED BY. RMR
DRANN BY: CM /JL /RMR
SCALE: 1"=40'
DATE: 07 -25 -2014
SHEET N0.
C -3
�J MCADAMS

EXISTING YARROW
STREET
50' PUBLIC R/W
TEMPORARY BARRIER WILL BE PLACED AT THE END OF
YARROW STREET AND THE CONNECTION WILL NOT BE
OPENED UNTIL FINAL CERTIFICATE OF OCCUPANCY FOR
THE PROPOSED DEVELOPMENT HAS BEEN ISSUED. PER
STALLINGS LIDO ARTICLE 5
NOTES:
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL
EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE
OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS
AREA SINCE SEPTEMBER 1978 WALL REQUIRE STORM DRAINAGE DETENTION.
3. BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT 1 -800- 632 -4949.
IT'S THE LAW.
4. ALL ACCESS DRIVEWAYS WILL BE DESIGNED TO SUPPORT 80,000 LB LOADS
CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
LOT 51
PIN 07141107
10' WIDE NO CLEAR -
BUFFER ALONG
PROPERTY LINE
� 38
\� 50'x67'
\
YARROW STREET EXT.
50' PUBLIC R/W
GENERAL NOTES,
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
ALL ROAD IMPROVEMENTS ON CHESTNUT ARE TO BE COORDINATED WITH THE TOWN
OF STALLINGS ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
DEVELOPER WILL PROVIDE STREET SIGNS
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
IN ROWING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND /OR
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
CONDITIONS.
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.
IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0,5% SLOPE ON THE CURB.
SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF
WAY IF DEEMED NECESSARY BY THE INSPECTOR.
CURB AND GUTTER SHOWN ON PLANS ALONG CHESTNUT LANE MAY BE ADJUSTED
BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE
MAY ALSO REQUIRE MODIFICATION BASED
UPON FIELD CONDITIONS.
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM
WATER CONVEYANCE AND ANY STRUCTURES AND /OR OBSTRUCTION TO STORM
WATER IS PROHIBITED.
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND
BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
HIGH - DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
EXISTING OR PROPOSED PUBLIC STREET RIGHT -OF -WAY MUST BE APPROVED BY
THE CITYS INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL
MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF
THE MATERIAL WITHIN THE PUBLIC RIGHT -OF -WAY.
GENERAL NOTES:
ALL OPENINGS (e.g., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT SHOULD BE
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND
SURFACE.
"AS- BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES AND BMP'S, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL
INSPECTION TO THE CITY /COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH
THE CITY /COUNTY SUBDIVISION ORDINANCE.
NON- STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT -OF -WAY REQUIRE A RIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH THE
(NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE INSTALLATION.
PRIOR TO PLAT RECORDATION, OFFSITE R/W AND /OR CONSTRUCTION EASEMENTS
ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE " OFFSITE
R/W ACQUISITION PROCESS ". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
CERTIFICATION AND STREET CUT PERMITS MAY BE REQUIRED FOR UTILITY CUTS ON
CITY STREETS. FOR INFORMATION CONTACT LYNNE HAIR AT THE TOWN OF
STALLINGS PLANNING DEPARTMENT (704) 821 -0315
i
i
1
,'PROPOSED 20''-
UTILITY EASEMENT
\� COs I
24" VALLEY CURB
& GUTTER
\\ ;T1
\\ \ 35'x35' SITE /
1 \ \TRIANGLE 7
0
DRIVEWAY \
D I ) i> \�
�
REET SIGN '�EIT
nM '
z�
tzi'
I�
M
W '
n '
I
DUKE POWER / DUKE ENERGY
CORPORATION
PIN 07141007A
J '\
r
i
32
05' /
/SF,�PG \
(TYP.)
10' WIDE NO CLEAR
BUFFER ALONG
PROPERTY LINE
10' WIDE NO CLEAR
\ BUFFER ALONG
PROPERTY LINE
CHRISTOPHER G. MOWBRAY
PIN 07141026
LENNAR CAROLINAS, LLC
DB 4305 PG 730
PIN 07141008
GRAPHIC SCALE
"" ""`""4z 1 inch = 40 ft„
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
N
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P"'J"T 140. MRH -13040
FMNAMR:
MRH13040 -S1
CHECKED BY: RMR
BRAWN BY:
CM /JL /RMR
scA1z:
07 -25 -2014
NO.
F
C -4
M WADAMS

GENERAL NOTES:
COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
ALL ROAD IMPROVEMENTS ON CHESTNUT ARE TO BE COORDINATED WITH THE TOWN
OF STALLINGS ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION.
DEVELOPER WILL PROVIDE STREET SIGNS
SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND /OR
APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD
CONDITIONS.
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.
IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
SUBSURFACE DRAINAGE FACILITIES MAY REQUIRED IN THE STREET RIGHT OF
WAY IF DEEMED NECESSARY BY THE INSPECTOR.
CURB AND GUTTER SHOWN ON PLANS ALONG CHESTNUT LANE MAY BE ADJUSTED
BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED STORM DRAINAGE
MAY ALSO REQUIRE MODIFICATION BASED
UPON FIELD CONDITIONS.
THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SIDE) IS TO PROVIDE STORM
WATER CONVEYANCE AND ANY STRUCTURES AND /OR OBSTRUCTION TO STORM
WATER IS PROHIBITED.
THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND
BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER
ACCUMULATIONS.
HIGH - DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN
EXISTING OR PROPOSED PUBLIC STREET RIGHT -OF -WAY MUST BE APPROVED BY
THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL
MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF
THE MATERIAL WITHIN THE PUBLIC RIGHT -OF -WAY.
GENERAL NOTES
ALL OPENINGS (e.g., DOORS, WINDOWS, VENTS) IN STRUCTURES BUILT SHOULD BE
LOCATED A MINIMUM OF ONE FOOT ABOVE THE ADJACENT FINISHED GROUND
SURFACE.
"AS- BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING
DESIGNED DITCHES AND BMP'S, MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL
INSPECTION TO THE CITY /COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH
THE CITY /COUNTY SUBDIVISION ORDINANCE.
NON- STANDARD ITEMS (ie: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT -OF -WAY REQUIRE A RIGHT -OF -WAY ENCROACHMENT AGREEMENT WITH THE
(NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE INSTALLATION.
PRIOR TO PLAT RECORDATION, OFFSITE R/W AND /OR CONSTRUCTION EASEMENTS
ARE REQUIRED TO BE OBTAINED ACCORDING TO THE GUIDELINES OF THE "OFFSITE
R/W ACQUISITION PROCESS ". THESE NEEDED R/W AND CONSTRUCTION LIMITS ARE
CLEARLY SHOWN ON THE ROADWAY IMPROVEMENT PLAN.
CERTIFICATION AND STREET CUT PERMITS MAY BE REQUIRED FOR UTILITY CUTS ON
CITY STREETS. FOR INFORMATION CONTACT LYNNE HAIR AT THE TOWN OF
STALLINGS PLANNING DEPARTMENT (704).821 -0315
NOTES,
1. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES. ALL
EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE
OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
2. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 SQUARE FEET OF IMPERVIOUS
AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION.
3. BEFORE YOU DIG STOP. CALL THE NC ONE -CALL CENTER AT 1 -800- 632 -4949.
IT'S THE LAW.
4. ALL ACCESS DRIVEWAYS WALL BE DESIGNED TO SUPPORT 80,000 LB LOADS
TEMPORARY JOHN HOWARD FAISON IV
CONSTRUCTION DB 1162 PG 684
EASEMENT PIN 07141001
PROPOSED EDGE
OF PAVEMENT
A-
EXISTING
CHESTNUT LANE
(60' PUBLIC R /W)
10' WIDE NO Cl
BUFFER ALONG
PROPERTY LINE
LINE OF
(SEE SHEETS P-8 8 AND C -5)
RED BARN IW
(50' PUBLIC R /W)
30 "X30 STOP SIGN (TYP.)
(CONTRACTOR TO INSTALL)
20' PUBLIC
STORM DRAIN
EASEMENT J
7" �M
III
SITE LEGEND
- - PROPERTY LINE
v SIGNAGE RIGHT -OF -WAY LINE
YARD LIGHTS — - - — - - — LOT LINE
LIGHT POLE — EASEMENT LINE
CENTERLINE
Cab POWER POLE — X— X —X —X— FENCE
TRAFFIC DIRECTIONAL ARROW
HANDICAP PARKING STALL
HANDICAP RAMPS
TOWNSHIP BORDER
POSSIBLE LOCATION
OF ENTRANCE SIGN /®
r C ♦ --
0710' R
CHESTNUT LANE TO HAVE J 1 ~
1.5" OVERLAY ACROSS -
ENTIRE WIDTH OF ROAD 30" STANDARD CURB -�.
ALONG FRONTAGE AND GUTTER T -
HENRY 0. AND
ELSIE G. EUBANKS
PIN 07141001D
/ I
20' LANDSCAPE
BUFFER (TYP.)
J TRANSITION JAPER r /
/ CHANG YUNG KI
AND SOON SUN
PIN 07141016A
10' X 70' SITE
TRIANGLE (TYP.)
' DONALD E. AND
EX. RED BARN KATHLEEN F. GOESSEL
TRAM PIN 07141001J
ELAINE A. NICHOLS (VARIABLE PUBLIC R /W)
PIN 07141001F
GRAPHIC SCALE
40 0 20 40 80
FINAL DRAWING - NOT RELEASjMhF`DRIOC4NSTRUCTION
N
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PROJECT NO. MRH -13040
FILENAME: MRH13040 -S1
CHECKED Hr: RMR
DRAIN BY. CM /JL/RMR
SCALE: 1"=40'
DATE: 07 -25 -2014
SHEET NO.
C -5
HU MCADAMS
GREGORY SETH LEONARD
/
DB 6234 PG 721
PIN 07141001E
EXISTING
RIGHT OF WAY
PROPOSED EDGE
OF PAVEMENT
1
'
POSSIBLE LOCATION
OF ENTRANCE SIGN /®
r C ♦ --
0710' R
CHESTNUT LANE TO HAVE J 1 ~
1.5" OVERLAY ACROSS -
ENTIRE WIDTH OF ROAD 30" STANDARD CURB -�.
ALONG FRONTAGE AND GUTTER T -
HENRY 0. AND
ELSIE G. EUBANKS
PIN 07141001D
/ I
20' LANDSCAPE
BUFFER (TYP.)
J TRANSITION JAPER r /
/ CHANG YUNG KI
AND SOON SUN
PIN 07141016A
10' X 70' SITE
TRIANGLE (TYP.)
' DONALD E. AND
EX. RED BARN KATHLEEN F. GOESSEL
TRAM PIN 07141001J
ELAINE A. NICHOLS (VARIABLE PUBLIC R /W)
PIN 07141001F
GRAPHIC SCALE
40 0 20 40 80
FINAL DRAWING - NOT RELEASjMhF`DRIOC4NSTRUCTION
N
N
NM
too G -8n
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PROJECT NO. MRH -13040
FILENAME: MRH13040 -S1
CHECKED Hr: RMR
DRAIN BY. CM /JL/RMR
SCALE: 1"=40'
DATE: 07 -25 -2014
SHEET NO.
C -5
HU MCADAMS

EROSION CONTROL NOTES:
CONSTRUCTION SE UENCE: 1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH NOTE: LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN CHESTNUT HOMEOWNERS ACCORDING TO THE FOLLOWING SCHEDULE:
2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH NC DENR PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE ASSOCIATION, INC a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
(704- 663 - 1699), THE BUILDING OFFICIAL AND LYNNE HAIR AT THE TOWN CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF PIN 07141006 SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
OF STALLINGS PLANNING DEPARTMENT (704- 821 -0315) TO DISCUSS THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
EROSION CONTROL MEASURES. PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN / AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH AT THE COMPLETION OF THE FINAL STAGE IN THE GRADING WORK EX. YARROW STREET CHESTNUT SUBDIVISION, PHASE / //, I FROM THE LAST LAND- DISTURBING ACTIVITY.
REQUIRED BY TH PROJECT. CHI ER STAGE OF PB. H PG. 25
DETAILS PROVIDED. E PRO E R EA NT IM AL • i U b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL 5O PUBLIC R/1P LOT 50
c
/ T ALEN D COVER AS SON AS PRACTICAL
4. PRIOR TO THE START OF CONSTRUCTION, ADJOINING PROPERTY OWNERS s � � I ))
PERMANENT STABILIZATION WITH N 0 CAL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
MUST BE NOTIFIED. \ PIN 071411 / �� � '
5. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF \ / f / LAND- DISTURBING ACTIVITY.
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS / / / 2.
BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE � \ " � � / SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH
REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS. \ / /�$ / / / \ \ a CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
WORKS. EROSION CONTROL INSPECTION SCHEDULE / 3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
6. INSTALL
DITCHES, SILT FENCE, INLET PROTECTION, STREAM CROSSINGS VERSIOOTHER % / \ \ / I i / / ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST \ SILT FENC \> F /� AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM.
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A \ ( )\ 1_ d
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS r OWTL T�'P. r /` THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE r /• � SEE SHEET D -4 \ / I / BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN /
LANE AND ROAD IMPROVEMENTS. PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN: CHESTNUT SUBDIVISION, PHASE 2 /'`.. ' %r / 1 { / THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL PB. H PG. 251 / ii -' / i' I i..:I: EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
7. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED /i i r- f/ j.. ! I / \
IMMEDIATELY AFTER CONSTRUCTION. MEASURES. LOT 51 / / ,> / ! / THE APPROVED PLAN CANNOT BE CARRIED OUT.
8. IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION, b. INSTALLATION OF SEDIMENT TRAPS BASINS. PIN 07141107 4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
/ / PRIOR TO BEGINNING CONSTRUCTION.
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE a CLEARING AND GRUBBING OF EXISTING GROUND COVERS. , r `EMPORARY \ / {j
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN. d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES \ ,1 Dlt(ERSION DITCIi \ -.�
9. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY PROVISION OF STABILIZATION. T!(ti \ \ / / ^) \) j XISTI4G ?/6' UTILITY EASEMENT 5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811)
/ ) :': / / % I OR 1- 800 - 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
INSPECTOR CLEARING & GRUBBING MAY BEING. e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE = r \ \ \ MILT /FRIDGE / l / 11 WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND
10. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS PROJECT. TEMPORARY CLEAN y' \ \ \ \ (TSP/.) I / / ss :: /' / / %/ SEWER LINES.
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL WATER DIVERSION
\ M
\'
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. DITCH \ \ � I L � / 1 / � / ' � I� I/ / LIMITS OF 6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO
REMAIN IN PLACE TO PREVENT EROSION E SITE. - \ \ \ / / \
11. ANY OFF -SITE BORROW AND/OR WASTE REQUIRED FOR THIS PROJECT 9• INSTALLATION OF STORMWATER RETENTION MEASURES. � �� /,• �, \ \ \ \ I / / /�/ /� II/ f � I' I ( / s�' ? /\ DISTURBANCE THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND CHESTNUT SUBDIVISION, PHASE 2 / / \ \ ,.%( / / 1.. l / (TYp,) DRAINAGE FACILITIES.
PB. H PG. 251 \
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED COVER IS FULLY ESTABLISHED. CHECK DAM ` / / r �I l ;/ is ' I / / 7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
LOT 57 r / / l / l' / / i :':' I
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION *CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION (TYP•) i / / i . / / ` / / / / i CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
PIN 07141113 � �I' /�/ � � .�;
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY. /I\ \ �' TEMPORAFj��r' (/ i f ? h I I / / / / OR RUNOFF.
12. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED, NOTE: s / / / / DUKE POWER / DUKE ENERGY
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING ANY EXISTING EASEMENTS TO BE / I \ i\ \
DIVE I�SIO�NJ BEM I \\ 1j.... 11\ / I / / / / \ / // CORPORATION 8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS. ABANDONED MUST BE APPROVED BY / i\ \\\ \ AND DITCLi I II , PIN 07141007A CONSTRUCTION ENTRANCES.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED THE BOARD OF COUNTY COMMISSIONERS, �� \. \! // /1 \ �� \ Ck{ECK D \ \\ \ l II `..W9?yAND l j \\ ILy FENCE / // r // / 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL UNION COUNTY DOES NOT HAVE THE - - - - _ - r \ \ \ \ \\ !? /: OUTLET /(TYPJ/ / \ / / SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH.
AUTHORITY TO DO S0. - - - - - '` I \ I�. ( � \ � `(T,YP.� \ � / S E /D 4 / / / / CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES. - r/ / \� \\ \ ENV INt700 5 \ \ E DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS
13. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO / �11 \I( \ \ \ 'I 'I /D UBLE ROW
RY
TEMP C VERT 1 SIT / OTHERWISE NOTED.
MAINTAIN PROPER E &SC CONTROL \ STOCK PILE `j - ,, � \ \ \ \ \ ' :: `j 11 '1 I / / \e ` /
14. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND `i',• 1 40 LF 15" \\ \ \ \ \ (TPI) 1 10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER " ' \ \ / RCO, ® 1 {00% \ \ \ \ TOP O y' I I 4 I , I I \� SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
APPROVED MEASURES AS SHOWN ON THE PLANS. CHESTNUT SUBDIVISION, PHASE 2 \ \\ \Y MPO Rll \ \\ \ BANK \ a I EM� 1 ( ON PLANS.
\ \ RA -}�� \ \ STR M CRbS IN
15. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL PB. H PG. 251 \ 1 - - C�LVE C OS 13 Ntl 1 \ \ 1 I p
f \ \ \ ' I \ 1 ` ` I I I I 11. SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK LOT 58 FROM THE SOLID WASTE SECTION OF NC DENR.
AND AFTER EACH RAINFALL PIN 07141114 I \I I 12. NO OPEN BURNING ALLOWED.
16. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1 i ) i P4 / / ) / \ l 1 � �,�► `IMV.I OUT: 17d0.?5 � - 1 \ \ 1 \ 1 �,
AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT / / i 1 I / I 1 I I j I Ill lk 021.00\ \ ` \ 13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED. I / /� [ _\ / \ \ J SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE - - - ' \ \ / \ \ \ 1�
\ \ \ \ \ \ i� 1 I / I it / r� -� \ I 1 TEM \CULVERT\ 2 \ I 1 1 14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
WHEN INUNDATED WITH SILT. 1 \ / r
/ \ f r / VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
17. SEDIMENT BASIN 1 AND SEDIMENT BASIN 2 ARE TO BE INCREASED IN / � / r _ - I \45�L )F \15"
DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER / ' \ \ \� / rr / / \ RCP \1.p1$ \ \ SUBJECT TO A FINE.
\ i / / / / . 1 \
MANAGEMENT FACILITY PLANS. \ / %/ �: i I 15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
18. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO i / / r r r // .; i..:: ; e :: ::::.. I l / / tNY. OU��01� 5 1 \ \ \\ DENUDED LIMITS.
POST - CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE 1 ( ,�EbIME�NT BAS/N # 1 % / r / / ' , / / /
11 D AINAGE AREA = 11.75 ACRE / / i // E r : /� / / / / / 16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
SECTION INSPECTOR. AND UNTIL APPROVED BY THE LAND QUALITY J 25' (L) X \121' (W) ^ I v d� ' c / ;:::'i::. i / / j// / I i I \ �I PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
/ I \ SUBJECT TO A FINE.
19. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL TMAL \ \ \\ // / // R5� / /t / / .......... J l/ �'•1 � /J 2CI' gER�ANEN l ' \ \\ 17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
AREAS OF THE PROJECT ARE STABILIZED. \ \ / I' SEW R EM NT \ \ \ \ REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
20. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY DISTURBED /DENUDED \ / / /� / /r%� / / /j/ I //A / /' � / I D B �7 1 \PG. 44� \ \ \ \\ \\ \ � \ \ \ DENR LAND QUALITY SECTION.
SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS \ (BASIN 0 BE STaL�ILIZED / / �� /. // ; ;:; / :~::.... /, 11/ l / / / (TO E EMVVE) \ \ \ \ \ \
PLANNING DEPARTMENT (704- 821 -0315) PRIOR TO REMOVAL OF EROSION AREA = 17.45* AC. IMMEDIA Y AFTER \ / / / // // i ° // 1: ' /l.` / f �` @ \ Q \ \ \ \ \ \ 18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
0 / / / / i :;:;:;:;:;:::.:.:::..: I //I 1l�' MPORARY\� \ \\ \\ \ \\ \ THAN 10' REQUIRE ADEQUATE TERRACING.
CONTROL MEASURES. \ IN\STALLATI \ / / 2 / / / / 1
21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN € \ \ \ r / / / / 1 : y' l 1 f l \CO%ST �JCTION EASEMENT \ \ \ i \ \ 19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
\ r / /
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING i l \\ \ \\ // / j; ; ; ; ; ; ; ; ; ; ; ;:;(:: ' } /�A .1 \ R.B731k PG. 1440 \ \ \\ \ �\ \ ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
AND DESIGN MANUAL. \::
22. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF \ \ \ \ BAFFLES 20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
THE SITE IS APPROVED BY THE INSPECTOR, THE PERFORMANCE BOND, IF \ \ ( ) l / / / / / :::::: ( •Ir I \\ \ \i \ \ RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
REQUIRED, WILL BE RELEASED. \ \ \ x/ ✓ / 1 ::::::::::::::i : c : i:::::i:::::::::1 iI I ( it I�► I
II:� \ \ \ \ L \ 21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
CLASS e' t E &MENT BAS /N \ 2\ \ \ CONSTRUCTION IS 17.45 ACRES.
RISER \& SKIMMER / / _ 2' RAP ;:;:: I \ IDRAI AGE AREA
I [ 2'x6'x22 "c: ) \ LENNAR CAROLINAS, LLC
{ a II ! ( SKIMMR TO \HAVE POSITIVE RAINAdE ?/ / // J /r . . I I �\ / / 114' ) X 80' W /
SEDIMENT BASIN �\ [ r \ .E: I: \ / I DB 4305 PG 730
TO ENSURE Fl7LLEWA(ERING) / // / / \ E :..: J t� \ / \ PIN 07141008
gyp? 1 I . ly DRAINAGE AREA \ 1 1 �S)CIMMER\ INV. EL 698.00( / / / / /i / ®1i 5 �.` . . :. ::: :::::: I \ (`!! \ I \ i / `: \\ \ / /
I I BAA IN FLOOR LEV: 694.00 // / / // / i . :' : ):; E ; I; ; \
PROPERTY LINE \ E / / // / :::Y::; 4 \
V /
SKS�IMER PIPEI INTAKE/ ELEV 6946 / / l:: isc ::......:::::::::::::::::::::'
8 / II I II J (TYP•) \ SKIMMER PIP DISCHARGE LEV: 613.83
� /�
/ / / / 1 \ \t l \ \\
FILTER FiR / / / /1/ X::: \ R r
J
SER MER . . . .
.' .. . . ...1/ : : : : : : \ D KATE
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SICOPk Al t� / / / �' / / I : � � \ ` \ I I °?, 1 � \ \TO ENS E FULL DEWATERING) \
TO ,BFI ALL / p / / / I . \. \ \ \ \ \ SKIMMER Ill ELEV: 701.00 \ R 3
• P i I 1 �l l l // b $j 7 / / / :::::fc':':::':'i ' i ::.::.. i.:.; C171S9 B...: I I \ ✓ \ \
fVE(fa E / / / 0 / / I1 :;::. r RIP: \RAC:::':. , 1 t �' \ \ BA§I FLOOR ELEV 700.00 1
JOHN HOWARD FAISON IV I I I l / l / / /// ! / / /Tp� �IN�W1y/%*ERE / / / // / / h: :�: ':'''' ,' ` ` ``` '�'t0'x6'x9�: \ \ \ \ 1 1 \ \ \ \ \ \ SKIM�R PIPE\INTAKS ELEV: 700.00 -_
DB 1162 PG 684 /I I l $$LOPEXCE D$ 7 / / / / _ \ '. i.. . ... '.':':'.'. . I I \ \ \ \ \ \ SKIMMER PIPE DISCHARGE- ELEV: 699.64
PIN 07141001 / II / / 1 I II I I / / / 1 F.E 1It� HEI HIi. / / / / / I :.:(: :\: : ..... . . . ` \:': :'�� \c i:a:: :�.I \\'� \ \�
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II I' TEMPORARY / / I ( \ \ \ \ - _ . . l 1 �.l / l 1 ?. 1 I
ELSIE G EUBANKS I V� / / \ _ _' r / /! 1 \`
VI r / / I 1 V LOO uN V V A \ V= x (TYP.) .
PIN 07141001D { I CONSTRUCTION \I
EASEMENT / / / / V A A V A V A
\ \ :!_ _ _ - - �l \ TEM RARY _
STOCK ILE
TREE SAVE
J r I
/ CHRISTOPHER G. MOWBRAY
PIN 07141026
?
-
�.g
OP F 1 3E1M€NT BASIN
D P GE AREA � 1
I ARTHUR P. AND
R. 1,J / ,) MARTHA A. REIN J
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PIN 07141025
ELAINE A- . N ICHOLS- I I r'7I r r ! / L r
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/ SILT F RO
fI - /// / / / ' ✓ \ / / 1 `� \\ Jr`� / // /
(Ty k) N¢E FNCEEEK DIC TED \ \ \ \ I \\
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DONALD E. AND 1 4 r/ // fir/ // / Jp d0 I YC III IIIII AV SILT IEN�E
KATHLEEN F. GOESSEL ( 1 / / / / ' ( I / A 1 \ \ \ \ I
/ / d / ��� I S EL�E� q A A t I
PIN 07141001) l l_ I / I // l �� Jf /� \ \ / / 1 IIIIIII�� ^ \\
EXISTING
v \ \\ \VA \� ��\ \\ 1 EASEMENTY
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TRAIL �\ 1 \ \ \ \\ - -_ \ DRAINAGE /�CONCZ` \ EXISTING
(VARIABLE PUBLIC R /W)\ \ \ \ \\ \ \ \ _ _ --TEMPORA Y \\ \ \ \ \ \\ . ; POND e
4\ \ \ \ \ \\ DITCBERM \\
\
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REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
\ I
TEMPORARY CLEAN
LIMITS OF WATER DIVERSION
DISTURBANCE DITCH
CHANG YUNG KI \ �\ ;\ \ 9 (TYP•) I
AND SOON SUN A \ \ \ BYARD GORDON CLEMMONS
PIN 07141016A \1 �\ DB 5719 PG 006
\\ \\ \ PIN 07141001E
\ 0
\� \\\ NOTE:
\ �\ DO NOT BUILD SEDIMENT BASIN //2
`' UNTIL EXISTING SEWER IS RELOCATED
\� `A\ AND ACCEPTED BY UCPW
Sediment Basin 1 Data Block
Basin Volume
Basin Surface Area
Cleanout
Skimmer
Skimmer
Basin
Drainage
Denuded Area
Depth
H (Feet)
Z (Feet)
L (Feet)
T (Feet)
W (Feet)
Pipe Dia.
Orifice
Required
Provded (Cubic
Required
Provided
Area (Acres)
(Acres)
010
(Cubic FT.)
FT.)
(SQ FT.)
(SQ FT.)
(FT.) H/2
(in.)
Dia. (in.)
Basin #1
11.75
1 11.75
1 49.56
1 21150
97179
1 21558
1 24454
1.28
1 6.0
5.5
1 N/A
WA
N/A
6.00
5.80
Sediment Basin 2 Data Block
Basin Volume
Basin Surface Area
Cleanout
Skimmer
Skimmer
Basin
Drainage
Denuded Area
Depth
H (Feet)
Z (Feet)
L (Feet)
T (Feet)
W (Feet)
Pipe Dia.
Orifice
Required
Provided (Cubic
Required
Provided
Area (Acres)
(Acres)
010
( Cubic FT.)
FT. )
(SQ FT.)
(SO FT.)
(FT.) H12
(in:)
Dia. (in.)
Basin #2
3.65
3.65
15.39
6570
35300
6697
9046
1.30
6.0
5.5
N/A
N/A
N/A
4.00
3.70
EROSION CONTROL
WOODED SILT FENCE OUTLET
INLET PROTECTION
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-BERM-BERM- PERIMETER BERM
-SF-SF-SF- SILT FENCE
_TP_TP_TP_ TREE PROTECTION
_LD -LD LIMITS OF DISTURBANCE
DIVERSION DITCH
CONSTRUCTION ENTRANCE
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. MRH -13040
r''n'El MRH13040 -EC1
CRECEED BY: Rill
DRAWN BY: CM /JL /RMR
scATE:
1'=60'
DATE' 07 -25 -2014
SHEET NO.
C -6
1111 MCADAMS

EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND- DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED
AND TH E OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM.
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
THE APPROVED PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811)
OR 1- 800 - 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND
SEWER LINES.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE
SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH.
CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS
OTHERWISE NOTED.
10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
ON PLANS.
11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
FROM THE SOLID WASTE SECTION OF NC DENR.
12. NO OPEN BURNING ALLOWED.
13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
VIOLATION OF THE CITY /COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
DENUDED LIMITS.
16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
DENR LAND QUALITY SECTION.
18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING.
19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
CONSTRUCTION IS 17.45 ACRES.
CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH NC DENR
OFOSTALLINGS9PLANNING DEPARTMENT (704-821-0315) OFFICIAL 21-03 5 TO DISCUSS TOWN
EROSION CONTROL MEASURES.
3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH
DETAILS PROVIDED.
4. PRIOR TO THE START OF CONSTRUCTION, ADJOINING PROPERTY OWNERS
MUST BE NOTIFIED.
5. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER
BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE
REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
WORKS.
6. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION
DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN
LANE AND ROAD IMPROVEMENTS.
7. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED
IMMEDIATELY AFTER CONSTRUCTION.
8. IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION,
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN.
9. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING & GRUBBING MAY BEING.
10. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF SITE.
11. ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
12. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
13. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO
MAINTAIN PROPER E &SC CONTROL.
14. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER
APPROVED MEASURES AS SHOWN ON THE PLANS.
15. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK
AND AFTER EACH RAINFALL.
16. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT
WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED.
FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE
WHEN INUNDATED WITH SILT.
17. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN
DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER
MANAGEMENT FACILITY PLANS.
18. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO
POST - CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE
BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY
SECTION INSPECTOR.
19. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL
AREAS OF THE PROJECT ARE STABILIZED.
20. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS
PLANNING DEPARTMENT (704- 821 -0315) PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
22. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF
THE SITE IS APPROVED BY THE INSPECTOR, THE PERFORMANCE BOND, IF
REQUIRED, WILL BE RELEASED.
/1 \
CHESTNUT SUBDIVISION, PHASE 2
PB. HO PG. 251
L 51
PIN 07141107 �,v
CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
LOT 57
PIN 07141113
- TEMPORARY CLEAN
WATER DIVERSION /
DITCH m \
ECK DAM���v \�A \ \VAAV AAA
CONTRACTOR TO� \ \ \ \ \ \
ENSURE POSITIVE I V. �N: \ 70.6
CHESTNUT SUBDIVISION, PHASE 2 \ \ TEMPORARY DRAINAGE ALONG I TEMP. ICUL�/ERT I \ \
PB. H PG. 251 \ STOCK PILE TEMPORARY 40 LF 15"
\ - DITCH /BERM RC � ®11 06% 1 1 \
r j ,
PIN L071411114 \ I /I \ - \\ T�MP RAi2Y
� 1 \l
C LVE T ICR S IN() 1
I �. /QUTJ 7 0. 5 1
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF
THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
*CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION
TMPORARY �� / L DOUBLE ROW
E ENCE
/ / ( SILT F
DIVERSION DITC � (TYP.)
II ! I I I II I I- 11
I! I e I I 5ED /MNT BASIN� /'
i
DRAINAGE AREA = 11.75 ACRE
I I I I \ \ \ 25, (L) X 1 \Z1, (W) i / ! /; / // % .:. J / /
,I
ilk
\ \ *BASIN\TO BE STA LIZED / / // / / DOUBLE ROW 1
IMMEDIAT LY AFTER / / / / / / / / : SIC[' FENCE.....
I 11 II 1 \ INSTALLATI N \ / I / / / / y.::::..:(TYP);:
/
BAFFLES
SSER &\SKIMME�
KIMMER b0 HAVE\ POSITI�E DRAINAG / / / // /
I I I \ TO NSURE \FULL OEWATERING)
j / SILT: FEtJ. .
SKIMER INV ELEV� 695.00 / / / / I I
II�III I E BASIN\\ FLOOR OUTLET
I' p ° 1 \SKIMMER PIPE( INTAKE EL : 694.00/ / /r CLASS B : I
6 I I TEMPORARY SEr :SH.D =4
I I CONSTRUCTION f \ SEDIMENT BASIN /
I DRAINAGE AREA \ \ i )SKIMMER PIPE DISGHARG�ELEV: ���8 // / : j I
RIP RAP i
1 I E I9 EASEMENT (TYP.) \ I \ I FILTER BEE2M / / // / / 12x6 x�2
P D Al /
/TpPB II�S4TA D \
/�i // / //I /// z y..
Td C N AT / I
f
II 3 1 I I JOHN HOWARD FAISON IV I // / TO ASYN� HE / / / / // / / P // //I : : : : : : : : ::::... . . . . .... . .:.:.:
( I 1 I d DB 1162 PG 684 b,.� I 1 // / E E/E EEE9 h/ / / / /// // / %::
PIN 07141001 I / / / / G/ _ _ :::
HENRY 0. AND JI I1 I d I I �/ // / / / // / / i / / f..:...:.. . \. .'
ELSIE G. EUBANKS J m E \I I /l l l / // / �/ /� / / /Id/ / / ( I
PIN 0 71 41 0 01 0 / /
P Op�Ep 1 0 R. /
4b rN P r /
i oI k I / 119 / / / %..... ; :....... .
F L E /
II I m I I 10' WIDE NO CLEAR, S
I
BUFFER ALONG/
I 19 I PROPERTY LINE
\ \
1 ^ 1 LIMITS OF
DISTURBANCE
�I ,I
\ \ -- - - - - -- --
I \10' WIDE NO CLEAR - - --
/ I I I 9 PROPERTY LINE BUFFER ALONG
V PROPERTY LINE - - - _l_ - - - - - - _ -
- - -
I -
I � -�', -� II i /
L-}- / 1 1
I I J 10' x,10
ELAINE A. NICHOLS ii - CONCRETE
PIN 07141001E I II I LJ / WASHOUT STATION ATED
DEDI
ToP of
�"l is - �� / / / I TREE SAVE BANK
P
\ \\ \ 1 AREA
PR,0OSED 10 Y
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DONALD E. AND AI / \I \IDjEV�RON DITCH (1 WETTILPP) S G
KATHLEEN F. GOESSEL
PIN 07141001) t �1 / / / / / V / / / �� r1 �� .:.:
CENTERLINE
OF CREEK
,r I
TEMPO
RAR
I / \ CONSTRUCT N
\ ENTRANCE (1 0 LF
EPIONpG
\ \ \\\► `
EX. RED BARN
(VARIABLE PUBLIC R /W)
CHECK DA
4�x A v v A
(TYP A \\ v v
.)
J TEMPORARY CLEAN REVOCABLE LIVING TRUST
AL
CHANG YUNG KI \ 10' WIDE NO CLEAR I DB 4680 PG 414
AND SOON SUN \ \� \ L \ °� BUFFER ALONG LIMITS OF WATER DIVERSION PIN 07141020
PIN 07141016A \ \ \b \ \�� \ \ PROPERTY LINE (�TTURBANCE DITCH I
\\ \ I
GREGORY SETH LEONARD
\ \ h \\ \ DB 6234 PG 721 I
\\ \ 9 PIN 07141001E
MATCH LINE - SEE SHEET C -6C
Sediment Basin 1 Data Block
SILT FENCE OUTLET
Drainage
Denuded Area
FILTER BERM
Basin Volume
Basin Surface Area
Cleanout
PERIMETER BERM
- SF- SF -SF-
SILT FENCE
- TP- Tp -Tp-
TREE PROTECTION
Skimmer
Skimmer
Required
Provided (Cubic
Required
Provided
Basin
Depth
H (Feet)
Z (Feet)
L (Feet)
T (Feet)
W (Feet)
Pipe Dia.
Orifice
Area (Acres)
(Acres)
010
(Cubic FT.)
FT.)
(SQ FT.)
(SQ FT.)
(FT.) H/2
(in.)
Dia. (in.)
Basin #1
11.75
11.75
49.56
21150
1 97179
21558
24454
1.28
6.0
8.0
N/A
N/A
N/A
6.00
5.80
NOTE
ANY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
THE BOARD OF COUNTY COMMISSIONERS,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
TOTAL
DISTURBED /DENUDED
AREA = 17.45t AC.
EROSION CONTROL LEGEND
IIIIIIIII
SILT FENCE OUTLET
INLET PROTECTION
NFAW
FILTER BERM
400
CHECK DAM
- BERM -BERM
PERIMETER BERM
- SF- SF -SF-
SILT FENCE
- TP- Tp -Tp-
TREE PROTECTION
-Lp LD-
LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
NAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT No. MRH -13040
PD.ENAw: MRH13040 -EC1
CRECEED BY: RMR
Dm"N BY: CM /JL /RMR
SCALE: 1"=50-
DATE: 07 -25 -2014
SHEET N0.
C -6A
J MCADAMS

\CHESTNUT HOMEOWNERS
ASSOCIATION, INC
f PIN 07141006
CHESTNUT SUBDIVISION, PHASE 2 ,O°• /
PB. H PG. 251
EX. YARROW STREET LOT 50 TOP OF
PIN 07141106 BANK
50 PUBLIC R/lP Z, i d
% i �/ / ( \ ` / / 20' PERMANENT
/ SE IMEN1\ BASIN 1 � SEWER EASEMENT
CHESTNUT SUBDIVISION, PHASE 2 / D NAGE Y1REA' ) f D.B 3731, PG. 440
PB. HO PG51 251 J, Mt.)
PIN 07141107 \ I CO TRA TOR I J/
i
� Q
/� ENEI POSITIV \ / / p(/ a / 10' TEMPORARY
/ ��- Bft»tCCCII Ed ALON i : :: 1 / \ / Cr�NSTRUCTION EASEMENT
TEMPORARY CLEAN TEMPO RY / !! /j /J / / D.8 3731, PG. 440
WATER DIVERSION /j / / TEMPORARY / DIT /BERM
DITCH / I ( DIVERSION �E /
F�ROPOSFr lOOYR.
a \ \ t OD LING
`\ G LIMITS OF
\ / / :f ,\ DISTURBANCE
/ "\ i
1 I
CONSTRUCTION SEQUENCE:
EROSION
CONTROL NOTES
1.
OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH
1.
SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
Basin Surface Area
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
I
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
2.
SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH NC DENR
ACCORDING TO THE FOLLOWING SCHEDULE:
Skimmer
(704- 663 - 1699), THE BUILDING OFFICIAL AND LYNNE HAIR AT THE TOWN
Provided (Cubic
c. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
Provided
OF STALLINGS PLANNING DEPARTMENT (704 -821 -0315) TO DISCUSS
Area (Acres)
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
EROSION CONTROL MEASURES.
H (Feet)
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
3.
APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
W (Feet)
I
AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
Orifice
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH
FROM THE LAST LAND- DISTURBING ACTIVITY.
Q10
DETAILS PROVIDED.
FT.)
(SQ FT.)
4.
PRIOR THE START OF CONSTRUCTION, ADJOINING PROPERTY OWNERS
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
MUST BE E N
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL
5.
PRIOR CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER
3.65
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
15.39
BETWEEN N (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE
19205
LAND- DISTURBING ACTIVITY.
6932
REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
2.
SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH
1 N/A
WORKS.
I WA
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
6.
INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION
3.
REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY
AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM.
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT
LANE AND ROAD IMPROVEMENTS.
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING
7.
CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
IMMEDIATELY AFTER CONSTRUCTION.
THE APPROVED PLAN CANNOT BE CARRIED OUT.
8.
IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE
4.
CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN.
PRIOR TO BEGINNING CONSTRUCTION.
9.
CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
5.
THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811)
INSPECTOR CLEARING & GRUBBING MAY BEING.
OR 1- 800 - 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
10.
LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
SEWER LINES.
11.
REMAIN IN PLACE TO PREVENT EROSION OF SITE.
ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT
6.
EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED
DRAINAGE FACILITIES.
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION
7.
PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
12.
BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED,
OR RUNOFF.
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
B.
ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
CONSTRUCTION ENTRANCES.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
TEMPORARY / / / / / l akll/ l ! // // / i DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL 9• SIDE VOED THE ATRENCH TO ALLOW MATERIAL TOB ERODE CNDTO ON THE HTRENCH.
E
STOCKPILE / / / / WETLANDS ' /:::: \ / ( / / / MEASURES MAY BE NEEDED AS GRADING PROGRESSES. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
/ / J / / / 13. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO
�NP') I g1 II / MAINTAIN PROPER E &SC CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS
14. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND OTHERWISE NOTED.
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER 10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
APPROVED MEASURES AS SHOWN ON THE PLANS. SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
D'Ol/'BL� GE / � / / 15. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL ON PLANS.
\ IL F NCE / / \ EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK
{\ .. .. \ T 11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
a\ \ AND AFTER EACH RAINFALL. FROM THE SOLID WASTE SECTION OF NC DENR.
DUKE POWER / DUKE ENERGY 16. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
ies / / / CORPORATION AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT 12. NO OPEN BURNING ALLOWED.
\ PIN 07141007A
INV. IN: 700.65 : � ` 1 I I �A ' WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED. 13. ALL TREES &BRUSH REMOVED DURING CLEARING &GRUBBING OF SITE
1 � �: �•: . _ . `\ . I II ( FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
jILIZEq ST�2EAM / /� WHEN INUNDATED WITH SILT.
TEMP. CULVERT 1 j I IIWW 14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
40 LF 15" \ ,' I� \ R SS GI \ 17. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN VIOLATION OF THE CITY /COUNT( EROSION CONTROL ORDINANCE AND IS
:.': I I DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER
RCP 1.00% \ \ \ \I ' MANAGEMENT FACILITY PLANS. SUBJECT TO A FINE.
TEMPORARY \ I I 18. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO 15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
CULVERT CROSSING SILT FENCE I 1 POST- CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE DENUDED LIMITS.
INV. OUT: 700.25 OUTLET (i1 .) 1 I 1 \ BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY 16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
SEE SWEET D -4 \\ INS. IN: �0�.001 ` �� I SECTION INSPECTOR. PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
I PROPERTY LINE 19. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL SUBJECT TO A FINE.
T P CLL�ERT \2 \\ \ \�� (TYP.) AREAS OF THE PROJECT ARE STABILIZED. 17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE � 20. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
T5.20 F 15C \ SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
RCP 7.1 \1 %\ 1 I \ PLANNING DEPARTMENT (704- 821 -0315) PRIOR TO REMOVAL OF EROSION DENR LAND QUALITY SECTION.
` i \ \ I / \ INV. OUT: 70, I 1 I ��\ CONTROL MEASURES. 18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
. :::_ .- . /; /;: :;� l 21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN THAN 10' REQUIRE ADEQUATE TERRACING.
l ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING 19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
• I f // HECK D�M AND DESIGN MANUAL. ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
/1P /) / / 1 \ 22. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF 20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
/ / / \ THE SITE IS APPROVED BY THE INSPECTOR, THE PERFORMANCE BOND, IF
/ /�/ // AI \ REQUIRED, WILL BE RELEASED. RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
1 I I
$0' �EF�MAtyENT / 21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
j j EEAA EE ll
l I ' V TEMPORARY CLEAN NOTE: CONSTRUCTION IS 17.45 ACRES.
C / / EW R S ME T I
....:: /.:/ / / / D.B137$1, G.�4 \ \ \ \ \ \ \ \ WATER DIVERSION ANY EXISTING EASEMENTS TO BE
(T0 BE( REOVED \ \ \ \ \ \ DITCH ABANDONED MUST BE APPROVED BY
\ \ \ \ \ \ \ \ \ THE BOARD OF COUNTY COMMISSIONERS,
\ \ \ \ \ \ \q \ UNION COUNTY DOES NOT HAVE THE
-r10' T MP�ORAL\Y
).:,:I. / % l CON RUCTION EAS ENT \ \ \ \ \ \ 10' WIDE NO CLEAR AUTHORITY TO DO SO.
D.B 731, \PG. 40 \ \ \ \ \ \ \ \ \ \ \ \ PROPERTY ALONG
.: t l I l \ SCOPE �9RAIN
/ / / I \TO BE INLSTALLE \ \ \ \ \
A ( 1 I \ 0 C NVEYI WAT R
R
yi f SLOPE EXC EDS \\ \ \ \ \ \ ♦ \ \ .tW�•
C6 ... . ..:.:.:::.:.:.:.:: .......::�.;.I•:I.: �. I I (t 1(I '�►r /� TEEIIIN H IGHT. \ \ \ \ / TOTAL
!\ \/ \ \
f BAFFLES \ \ \ \ DISTURBED /DENUDED
fiTYP.> V A
E . E I \ 1 \ SEDI ENT BA I \ \ / AREA = 17.45± AC.
W Ir , ] I %\ l / DRAI AGE AR \
1 ( I �\ / / (TYP / LENNAR CAROLINAS, LLC
\'\ I' 1 \ \ \ ` / / DB 4305 PG 730
I /\ 1 / \\ \ \ / PIN 07141008
`: 7 SEDI ENT BIAS /N I 2
>=1LT}t�R BERM 1 �o ( I DRAIN GE AREA =/3.65 ACR 1 /
{TYP. ) \ Ia 1 I \1 114' (1) X 80' (W)/. \
*BASINS TO BE ST BILIZED
. . . . . . . . ....: IMMEDIATELY AFTER
1 1 INSTALLATION \ ♦ - -
1::::.:.:: ( \ D DI ATE
\: l \ j�ISER &I SKIMMER \ TREE SAVE
\ :�:.:.' 11 \" 1 \ \ (SKIMMER\ 0 HAVE POSITIVE DRAINAGE \ REA \
................. \ 11 \ `. \ \ \ \
TO NSURE ULL D TERING \ \
\' \ SKIM ER INV. ELEV: 701\00 \ \
\ :: ' : ' :\ .. \ \ \ \ \ \ BASIN FLOOR ELEV! 700.09 \ -
: { \:::::: \:::. I I \ " \I \ \ 1 TEM ORARY IMMED PIPE INTAKE ELEV 700.00 /
\j \\
/: ! \ \ \ IVEION DITC�I S MMER IPE DISCHARGE ELFZV: 699.621- - - _
.
`
:`
i
.:.:.:.:.: ..::::';.:�II:
i %. ,I '
-CHRISTOPHER G. MOWBRAY
PIN 07141026
CHECK D
\(TYP.)
IL PORARY STOCK -
.ARTHUR P. AND
PROPOSED 100YR. \ �. MARTHA A. HEIN JR.
FLOOD LINE �\ ' \ \ _ I DB 3493 PG 310
\LUB PIN 07141025
FEN �CI
RO \ w� "' MITS OF \ \
1 (I . 11 I I I I / I \ P• \ i \ DISTURBANCE
\ \ \ \ (TYP.) A
LA \\ TREE SAVE \ \ \ \ DONNELLY CARLTON CAMERON
BANK F ( ) I ' REA \ \ DB 3634 PG 699
TOP 0 \ PIN 07141022
\ \ \ \ 10' WIDE NO CLEAR
BUFFER ALONG
PROPERTY LINE
NOTE
CENTERLINE .' {: \ \ 1
OF CREEK XI \ EXISTING t DO NOT BUILD SEDIMENT BASIN #2
0 20' UTILITY UNTIL EXISTING SEWER IS RELOCATED
EASEMENT AND ACCEPTED BY UCPW
` REVOCABLE LIVING TRUST
` DB 4680 PG 414
PIN 07141020
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF
THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
EROSION CONTROL INSPECTION SCHEDULE
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
c. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
*CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION
EROSION CONTROL LEGEND
SILT FENCE OUTLET
INLET PROTECTION
R� FILTER BERM
CHECK DAM
- BERM -BERM PERIMETER BERM
- SF- SF -SF- SILT FENCE
-TP -TP -TP - TREE PROTECTION
-Lp LD UMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE
Sediment Basin 2 Data Block
Drainage
Denuded Area
Basin Volume
Basin Surface Area
I Cleanout
I
I
Skimmer
Skimmer
Required
Provided (Cubic
Required
Provided
Basin
Area (Acres)
(Acres)
Depth
H (Feet)
Z (Feet)
I
L (Feet)
I
T (Feet)
I
W (Feet)
I
Pipe Dia.
I
Orifice
Q10
(Cubic FT.)
FT.)
(SQ FT.)
(SQ FT.
(FT.)
(in.)
Dia. (in.)
Basin #2
3.65
3.65
15.39
6570
19205
6697
6932
1.31
4.0
1 6.0
1 N/A
I N/A
I WA
1 4.00
3.70
GRAPHIC SCALE
0 25 50 100
1 inch = 50 ft.
RELEASED FOR CONSTRUCTION
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rEOrECr No. MRH -13040
mRNAm: MRH13040 -EC1
CHECKED BY: RMR
DRAWN BY. CM /JL /RMR
SCME: 1"=50'
DATE: 07- 257 014
SHE6%' N0.
C -6B
'J MCADAMS

CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH NC DENR
O704- 663 -1699 THE BUILDING OFFICIAL AND LYNNE HAIR AT THE TOWN
F STALLINGS PLANNING DEPARTMENT (704- 821 -0315) TO DISCUSS
EROSION CONTROL MEASURES.
3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE 1N ACCORDANCE WITH
DETAILS PROVIDED.
4. PRIOR TO THE START OF CONSTRUCTION, ADJOINING PROPERTY OWNERS
MUST BE NOTIFIED.
5. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER
BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE
REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
WORKS.
6. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION
DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN
LANE AND ROAD IMPROVEMENTS.
7. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED
IMMEDIATELY AFTER CONSTRUCTION.
8. IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION,
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN.
9. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING & GRUBBING MAY BEING.
10. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF SITE.
11. ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
12. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
13. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO
MAINTAIN PROPER E &SC CONTROL.
14. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER
APPROVED MEASURES AS SHOWN ON THE PLANS.
15. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK
AND AFTER EACH RAINFALL.
16. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT
WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED.
FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE
WHEN INUNDATED WITH SILT.
17. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN
DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER
MANAGEMENT FACILITY PLANS.
18. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO
POST - CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE
BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY
SECTION INSPECTOR.
19. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL
AREAS OF THE PROJECT ARE STABILIZED.
20. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS
PLANNING DEPARTMENT (704 - 821 -0315) PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
21. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
22. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF
THE SITE IS APPROVED BY THE INSPECTOR, THE PERFORMANCE BOND, IF
REQUIRED, WILL BE RELEASED.
EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
c.ALL PERIMETER DIKES SWALES DITCHES PERIMETER SLOPES AND ALL
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND- DISTURBING ACTIVITY.
b.ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED
AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM.
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
THE APPROVED PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811)
OR 1 -800- 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND
SEWER LINES.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE
SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH.
CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS
OTHERWISE NOTED.
10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
ON PLANS.
11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
FROM THE SOLID WASTE SECTION OF NC DENR.
12. NO OPEN BURNING ALLOWED.
13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL..
14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
VIOLATION OF THE CITY /COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
DENUDED LIMITS.
16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
DENR LAND QUALITY SECTION.
18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING.
19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
CONSTRUCTION IS 17.45 ACRES.
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
PREPARATION FOR HE INITIAL STAGE OF
CLEARED AND GRUBBED IN R T
THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
c. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
*CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION
NOTE:
ANY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
THE OARD OF COUNTY COMMISSIONERS,
,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
SEDIMENT BASIN
DRAINAGE AREA MATCH LINE - SEE SHEET C -6A
immiam LIMITS OF ° i PROPERTY LINE
DISTURBANCE al JACK AND BETTY STAFF (TYp) -" - (TYp')
DB 3602 PG 154 I TEMPORARY
PIN 07141115 CONSTRUCTION JOHN HOWARD FAISON IV / 10' WIDE NO CLEAR
�_ - - EASEMENT DB N 0 41 01 G i BUFFER ALONG
PIN 07141001 �. PROPERTY LINE
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TOTAL
DISTURBED /DENUDED
AREA = 17.45* AC.
TEMPORARY
CONSTRUCTION
ENTRANCE (100 LF
TYP.) /
EXISTING GUSTNUT LANE
®® ..gym - �. _...
UBLIC R /W)
SILT FENCE
(TYP.)
HENRY 0. AND
ELSIE G. EUBANKS
PIN 07141001D
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DONALD E. AND
KATHLEEN F. GOESSEL
PIN 07141001)
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GREGORY SETH LEONARD
DB 6234 PG 721
PIN 07141001E
LIMITS OF
DISTURBAI
(TYP.)
CHECK
(TYP.)
TEMPORARY CLEAN / r
I WATER DIVERSION
DITCH
EX. FAIRFOREST-
DRIVE
(VARIABLE PUBLIC R /W)
FILTER
(TYP.)
I
/ a
GARY AND LAURA SHEPARD /
DB 3633 PG 342
PIN 07141019
t
- EX. RED BARN
TRAIL
(VARIABLE PUBLIC R /W)
CHANG YUNG KI
AND SOON SUN
PIN 07141016A
i
JAMES AND LYNDA GREENLESS
DB N/A PG N/A
PIN 07141040
i
MARK AND NANCY DECHANT
DB N/A PG N/A
PIN 07141015
i
KHANDAKER T. RAHMAN
MIRZA R. ROKSANA
DB 6228 PG 711
PIN 07141001L
EROSION CONTROL LEGEND
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-BERM-BERM
-SF-SF-SF-
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SILT FENCE OUTLET
INLET PROTECTION
FILTER BERM
CHECK DAM
PERIMETER BERM
SILT FENCE
TREE PROTECTION
LIMITS OF DISTURBANCE
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT 404=E
�AMF:
CHECKED DRAWN BYSCALE: 1 " =50'
DATE: 07 -25 -2014
SHEET NO.
C -6C
M MCADAMS

EROSION CONTROL NOTES: CONSTRUCTION SE UENCE:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE 1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED CAROLINA DEPARTMENT ENVIRONMENT AND NATURAL RESOURCES.
2. SET UP AN O99 SITE PRE-CONSTRUCTION CONFERENCE WITH NC DENR
ACCORDING TO THE FOLLOWING SCHEDULE:
704- 663 -1699 AND LYNNE HAIR AT THE TOWN OF STALLINGS PLANNING
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL DEPARTMENT (704-821-0315) TO DISCUSS EROSION CONTROL MEASURES.
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE 3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
PROVIDED TEMPORARY CTIICALL BUT RN ANY EVENT WITHIN 7 CALENDAR DAYS DETAILS PROVIDED INSTALL STABILIZATION WNDOVER PERMITS, `
GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH
AS SOON AS P I EX. YARROW STREET �
FROM THE LAST LAND- DISTURBING ACTIVITY. 4. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER 50' PUBLIC R /W
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE ��
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST WORKS.
5. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION \
LAND- DISTURBING ACTIVITY. DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY \
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL. TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN \
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED LANE AND ROAD IMPROVEMENTS.
AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. 6. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED \
SILT FENCE
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED IMMEDIATELY AFTER CONSTRUCTION.
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT 7• IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION, CHESTNUT SUBDIVISION, PHASE 2 ('') /
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE PB, H PG. 251
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN. LOT 51
THE APPROVED PLAN CANNOT BE CARRIED OUT. 8. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY \ PIN 07141107
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES INSPECTOR CLEARING & GRUBBING MAY BEING. \ /1
9. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
PRIOR TO BEGINNING CONSTRUCTION. GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811) REMAIN IN PLACE TO PREVENT EROSION OF SITE. \® \ /
OR 1 -800- 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY 10. ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT \` \ \ ��\
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
SEWER LINES. REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED \ - \� \ \\ \
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION \\ \
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
DRAINAGE FACILITIES. 11. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING CHESTNUT SUBDIVISION, PHASE 2 \ y �� / TFPE"
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS. PB. H PG. 251 /
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED LOT 57
OR RUNOFF. / \
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL PIN 07141113
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE MEASURES MAY BE NEEDED AS GRADING PROGRESSES.J° \
CONSTRUCTION ENTRANCES. 12. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO 'Y
YPEBk
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE MAINTAIN PROPER E &SC CONTROL. _ _ - - _
SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH. 13. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS -ANB - '-- - -
CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER CHESTNUT SUBDIVISION, PHASE 2
APPROVED MEASURES AS SHOWN ON THE PLANS.
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS PB. H PG. 251 x
OTHERWISE NOTED. 14. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL LOT 58 `� I ,� \ \TYpE
10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE AND EROSION EACHLRAINFALL AND STRUCTURES . INSPECT ONCE PER WEEK PIN 07141114,
SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN 15. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
ON PLANS. AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT / V\
11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED. 40
FROM THE ZONING ADMINISTRATOR. FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND 70 DIE
12. NO OPEN BURNING ALLOWED. WHEN INUNDATED WITH SILT. I x /� HYPE "B°
16. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN I jNL PROTECTION
13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATEB - - i ( ��� I
SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL MANAGEMENT FACILITY PLANS. \ \\ ���W /PSILT SACK
14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN 17. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO )
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS POST - CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE
SUBJECT TO A FINE. BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY I 4a" B"
�
SECTION INSPECTOR.
15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO TYP 18. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL I / I ' / \
DENUDED LIMITS. AREAS OF THE PROJECT ARE STABILIZED.
16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL 19. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS
SUBJECT TO A FINE. PLANNING DEPARTMENT (704- 821 -0315) PRIOR TO REMOVAL OF EROSION
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE CONTROL MEASURES. - -�-- - - -- /
REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC 20. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
DENR ENGINEERING DEPARTMENT. ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING I /
AND DESIGN MANUAL. I 2
18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER r
21. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. �F\
THAN 10' REQUIRE ADEQUATE TERRACING. THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE � � I (\ \ TYPE
19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING RELEASED. \
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. - _
20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT _ \ - -�
RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING. \ \ I 4
21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND � I \ \ /
CONSTRUCTION IS 18.83 ACRES. \ 43 \I
r�E
i PROPERTY LINE Z
(TYP.) I�q^ah�
' I I T PP °Et' /
( s JOHN HOWARD FAISON IV
I I DB 1162 PG 684 / I / // *4Ej
I PIN 07141001 / T7iB" NIIIi� I I I
II A 0.2 OPACITY BUFFER IS /'-
( I REQUIRED WHERE SITE IS /
HENRY O. AND I I. a ADJACENT TO EXISTING
/ I
ELSIE G. EUBANKS I I I n SINGLE FAMILY.
PIN 07141001D ` \� 10' WIDE I TYPE]
1 UNDERSTORY LIMITS OF
\ II g 7 SHRUBS / DISTURBANCE
I` (EXISTING VEGETATION TO BE / / // T /
USED IN LIEU WHERE / (TYP,)
I I 20' LANDSCAPE APPLICABLE. // / _ ' --{./ -H
I I I r9 BUFFER \\ / �} / =__L ELI -- I
411
- `c_7 -
ELAINE A. NICHOLS T II I 54 i i TYPE TYPE B"
v t PE "B" TYPE "B" "� ' I"
_ PIN 07141001E TYP�`�`
I ill \ E
DONALD E. AND
KATHLEEN F. GOESSEL n +oo 12 +00 3+ o
PIN 07141001J 10 00 �� / I / / -- I �\
- \
I�
\$ 11'
EX. RED BARN \ " E I , I
O
TRAM 4 � \ I TYPE
(VARIABLE (VARIABLE PUBLIC R /W) TYPE B. � \ f \ 1 I I \.
\
y \
CHANG YUNG KI
AND SOON SUN
PIN 07141016A
` \ CHESTNUT HOMEOWNERS
ASSOCIATION, INC
PIN 07141006
f
I
CHESTNUT SUBDIVISION, PHASE 2I
PB. H PG. 25)
LOT 50 i I
PIN 0714116
/ 36
_ 4E C1" I /%
/ I
\ / / LIMITS OF
DISTURBANCE
(TYP.)
DOUBLE ROW
SILT FENCE
/ .
BANK... !:::. ';' ' ' / DUKE POWER /DUKE ENERGY
�. \ /
CORPORATION CONTACT NCDENR AT (704)663-
/: PIN 07141007A I
N/> L*15 N 1 /35
`.:. ... / NOTE:
\ . . : . - •' :-: \ / � / I / / ANY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
/ THE BOARD OF COUNTY COMMISSIONERS,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
TIYPE "W 1 i
PE/ /\ TYPE \B" I 1 \ Y C" I \ ) \\ \NET PROTE ION
iFYP✓C" SILT SACK \ TMAL
\
/ DISTURBED
/DENUDED
TY AREA = 17.45* AC.
E
. ;:;ISILT:FENGE::::::::1:
` i \
. :. .
\ \� TIDE LENNAR CAROLINAS, LLC
2g DB 4305 PG 730
PIN 07141008
I
i/ .. ...... ............................... . . . . . {{ \ \ \ TYPE
�.':/-:POND
TYPE \B"
TREE SAVE
00 k
_:.; _
r
-TYPE
- --
\ \' F +
CHRISTOPHER G. MOWBRAY
PIN 07141026
\-
ARTHUR P. AND
EASEMENT
MARTHA A. REIN JR.
DB 3493 PG 310
PIN 07141025
\ \ \ DONNELL�CARLTON CAMERON
IC A D \ \\ \ DB 3634 PG 699
TREE SAVE \ I \\ \\ PIN 07141022
REA
/ I (t
\;
l 10 \ L S I
VYF
TYEEG ) �i EXISTING
\ \ \ POND W
REVOCABLE LIVING TRUST
-- \ $\ \ \\ DB4680PG414
\ _ � PIN 07141020
A \ ° BUFFER DSCAPE
I
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF
THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
EROSION CONTROL INSPECTION SCHEDULE
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT TH E SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED, AT A MINIMUM, THE INSPECTIONS SHALL BE
PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
* 1699 FOR ADDITIONAL INFORMATION
A
\0
\ l
\
9
9
\
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\ \ 1.11RCP
BYARD GORDON CLEMMONS
DB 5719 PG 006
PIN 07141001E
EROSION CONTROL LEGEND
-1111411111 SILT FENCE OUTLET
INDIVIDUAL LOT EROSION CONTROL MEASURES
LOT# TYPE LOT# TYPE LOT# TYPE INLET PROTECTION
1 B 19 C 37 B
2 B 20 C 38 B
3 B 21 C 39 B FILTER BERM
4 B 22 C 40 B CHECK DAM
5 B 23 C 41 B
6 B 24 C 42 B -BERM -BERM PERIMETER BERM
7 B 25 C 43 B - SF- SF -SF- SILT FENCE
8 B 26 B 44 B -Tp -Tp -Tp - TREE PROTECTION
9 C 27 B 45 B -LD U) - LIMITS OF DISTURBANCE
10 C 28 B 46 B WOODED AREA
11 C 29 B 47 B
12 C 30 8 48 B DIVERSION DITCH
13 C 31 B 49 B
14 C 32 B 50 B CONSTRUCTION ENTRANCE
15 C 33 B 51 B
16 C 34 B 52 B
17 C 35 C 53 B
18 C 36 C 54 B
* See sheet D -5 for Individual Lot Erosion Control Measures.Mrm
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO- MRH -13040
PR.ERAM MRH13040 -EC2
CRBCEED BY: RMR
DRAWN BY: CM /JL /RMR
scACE: 07' •256 .
DATE: 2014
SUET NO.
C -7
'JI MCADAMS

EROSION CONTROL NOTES INDIVIDUAL LOT EROSION CONTROL MEASURES
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED LOT# TYPE LOT# TYPE LOT# TYPE
ACCORDING TO THE FOLLOWING SCHEDULE: 1 B 19 C 37 B
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE 2 B 20 C 38 B
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER 3 B 21 C 39 B
AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND- DISTURBING ACTIVITY. 4 B 22 C 40 B
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR 5 B 23 C 41 B
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL 6 B 24 C 42 B
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING ACTIVITY. 7 B 25 C 43 B
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH 8 B 26 B 44 B
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL. 9 C 27 B 45 B
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED 10 C 28 B 46 B CF
AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. 11 C 29 B 47 B
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT 12 C 30 B 48 B
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING 13 C 31 B 49 B
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
THE APPROVED PLAN CANNOT BE CARRIED OUT. 14 C 32 B 50 B
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES 15 C 33 B 51 B
PRIOR TO BEGINNING CONSTRUCTION. 16 C 34 B 52 B
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811) 17 C 35 C 53 B
OR 1- 800 - 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND 18 C 36 C 54 B CHESTNUT SUBDIVISION,
SEWER LINES. PB. H PG. 251
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO LOT 58
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM * See sheet D -5 for Individual Lot Erosion Control Measures. PIN 07141114
DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE I
CONSTRUCTION ENTRANCES. til 9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE I 9 SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH. \ I -
CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS \ \ t I t I
OTHERWISE NOTED. n II I ( g
10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE I
SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN ) ( I I LIMITS OF
ON PLANS. I ( i
DISTURBANCE
y
11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT IJ I I 9
FROM THE ZONING ADMINISTRATOR. I °' 9" I I I (TYP-)
12. NO OPEN BURNING ALLOWED. { I
13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL. I I I I
14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
VIOLATION OF THE CITY /COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE. III II I g \
15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TOI
DENUDED LIMITS.
16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL I
PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS I I I 9
SUBJECT TO A FINE. III I I I
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE I I I CHECK DAM \
REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC I
DENR ENGINEERING DEPARTMENT. M
18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER I
THAN 10' REQUIRE ADEQUATE TERRACING.
19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING 9 \
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED. I I \ I JOHN HOWARD FAISON IV
20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT I DB 1162 PG 684
RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING. I I I I FILTER BERM PIN 07141001
21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND II ^ i i I 9 (NP•) \ \ \
CONSTRUCTION IS 19 ACRES.
CONSTRUCTION SEQUENCE: 3I 1
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH N I ( w I \
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH NC DENR HENRY 0. AND 02 J I Emd DEPARTMENT (704-821 L03I15)HTOR DISCUSS EROSION CONTROLS MEASURES. ELPIN 07141001D S a::)
3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY I I 9
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH
DETAILS PROVIDED.
4. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER I /
BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE I 9 /
WORKSED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
5. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION 'I I I I LIMITS OF
DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER II I DISTURBANCE /
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY III I n 9 (TYP)
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN (I /
LANE AND ROAD IMPROVEMENTS. I
6. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED ,
IMMEDIATELY AFTER CONSTRUCTION.
7. IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION, \ / I 9 /
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE I S \/ PROPERTY LINE
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN. I i - - - - (TYP.)
8. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING & GRUBBING MAY BEING. j 9 \ /
9. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS I /
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL J
REMAIN IN PLACE TO PREVENT EROSION OF SITE.
10. ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
11. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED, ELAINE A. NICHOLS T I I I I 53 I E9 B"
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING PIN 07141001E I I i 54 I I TYPE "B" TyP€ B\ TYPEy "6" /T)YP
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS. II I I TYPE "B" ' TYPE
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
12. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO
MAINTAIN PROPER E &SC CONTROL.
13. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND DONALD E. AND -
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER KATHLEEN F. GOESSEL -
APPROVED MEASURES AS SHOWN ON THE PLANS. PIN 07141001J
14. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK I °' -
11 LIC
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF
CHESTNUT SUBDIVISION, PHASE 2 THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PB. H PG. 251 ( PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
LOT 51 ' AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
\ PIN 07141107 REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
\ - \ ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
/ / \ EROSION CONTROL INSPECTION SCHEDULE
qUT SUBDIVISION, PHASE 2 THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
/I �7 / \ INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PB. H PG. 251 �' \\ \ PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
LOT 57 // I \ \� \woe \ J BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
\ / \ \ \ PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
/'x \ \ e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
,SE 2 / A 39 f A A PROJECT.
TYPE "B , It l' \ f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
' 'e / /` / 40 *CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION
TYPE "B" /> , / \ / ANDY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
THE BOARD OF COUNTY COMMISSIONERS,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
TYPE "� / / / / / / SILT FENCE OUTLET
4 / / / / / / // .. ROTECTION (TYP.)
TYPE �B"
/
/ TYPE ^C% /
I I INL PRO'TECTIO '�/ l� \ � / / /
\ I ( \ W/ SILT SACK / // / / '\ \/\ / // / �\i% // /// / / /.�.:::f'''a .
/ \ \.
L TYP.
TOTAL
I 42 oTBFE Row DISTUMEDMENMED
TYPf"B" \ ' i / / / / /f :SILT FENCE
\ \ / / , / / / / / (TYP.) ... AREA = 17.45* AC.
/. . . . . .
7:
7 - / / - - / / / ROSED 100 / ~
/�/ j PO
YE
I AR F)_QOD PLAIN
\ 43 / // / / i/ �/ l'
\ TYPE "BI'
L /
INLET ROTECTION 747 . . .
W/ SILT SACK /
49 / / J/ / / / w W
pq 7 PE . . . . ..
al
.. ' � .. j)w
/ ITYP2 O\EC-�
- - -
/
-� 4
IYY / ROPOSED 100
/ B,) 1 !; / d/- - 7-/- J Lr _l I / YEAR FLOOD PLAIN
TREE SAVE BANK
r EROSION CONTROL LEGEND
0/ETLANDSI' .
(TYP.) SILT FENCE OUTLET
ti _.__. _ _- -�/ � •. CENTERLINE
l
OF CREEK
I 0 I I �: ' � INLET PROTECTION
AND AFTER EACH RAINFALL.
15. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1 / [ / _ _ - - \ \ \ \
AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT e I _ _ _ _ _ - _ - - - - - - - -C - \\ , I \ \ \ \ \ \ \ S . '.:. ' FILTER BERM
WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED. I _ _ ' - - - - - - NL�T PROTECTIO \ \ I �\ 1 dOL Rd \
FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE I - \ W/ SILT SACK I \ - - - - ^ \ SILT FENCE CHECK DAM
WHEN INUNDATED WITH SILT. S I \ I TYP.) I \ \ \ TYP.) `
16. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN - I ��- I \ \ \ \ _
DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER \ I I I \\ \ - BERM -BERM PERIMETER BERM
MANAGEMENT FACILITY PLANS \ EX. RED BARN \ I O I O I
17. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO 1I 1 \ TRAIL \\ \ \ 4 \\ 5 O I \ I TYPE B" ( ^ \ - SF -sF -- SILT FENCE
POST - CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE I O TYPE ^g^ TYPE ^B "/ I -- I A \ - .p- Tp -Tp-
\ ` 1I j \ (VARIABLE PUBLIC R /W) I �Q 1 \ \ TYPE „B^ ` TREE PROTECTION
BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY \ \ v TYPE „B„ I TC\ „Ba \ \ I I \ \ \ \
SECTION INSPECTOR. I \
18. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL \ I
AREAS OF THE PROJECT ARE STABILIZED. \ \ TYPE "e^
19. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY \ I I I _
SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS
PLANNING DEPARTMENT (704- 821 -0315) PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
20. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING - - - \ PROPERTY
AND DESIGN MANUAL. CHANG YUNG KI \ \ \� 9 LINE (TYP.)
21. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF AND SOON SUN LIMITS OF \\ \ \
THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE PIN 07141016A \\ \ \ \ DISTURBANCE
RELEASED. \ \ \ \\ \ \ \ TYP.) I
9
\e GREGORY SETH LEONARD
\ \ \ \ DB 6234 PG 721 I
\\ \ 9 PIN 07141001E
MATCH LINE - SEE SHEET C -7C
SILT FENCE OUTLET -LD LD - LIMITS OF DISTURBANCE
PROTECTION (TYP.) `
WOODED AREA
DIVERSION DITCH
REVOCABLE LIVING TRUST ` CONSTRUCTION ENTRANCE
DB 4680 PG 414
PIN 07141020 `
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PR07ECT N0. MRH -13040
FftxNA)'E:MRH13040 -EC2
CHECKED BY: RMR
DHA11N HY: CM /JL /RMR
SCALE: 1 " =50'
DATE: 07 -25 -2014
SHEET N0.
C -7A
M MCADAMS

EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND- DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED
AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM.
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
THE APPROVED PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811)
OR 1- 800 -632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND
SEWER LINES.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE
SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH.
CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS
OTHERWISE NOTED.
10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
ON PLANS.
11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
12. NO OPEN BURNING ALLOWED.
13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
VIOLATION OF THE C11Y /COUN1`Y EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
DENUDED LIMITS.
16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
DENR ENGINEERING DEPARTMENT.
18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING.
19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
CONSTRUCTION IS 19 ACRES.
CONSTRUCTION SE UENCE:
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2. SET UP AN ON -SITE PRE- CONSTRUCTION CONFERENCE WITH NC DENR PLANNING
DEPARTMENT (704-821 -0311 5)HTO DISCUSS EROSION ONTRIOLSMEASURES.
3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH
DETAILS PROVIDED.
4. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER
BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE
REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
WORKS.
5. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION
DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN
LANE AND ROAD IMPROVEMENTS.
6. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED
IMMEDIATELY AFTER CONSTRUCTION.
7. IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION,
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN.
8. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING & GRUBBING MAY BEING.
9. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF SITE.
10. ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED
-BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
11. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
12. MAINTAIN AND ADJUST E&SC MEASURES AS MASS GRADING PROGRESSES TO
MAINTAIN PROPER E &SC CONTROL.
13. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER
APPROVED MEASURES AS SHOWN ON THE PLANS.
14. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK
AND AFTER EACH RAINFALL.
15. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT
WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED.
FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE
WHEN INUNDATED WITH SILT.
16. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN
DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER
MANAGEMENT FACILITY PLANS.
17. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO
POST- CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE
BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY
SECTION INSPECTOR.
18. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL
AREAS OF THE PROJECT ARE STABILIZED.
19. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS
PLANNING DEPARTMENT (704- 821 -0315) PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
20. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
21. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF
THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE
RELEASED.
\CHESTNUT HOMEOWNERS
ASSOCIATION, ING
PIN 07141006
CHESTNUT SUBDIVISION, PHASE 2 I� /�
PB. H PG. 251
EX. YARROW STREET
LOT 07 41 , ° 7 ; ;, TQP OF
� PIN 07141106 / �� � � i � � BANK
50 PUBLIC R/W / r
\
CHESTNUT SUBDIVISION, PHASE 2\
PB.LOT . 251 \ b j / \\ \ 1 / / 20' PERMANENT
PIN 07141107 % SEWER EASEMENT
� p 36 \ h �� D.B 3731, PG. 440
�/ i \ \ / % X: • l / OPO�ED 100
YEAR /FLOOD PLAIN
INDIVIDUAL LOT EROSION CONTROL MEASURES
LOT#
TYPE
LOT#
TYPE
LOT#
TYPE
1
B
19
C
37
B
2
B
20
C
38
B
3
B
21
C
39
B
4
B
22
C
40
B
5
B
23
C
41
B
6
B
24
C
42
B
7
B
25
C
43
B
8
B
26
B
44
B
9
C
27
B
45
B
10
C
28
B
46
B
11
C
29
B
47
B
12
C
30
B
48
B
13
C
31
B
49
B
14
C
32
B
50
B
15,
C
33
B
51
B
16
C
34
B
52
B
17
C
35
C
53
B
18
C
36
C
54
B
* See sheet D -5 for Individual Lot Erosion Control Measures
LIMITS OF
\ 7 / J f' / i / DISTURBANCE
TYP.)
VET
(TYP.)
YARROW STREET 'g3/ !/ /
50' PUBLIC R/W
DUKE POWER / DUKE ENERGY
CORPORATION
PIN 07141007A
TYPE ,IB" I
DOUBLE ROW I 'I/ 3 \\
SILT FENCE
(TYP.) TYPE PROPERTY LINE
L-
''' ` INLET PROTECTION I (TYP,)
SILT FENCE OUTLET I - € a `" \ \ \� \ \ W/ SILT SACK \
PROTECTION (TYP.)
RETAINING WALL
(BY OTHERS) g } \I \ \
I I \
r \ / T ✓
l•: RIP RAP'AF�RON 'PER . � / ! / \ \ / \ \ \ \
STD. 876.02.
(SEE DETAIL). .1. 1 // I \ \ \ \ \ \
/ ! / TYPE \ A \ \ \
\
/'.'.:.:.:.
\ k \ * \
DOUBLE. ROW.
:::::::: •:; : ;SILT : FEN>rE ::.:: �' I ' � \ ` �2 V6
�: :. (�P) .•.E:: '•� \ \ \� \ \HYPE \ "G1
is
y \ E \�\ `� \/ TYPE "O"
....
\. �. I ::: :.: \I�\ TYP '
\
l
is /
W: : . • : • . TYPE "B" \ DEDICF
W • \ \ I \ \ \ I ET PROTECTION \ / TREE
�:•:•:•:•:•: � :•: W SILT SACK RE
� (TYP.)
m \ -
^I is :�.: •... \'•'I :ff:j.1 \ \ ; \ \ \ Y\ l .' \ \ \ \ \\ iYPE�76" \ -
,� r is '•:•::•:•'• ":•:� .....'•' \:•:;'1':�' k: \t \ \ \� I � \ \ \ �
NOTE:
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF
THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
EROSION CONTROL INSPECTION SCHEDULE
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
*CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION
LENNAR CAROLINAS, LLC
DB 4305 PG 730
PIN 07141008
I I I
I I i
I I
_ I
I
I I
I
/ I �
/
I /
FI.l�yy r.'_':'.".'.'.'��.'.'l.' /'.'. TYPE "CSC
-CHRISTOPHER G. MOWBRAY
✓:.�_ :: � � / \ \ � \✓ \ � _ � i � \ \ PIN 07141026
PROPERTY LINE
\ \
013 ROW TYRE
----- - - - - -- D \ \
----- - - - - -- I
IL T FENCE �� `- I ARTHUR P. AND
(TYP. \
DOUBLE ROW MARTHA A. REIN JR.
SILT FENCE ( DB 3493 PG 310
(TYP.) I PIN 07141025
LIMITS OFD
EXISTING CREEK RA AP ON R \ \ \ \ DISTURBANCE
BUFFER NCDOT STD. 876.02
(SEE DETAIL) \ \ \
d LA c{ DE ICAD/ \ \ \\ \\ \ \ \ DON ELLY CARLTON CAMERON
TOP OF ( ) \ \ \ I I TREE A SAVE \ \ \ DB 3634 PG 699
BAN RS
K \ PIN 07141022
41020
NOTEL
ANY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
THE BOARD OF COUNTY COMMISSIONERS,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
TOTAL
DISTURBED /DENUDED
AREA = 17.45t AC.
EROSION CONTROL LEGEND
Ill����ln SILT FENCE OUTLET
INLET PROTECTION
FILTER BERM
moo CHECK DAM
- BERM -BERM PERIMETER BERM
- SF- SF -SF- SILT FENCE
-1p -TP -TP - TREE PROTECTION
-LD U) LIMITS OF DISTURBANCE
WOODED AREA
==>==>==>==*==* DIVERSION DITCH
CONSTRUCTION ENTRANCE
iucHJra
GRAPHIC SCALE
50 0 25 50 100
FINAL DRAWING - NOT RELAM' FORD ANSTRUCTION
0
�8 00 �► n
VJ
A
i V
A "
.,
F i ' :
F��'yc. N, o\G �
,E V
w
s 3
o d
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i`
9
W CV
W� e
o�
r W E
E
E U rrn z
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Fil ' E
WP'. E"
z °a
d m
P. ~
00
W
Y`l
0
O � U
0
0
� a°
W
PROJECT NO. MRH -13040
FH.ENAKE: MRH13040 -EC2
CHECKED RY: RMR
DEAN BY: CM /JL/RMR
SCALE: 1"=50'
DATE: 07 -25 -2014
SHEET NO. 7 R
C- ■ V
'J MCADAMS
io
L
\\ \
I
%A \ \
CENTERLINE {:)
EXIO
\ \
EXISTING
\ 20' UTILITY
1 %
OF CREEK
EASEMENT
XISTIN&'CREEK
BUFFER
`
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 071
41020
NOTEL
ANY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
THE BOARD OF COUNTY COMMISSIONERS,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
TOTAL
DISTURBED /DENUDED
AREA = 17.45t AC.
EROSION CONTROL LEGEND
Ill����ln SILT FENCE OUTLET
INLET PROTECTION
FILTER BERM
moo CHECK DAM
- BERM -BERM PERIMETER BERM
- SF- SF -SF- SILT FENCE
-1p -TP -TP - TREE PROTECTION
-LD U) LIMITS OF DISTURBANCE
WOODED AREA
==>==>==>==*==* DIVERSION DITCH
CONSTRUCTION ENTRANCE
iucHJra
GRAPHIC SCALE
50 0 25 50 100
FINAL DRAWING - NOT RELAM' FORD ANSTRUCTION
0
�8 00 �► n
VJ
A
i V
A "
.,
F i ' :
F��'yc. N, o\G �
,E V
w
s 3
o d
�yalaai
i`
9
W CV
W� e
o�
r W E
E
E U rrn z
�Nw
Fil ' E
WP'. E"
z °a
d m
P. ~
00
W
Y`l
0
O � U
0
0
� a°
W
PROJECT NO. MRH -13040
FH.ENAKE: MRH13040 -EC2
CHECKED RY: RMR
DEAN BY: CM /JL/RMR
SCALE: 1"=50'
DATE: 07 -25 -2014
SHEET NO. 7 R
C- ■ V
'J MCADAMS

CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
2. SET UP AN ON -SITE PRE - CONSTRUCTION CONFERENCE WITH NC DENR PLANNING
DEPARTMENT (04 821 -0315)HTO DISCUSS EROSION CONTROLS MEASURES.
3. APPLY FOR AND OBTAIN DRIVEWAY PERMITS. UPON OBTAINING DRIVEWAY
PERMITS, INSTALL GRAVEL CONSTRUCTION ENTRANCE IN ACCORDANCE WITH
DETAILS PROVIDED.
4. PRIOR TO CONSTRUCTION OF SEDIMENT BASIN #2, THE EXISTING SEWER
BETWEEN (AND INCLUDING) EX. MH -14 THROUGH EX. MH -16 MUST BE
REMOVED /RELOCATED AND ACCEPTED BY THE UNION COUNTY PUBLIC
WORKS.
5. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT BASIN, DIVERSION
DITCHES, TREE PROTECTION, TEMPORARY STREAM CROSSINGS AND OTHER
MEASURES AS SHOWN ON PHASE 1 PLANS, CLEARING ONLY AS NECESSARY
TO INSTALL THESE DEVICES. THIS IS TO INCLUDE THE EROSION CONTROL
MEASURES ALONG CHESTNUT LANE FOR THE CONSTRUCTION OF THE TURN
LANE AND ROAD IMPROVEMENTS.
6. CLEAN WATER DIVERSION DITCHES MUST BE MATTED AND STABILIZED
IMMEDIATELY AFTER CONSTRUCTION.
7. IN CONJUNCTION WITH THE EXTERNAL WIRE AND GRAVEL INLET PROTECTION,
SILT SACKS, OR SIMILAR INLET PROTECTION MEASURES, SHALL BE
PROVIDED IN ALL STORM INLETS NOT DISCHARGING TO A SEDIMENT BASIN.
8. CALL FOR ON -SITE INSPECTION BY INSPECTOR. UPON APPROVAL BY
INSPECTOR CLEARING & GRUBBING MAY BEING.
9. LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
GRADED IN PHASE 1. WHENEVER POSSIBLE, EXISTING VEGETATION SHALL
REMAIN IN PLACE TO PREVENT EROSION OF SITE.
10. ANY OFF -SITE BORROW AND /OR WASTE REQUIRED FOR THIS PROJECT
MUST COME FROM AN APPROVED EROSION CONTROL PLAN SITE, A SITE
REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED
BY THE DIVISION OF SOLID WASTE MANAGEMENT. DEBRIS FROM DEMOLITION
ACTIVITIES SHOULD BE DISPOSED OF AT AN APPROVED FACILITY.
11. BEGIN GRADING ACTIVITIES AS SHOWN IN PHASE 1. AS SITE IS GRADED,
CONTRACTOR SHALL MINIMIZE THE AMOUNT OF STORM WATER FLOWING
OVER FILL SLOPES BY USING DIVERSION DITCHES AND SLOPE DRAINS.
DITCHES AND SLOPE DRAINS SHOWN ON PLANS DEPICT REQUIRED
DIVERSION DITCHES AND SLOPE DRAINS AT FINAL PAD GRADE. ADDITIONAL
MEASURES MAY BE NEEDED AS GRADING PROGRESSES.
12. MAINTAIN AND ADJUST E &SC MEASURES AS MASS GRADING PROGRESSES TO
MAINTAIN PROPER E &SC CONTROL.
13. INSTALL STORM WATER COLLECTION SYSTEM, VELOCITY DISSIPATERS AND
PROTECT INLETS WITH SILT FENCE, GRAVEL FILTERS, SILT TRAPS OR OTHER
APPROVED MEASURES AS SHOWN ON THE PLANS.
14. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES. INSPECT ONCE PER WEEK
AND AFTER EACH RAINFALL.
15. STABILIZE SITE AS AREAS ARE BROUGHT TO GRADE. SEDIMENT BASIN #1
AND SEDIMENT BASIN #2 SHALL BE CONVERTED OVER TO PERMANENT
WATER QUALITY FACILITY AFTER THE ENTIRE SITE HAS BEEN STABILIZED.
FAILURE TO DO SO COULD CAUSE THE PLANTED PLANTS IN POND TO DIE
WHEN INUNDATED WITH SILT.
16. SEDIMENT BASIN #1 AND SEDIMENT BASIN #2 ARE TO BE INCREASED IN
DEPTH TO THE DESIGNED ELEVATIONS SHOWN IN THE STORMWATER
MANAGEMENT FACILITY PLANS.
17. SEDIMENT BASINS SHALL NOT BE REMOVED OR CONVERTED TO
POST - CONSTRUCTION STORM WATER PONDS UNTIL AFTER ROADS HAVE
BEEN BUILT AND STABILIZED AND UNTIL APPROVED BY THE LAND QUALITY
SECTION INSPECTOR.
18. INLET PROTECTION MUST REMAIN IN PLACE WITHIN WORK AREA UNTIL ALL
AREAS OF THE PROJECT ARE STABILIZED.
19. COORDINATE WITH EROSION CONTROL INSPECTOR FROM THE LAND QUALITY
SECTION OF NCDENR AND LYNNE HAIR AT THE TOWN OF STALLINGS
PLANNING DEPARTMENT (704 -821 -0315) PRIOR TO REMOVAL OF EROSION
CONTROL MEASURES.
20. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL.
21. WHEN VEGETATION IS ESTABLISHED, CALL FOR FINAL SITE INSPECTION. IF
THE SITE IS APPROVED THE PERFORMANCE BOND, IF REQUIRED, WILL BE
RELEASED.
EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE
LAND- DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED
ACCORDING TO THE FOLLOWING SCHEDULE:
a. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS
FROM THE LAST LAND- DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL
BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST
LAND- DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH
CAROLINA EROSION AND SEDIMENT CONTROL DESIGN MANUAL.
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STALLINGS
ENGINEERING DEPARTMENT MAY REVIEW AND EVALUATE THE METHODS USED
AND THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM.
THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED
BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT
THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING
EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES
THE APPROVED PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES
PRIOR TO BEGINNING CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811)
OR 1 -800- 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY
WORK. CONTACT UNION COUNTY FOR LOCATING EXISTING WATER AND
SEWER LINES.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO
THAT SEDIMENT CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM
DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT
CLEAN OF MUD OR SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC
OR RUNOFF.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE
CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE
SIDE OF THE TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH.
CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL
DEVICES ARE THE RESPONSIBILITY OF GRADING CONTRACTOR UNLESS
OTHERWISE NOTED.
10. NO OFF -SITE BORROW AREAS SHALL BE UTILIZED DURING GRADING OF THE
SITE. ALL FILL SHALL BE OBTAINED WITHIN LIMITS OF DISTURBANCE SHOWN
ON PLANS.
11. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT
FROM THE ZONING ADMINISTRATOR.
12. NO OPEN BURNING ALLOWED.
13. ALL TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE
SHALL BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
14. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN
VIOLATION OF THE CITY/COUNTY EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
15. MAINTAIN MINIMUM 10' CLEAR ZONE FROM TOP OF CHANNEL BANK TO
DENUDED LIMITS.
16. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
PLAN IS A VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE.
17. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
REQUIRED BY A REPRESENTATIVE OF THE TOWN OF STALLINGS OR NC
DENR ENGINEERING DEPARTMENT.
18. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER
THAN 10' REQUIRE ADEQUATE TERRACING.
19. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING
ONE ACRE THAT WAS NOT PREVIOUSLY APPROVED.
20. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT
RIGHT OF WAY MUST BE PRESENTED AT PRE - CONSTRUCTION MEETING.
21. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND
CONSTRUCTION IS 19 ACRES.
THE PHASE I MEASURES SHOWN ON THE PLANS REFLECT THE IN
PLACE EROSION CONTROL NECESSARY TO ALLOW THE SITE TO BE
CLEARED AND GRUBBED IN PREPARATION FOR THE INITIAL STAGE OF
THE GRADING WORK. THE PHASE II MEASURES DEPICTED ON THE
PLANS SHOW THE IN PLACE EROSION CONTROLS THAT WILL REMAIN
AT THE COMPLETION OF THE FINAL STAGE OF THE GRADING WORK
REQUIRED BY THE PROJECT. DURING EACH INTERIM STAGE OF THE
GRADING WORK, THE CONTRACTOR SHALL BE REQUIRED TO INSTALL
ANY ADDITIONAL TEMPORARY MEASURES THAT MAY BE NECESSARY TO
CONTROL SEDIMENT AND EROSION THAT OCCURS AS A RESULT OF
CHANGES TO THE EXISTING GROUND ELEVATION CONTOURS. AS
DIRECTED BY THE TOWN OF STALLINGS OR STATE INSPECTORS.
THE PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A
PROJECT AFTER EACH PHASE TO ENSURE THE APPROVED PLAN IS
BEING FOLLOWED. AT A MINIMUM, THE INSPECTIONS SHALL BE
PERFORMED AFTER EACH OF THE FOLLOWING PHASES OF A PLAN:
a. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
b. INSTALLATION OF SEDIMENT TRAPS /BASINS.
c. CLEARING AND GRUBBING OF EXISTING GROUND COVERS.
d. COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES
PROVISION OF STABILIZATION.
e. INSTALLATION OF MEASURES DURING ANY PHASE OF THE
PROJECT.
f. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
g. INSTALLATION OF STORMWATER RETENTION MEASURES.
h. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND
COVER IS FULLY ESTABLISHED.
*CONTACT NCDENR AT (704)663 -1699 FOR ADDITIONAL INFORMATION
MATCH LINE
LIMITS OF
A
JACK AND BETTY STAFF DISTURBANCE (n
DB 3602 PG 154 FILTER BERM (TYP.) /
PIN 07141115 (TYP.) JOHN HOWARD FAISON IV
DB 1162 PG 684 S
PIN 07141001 cn In- _ /-cmn-(n-(n-cn-(n-(n
m m_J
NOTE:
ANY EXISTING EASEMENTS TO BE
ABANDONED MUST BE APPROVED BY
THE BOARD OF COUNTY COMMISSIONERS,
UNION COUNTY DOES NOT HAVE THE
AUTHORITY TO DO SO.
SEE SHEET C -7A
�� � 7
R71
PROPERTY LINE \
(TYPE -
- - - - EXISTING STNUT LANE
- - - 6 - - - ® -Z - UBLIC R /W) -
SILT FENCE
(TYP.)
HENRY 0. AND
ELSIE G. EUBANKS
PIN 07141001D
SILT FENCE
(TYP.)
I�
I � I
Ow IU 0
I o
z� I
ao
w
zz
as
w
TOTAL
DISTURBED /DENUDED
AREA = 17.451 AC.
- 000
_ A
`1
V_INUET PROTECTION
W/ SILT SACK
(TYP.)
DONALD E. AND
KATHLEEN F. GOESSEL
PIN 07141001J
GREGORY SETH LEONARD
D8 6234 PG 721
PIN 07141001E
CHECK
1 (TYP.)
rA
EX. FAIRFOREST-
DRIVE
(VARIABLE PUBLIC R /W)
GARY AND LAURA SHEPARD /
DB 3633 PG 342
PIN 07141019
JAMES AND LYNDA GREENLESS
DB N/A PG N/A
PIN 07141040
,
-EX. RED BARN
TRAIL
(VARIABLE PUBLIC R /W)
CHANG YUNG KI
AND SOON SUN
PIN 07141016A
/ MARK AND NANCY DECHANT
DB N/A PG N/A
PIN 07141015
LIMITS OF
DISTURBANCE
\ (TYP.)
SILT FENCE
\ (TYP.)
MIRZA R. ROKSANA
DB 6228 PG 711
PIN 07141001L
EROSION CONTROL LEGEND
glllllll�
- BERM -BERM
-SF -SF -SF -
-TP -TP -TP -
LD LD -
SILT FENCE OUTLET
INLET PROTECTION
FMW1_l ; F -T* 5,
CHECK DAM
PERIMETER BERM
SILT FENCE
TREE PROTECTION
LIMITS OF DISTURBANCE
GRAPHIC SCALE
50 0 25 50 100
FINAL DRAWING - NOT RELEASfthF`0I@OC4NSTRUCTION
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PROJECT No. MRH -13040
ED.ENAMfF:, MRH13040 -EC2
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: 1"=50'
DATE: 07 -25 -2014
SHEET NO.
C -7C
M MCADAMS

CHESTNUT HOMEOWNERS
NOTES: ASSOCIATION, INC
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. PIN 07141006 I MATCH LINE -SEE THIS SHEET
2. ALL ROAD IMPROVEMENTS AT CHESTNUT LANE ARE TO BE COORDINATED WITH THE NCDOT i S � EXISTING YARROW \ CHESTNUT SUBDIVISION, PHASE 21 I
PRIOR TO CONSTRUCTION.
STREET PB. H PG. 251
3. DEVELOPER WILL PROVIDE STREET SIGNS. LOT 50
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. / \ PIN 07141106 // I
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND /OR APPLICATION OF A 50 PUBLIC R/lf \ // /� i I �� \'
Nb
TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE REQUIREMENTS WILL BE
ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN \ 4 9
FIELD CONDITIONS WARRANT OFF —SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE ��\�\ \
AFFECTED PROPERTY OWNERS. \ / 36 ,/ `\
7. IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5 %SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT —OF —WAY IF
DEEMED NECESSARY BY THE INSPECTOR.
CHESTNUT SUBDIVISION, PHASE 2
9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER PB. H PG. 251
CONVEYANCE AND ANY STRUCTURES AND /OR OBSTRUCTION TO STORM WATER FLOW IS LOT 51
PROHIBITED. PIN 07141107 / \ / / `� o� : . . . //� /til / /,/,// �\ `
l '
10. HIGH — DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR \\ \� \\ /— / :: /a •/ / �) / / / \� \ \\\
PROPOSED PUBLIC STREET RIGHT —OF —WAY MUST BE APPROVED BY THE TOWNS INSPECTOR 0
PRIOR TO ANY BACKFILL BEING PLACED. BACKFlLL MATERIAL MUST BE APPROVED BY THE \ - \ \ \ /l x
TOWN INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET \ \ / // F /:: /� / / / / \ \
y \. \ \ c'o S / /, _ / / \ EXISTING CHESTNUT LANE \ \
RIGHT —OF —WAY. — 1 I r / 7:: I / / \ \s\
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN \\ // i / (60' PUBLIC R /W)
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. 37
12. PROOF ROLLING OF STREET SUBGRADE AND AGGREGATE BASE MATERIAL SHALL BE PERFORMED PB. H PG. 251 PHASE 2
\ / T ' /// / / Itl \ ! . ;:;: �• i j < < ' / // / \ \ \i \ `� ° \\
BY THE CONTRACTOR IN THE PRESENCE OF THE OWNERS ENGINEER. THE ENGINEER SHALL CHESTNUT SUBDIVISION, / /
/
LOT 57
PROVIDE WRITTEN VERIFICATION TO THE TOWN THAT THE SUBGRADE AND AGGREGATE BASE
MATERIAL MEET THE DENSITY REQUIREMENT AS SPECIFIED. FAILURE TO PROVIDE ENGINEERS PIN 07141113
r *i
VERIFICATION OF THE SUBGRADE AND STONE BASE COURSE COMPACTION COULD RESULT IN r
SI �v
DELAY OF ACCEPTANCE OF THE DEVELOPMENT BY THE TOWN.
��'\ X\ \ 1' \
3'4
CHESTNUT SUBDIVISION, PHASE 2 / �A
PB. H PG. 251 .` \ \�\\ \
LOT 58 v
V v ( I I I I 11 1 vvvA� v v A
PIN 07141114 40 �` I I h`. I \ \
9 A A V AA 1.
33
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111 ------- '------- ------ - - - - --
v� 11 I I 4 J �� / /� r /// I / // I /', / / /✓. /. /.:. \ /�. \ {�I I I II A 'V
31
AI A A\
�.:i: ::-
ROPOSED CDS UNITSt
REFER TO SW SHEETS
FOR DETAILS
RETAINING WALL':'::.
DESIGNED BY
OTHERS ) _ _ _ ...:_:J /�ra.h
l:
- I I"
I i 10' WIDE NO CLEAR I \
I BUFFER ALONG
PROPERTY LINE \ 1 \ 43
LENNAR CAROLINAS, LLC
1`Y \
DB 4305 PG 730
PIN 07141008
A111I
`: \;.;.;.;.;_;I.;.;�;___;..:1
::::::..�.;;:.
STAINING WALL ; 1 ;:;C::: \: '` 11 1 � I \ 1 \ \ � \ \ �` I \ /� D DICATE
�I: {DESIGNED BY :::: :::.:::::::::::::�:;:;:;:;:Y.;. .;.1.;:11 1 1 \ 1 , \ P \ \
\ TREE SAVE
■ � 1 — T/ / / /, j .I:OTHERS) ....................
I i JOHN HOWARD FAISON IV
I I / 5 /
DB 1162 PG 684 r::' : �.'.�. . . y . .' >._ � . . . � . ✓. '. '.' a;:\.:.:.EASEMENT :2:
PIN 071410D7 PROPOSED
EXSTING CHESTNUT LANE—`
\ \ \ \ \
\ \ \
1
SW SHEETS
(60' PUBLIC R /W) III I I r r �I I I - FOR DETAILS ::::::::::::
III I�
HENRY 0. AND ,/
�I I (. / I I 11 I \ \ N4 - - _y;:�:...;�.,. / J / // / ,;_ /
ELSIE G. EUBANKS V - / 1 I / / 46 // / \ \ \ -_ -- _ %' / -- - CHRISTOPHER G. MOWBRAY
PIN 07141001D 1 / 1 Y / T
II ' / i \ \ \ •�;..'�.:_ : :: V�-- ._:. ^. - . i f� � t t 1 I I I / I \ \ PIN 07141026
( \ 113 \ \ \ \'��� .�:- .�T - --' ""* x1.111 � \ I /
26 `\ -
ARTHUR P. AND �
MARTHA A. HEIN JR.
I�I IIV/ _J / , c i _� 48 // / // JJ I I ll/
III_II I 1 ( 4g ) -r / 1 / , / 1 /r / / / / I I ` \ \ \ \. I DB 3493 PG 310
III11 IIM O i 53 ' S2 51 5O `� I \ _l / / / / -� -! -� -rte- /I I I I 1 \ \ \ PIN 07141025
ELAINE A. NICHOLS , 11 54 / i / / J / T 7 I \ DONNELL CARLTON CAMERON
/ / D(= ICA ED \4
\
PIN 07141001E / I ` // , /' TREE SAVE PIN 07141022
��— \ DB 6b64
07 PG 699
i EN I :. I�I I EA VA v A \V I A\
1 1 I i� - -- /� RELY N T , /� L' / / ' / l r'— J )\ �` r i �/� I I I 11 \ \I I t.. '.11 I 1 \ I \ \ \ \ \ \\ \ \\ I
1 1 LIC If
\ \t\; \'\ \\
III
DONALD E. AND t '
KATHLEEN F. GOESSEL I �� 6 l ! / / \ \ \ 1 I
PIN N F. G01) I I • / .:.:!. 'r 1 \ \ `�
7 �\ .:...\:,.t GRADING LEGEND
EX. RED BARN , tk r _ _ _ \ \ �`\=C \ EXISTING I
TRAIL' ! �' I _ _ _ -- / \ \ �\ \ \\\ \ \L \\ \ \\ ^ \- ^\ 20' UTILITY
(VARIABLE PUBLIC R /W) \\ \ \ I\ j \ \ ` _ __ \ \ \\ \\ EASEMENT , ® FLARED END SECTION STORM DRAINAGE
10' CURB TRANSITION 1 t4' \ i \ l \\ \ \\ `\ \ \ \ \ \\ \ , I
I \ \ STORM SERVICE LINE
,'a I \ I \ `\ I \ \ \ ; i 8 \ \ \ \\ \ -\ \ • CATCH BASIN ROOF DRAIN, 8" ADS
I O� O /> \ \\\ \9 \ \ \ \ . RD —RD— DROP INLET NON - PERFORATED TUBING OR
EXISTING EQUAL 1.0% MIN. SLOPE 3' MIN
POND ■ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
CHESTNUT LANE TO HAVE I I _ 1 \ \ \ \ ° • STORM SERVICE ROOF -DRAIN
r - ! - ` — TP —TP— TREE PROTECTION
1.5" OVERLAY ACROSS �\ \ v \\ \\ \ _ _' \ ` \ REVOCABLE LIVING TRUST
ENTIRE WIDTH OF ROAD — �, _ \ \
ALONG FRONTAGE \ \\I\t \ > — � — T--�- \ \ \ \ \ \ \l DB 4680 PG 414 O STORM MANHOLE LD LIMITS OF DISTURBANCE
7 7 \ PIN 07141020
-- - ��J WOODED AREA
\ DRAINAGE FLOW ARROW
250 10' CONTOUR
\� \ \� \ GREGORY SETH LEONARD
l ti LINE BREAK SYMBOL 252 2' CONTOUR
CHANG YUNG KI �\ \ \\ DB 6234 PG 721 I
AND SOON SUN _250_______
\0 •` PIN 07141001E 250.50 EXISTING 10' CONTOUR
PIN 07141016A \ �\0 l 250.00 TOP &BOTTOM CURB ELEVATIONS
\\ _252- EXISTING 2' CONTOUR
----- -
l TW= 223.00 -TOP OF WALL ELEVATION
��\ \y \ \\ l BW= 213.00 - BOTTOM OF WALL ELEVATION — EASEMENT LINE
(NOTE: BOTTOM OF WALL IS GROUND
l ELEVATION NOT WALL FOUNDATION)
\� 250.60 SPOT ELEVATION
mom
0
MATCH LINE - SEE THIS SHEET
IN I
luo,mc
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. MRH -13040
m2NAmE: MRH13040 -G1
CHECKED BY: RMR
RR&wN RY: CM /JL /RMR
SCALE: 1 " =60,
DATE: 07 -25 -2014
sMET NO.
C -8
�JI MCADAMS

CHESTNUT SUBDIVISION, PHASE 2 GRADING LEGEND R
A. GENERAL NOTES PB. H PG. 251
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD PIN 0714113
SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL 1 M
FLARED END SECTION STORM DRAINAGE
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET PAVEMENT (PUBLIC ROADS) EXCEPT / STORM SERVICE LINE
FOR CULVERTS EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL J CATCH BASIN
TO OR GREATER THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT \ RD -RD- ROOF DRAIN, 8" ADS
HAS A CONCRETE POURED INVERT. MINIMUM GAUGE FOR METAL PIPE SHALL BE 14 GAUGE. / P\ NON- PERFORATED TUBING OR EQUAL 1.0% MIN. SLOPE 3' MIN.
0 x65 1
\\ r 71 5.100 DROP INLET
3. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE PIPE, ■ STORM SERVICE INLET COVER PVC SCHEDULE 40 IN
CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE, AS APPROVED BY THE CHESTNUT SUBDIVISION, PHASE 2 /
TRAFFIC AREAS
CITY/COUNTY ENGINEER. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM PB. H PG. 251 � \ \
THE CITY /COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND PIN 0714114 \ / \ \ \ • STORM SERVICE ROOF -DRAIN -� -TP - TREE PROTECTION
THE JOINT ENTIRELY INTERLOCKING. I 1
4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE STRUCTURES I 40 O STORM MANHOLE LD LIMITS OF DISTURBANCE
IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE TOWN ENGINEER. / WOODED AREA
5. ALL HIGH - DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR /SMOOTH INTERIOR, C / 6 RCIP/ �-� DRAINAGE FLOW ARROW�J
CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE // \` / / �AD 714.0 250 10' CONTOUR
PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS. -/ / / ` / 50'x68'\ , / LINE BREAK SYMBOL 252 2' CONTOUR
/ /
6. CONCRETE PIPE USED WITHIN THE STREET RIGHT -OF -WAY SHALL BE A MINIMUM OF CLASS III - - \ \ ; /\ 250.50 TOP & BOTTOM CURB ELEVATIONS -250- ------ EXISTING 10' CONTOUR
REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) / \ \ \ /7 \ CB -A/ 250.00
INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY). \ - 252- - - - - --
/ 1 \ \ \ �• / � EXISTING 2' CONTOUR
TW= 223.00 -TOP OF WALL ELEVATION EASEMENT LINE
7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO ' \� BQ" // BW= 213.00 - BOTTOM OF WALL ELEVATION -
(2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY. 4i \` / / / / (NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE '
CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL I / I PAD 7 \ 1 4.50 \ f /� / /
BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT 1 8
JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND I 1 50'x75' 250.60 SPOT ELEVATION
CB -A7 (/
A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF \ //I may / / PAD 71/175
MORTAR MAY BE DELAYED UNTIL FILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) I \ \ I / \
/
INCHES. \ \ \ / j / / /: 50')(55'
9. PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M -198 FOR TYPE B
FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS
SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING 10' WIDE NO CLEAR-1 42
BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED -CELL BUFFER ALONG I O /
SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE PROPERTY LINE 1 \
MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET \
OR EXCEED THE SOIL- TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY \ I \ PAD 7\16.00,
BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E). PIPE FITTINGS SHALL CONFORM TO AASHTO M252 OR \ \ \ 5O'X
AASHTO M294. \ \ \ I / LPAD/ 7113 75
11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND \ \ 69" R P 50'>10
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. - ' - - \ - - \' / / / /t / / / RETAINING WALL
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL. \ \\ \ 1'l /l 1 _ �- _� �_ _ �L _/ / / / / (DESIGNED BY OTHERS)
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE I I \ \ 43 /' / I / / / / / / % / / / / / / PROPOSED
STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL. \ \ \ / / / 100 YEAR
PAP / / LfMIT OF / / / / / FLOOD LINE
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH IN PA� 715.901 I / / / /1 6t EXISTING
THIS MANUAL \ \ (r PQND
50 x7� I . /
15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL \\ I /// // i I / / PjA,J 7/I 3f 7 // / /I /// /
TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING. \ / /
16. ALL BACKFILL SHALL BE NON- PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, 2:1 SLOPE \ / / / z _Z�
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF I I
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A \ \ \ / /
44
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
17. MATERIALS DEEMED BY THE GEOTECH ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE \ / /
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL. P D 1714/.80
( /
18. BACKFlLLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE 1 150'0 ' //^ r /77 I / PAD/'71/3.VO
FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER I // /
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD _ _ _ _ I /[/ / / / / / �; ; EXISTING ; :I
cn
PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8) 6 7R� �// / I/ / / f' { POND
INCHES). €/ -- -�- - -- '
I/
19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION / I I / 45/ / / / / / i / ! � / / / / / / / / { ./ .'
METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN l I �II I cn
20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES JOHN HOWARD FAISON IV / PAD 714.20 i I I / / I I / / / 14 / I \ / �
AFTER THE PIPE HAS BEEN PLACED. DB 1162 PG 684 / ' 111 I I I / \
/ / / / 50/x75 N V \ \ \ \ \
PIN 07141001 / / / 1 I PA �12 \25 \ ' ~']
CHESTNUT LANE TO HAVE / / �-�'� _ _ _I ' I -� / \ \ \ �50\'x76'
1.5" OVERLAY ACROSS / / _ f / �9 {A9 \ n
ENTIRE WIDTH OF ROAD ' / / __ \ _ \
ALONG FRONTAGE -
i / 1 I \ C�A20
MATCH LINE - SEE SHEET C -11 46 /// /'+v '�
NINE -- - - - -- I �/ �//
{ / / / / PROPOSED CDS UNITS
I � { EXISTING / � / /PAD7�14. � 0 / � I \ \ \ \ � _ (REFER TO SW SHEETS
I \ 1 CHESTNUT LANE / / / 50/X7 // / I _ I \ \ PAp \ \7 \�1\ - FOR DETAILS). CDS
(60' PUBLIC R /W) / / /p - _ _ - UNITS ARE NOT TO BE
\\ \\ \\ �0�?C \6 \ \� , - -� LOCATED G THE
I I 10' WIDE NO CLEAR / / ( PUBLIC RIGHT TE WAY
HENRY 0 AND { TEMPORARY- - - - - \ / / / / / / 1 1 I \- _ - } 1 1 _ 1_ L _ / _ _ _ PROPERTY.
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PIN 07141001 II I EASEM NRAIN 54 Ir I AD 725.40 ' PAII 72 1 ' PAD 722.10 I PAL 721 • 10 I
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\ \ \ \\ \ \ BUFFER ALONG
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PROJECT NO. MRH -13040
FN.ENAME: MRH13040 -G1
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
DATE: 071 25 -0
DATE: 07-1
SHEET N0.
C -9
�JI MCADAMS

GRADING LEGEND
®
FLARED END SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
Q
STORM MANHOLE
�--
DRAINAGE FLOW ARROW
�.
LINE BREAK SYMBOL
250.50
TOP & BOTTOM CURB ELEVATIONS
250.00
TW= 223.00
-TOP OF WALL ELEVATION
BW= 213.00 - BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
250.60
SPOT ELEVATION
I_�eh1�1�f: _ ► • �
f \
CHESTNUT HOMEOWNERS I
ASSOCIATION INC
PIN 07141006
STORM DRAINAGE \ CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
STORM SERVICE LINE \ LOT 50 i
PIN 07141106
RD -RD- ROOF DRAIN, 8" ADS
NON - PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
-TP -TP - TREE PROTECTION \ / t
LD LIMITS OF DISTURBANCE
J WOODED AREA \
250 10' CONTOUR , �i \` PAD' 705.60
252 2' CONTOUR // 50'X6
_250- - - - - -- i
EXISTING 10' CONTOUR CHESTNUT SUBDIVISION, PHASE 2 / // - /l / �� /�
_252 ______ EXISTING 2' CONTOUR PB. H PG. 251 ✓ % : '
LOT 51
EASEMENT LINE PIN 07141107 It CB_BS
� /3 /" RCP \ C134
/ i 1 1-134
DOWNSPOUTS FOR LOT / \/ �/ ✓(/ / / j/ DUKE POWER DUKE ENERGY
37 TO CONNECT TO _ _ I R0 POSED 20' \ / / / / °' I� / / CORPORATION
CATCH BASIN AS TO - - L \ UT IL Y �ASEMENT. \ / / PROPOSED 20' / % /' // / /t
ENSURE IMPERVIOUS 30• IRS' TILITY.EASEM N,T. / PIN 07141007A
ARE FROM BUILDING IS \� \ \ l� 1
TREATED IN \ RIP SRAP� >U-nLl\ STORMCEPTORS \ / ) / , EX TING .::: )S 15'x. . / I EASEMEN�' /. C8NCI2EI HEADWAL7 X /1 i:: >l : N�DO s #D/ (➢YP ) ( EE DF/TAIL) 2 -85.LF :48Y CM
PAD 708.50 / / I l l I I / 9:18% (CONTRACT
I ( / / ( / J %I : '- TO�:MATCH
r50'X�0' \ / / : B FOR : INVER
\ \\ \\ ELEV.TIONS
�v A o /35 /
$A *ET`Y RAIL . ! I /
P�tD 7I 10.50 PAD 78/50
r / > \ C�B A6\
`\\ 5 X6�\\ \\ ��\ ^ /RC /` I .. DRAIN EASEMENT ' .I 54 II I 0 'X75' y / /�✓ / / \ / //
66" RCP \ \ \ O
JJ j �\ \ ,� \.\ , I E TING SE
` Il LIN REh N /
�' \ � v '�i �, �'t,•.•.. -._.. r, -� �+ 1:1. li � I 1 I II ' T I � I 134
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD
SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET PAVEMENT (PUBLIC ROADS) EXCEPT
FOR CULVERTS EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL
TO OR GREATER THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT
HAS A CONCRETE POURED INVERT. MINIMUM GAUGE FOR METAL PIPE SHALL BE 14 GAUGE.
3. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE PIPE,
CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE, AS APPROVED BY THE
CITY /COUNTY ENGINEER. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM
THE CITY /COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND
THE JOINT ENTIRELY INTERLOCKING.
4, ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE STRUCTURES
IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE TOWN ENGINEER.
5. ALL HIGH - DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR /SMOOTH INTERIOR,
CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE
PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
6. CONCRETE PIPE USED WITHIN THE STREET RIGHT -OF -WAY SHALL BE A MINIMUM OF CLASS III
REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18)
INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY).
7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO
(2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY.
8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE
CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL
BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT
JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND
A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF
MORTAR MAY BE DELAYED UNTIL FILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30)
INCHES.
9. PREFORMED JOINT SEALER WHICH CONFORMS TO AASHTO SPECIFICATION M -198 FOR TYPE 6
FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS
SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING
BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED -CELL
SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE
MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET
OR EXCEED THE SOIL- TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY
BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E). PIPE FITTINGS SHALL CONFORM TO AASHTO M252 OR
AASHTO M294.
11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE
STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH IN
THIS MANUAL.
15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL
TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING.
16. ALL BACKFILL SHALL BE NON- PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
17. MATERIALS DEEMED BY THE GEOTECH ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE
FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD
PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8)
INCHES).
19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN
PLACE.
20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES
AFTER THE PIPE HAS BEEN PLACED.
'TALI 7b9.p01
' I
c9-A4 X75 1
X33 1
�Q / \ 10' WIDE NO CLEAR
q
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PAD 71 .69 I r // G -C4 \\\ \ \ OI'x7 ' �� PROPERTY LINE
150 xKi5 / / / / iY y:: 1
�NING
e c �
PAD ��/13'�Oi j
50'x.6,8' / (DESIGNED BY / // g /\ �/ I 32 PROPERTY LINE
/ OTHERS) /
x
A II
/ `� / / �' x. ! / /,r / PA® 7112.10 \
` PUBLIC STORM 60 / RCP 0'05' X /'5 \
/ \ '
PROPOSED / / // / /DRAIN EASEMENT a
X100 YEAR / / / /
/ .
/ PROPOSED CDS UNITS (. � / / / � ' f \
LO D NE
j; cg
.(REFER TO SW SHEETS ,/
1Y
:FOR DETAILS). CDS
:UNITS ARE NOT TO BE \
;LOCATED IN THE 1'
I / / 1� \ \ \ 2:1 SLOPE
PUBLIC RIGHT OF WAY . ; . 1 �I 21 \ \\ `_ \ \ \
/:BUT ON PRIVATE PAD 71.50 \
/� IBA EN�ENT LOT, \ � 0"x\75 /
LIMITS OF / / / l::: ..:::. .: / : /: / /' . / I I \ 60' R ' \
/ �.;:;:;:; / .1 i fF 711.5
EXISTING \
\
POND q / . . `k'. /I / / ��D��bO., 5
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157 \ I 50'x75'
1
\ \ \\ \ LENNAR CAROLINAS, LLC
' . II \ \ / \ \ ' \ DB 4305, PG 730
j ): I \ \ \ r\ r 5' CP I \ \ PIN 07141008
\..... \ \ PA 7113. 0 /
�. �. . : \ \
v PAD I /15.001
50'x75'
v2>3 l_ I
r EXISTING':':'1':':':'. \ \ \
v
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\ D DICA D
t•-1 POND % \ . . ; . I: :I \ RAd\ 713.0 , • \ \ CP 28 TREE A SAVE /
L ... 5o \xep \ \ ` /
...... \ .\ \ ,Y \ ; \� \ PAD 715.7
50'x75
LJ� 1111 ' II \ 1 .� 2�
Czj i::::: ::: �:: : : !:
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AD' 71\4 .8 \
\500 75\ \\ / r
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PAD 71 ,.25
T, / / , 0 x73 \ ./
- - . :/: . �: /�\ CHRISTOPHER G. MOWBRAY
PIN 07141026
�_-_ - - - -- _- - - - -_ -- PAD\715.2 ARTHUR P. AND
� � � MARTHA A. REIN JR.
- - - -- - - - - \ \ IIII TREE �SAVE & 50'x60' DB 3493 PG 310
ARF� - - -- PIN 07141025
DONNELLr- rARLTON CAMERON I 1V0f"�
DB 3634 -PG 699
PIN 07141022 I GRAPHIC SCALE
XISTING 20 UTILITY /EASEMENT f 1 \ ~\- 40 0 20 40 80
(TRYP.)�E
= - _ :+_ I FINAL DRAWING - NOT RELEASED FOR 40 ft
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PROJECT No. MRH -13040
FH.sN"E: MRH13040 -G2
CHECEED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: 071,25 -0
DAT 2014
E:
SHEET N0.
C -10
J MCADAMS

GRADING LEGEND
®
FLARED END SECTION
STORM DRAINAGE
-
STORM SERVICE LINE
CATCH BASIN
- RD -RD-
ROOF DRAIN, 8" ADS
DROP INLET
NON- PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
■
STORM SERVICE INLET
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
•
STORM SERVICE ROOF -DRAIN
-T, -TP -
TREE PROTECTION
O
STORM MANHOLE
_LD-
LIMITS OF DISTURBANCE
WOODED AREA
�--
DRAINAGE FLOW ARROW
J
250
10' CONTOUR
ti
LINE BREAK SYMBOL
252
2' CONTOUR
250.50
TOP & BOTTOM CURB ELEVATIONS
-250 - - - - - --
EXISTING 10' CONTOUR
250.00
252_
- --
EXISTING 2' CONTOUR
TW= 223.00 -TOP OF WALL ELEVATION
BW= 213.00 - BOTTOM OF WALL ELEVATION
-
EASEMENT LINE
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
250.60 SPOT ELEVATION
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD
SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET PAVEMENT (PUBLIC ROADS) EXCEPT
FOR CULVERTS EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL
TO OR GREATER THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT
HAS A CONCRETE POURED INVERT. MINIMUM GAUGE FOR METAL PIPE SHALL BE 14 GAUGE.
3. ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE PIPE,
CORRUGATED METAL PIPE OR HIGH DENSITY POLYETHYLENE (HOPE) PIPE, AS APPROVED BY THE
CITY /COUNTY ENGINEER. NO OTHER TYPE OF PIPE SHALL BE USED WITHOUT PRIOR APPROVAL FROM
THE CITY /COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND
THE JOINT ENTIRELY INTERLOCKING.
4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE STRUCTURES
IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE TOWN ENGINEER.
5. ALL HIGH - DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR /SMOOTH INTERIOR,
CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE
PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
6. CONCRETE PIPE USED WITHIN THE STREET RIGHT -OF -WAY SHALL BE A MINIMUM OF CLASS III
REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18)
INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY).
7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO
(2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY.
8. CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE
CLEAN AND MOIST WHEN MORTAR IS APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL
BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE FLUSH AND EVEN WHEN THE NEXT
JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND
A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF
MORTAR MAY BE DELAYED UNTIL FILL IS COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30)
INCHES.
9. PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M -198 FOR TYPE B
FLEXIBLE PLASTIC GASKETS, MAY BE USED IN LIEU OF THE MORTAR JOINING METHOD.
10. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HOPE PIPE. COUPLING BANDS
SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING
BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED -CELL
SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE
MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET
OR EXCEED THE SOIL- TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY
BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E). PIPE FITTINGS SHALL CONFORM TO AASHTO M252 OR
AASHTO M294.
11. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND
SMOOTHED TO AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
12. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
13. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE
STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL.
14. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH IN
THIS MANUAL.
15. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL
TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING.
16. ALL BACKFILL SHALL BE NON- PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
17. MATERIALS DEEMED BY THE GEOTECH ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE
REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
18. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE
FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD
PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8)
INCHES).
19. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN
PLACE.
20. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES
AFTER THE PIPE HAS BEEN PLACED.
EXISTING ---
CHESTNUT LANE
(60' PUBLIC R /W)
� Il lj lf�/ I It I j
SI I III I E tI I I JACK AND BETTY STAFF
I I I I I DB 3602 PG 154
II I I/ I PIN 07141115
I I� I IAlI
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I � II II I II I
I I I I CHESTNUT LANE TO HAVE
I II I I 1.5" OVERLAY ACROSS
I I ENTIRE WIDTH OF ROAD
II I i ALONG FRONTAGE
III I I I
I 15" RCP
I 1
Vic� I
w� I1 I I' I 15" RCP
III
II
II II I I PROPOSED EDGE OF
III I I I I PAVEMENT
TEMPORARY
II II I II
II I I CONSTRUCTION
EASEMENT III I
II \I I I
HENRY 0. AND I I II f
ELSIE G. EUBANKS I 1
PIN 07141001D I I I t I II
I I
II II I I I I JOHN HOWARD FAISON IV
I I \ I DB 1162 PG 684
18 i I { • I I 15" RCP PIN 07141001
II ,iIII
� III I I I
III�T-4� JI I
I I I
I ( n I EXISTING EDGE OF
I II I PAVEMENT
EXISTING
III RIGHT OF WAY
MATCH LINE - SEE SHEET C -9
- _ MATCH LINE _
'\7\ \
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r C -9 _
7 E SIX TING
RIGHT OF WAY
EXISTING FDGF OF
CHESTNUT LANE �\
(60' PUBLIC R /W)
MARK AND NANCY DECHANT
DB N/A PG N/A
PIN 07141015
\ CHESTNUT LANE TO HAVE
\ \ \
1.5" OVERLAY ACROSS
\ ENTIRE WIDTH OF ROAD
ALONG FRONTAGE
�4 \
GARY AND LAURA SHEPARD
DB 3633 PG 342
PIN 07141019
iumurm
GRAPHIC SCALE
40 0 20 40 80
FINAL DRAWING - NOT 4LASED'Mh CONSTRUCTION
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PE07ECT NO. MRH -13040
FHENAME: MRH13040 -G2
cHECEED BY. RMR
DR&" Hr: CM /JL /RMR
SCALE: 1 "=40'
DATE' 07 -25 -2014
SHEET NO.
C -11
1=111 MCADAMS

A. GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARD
SPECIFICATIONS UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.
2. ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE PUBLIC STREET PAVEMENT EXCEPT FOR
CULVERTS EQUAL TO OR GREATER THAN (60) SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL TO
OR GREATER THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS ALLOWED IF IT HAS
A CONCRETE POURED INVERT. MINIMUM GAUGE FOR METAL PIPE SHALL BE 14 GAUGE.
3. ALL STORM DRAINAGE PIPE OUTSIDE THE PUBLIC STREET PAVEMENT SHALL BE REINFORCED SMOOTH
LINED HIGH DENSITY POLYETHYLENE (HOPE) PIPE (FOR PIPES 15" AND LARGER), AS APPROVED BY THE
CITY /COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE AND THE
JOINT ENTIRELY INTERLOCKING. ALL PIPING FROM STORMWATER POND OUTLET STRUCTURES SHALL BE AS
SPECIFIED ON THE POND DETAIL SHEETS
4. ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE -CAST STORM DRAINAGE STRUCTURES
IN ANY STREET RIGHTS -OF -WAY, PRIOR APPROVAL SHALL BE OBTAINED FROM THE CITY /COUNTY
ENGINEER.
5. ALL HIGH - DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR /SMOOTH INTERIOR,
CONFORM TO THE REQUIREMENTS OF AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE
PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
6. CONCRETE PIPE USED WITHIN THE STREET RIGHT -OF -WAY SHALL BE A MINIMUM OF CLASS III
REINFORCED CONCRETE PIPE, WITH A MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18)
INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY).
7. THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO
(2) FEET OF COVER WILL BE REVIEWED INDIVIDUALLY.
8. COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS
SHALL COVER AT LEAST ONE FULL CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING
BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE MADE OF CLOSED -CELL
SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE
MANUFACTURER SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET
OR EXCEED THE SOIL- TIGHTNESS REQUIREMENT OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY
BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E). PIPEFITTINGS SHALL CONFORM TO AASHTO M252 OR
AASHTO M294.
9. ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
10. ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE
STEPS IN ACCORDANCE WITH STANDARD DETAILS SET FORTH IN THIS MANUAL.
11. ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH IN
THIS MANUAL.
12. ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL
TO ONE (1) FOOT VERTICAL (2:1) AND NOT TO EXCEED 10' WITHOUT TERRACING, OR AS DIRECTED BY
THE ON -SITE GEOTECHNICAL ENGINEER.
13. ALL BACKFILL SHALL BE NON- PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE,
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER TAMPING BLOWS OR PROOF ROLLING.
14. MATERIALS DEEMED BY THE GEOTECHNICAL ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES
SHALL BE REMOVED AND REPLACED WITH SELECT BACKFILL MATERIAL.
15. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS WD. THE
FILL AROUND THE PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED EIGHT (8) INCHES, EACH LAYER
SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD
PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8)
INCHES).
16. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION
METHODS. EACH LAYER OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN
PLACE.
17. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES
AFTER THE PIPE HAS BEEN PLACED.
STORM CHART
to
17 to CB -A18
to
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.53 1 723.44 I 76.50
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f•Z! MAE..s*mMAE:3RR ==131493
3
1
E11111d:1
707.03 ) 0.71
0.55 1 0.18 I 0.18
7
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1
712.00
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INVERT ELEV.
SWUM=
PIPE
PIPE
REFERENCE
DRAINAGE AREA "A"
RUNOFF
1�..
RAINFALL
KNOWN
R OFF
FULL
�G 1��
HGL ELEV.
(FT.)
STRUCTURE
( FT. )
LENGTH
SLOPE
DIAMETER
ELEVATION
( FT)
( ACRES )
COEFFICIENT
"A"
x "C"
FLOW TIME (MIN.)
INTENSITY
RUCAPACITY NOFF
(CFS)
VELOCITY
FROM I TO
DOWN
UP
(ft)
N
(in)
DOWN
UP
INC.
TOTAL
(C)
INC.
TOTAL
INLET
SYSTEM
(in /hr)
(cfs)
INC.
TOTAL
(cfs)
(ft/s)
DOWN
UP
FES -A2 TO CB -A3
696.76
698.87
51.00
4.14
36
696.76
704.37
0.19
15.40
0.55
0.10
8.47
5.00
13.50
5.40
46.15
0.00
46.15
135.66
7.61
699.42
701.08
CB -A4 to CB -A5
697.10
697.10
45.37
0.00
66
705.44
705.92
OEM
0.94
14.53
0.55
0.52
7.99
5.00
12.20
5.70
Imm
45.39
0.00
45.39
0.00
1.92
702.46
702.47
CB -A6 to CB -A7
697.10
697.80
72.00
0.97
60
711.30
712.62
0.93
12.45
0.55
0.51
6.85
5.00
9.80
6.20
42.18
0.00
42.18
256.83
2.16
702.62
702.64
CB -A8 to CB -A9
699.00
699.90
MEMOIR=
141.87
0.63
60
712.48
710.96
0.86
10.57
0.55
0.47
5.81
5.00
7.20
6.80
39.59
0.00
39.59
1 207.46
6.37
700.79
701.65
to
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DRAINAGE STRUCTURE NOTES:
1. ALL CATCH BASIN (CB) TYPE STRUCTURES SHALL BE NCDOT STD. 840.02 WITH NCDOT STD. 840.03 FRAME, GRATE AND HOOD. ALL DROP INLET (DI) TYPE
STRUCTURES SHALL BE NCDOT STD. 840.14 WITH NCDOT STD. 840.16 FRAME AND GRATE. ALL OPEN THROAT (OT) TYPE CATCH BASINS SHALL BE NCDOT STD.
840.04. CONTRACTOR MAY SUBMIT ALTERNATIVE STRUCTURES FOR ENGINEERS APPROVAL.
2. REFERENCE POINTS FOR EACH STRUCTURE TYPE ARE AS FOLLOWS:
CB - TOP OF CURB
DI - CENTER OF GRATE
OT - THROAT "TOP ELEVATION"
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT x0. MRH -13040
mxNANE: MRH13010 -GN1
CHECKED BY. RMR
DRAWN BY: CM /JL /RMR
SCAM: N/A
DATE: 07 -25 -2014
sHEer xo.
C -12
'J MCADAMS

_ ,<ROOT ZONE PROTECTION RADIUS
TREE
TRUNK
1
ROOT ZONE PROTECTION RADIUS IS 1' FOR EVERY
SUGAR MAPLE
INCH OF TREE TRUNK DIAMETER, AS SHOWN ON
REQUIRED WHERE SITE IS
THE PLAN, MEASURED 4.5' ABOVE GROUND.
27
TREE PROTECTION FENCING TO BE INSTALLED AT
NUTTALL OAK
LIMITS OF ROOT ZONE WHERE REQUIRED.
7 SHRUBS
SHRUBS
TREE PROTECTION FENCING CONSISTS OF EITHER
38
TREE PROTECTION FENCE OR SILT FENCING WITH
TULIP POPLAR
ORANGE TREE SAVE BACKING.
ROOT
ZONE PROTECTION DETAIL
6
NTS
TIM SAVE ARFA
REQUERED TREE SAVE. 596 (0.99 AC.)
PROVIDED TREE SAVE 696 (1.60 AC.)
(1.27 AC. + 0.33 AC.)
TREE PLANTING SCHEDULE
SYMBOL QUANTITY BOTANICAL NAME COMMON NAME SIZE HEIGHT
—
34
ACER SACCARUM
SUGAR MAPLE
2°
REQUIRED WHERE SITE IS
tq \ PIN 07141001E
27
QUERCUS NUTTAUI
NUTTALL OAK
2"
7 SHRUBS
SHRUBS
--
38
URIODENDRON TULIPFERA
TULIP POPLAR
2'
PIN 07141025
6
CRAPE MYRTLE
LAGERSTROEMIA 1NDICA
2.
YARD LIGHTS
84
AMERICAN HOLLY
ILEX OPACA
1
18"
EXISTING CHESTNUT LANE
(60' PUBLIC R /W)
HENRY 0. AND
ELSIE G. EUBANKS
PIN 07141001D
ELAINE A. NICHOLS
PIN 07141001E
DONALD E. AND
KATHLEEN F. GOESSEL
PIN 07141001J
EX. RED BARN__
TRAIL
(VARIABLE PUBLIC R /W)
10' CURB TRANSITII
POSSIBLE LOCATION
OF ENTRANCE SIGN
CHESTNUT LANE TO HAVE -
1.5" OVERLAY ACROSS
ENTIRE WIDTH OF ROAD
ALONG FRONTAGE
CHANG YUNG KI
AND SOON SUN
PIN 07141016A
I
I
I
I
II
�I klii
I° f
Id
,
EX. YARROW STREET
50' PUBLIC R/1P
4
CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
LOT 51 /
PIN 07141107 ✓ /
,i 20' PUBLIC
/ STORM DRAIN
\ / \EASEMENT
< :'o
CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
LOT 57
PIN 07141113 /
/
/ \
CHESTNUT SUBDIVISION, PHASE 2
PS. H PG. 251
LOT 58
PIN 07141114 / 40
/i
A 0.2 OPACITY BUFFER IS
- - --
—
REQUIRED WHERE SITE IS
GREGORY SETH LEONARD
ADJACENT TO EXISTING
DB 6234 PG 721
REQUIRED WHERE SITE IS
tq \ PIN 07141001E
/
I
1 UNDERSTORY
/
7 SHRUBS
SHRUBS
--
ADJACENT TO EXISTING
43
PIN 07141025
SITE LEGEND
SINGLE FAMILY.
SIGNAGE
YARD LIGHTS
`4b
POWER POLE
�►
1
10' WIDE
I
I
HANDICAP RAMPS
1 CANOPY
PROPERTY LINE
- - -
RIGHT -OF -WAY LINE
—X —X —yX —X—
FENCE
,
1y ' �
�Y
TREE TO ADD - SEE SCHEDULE
1 UNDERSTORY
TREE SAVE
EN=
OPEN SPACE
,..m
GRAPHIC SCALE
60
I
7 SHRUBS
1 inch = 60 ft.
I
(EXISTING VEGETATION TO BE
_
USED IN LIEU WHERE
��
-
APPLICABLE.
I (aal
I I
I
I
I
JOHN HOWARD FAISON IV
DB 1162 PG 684
PIN 07141001
III I I
I�) I
! NI I
1
..
I
A 0.2 OPACITY BUFFER IS
REQUIRED WHERE SITE IS I
ADJACENT TO EXISTING 20' TEMPORARY 46
SINGLE FAMILY. CONSTRUCTION
10' WIDE EASEMENT I I
1 CANOPY
1 UNDERSTORY I
7 SHRUBS 20' FUTURE PERMANENT —
S.S. EASEMENT — —
(EXISTING VEGETATION TO BE
USED IN LIEU WHERE Ii
APPLICABLE.
i
48
V20 51 1 50 i 49 LIGHT PO IE (TYP.) 20' PUBLIC STORM
BLIC STORM E{ D $ N' T (SEE D'TAIL� DRAIN EqSEA MENT a r I
ms's
A,,. /ate •
38
17
16
RETAINING WALL
BY OTHERS)
15
13
• (12
11
S
O
a�
A 0.2 OPACITY BUFFER IS
\
REQUIRED WHERE SITE IS
GREGORY SETH LEONARD
ADJACENT TO EXISTING
DB 6234 PG 721
SINGLE FAMILY.
tq \ PIN 07141001E
/
`
1 UNDERSTORY
/
7 SHRUBS
SHRUBS
MARTHA A. HEIN JR.
DB 3493 PG 310
PIN 07141025
A 0.2 OPACITY BUFFER IS
REQUIRED WHERE SITE IS I
ADJACENT TO EXISTING 20' TEMPORARY 46
SINGLE FAMILY. CONSTRUCTION
10' WIDE EASEMENT I I
1 CANOPY
1 UNDERSTORY I
7 SHRUBS 20' FUTURE PERMANENT —
S.S. EASEMENT — —
(EXISTING VEGETATION TO BE
USED IN LIEU WHERE Ii
APPLICABLE.
i
48
V20 51 1 50 i 49 LIGHT PO IE (TYP.) 20' PUBLIC STORM
BLIC STORM E{ D $ N' T (SEE D'TAIL� DRAIN EqSEA MENT a r I
ms's
A,,. /ate •
38
17
16
RETAINING WALL
BY OTHERS)
15
13
• (12
11
S
O
a�
i \
18
19
``\ \RETAINING Wi
\ \'BY \OTH /ERS)
J\ V
20
STORM
MANAGEMENT
FACILITY
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
/
24
V� 25
30
29 \
DONNELLY CARLTON CAMERON
DB 3634 PG 699
PIN 07141022
A 0.2 OPACITY BUFFER IS
REQUIRED WHERE SITE IS
ADJACENT TO EXISTING
SINGLE FAMILY.
10' WIDE
1 CANOPY
1 UNDERSTORY
7 SHRUBS
(EXISTING VEGETATION TO BE
USED IN LIEU WHERE
APPLICABLE.
II
LENNAR CAROLINAS, LLC
DB 4305 PG 730
PIN 07141008
SAVE
CHRISTOPHER G. MOWBRAY
PIN 07141026
A 0.2 OPACITY BUFFER IS
REQUIRED WHERE SITE IS
A 0.2 OPACITY BUFFER IS
\
REQUIRED WHERE SITE IS
GREGORY SETH LEONARD
ADJACENT TO EXISTING
DB 6234 PG 721
SINGLE FAMILY.
tq \ PIN 07141001E
10' WIDE
1 CANOPY
`
1 UNDERSTORY
7 SHRUBS
SHRUBS
i \
18
19
``\ \RETAINING Wi
\ \'BY \OTH /ERS)
J\ V
20
STORM
MANAGEMENT
FACILITY
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
/
24
V� 25
30
29 \
DONNELLY CARLTON CAMERON
DB 3634 PG 699
PIN 07141022
A 0.2 OPACITY BUFFER IS
REQUIRED WHERE SITE IS
ADJACENT TO EXISTING
SINGLE FAMILY.
10' WIDE
1 CANOPY
1 UNDERSTORY
7 SHRUBS
(EXISTING VEGETATION TO BE
USED IN LIEU WHERE
APPLICABLE.
II
LENNAR CAROLINAS, LLC
DB 4305 PG 730
PIN 07141008
SAVE
CHRISTOPHER G. MOWBRAY
PIN 07141026
A 0.2 OPACITY BUFFER IS
REQUIRED WHERE SITE IS
ADJACENT TO EXISTING
SINGLE FAMILY.
10' WIDE
1 CANOPY
1 UNDERSTORY
`
7 SHRUBS
ARTHUR P. AND
MARTHA A. HEIN JR.
DB 3493 PG 310
PIN 07141025
SITE LEGEND
-o-
SIGNAGE
YARD LIGHTS
`4b
POWER POLE
�►
TRAFFIC DIRECTIONAL ARROW
HANDICAP PARKING STALL
HANDICAP RAMPS
----- - - - - --
PROPERTY LINE
- - -
RIGHT -OF -WAY LINE
—X —X —yX —X—
FENCE
,
1y ' �
�Y
TREE TO ADD - SEE SCHEDULE
TREE SAVE
EN=
OPEN SPACE
,..m
GRAPHIC SCALE
60
0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO. MRH -13040
FRMNAKS: MRH13040 -LS1
CRECM BY: RMR
OEAwN BY: CM /JL /RMR
SCALE: 1"=60'
DATE: 07 -25 -2014
SKEET N0.
C -13
M MCADAMS

CHESTNUT HOMEOWNERS
NOTES: A ♦ ' ASSOCIATION, INC
1. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. ♦ DA: 16.3 C PIN 97141006
2. ALL ROAD IMPROVEMENTS AT CHESTNUT LANE ARE TO BE COORDINATED WITH THE NCDOT EVTr li / YARROW CHESTA S BDI ON, PHASE / � i%
PRIOR TO CONSTRUCTION. XI ala�ra== lx
3. DEVELOPER WILL PROVIDE STREET SIGNS. S EET \ , PB LOT S) �� / V III
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. SO' PUBIC R/lf PIN 07141100 !i `\ �4.
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND /OR APPLICATION OF A
TACK COAT MAY BE REQUIRED NEAR INTERSECTION. THESE REQUIREMENTS WILL BE
ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS. ♦ / ' / ' / \ \ \\ \�
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN ♦ ♦ \ '�/9� ` I �\
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE ♦ ♦ ®
AFFECTED PROPERTY OWNERS. ♦ ♦ /
7. IN ORDER TO ENSURE DRAINAGE, KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB. ♦ / 1
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT -OF -WAY IF 4 A i I // // / X I /
DEEMED NECESSARY BY THE INSPECTOR. DA: 6.76 AC CHESTNUT SUBDIVISION, PHASE 2 1 �i /�
9. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER PB. H PG. 251 / / 1 / v /' l %i /� / l
CONVEYANCE AND ANY STRUCTURES AND /OR OBSTRUCTION TO STORM WATER FLOW IS LOT 51 i 1 I
PROHIBITED. \ PIN 07141107 / 1 Y / / l ` \ o�� i / 1 / \ N I r ,
10. HIGH - DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR ` �I / 1 / Y
PROPOSED PUBLIC STREET RIGHT -OF -WAY MUST BE APPROVED BY THE TOWN'S INSPECTOR
PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE _ L ` \ ' ii/ -B1
TOWN INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT -OF -WAY.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN _ \ `�
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM - \ //
ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. \ � j 37 / / / / / /\ % //
12. PROOF ROLLING OF STREET SUBGRADE AND AGGREGATE BASE MATERIAL SHALL BE PERFORMED ♦
CHESTNUT SUBDIVISION, PHASE 2 / Y
BY THE CONTRACTOR IN THE PRESENCE OF THE OWNERS ENGINEER. THE ENGINEER SHALL
PB. H PG. 251 v o v t p! v ✓ / / / / /
PROVIDE WRITTEN VERIFICATION TO THE TOWN THAT THE SUBGRADE AND AGGREGATE BASE LOT 57
MATERIAL MEET THE DENSITY REQUIREMENT AS SPECIFIED. FAILURE TO PROVIDE ENGINEERS PIN 071411/3 _� / / l II j
VERIFICATION OF THE SUBGRADE AND STONE BASE COURSE COMPACTION COULD RESULT IN L 135
DELAY OF ACCEPTANCE OF THE DEVELOPMENT BY THE TOWN. 100 `C
EXISTING CHESTNUT LANE
(60' PUBLIC R /W)
HENRY 0. AND
ELSIE G. EUBANKS
PIN 07141001D
ELAINE A. NICHOLS
PIN 07141001E
DONALD E. AND
KATHLEEN F. GOESSEL
PIN 07141001J
EX. RED BARN_
TRAIL
(VARIABLE PUBLIC R /W)
CHESTNUT LANE TO HAVE
1.5" OVERLAY ACROSS
ENTIRE WIDTH OF ROAD
ALONG FRONTAGE
CHANG YUNG KI
AND SOON SUN
PIN 07141016A
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STORM SERVICE LINE
CATCH BASIN
ROOF DRAIN, 8" ADS
1 \ I 3 5 IF '� i \
DROP INLET NON - PERFORATED TUBING OR
4� EQUAL 1.0% MIN. SLOPE 3' MIN
STORM SERVICE INLET COVER PVC SCHEDULE 40 IN
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TP -TP- TREE PROTECTION
REVOCABLE LIVING TRUST
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O LD LIMITS OF DISTURBANCE
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PIN 07141001E I 250.50 252 EXISTING 10' CONTOUR
' 250.00 TOP &BOTTOM CURB ELEVATIONS EXISTING 2' CONTOUR
0.38 AC ` `` ' I Tw= 223.00 -TOP OF WALL ELEVATION - - - EASEMENT LINE
�S BW= 213.00 - BOTTOM OF WALL ELEVATION
\ \ i I
ELEVATION NOT WALL FOUNDATION) GROUND
250.60 SPOT ELEVATION
GRAPHIC SCALE
60 0 30 60 120 IL
I inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT No. MRH -13040
FILENAmE: MRH13040 -DAl
CHECKED BY. RMR
DRAWN BY: CM /JL/RMR
SCALE: 1"=60'
DATE: 07 -25 -2014
SHEET N0.
C -14
M MCADAMS

J
O
/ 4
0
O
150' DECELERATION LENGTH
100' BAY TAPER
TIE PROPOSED EDGE
LINE INTO EXISTING
PAVEMENT MARKING
� 1.5" OVERLAY TO
EXTEND 10' PAST
° CONNECTION TO
EXISTING ASPHALT
i {
{ {
{ {
1
RED BARN TRAIL
1 (50' RIGHT —OF -WAY)
100' STORAGE
—M-
M� Kai .5'
�FOC
10'X70' NCDOT-
SIGHT TRIANGLE
� / I
TRANSITION TAPER — -- — -- --I
END CURB
AND GUTTER
I
GENERAL NOTES:
EXISTING
(60'
200' STORAGE
CHESTNUT
RIGHT —OF —WAY)
LANE
I
— x2.00'
t - - 112.00'
I
i
30 "X30" STOP SIGN
(CONTRACTOR TO INSTALL) I
I
1
I
RED BARN TRAIL
(50' RIGHT —OF —WAY)
EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING AND DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF
EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION AND THE COORDINATION
OF THE RELOCATION WITH THE APPROPRIATE REGULATING AUTHORITIES.
CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1- 800 - 632 -4949)
AT LEAST 48 HOURS PRIOR TO DIGGING TO VERIFY EXISTING UTILITY
LOCATIONS.
ALL CONSTRUCTION WITHIN NCDOT RIGHT -OF -WAY SHALL BE TO NCDOT
STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL HAVE COPIES OF ALL NECESSARY NCDOT AND TOWN OF STALLING
PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
NO SUBSURFACE INVESTIGATION HAS BEEN CONDUCTED FOR THIS PROJECT.
THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION OF EXISTING
CONDITIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL
DEVICES IN ACCORDANCE WITH THE STANDARDS OF NCDOT.
CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE (NCDOT STD. 1605.01)
AT THE TOE OF ALL FILL SLOPES AND INLET SEDIMENT TRAPS (NCDOT STD. 1632.03)
AT ALL DRAINAGE STRUCTURES IMPACTED BY CONSTRUCTION.
150' DECELERATION LENGTH
100' BAY TAPER
.— io rrrriartmr�iry i t° 1 T *---�
— TRANSITION TAPER
END CURB AND GUTTER
TIE PROPOSED EDGE -
LINE INTO EXISTING
PAVEMENT MARKING
* PERMANENT
THERMOPLASTIC
PAVEMENT
MARKINGS
MARKING LINES
MARKING SYMBOLS
PA
- (4"
EX. EDP
EDGE
LINE
QC '—
( "ONLY ")
PB
— (4"
WHITE)
4" X
10' SKIP
QD —
PU
PC
— (4"
WHITE)
4" X
2' MINISKIP 10' GAP
QE —
(RIGHT TURN ARROW)
PD
— (4"
WHITE)
SOLID
LANE LINE
OF —
(STRAIGHT ARROW)
PI —
(8"
WHITE)
o
/ �
QG —
TIE PROPOSED EDGE
LINE INTO EXISTING
PAVEMENT MARKING
� 1.5" OVERLAY TO
EXTEND 10' PAST
° CONNECTION TO
EXISTING ASPHALT
i {
{ {
{ {
1
RED BARN TRAIL
1 (50' RIGHT —OF -WAY)
100' STORAGE
—M-
M� Kai .5'
�FOC
10'X70' NCDOT-
SIGHT TRIANGLE
� / I
TRANSITION TAPER — -- — -- --I
END CURB
AND GUTTER
I
GENERAL NOTES:
EXISTING
(60'
200' STORAGE
CHESTNUT
RIGHT —OF —WAY)
LANE
I
— x2.00'
t - - 112.00'
I
i
30 "X30" STOP SIGN
(CONTRACTOR TO INSTALL) I
I
1
I
RED BARN TRAIL
(50' RIGHT —OF —WAY)
EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING AND DURING CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RELOCATION OF
EXISTING UTILITIES AS REQUIRED FOR CONSTRUCTION AND THE COORDINATION
OF THE RELOCATION WITH THE APPROPRIATE REGULATING AUTHORITIES.
CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (1- 800 - 632 -4949)
AT LEAST 48 HOURS PRIOR TO DIGGING TO VERIFY EXISTING UTILITY
LOCATIONS.
ALL CONSTRUCTION WITHIN NCDOT RIGHT -OF -WAY SHALL BE TO NCDOT
STANDARDS AND SPECIFICATIONS.
CONTRACTOR SHALL HAVE COPIES OF ALL NECESSARY NCDOT AND TOWN OF STALLING
PERMITS AND APPROVALS PRIOR TO BEGINNING CONSTRUCTION.
NO SUBSURFACE INVESTIGATION HAS BEEN CONDUCTED FOR THIS PROJECT.
THE CONTRACTOR SHOULD MAKE THEIR OWN INVESTIGATION OF EXISTING
CONDITIONS.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC CONTROL
DEVICES IN ACCORDANCE WITH THE STANDARDS OF NCDOT.
CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE (NCDOT STD. 1605.01)
AT THE TOE OF ALL FILL SLOPES AND INLET SEDIMENT TRAPS (NCDOT STD. 1632.03)
AT ALL DRAINAGE STRUCTURES IMPACTED BY CONSTRUCTION.
150' DECELERATION LENGTH
100' BAY TAPER
.— io rrrriartmr�iry i t° 1 T *---�
— TRANSITION TAPER
END CURB AND GUTTER
TIE PROPOSED EDGE -
LINE INTO EXISTING
PAVEMENT MARKING
* PERMANENT
THERMOPLASTIC
PAVEMENT
MARKINGS
MARKING LINES
MARKING SYMBOLS
PA
- (4"
WHITE)
EDGE
LINE
QC '—
( "ONLY ")
PB
— (4"
WHITE)
4" X
10' SKIP
QD —
(LEFT TURN ARROW)
PC
— (4"
WHITE)
4" X
2' MINISKIP 10' GAP
QE —
(RIGHT TURN ARROW)
PD
— (4"
WHITE)
SOLID
LANE LINE
OF —
(STRAIGHT ARROW)
PI —
(8"
WHITE)
SOLID
GORE LINE
QG —
(COMB. STR /LT ARROW)
PJ
— (8"
WHITE)
DIAGONAL LINE
QH
— (COMB. STR /RT ARROW)
PK — (8" WHITE) CROSSWALK LINE
PO — (24" WHITE) STOP BAR
PQ — (4" YELLOW) 4" EDGE LINE * TEMPORARY STRIPING FOR TRAFFIC CONTROL
PR — (4" YELLOW) 4" X 10' SKIP MAY BE NCDOT STANDARD PAINT
S PT — (4" YELLOW) SINGLE CENTER LINE
PU — (4" YELLOW) DOUBLE CENTER LINE
PY — (8" YELLOW) DIAGONAL
1.5" OVERLAY TO
EXTEND 10' PAST
CONNECTION TO
EXISTING ASPHALT
NCDOT STD. DRAWINGS
I
I
200.02 METHOD OF CLEARING - METHOD II
225.06 METHOD OF GRADING SIGHT DISTANCE AT INTERSECTIONS
225.02 GUIDE FOR GRADING SUBGRADE- SECONDARY AND LOCAL
654.01 PAVEMENT REPAIRS
840.72 PIPE COLLAR
846.01 CONC. CURB, GUTTER AND CURB & GUTTER
1101.01 WORK ZONE ADVANCE WARNING SIGNS
1101.02 TEMPORARY LANE CLOSURES
1101.04 TEMPORARY SHOULDER CLOSURES
1110.02 PORTABLE WORK ZONE SIGNS- MOUNTING HEIGHT & LATERAL CLEARANCE
1250.01 PAVEMENT MARKER SPACING
1605.01 TEMPORARY SILT FENCE
1633.02 TEMPORARY ROCK SILT CHECK TYPE 'B'
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT x0. MRH -13040
TNAUE MRH13040 -PM1
CHECKED BY: RMR
DRAWN BY: CM /JL/RMR
SCALE: f=40'
DATE: 07 -25 -2014
SHEET NO. C -15
'J MCADAMS

EXISTING CHESTNUT LANE
(60' RIGHT —OF —WAY)
48N48" 48N48" 48 "x48"
W20 -4 W2\4 20-7a
350' 1 350' 1 350'
i
TRAFFIC CONTROL GENERAL NOTES
A) ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION(NCDOT) THE NCDOT ROADWAY STANDARD DRAWINGS
AND THE CURRENT EDITION OF THE NCDOT. STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
B) THE CONTRACTOR IS TO NOTIFY NCDOT IN WRITING 10 WORKING DAYS IN ADVANCE OF
ANY ROAD CLOSURE OR 5 WORKING DAYS PRIOR TO CLOSING ONE OR MORE TRAVEL
LANES.
C) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND
MAINTAIN ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND /OR
CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC
CONTROL PLANS UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
D) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL W.A.T.C.H.
DIAGRAMS OR STANDARDS BE USED IN ONE AREA OF CONSTRUCTION. CHANNELIZING
DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED, SUPPLEMENTED, CHANGED,
OR REMOVED AS NECESSARY TO COMPLY WITH THE CONSTRUCTION PHASING OF THE
PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY
THE ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION
WHEN TWO OR MORE TYPICALS AND /OR ROADWAY STANDARD. DRAWINGS OVERLAP.
E) CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR
NEAR A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED
SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING
SIGHT DISTANCE IS MET.
F) THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT
WITH WELL- MAINTAINED SIGNS, BARRICADES, WARNING AND /OR CHANNELIZING DEVICES.
ON CONNECTING ROADS, ALL BARRICADES, SIGNS, WARNING, AND /OR CHANNELIZING
DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED
DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER.
G) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START
UNTIL ALL OF THE REQUIRED SIGNS, BARRICADES, WARNING, AND /OR CHANNELIZING
DEVICES ARE INSTALLED AND APPROVED BY THE ENGINEER.
SHIFT
TAPER BUFFER
125' 175'
CONTRACTOR TO MAINTAIN A-
MINIMUM TRAVEL LANE OF 10'
i
� I
WORK AREA
100'
A
l
I a
TEMPORARY WORK ZONE TRAFFIC CONTROL NOTES
1. TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH COOT
WORK AREA TRAFFIC CONTROL HANDBOOK.
2. PLACE CONES ADJACENT TO WORK AREA AT THE MAXIMUM SPACING
EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT. PLACE CONES
SEPARATING OPPOSING TRAFFIC AT THE MAXIMUM SPACING OF 25
FEET.
3. DRUMS OR SKINNY -DRUMS MAY BE USED IN LIEU OF CONES.
4. LANE CLOSURE RESTRICTIONS: 6AM -9AM AND 4PM -6PM. NO LANE
CLOSURES SHALL BE LEFT IN PLACE AT NIGHT WHEN WORK IS NOT
BEING PERFORMED. MAINTAIN ACCESS TO BUS STOPS AT ALL TIMES.
5. LANE CLOSURES, IF REQUIRED, SHALL
FOLLOW GUIDELINES AS OUTLINED IN THE MUTCD.
6. ANY DAMAGED PAVEMENT SHALL BE REPAIRED AS FOLLOWS:
A. 10" TYPE B25.OB BASE COURSE
B. 2.25" TYPE 119.013 INTERMEDIATE COURSE
C. 2.5" TYPE S9.56 SURFACE COURSE
r
W3 -4
BUFFER TAPER
175' 125'
350' 350'
I
r
I I
I � I
RED BARN TRAIL
(50' RIGHT —OF —WAY)
I EGENn
CONTROL SIGN LEGEND
•
CONES /DRUMS
DIMENSION
SIGNS
\-a—
FLASHING ARROW
u
PANEL
DIRECTION OF
BE PREPARED TOO
TRAFFIC FLOW
CHANGEABLE
MESSAGE SIGN
ONE LANE ROAD O
FLAGGER
TRAFFIC
CONTROL SIGN LEGEND
NCDOT
ID CODE
MUTCD
SIGN MESSAGE /SHAPE
DIMENSION
W21 -4
ROAD WORK O
AHEAD
48 "x4B"
W3 -4
BE PREPARED TOO
48 "x48"
STOP
W20 -4
ONE LANE ROAD O
48 "x48"
AHEAD
W20 -7a
<0>
48 "x48"
R4 -7
24 "X30"
W20 -51R
RIGHT LANE O
48 "x48"
CLOSED AHEAD
W20 -51L
LEFT LANE O
48 "x48"
CLOSED AHEAD
W4 -2R
48 "x48"
W4 -2L
48 "x48"
R3 -5R
ONLY
®
30 "x36"
R3 -5L
1
30 °x36"
R3 -7R
RIGHT LANE MUST
❑
30 "00"
TURN RIGHT
W4 -71.
THRU TRAFFIC O
30 "x36"
MERGE LEFT
W9 -1R
RIGHT LANE O
48 "x48"
ENDS
W20 -5aR
RIGHT 2 LANES
CLOSED AHEAD
48 "x48"
W20 -5aL
LEFT 2 LANES
CLOSED AHEAD
48 "x48"
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
N
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PROTECT. NO. MRH -13040
FHENAME: MRH13040 -TC1
CHECKED BY: RMR
DRAW" BY: CM /JL /RMR
SCALE: 1 " =40'
DATE: 07 -25 -2014
SHEETNO.
C -16
M MCADAMS

UTILITY NOTES CONSTRUCTION SEQUENCE
1.) CONSTRUCTION
TI UTILITY DEPARTMENT MSTANDA DS SHALL
AND SPECIFCATIONS,NANDWTO UNION COUNTY (FOR REMOVAL AND REPLACEMENT OF EXISTING SANITARY SEWER) YARROW STREET
WATER AND SEWER EXTENSION POLICY AND UNION COUNTY WATER /SEWER 50' PUBLIC R/W
EXTENSION ORDINANCE. 1. EXISTING MANHOLES 15 AND 16 ARE TO BE PROTECTED FROM
2.) CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING DAMAGE UNTIL REMOVED FROM SERVICE. \ �`
UTILITIES FROM THE APPROPRIATE PARTIES PRIOR TO CONSTRUCTION. 2. INSTALL AND TEST SS MANHOLES 2 THROUGH 7 PRIOR TO
3.) LATERAL LOCATIONS ARE APPROXIMATE AND SUBJECT TO RELOCATION DURING BYPASS. \
CONSTRUCTION. 3. BLOCK FLOW AT EXISTING SSMH 16 AND PUMP FLOW AROUND \
4.) IF WATER MAIN CROSSES OVER THE SANITARY SEWER WITH LESS THAN 18 INCHES TO EXISTING MANHOLE 13. BYPASS FLOW FROM EXISTING SS \
OF VERTICAL SEPARATION OR UNDER THE SANITARY SEWER, BOTH LINES ARE TO MANHOLE 16 TO EXISTING SS MANHOLE 13 WHILE INSTALLING \ ��
BE CONSTRUCTED OF DUCTILE IRON PIPE 10 FEET EACH SIDE OF THE CROSSING. SANITARY SEWER SERVICE FROM EXISTING SS MANHOLE 14
5.) IF THE SANITARY SEWER IS LESS THAN 24 " UNDER OR 24 " CHESTNUT SUBDIVISION OVER THE STORM TO PROPOSED SS MANHOLE 2. PB. H PG. 251 PHASE 2
DRAIN, USE A MINIMUM OF 20 FEET OF DUCTILE IRON PIPE. 4. CONTRACTOR TO PROVIDE TWO PUMPS ON -SITE FOR BYPASS LOT 51 /
6.) WATER MAIN CROSSING UTILITIES WITH LESS THAN 3 FEET Of VERTICAL CLEARANCE TO ENSURE CONTINUOUS FLOW. PUMPS ARE TO BE
SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE. MAINTAINED BY CONTRACTOR. \ /
7.) CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS 5. INSTALL THE PROPOSED SS MANHOLES AND SEWER MAINS \ PUBLIC`
NECESSARY TO INSURE SAFETY TO THE PUBLIC. AS SHOWN ON SHEETS C -17 AND P -1. \ STORM DRAIN
8.) ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING 6. THE NEW SEWER LINE MUST BE INSPECTED AND APPROVED \ ' / EASENi`NfiCr
TO STANDARDS OR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. BY THE UNION COUNTY PUBLIC WORKS BEFORE RECONNECT / SSMH -10
9.) SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 AND PUT IN SERVICE
SUBPART P, OR AS AMENDED. 7. REMOVE SS MANHOLES 15 AND 16, ALONG WITH SEWER MAIN \ /
� � 37 SHEET P-1-\ 10.) FIRE HYDRANTS SHALL BE PLACED AS SHOWN ON THE STREET CROSS SECTION FROM SS MANHOLE 14 TO THE POINT OF NEW CONNECTION \ /
DIAGRAMS INCLUDED IN THIS PLAN SET, AND SHALL HAVE A CLEAR SPACE OF 3' (BETWEEN SS MANHOLES 16 AND 17). MANHOLE AND CHESTNUT SUBDIVISION \ �� ` ff
FROM ANY PERMANENT STRUCTURES. SANITARY SEWER PIPE COMING OUT OF SERVICE TO BE PHASE 2 \ / S�EWEit LINE A� /;
11.) METERS WILL NOT BE SET IF METER BOXES, SEWER CLEANOUTS, VALVE BOXES OR PB. H PG. 251
THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED. REMOVED BY CONTRACTOR. LOT 57
12.) VERIFICATION HAS BEEN MADE BY JOHN R. McADAMS CO. THAT EACH LOT IS
CAPABLE OF HAVING GRAVITY SEWER SERVICE TO THE CENTER OF THE LOT AT THE _ _ - - - .- - - - - - - -
FRONT SETBACK. - - Zl(\,
13.) A FIELD RUN SURVEY WAS COMPLETED BY THE JOHN R. McADAMS COMPANY ON FEBRUARY 5, 2014.
CHESTNUT SUBDIVISION, PHASE 2 /
NOTES PB. H PG. 251
DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER METERS. METERS LOT 58 / 40 \
WILL NOT BE SET IF WATER METER BOXES, SEWER CLEAN -OUTS, VALVES
OR THEIR APPURTENANCES ARE DAMAGED OR IMPROPERLY POSITIONED.
DO NOT PLACE SIDEWALKS OVER WATER MAINS. -- - - -
DO NOT PLANT TREES OVER WATERMAINS AND SEWER MAINS OR WITHIN
EASEMENTS.
i
PER UNION COUNTY PUBLIC WORKS STANDARDS, ALL WATER LINE MUST
MAINTAIN A MINIMUM COVER OF 3' UNLESS DUCTILE IRON PIPE IS I SSMH -14
PROVIDED. I ,
ANY EXISTING EASEMENTS TO BE ABANDONED MUST BE APPROVED BY
THE BOARD OF COUNTY COMMISSIONERS, UNION COUNTY DOES NOT HAVE I 42
THE AUTHORITY TO DO SO. 1
1
1�
It
10' WIDE NO CLEAR
BUFFER ALONG
DEWATERING PROPERTY LINE
THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE
MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE
OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS I I'
OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS
PIPE LAYING AND GRADING IS COMPLETED AND STRUCTURES TO BE PROPERTY LINE ---- " - - - - --
BUILT THEREIN ARE COMPLETED. (TYP.)
NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN 0
MASONRYLUNTIL TRENCHES
HE CONCRETE ORLMORTAR HAS NSET (MINIMUM 24R SEWER DINE "C"
I I
HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE
DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND ( i
EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
JOHN HOWARD FAISON IV 45
DB 1162 PG 684 1
ONE ROLL OF MASTIC & 6 IN. EXTERNAL JOINT /SEAM WRAP INSTALLED PIN 07141001 1
ON EACH MANHOLE SECTION. I SHEET P -3 11
II TEMPORARY - - - -- - -- - - -- --
i
4
i CONSTRUCTION
I
i I
EASEMENT 20' TEMPORARY 46 1i
HENRY 0. AND I I I CONSTRUCTION
ELSIE G. EUBANKS I 1 20' LANDSCAPE BUFFER EASEMENT I
PIN 07141001D i I 1 SHEET P -3 I
I I I BENCHMARK: 20' FUTURE PERMANENT - - - - - _ -
I I MAG NAIL S.S. EASEMENT
I I I NORTHING. 482,346.76 '
I EASTING: 1,485,558.34 SSM -158
- - - - -t
EXISTING CHESTNUT LANE I I I I __ ELEV.: 727.88 _ �- - - - 4--
- -
I_ _
(60' PUBLIC R /W) I ! - - - � -�- '- '_ -f - -� - - - , ; � 47
I
i
- -��� ___
_ +T I P
- _ELAINE A. 1001E S s% I I I I i 58 LF
PIN 07141001E I I I I i s
_ _ _ I 20' PUBLIC I 6" WL '
I STORM DRAIN i I SHEET P -4
'M1 I I EASEMENT I RED �ARN TRAIL FH
USE MUELLER H -61
TAPPING SLEEVE, I y I I 50' PjJBIJC R/W - -- '
--
VALVE, MATERIALS AND � I � �� L------ .�.-- - -or - -- t7 -=- -EI- --
INSTALLATION BY I I
DEVELOPER
(SEE DETAIL 25 -A) I s
10' CURB TRANSITION 4
t
DONALD E. AND ° M
KATHLEEN F. GOESSEL 1' '
PIN 07141001J ¢, '
ti 1
EX. RED BARN h
TRAIL 1 1
(VARIABLE PUBLIC R /W) 3 \
i t
11
CHANG YUNG KI t
AND SOON SUN
PIN 07141016A
\ a
SSMH -19 - - - -, SEWER LINE "MD" j
I
I
O O a
O2 0 04 � � I 6 I I
1 1 i I I I I
I �
POSSIBLE LOCATION
OF ENTRANCE `SIGN
.SSMH..•.
20� PE � - -�- -
\ BUFFER
\\ EXISTING 16" GREGORY SETH LEONARD
g WATERMAN DB 6234 PG 721
��* \ PIN 07141001E
RETAINING WALL
(DESIGNED BY
OTHERS)
LE
39
SSMH -13
CHESTNUT SUBDIVISION, PHASE 2
PB. H PG. 251
LOT 50
CHESTNUT HOMEOWNERS
ASSOCIATION, INC i
PIN 07141006
EX. 8" S.S.
71 20 PUBLIC f l f I \
STORM 1
EASEMENT
1� t \ �
1 /'� ✓/. EXISTING 20' UTILITY EASEMENT
1 EX. MH -17
/ 'S / \
.:::WETLAND S l : c
� .... i\\
'259:LP::::::'. ::: : ' CONNECT TO EXISTIN6`SEWER WITH
DOGHOUSE MANHOLE (SEE DETAIL 10)
EXISTING INVERT AND ALERT ENGINEER
OF ANY DISCREPANCIES OR POTENTIAL
CONFLICTS.
PUBLIC /
nPkJ nPAmi _ \
IH -7 /' \
SSMH -6 ,
_ �FH 33
SSMH -2 \
21
{ EX. MH -15
'l
SSMH -5 / - -/-
-
\�V�O
oo. �#A �-
i
DUKE POWER /DUKE
ENERGY CORPORATION
D.B. N /A, PG. N/A
PIN 07141007A
\
\
O \ %
31 \
ham' 30 \
Uli
SSMH -72
EXISTING :SSMH =:1:4:
---- - - - - -- 25
_ \
V -
T O
u
1
H
I
V
I 13
O
it
I - -�L SSMH -15A -- --- -
I 12
I
4
I �
I
I I
DE ICA D
11
CENTE LIN TREE SAVE
II I EA
I ' OF CR E
I
I
I
T- --
4- SSMH- 16---- - - - - -� /
10 I Ei. ND..'• :. EXISTING
EASE -1,
II ,
N
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
EXISTING
POND
� I
1� I
I
1 EX. 8" S.S.
EX. MH- 13--- - - - - -.
MATERIALS SUMMARY - TOTAL SITE
1d /�1�I:i�l►1
6" PVC
2,058 LF
2" PVC
582 LF
FIRE HYDRANTS:
19.:
EX.MH -16
WATER VALVE
\
2,567 LF
20' PERMANENT
7
SERVICES:
\\
RETAINING WALLA
.::::: SEWER EASEMENT .:
`
18
(BY DESIGNED
D.B. 3731, PG. 440:'
7
PROPERTY LINE
I\
OTHERS)
•
SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
--
y
/
j
1
:-
1 ::SHEET P
I 1,141 LF
�6" WIL
::
PROPOSED 20' <:
UTILITY EASEMENT `
---------
_ - -__J
...........
I'I'I'Iyy�.j�• }� {r. \:':'T
. .:
I. . . . .1':'[ii
IH -7 /' \
SSMH -6 ,
_ �FH 33
SSMH -2 \
21
{ EX. MH -15
'l
SSMH -5 / - -/-
-
\�V�O
oo. �#A �-
i
DUKE POWER /DUKE
ENERGY CORPORATION
D.B. N /A, PG. N/A
PIN 07141007A
\
\
O \ %
31 \
ham' 30 \
Uli
SSMH -72
EXISTING :SSMH =:1:4:
---- - - - - -- 25
_ \
V -
T O
u
1
H
I
V
I 13
O
it
I - -�L SSMH -15A -- --- -
I 12
I
4
I �
I
I I
DE ICA D
11
CENTE LIN TREE SAVE
II I EA
I ' OF CR E
I
I
I
T- --
4- SSMH- 16---- - - - - -� /
10 I Ei. ND..'• :. EXISTING
EASE -1,
II ,
N
REVOCABLE LIVING TRUST
DB 4680 PG 414
PIN 07141020
EXISTING
POND
� I
1� I
I
1 EX. 8" S.S.
EX. MH- 13--- - - - - -.
MATERIALS SUMMARY - TOTAL SITE
1d /�1�I:i�l►1
6" PVC
2,058 LF
2" PVC
582 LF
FIRE HYDRANTS:
3
SANITARY SEWER:
WATER VALVE
8" SEWER LINE
2,567 LF
MANHOLES
19
SERVICES:
REDUCER
3/4" WATER SERVICE
54
1" IRRIGATION SERVICE
X
4" SANITARY SEWER SINGLE
LATERAL 54
LOT TABULATION
NO. OF LOTS SERVED TOT. TRACT AREA
54 19.90 AC.
/ \
SEWNR LIN Ell \ "B"
i SHEET P -2
• � 28
582 LF /
2" WL /
DONNELLY CARLTON CAMERON
DB 3634 PG 699
PIN 07141022
UTILITY LEGEND
NOTE:
PER UNION COUNTY PUBLIC WORKS STANDARDS, ALL
WATER LINE CROSSINGS UNDER ROADWAY MUST BE
FERROUS METAL OR IN FERROUS METAL SLEEVES:
2" LINE - 2" PVC IN 4" SCH. 40 SLEEVE
6" AND 8" LINES - DUCTILE IRON PIPE
LENNAR CAROLINAS, LLC
DB 5788 PG 001
PIN 07141008
TREE SAVE
CHRISTOPHER R ER G. MOWBRAY
PIN 07141026
D.B. N /A, PG. N/A
ARTHUR P. AND
MARTHA A. HEIN JR.
DB 3493 PG 310
PIN 07141025
_++_}
FIRE HYDRANT ASSEMBLY
WATERLINE
0
WATER METER
WATER SERVICE LINE
4N
WATER VALVE
- SANITARY SEWER
SEWER FORCE MAIN
REDUCER
RIGHT OF WAY LIMIT
PLUG
PROPERTY LINE
o ►�--
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
SEWER FLOW DIRECTION
ARROW
,m.
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
/
/
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PROJECT NO. MRH -13040
FILENAME: MRH13040 -U1
CHECEED BY: RMR
DRAWN DY: CM /JL /RMR
SCALE: 1"=60'
DATE: 07 -25 -2014
SHEET NO.
C -17
MU MCADAMS

SEWER LINE MATERIALS
SDR 35 >3' - <10' 0
SDR 26 >10, - <18•
DIP <3 - >18' 1747.7 _7 m ..,
710
:•l
680
F/G
le
III I I I I I I;;i;7A� i' v I I / I I 1 IM'Ll // I I I I I I I I I f I-'rl I I-'" I I I I 111 I III I I I I I I I I I I mm I I I I I I I I i I 1 11 1 1 Intl 1 1 1-- 1 1 1 1 1 1 II
E
APR;j u
710
(M141
•:•
1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00
1 LF WM
1 1 1' OFF BO c SEE SHEET P -3 SEWER LINE
' .
11 3' MIN. COVER 37 \ \
\PAD ELEV.:
710.25 , , /5' UCPW UTILITY PAD ELEV.:
/ EASEMENT
708.50
20 RESTRAINING JOINT -A5 / ` CHESTNUT SUBDIVISION, PHASE 2
FROM TEE 6 "X6' TEE PB. H PG. 251
PAD ELEV.: Err G.V. (NE) OF TEE LOT 51
708.25 GRND. ELEV.= 705.19 \� 6" G.V. (SE) OF TEE COC1 \ PIN 07141107
1 WM INV.= 703.10 Cos
DEDICA D 1 SO INV.= 698.03 \
CB-
TREE SAVE ff B.O.P.= 697.84 Q MH �'
AREA SEWER LINE A 99 (W SEWER LINE A99
SEE DETAIL A \ A) UNDER RCP q
RETAINING WALL PROPOSED B" SANITARY \ /
REVOCABLE- LIVING TRUST (BY DESIGNED 1 / /� °ooy X00 SEWER LINE (TYP.) /
/ DB 4680 PG 414 XISTING S" SS REMOVE AND ABANDON OTHERS) / LAT
/ PIN 07141020 PERMIT #WQ0024882 EXISTING SEWER MANHOLES
EX ATED 2/18/2005 15 AND 16 AND SEWER MAIN r^o3• .!� SS � � � � DI -84
MH -13 EX. BETWEEN MANHOLES 14
MH -14 THROUGH 16 AFTER /
- _ ACCEPTANCE BY UCPW 15" R W MH -B. , \'� -10 c \ y��
MH -14 9 r' o_ \ \ "'� �M_ `EXISTING 6" WATERMAIN
CB -B3 �
CONNECT TO EXISTING SEWER WITH / +67 30" RC m
_ -,.r '�- DOGHOUSE MANHOLE (SEE DETAIL - �- EXISTING 6" G.V.
_ 1 ) EXI RI OF INVERT DISCREPANCIES D ALE T � \ CB -82
1 +00 1
/ M/ (CONTRACTOR VERIFY LOCATION)
\ OR POTENTIAL CONFLICTS. 5' UGPW :UTILITY " CHESTNUT SUBDIVISION, PHASE 2
CONN CT TO EX STING SE R jam'„ 5� - ®o �- , / ' EASEMENT _
\ SEE DETAIL 10). CONTRACTOR SHALL B 1 - - PB. H PG. 251
\ FIELD VERIFY EXISTING INVERT AND / ` SSMH -2 /
\ ALERT ENGINEER of ANY / - SEE PROFILE FOR 252 LF 6'r WM \ LOT 50 EXISTING 6"
° SEWER MAIN 11 OFF 1, PIN 07141106 WATERMAIN
\ ISCREPANCIES OR POTENTIAL
1 EX. \ OSSING DETAILS (ROADWAY) GRND. ELl_V.= 702.86 \ REMOVE EXISTING 2" G.V. AND 2" B.O.
\ CONFLICTS. \ MH 15 44p 3'. MIN. COVER RESTRAINING WM INV.= 695.96
PROPOSED 20' TIE PROPOSED 6" WATERMAIN INTO
30' .DIP , JOINT DIP SD T.O.P.= 700.16
�' UTILITY EASEMENT \ e \ h ` = EXISTING WATERMAIN
01,
CONSTRUCTION SEQUENCE \ \ / ` 11 22 \� TIE TO E . \7 SEE DETAIL A A)R R
\ O 21 to EW R RND,' ELEV. =704.56 '.'
FOR REMOVAL AND REPLACEMENT OF EXISTING SANITARY SEWER 1 PAD ELEV.: CASEMENT LOT) �, ✓ wM'.INV:= 7ot.os.
(FOR �� 1 1 \ 713.70 \ + _ SD, T.O;P. =. 698:77
1 PAD ELEV.: Lh a °
1. EXISTING MANHOLES 15 AND 16 ARE TO BE PROTECTED FROM '1 \ , 700.75 v ° - -_ PAD ELEV.: g=
i �� EX 705.00
DAMAGE UNTIL REMOVED FROM SERVICE. 1 \ 23 3/4" WATER SERVICE ` c s / MH -17 \
2. INSTALL AND TEST SS MANHOLES 2 THROUGH 7 PRIOR TO I \ \ O 3`4" WATER METER (TYP. 1
BYPASS. 1 1 PAD ELEV.: 1 0�\�
1 \ 24 713.90 R 1 \ ,� * / 1 - ss • 1
3. BLOCK FLOW AT EXISTING SSMH 16 AND PUMP FLOW AROUND ' �� O \ J 1
v z. s o� s• ss
TO EXISTING MANHOLE 13. BYPASS FLOW FROM EXISTING SS ' 25 1 PAD ELEV.: 1 �'
MANHOLE 16 TO EXISTING SS MANHOLE 13 WHILE INSTALLING 2s PAD ELEV.: 714.80 DRIVEWAY 1 ° a _
1 (TYP. 1 ° 65•w / ` 3' SEPARATION . DRIVEWAY 1
SANITARY SEWER SERVICE FROM EXISTING SS MANHOLE 14 PAD ELEV.: 1 715.25 \ \ + 8 EX FROM FOC (TYP-) 1 \
TO PROPOSED SS MANHOLE 2. 716.25 1 4" SEWER LATERAL of CB_1s \ .
4. CONTRACTOR TO PROVIDE TWO PUMPS ON -SITE FOR BYPASS ' 4" CLEANOUT (TYP.) 02• 34 \ 35 \
TO ENSURE CONTINUOUS FLOW. PUMPS ARE TO BE 1 2 G.V. \ �' ° y 1 PAD ELEV.: 1 PAD ELEV.:
2" B.O. \• B -1 709.00 708.50
MAINTAINED BY CONTRACTOR. (SEE DETAIL #2) 1 y ce -c8
�y,� CARLTON CAMERON FIRE HYDRANT
5. INSTALL THE PROPOSED SS MANHOLES AND SEWER°RM�A� f
'0B' 3634 PG 699 � �;,� LAT ASSEMBLY (TYP.)
AS SHOWN ON SHEETS C -17 AND P -1. PIN 07141022 1 7 (SEE DETAIL 7A)
6. THE NEW SEWER LINE MUST BE INSPECTED AND APPROVED 2" G.V.
BY THE UNION COUNTY PUBLIC WORKS BEFORE RECONNECT \ ' ', \ _ - DIP 1 33 6 "X2" REDUCER
AND PUT IN SERVICE LATERAL \ PAD ELEV.: (SEE DETAIL 7)
7. REMOVE SS MANHOLES 15 AND 16, ALONG WITH SEWER MAIN / CB-C7 711.00
FROM SS MANHOLE 14 TO THE POINT OF NEW CONNECTION a p0 \62.es DIP DIP \ LATERAL LATERAL 11 580 LF 2" WM GRAPHIC SCALE
(BETWEEN SS MANHOLES 16 AND 17). MANHOLE AND / ''. �� �� 11' OFF Boc 40 0 20 40 80
SANITARY SEWER PIPE COMING OUT OF SERVICE TO BE ssM " -12 65; ' 1 SEWER L &E $ 3' MIN. COVER
Y 1 inch = 40 ft.
REMOVED BY CONTRACTOR. I �� ' '
FINAL DRAWTNC - NOT RFLFASFD FOR CONSTRTTCTTON
19 RENSIONS PER STORM FILTER DESIGN
2015 -04-17
APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
!!j
MCADAMS
THE JOHN R MADAMS
'mom *� INC.
COMPANY, I��(
11301 Carmel Commons Blvd.
Suite 111
Charlotte, North Carolina 28226
License No.: C -0293
(800) 733 -5646 ■ McAdamsCo.com
``71x1111111 ���
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PROJECT NO. MRH-13080
PLAN VV PROFILE
�� ��
SEWER LINE A - STA 0 +00 - 9 +01
WILLOWCROFT
TOWN of STALLINGS, NORTH CAROLINA
SHEET N0.
],$ COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03-24
FILENAME:
MRH- 13040 -PP1
17 COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03 -20
DESIGNED BY:
RMR
16 COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03 -10
�!)
J MCADAMS
_
DRAWN BY: JL /CM
15j COMMENTS PER TOWN OF STALLINGS
2015 -01 -27
HGRIZ. SCALE:
1 = 40
14 COMMENTS PER TOWN OF STAWNGS
2015 -01 -22
PRINT DATE:
VERT. SCALE: 1 rr - 4r
13 COMMENTS PER TOWN OF STAWNGS
2015 -01 -09
REVISIONS
DATE
DATE:
07 -25 -2014

SEWER LINE "B"
0 +00 1 +00 2 +00 3 +00 3 +64.65
PAD 3ELEV.: I PAD CID I 31
1 711.00 I 712.10 I PAD ELEV.:
LDRIVEWAY NE "Af s I °�ie� 713.50
FIRE HYDRANT 1 ILLOWCROl 1
ASSEMBLY (TYP.) DRIVE DIP
(SEE DETAIL 7 A) a�i0' PUBLIC R/1► LATERAL
DIP LATERAL
/:. �i+;r llatNN111tii1skiitG11ti1iHkVlttllXiilil
N
30
PAD ELEV.:
714.50 I 29 I 28
580 LF 2" WM I PAD ELEV.: I PAD ELEV.:
10' OFF BOC I 715.00 I 715.75
(CUL -DE -SAC)
11' OFF BOG 1 I
I (ROADWAY) 1 I
3' MIN. COVER 5' UCPW UTILITY
DIP I EASEMENT
LATERAL rDIP L J I
r4 SEWER LATERAL DRIVEWAY
4" CLEANOUT (TYP.) (TYP)
I I 1
27
PAD ELEV.:
716.20
I
3/4" WATER SERVICE I i
3/4" WATER METER 2" G.V. 1
BASEMENT LOT) 2 ?; ' (TYP •) j 2" 8.0.
PAD ELEV.: I (BASEMENT LOT) I 23 I 24 I (SEE DETAIL #2)
700.75 ELEV.:
i PAD ELEV.: I PAD ELEV.: I PAD I
1 '703.70 1 713.90 1 714.80 I 5 26
-..... _ S WEE LINE A�.
I� \
-?xoo
y� I PROPOSED 20 1
:: :1. I I UTILITY EASEMENT 1
��36 e8
PAD ELEV.: I PAD ELEV.:
715.25 I 715.25
1-
I � 1
I
I 1
1
CHRISTOPHER G. MOWBRAY
DB. N /A, PG. N/A
PIN 07141026
/ARTHUR P. AND
MARTHA A. HEIN JR.
DB 3493 PG 310
\PIN 07141025
a
-2" WATERMAIN
MIN. 2' OFF
SIDEWALK
PROPOSED MANHOLE
(TYP.) (SEE DETAIL)
DONNELLY CARLTON CAMERON
DB 3634 PG 699
PIN 07141022
LINE "B"
SEWER LINE MATERIALS
SDR 35 >3' — <10' 0
SDR 26 >10' — <18'
DIP <3 — >18,
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
19 REVISIONS PER STORM FILTER DESIGN
2015 -04-17
APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
111Pi /JOOi1i \w7RL�pMCADL1 S
1 1 C AN i, INC. ��
11301 Carmel Commons Blvd.
Suite 111
Charlotte, Noah Carolina 28223
License No.: C -0293
�/`� ($oo) 733 -5s4s ■ blcAdamsco.com
MCADAMS
X11 I 1 1�
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= _
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PROJECT NO.
MRH -13080
PLAN & PROFILE
SEWER LINE "B" - S'TA 0 +00 - 3 +65
WILLOWCROFT
TOWN OF STALLINGS, NORTH CAROLINA
SHEET N0.
_�
113 COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03 -24
iY N
A 1
17 COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03 -20
DESIGNED BY:
RMR
16 COMMENTS PER UNION COUNTY PUBLIC WORKS
2013 o3 -10
11
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DRAWN BY: JL /CM
15 COMMENTS PER TOWN OF STALLINGS
2015 -01 -27
HORIZ. SCALE:
1 = 40
14 COMMENTS PER TOWN OF STALLINGS
2015 -01-22
PRINT DATE:
PERT. SCALE: 1 „ = 4.
13 COMMENTS PER TOWN OF STALLINGS
2015 -01 -09
DATE: 07 -25 -2014
REVISIONS
DATE
N
30
PAD ELEV.:
714.50 I 29 I 28
580 LF 2" WM I PAD ELEV.: I PAD ELEV.:
10' OFF BOC I 715.00 I 715.75
(CUL -DE -SAC)
11' OFF BOG 1 I
I (ROADWAY) 1 I
3' MIN. COVER 5' UCPW UTILITY
DIP I EASEMENT
LATERAL rDIP L J I
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4" CLEANOUT (TYP.) (TYP)
I I 1
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716.20
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3/4" WATER METER 2" G.V. 1
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PAD ELEV.: I (BASEMENT LOT) I 23 I 24 I (SEE DETAIL #2)
700.75 ELEV.:
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1 '703.70 1 713.90 1 714.80 I 5 26
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CHRISTOPHER G. MOWBRAY
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DB 3634 PG 699
PIN 07141022
LINE "B"
SEWER LINE MATERIALS
SDR 35 >3' — <10' 0
SDR 26 >10' — <18'
DIP <3 — >18,
GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
19 REVISIONS PER STORM FILTER DESIGN
2015 -04-17
APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
111Pi /JOOi1i \w7RL�pMCADL1 S
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113 COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03 -24
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2015 -03 -20
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16 COMMENTS PER UNION COUNTY PUBLIC WORKS
2013 o3 -10
11
J MCADAMS
DRAWN BY: JL /CM
15 COMMENTS PER TOWN OF STALLINGS
2015 -01 -27
HORIZ. SCALE:
1 = 40
14 COMMENTS PER TOWN OF STALLINGS
2015 -01-22
PRINT DATE:
PERT. SCALE: 1 „ = 4.
13 COMMENTS PER TOWN OF STALLINGS
2015 -01 -09
DATE: 07 -25 -2014
REVISIONS
DATE

720
700
SEWER LINE 19 C 71
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12
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720 720
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2015 -04-77
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SUITE 250
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2015 -03 -24
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2015 -03 -20
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15 COMMENTS PER TOWN OF STALLINGS
2015-01-27
RORI2. SCALE:
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14 COMMENTS PER TOWN OF STALLINGS
2015 -01 -22
PRINT DATE:
VERT. SCALE: 1„ — 4,
13 COMMENTS PER TOWN OF STAWNGS
2015 -07 -09
DATE:
07 -25 -2014
REVISIONS
DATE

SEWER LINE "D"
0 +00 1 +00 2 +00 3 +00 4 +00 5 +00
SEWER LINE MATERIALS
SDR 35 >3' - <10' 0
SDR 26 >10' - <1 8'
DIP <3 - >18,
19 REVISIONS PER STORM FILTER DESIGN
2015 -04-17
APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
' '
MGADAMS
THE
COMPANY, INC.
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2015 -03 -24
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17 COMMENTS PER UNION COUNTY PUBLIC WORKS
2015 -03-20
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2015 -03 10
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15 COMMENTS PER TOWN OF STALLINGS
2015 -01 -27
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14 COMMENTS PER TOWN OF STAWNGS
2015 -01_22
PRINT DATE:
VERT. SCALE: ,. ,
1 = 4
1 s COMMENTS PER TOWN. OF STAWNGS
2015 -07 -09
DATE:
07 -25 -2014
REVISIONS
DATE

- 10'x70' SIGHT
TRIANGL� i I 54
CB -A24
I I
\ I II
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RED BARN TRAIL
LOW POINT ELEV = 723.08 HIGH POINT ELEV = 722.61
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FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
Q3 2014 -09 -3 REVISIONS PER UCPW AND NCDENR
APPLICANT:
HERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
� J0171p\ L MAMS
I I COMt'Al \1, INC. 1��
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DATE: 07-25-2014
REVISIONS

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APPLICANT:
MERITAGE HOMES
11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE, NORTH CAROLINA 28277
' '
THE JOHN R MADAMS
�'�� INC.
11301 Carmel Commons Mvd.
Suite 111
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REVISIONS

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11605 NORTH COMMUNITY HOUSE ROAD
SUITE 250
CHARLOTTE NORTH CAROLINA 28277
'
MCADAMS
JOHN RMCADAMS
COWAN INC.
11301 Carmel Commons Blvd.
Suite 111
Charlotte, North Carolina 28226
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2014 -11 -14 ADDRESS UCPW COMMENTS
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2015 -01 -08 ADDRESS STAWNGS STORMWATER COMMENTS
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-
714
714
712
712
—50 —40 —30 —20 —10 0 10 20 30 40 50
CHESTNUT LANE
3 +00
736 736
60.00' R w
734 734
732
732
_
n
°
N
°'
730
730
728
tl
II
n
728
w
o
w
o
a
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0.83E
- --
w
o
--
- - - -- -
- - --
--
-
726
726
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PROT
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z-
724
724
- - - - --
--- - - - -��
PROPOSED
722
°
GRADE
722
EX. GRADE
1.5" MILLING WITH 1.5"
oN
S9.5B OVERLAY (TYP.)
on
720
720
n
Z
N
718
an
718
716
o
°
w
716
Z
o
o
o
Lu
z
NEW PAVEMENT SECTION
714
-
714
712 712
—50 —40 —30 —20 —10 0 10 20 30 40 50
CHESTNUT LANE
2 +50
736
736
so.001R
w
734 i
734
732
732
J
w
2M.
a
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730
N
730
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- - - --
726
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726
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/
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724
- - - - --
- - - -- - --
724
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-
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GRADE
722
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722
m�
720
720
D
718
718
ON
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a
o
716
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w n
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716
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p
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o
w
0
Z
NEW PAVEMENT SECTION
-
714
714
712 712
—50 —40 —30 —20 —10 0 10 20 30 40 50
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
R1 N M .
8
IF
0 IF
IN CAL-11:
rn
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eaascr No. MRH -13040
FHENAM: MRH13080 —XS1
CHECKED BY: RMR
0a'"N BY. CM /JL /RMR
SCAM: 1 11=5' '
Wars: 07 -25 -2014
SHEET N0.
XS -2
M MCADAMS
N
�'
X
X
2.5"
119.06
zs"
ns.o6
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w
w
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8.0"
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eaascr No. MRH -13040
FHENAM: MRH13080 —XS1
CHECKED BY: RMR
0a'"N BY. CM /JL /RMR
SCAM: 1 11=5' '
Wars: 07 -25 -2014
SHEET N0.
XS -2
M MCADAMS
57<
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X
X
zs"
ns.o6
X
�
0
�
w
w
w
8.0" 825.OB
8.0"
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w
a
w
w
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x
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8
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0 IF
IN CAL-11:
rn
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A
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0357 7
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a
8
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eaascr No. MRH -13040
FHENAM: MRH13080 —XS1
CHECKED BY: RMR
0a'"N BY. CM /JL /RMR
SCAM: 1 11=5' '
Wars: 07 -25 -2014
SHEET N0.
XS -2
M MCADAMS
57<
X
X
2.5" 119.06
X
�
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w
w
w
8.0" 825.OB
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a
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eaascr No. MRH -13040
FHENAM: MRH13080 —XS1
CHECKED BY: RMR
0a'"N BY. CM /JL /RMR
SCAM: 1 11=5' '
Wars: 07 -25 -2014
SHEET N0.
XS -2
M MCADAMS

RE
718 1 ZN O 718
716 716
714 714
—50 —40 —30 —20 —10 0 10 20 30 40 50
CHESTNUT LANE
4 +50
736 60.00gR W 736
734 734
I 1
I
732 1 732
730 N II N M 730
728 aJ LL a 01111 728
o.6zX__ 11
726 �- -- 6.45X w ° - - - --
726
724 -- -- - - - - - PROTECTED 40,4,2, 724
PROPOSED 722
1.5" MILLING WITH 1.5"
59.56 OVERLAY (TYP.)
720 1 M 720
N
0
718 718
716 o 716
z p NEW PAVEMENT SECTION p w z
714 - Lo
- 714
712 712
—50 —40 —30 —20 —10 0 10 20 30 40 50
CHESTNUT LANE
4 +00
736 60.00' R W 736
734 734
732 1 732
W
ro z
730 N u N M 730
728 w o a 4 728
I— 0.74X 5.76X - - - -- --
7261 - - - - - - -- - -- 726
PROTECTED
724 - - - - - - - - - - -- - - - - -- 1s° w�L ° 724
o PROPOSED
722 1 1.5" MILLING WITH 1.5" MU
722
720 1 S9.5B OVERLAY (TYP.) ` ' 1 720
�i
718N
W,, 718
aw
716 BE
BE a5 O a 716
Z O NEW PAVEMENT SECTION p w z
714 - - 714
712 712
—50 —40 —30 —20 —10 0 10 20 30 40 50
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
NCO
C9 d p„a w Ow c�
Z_ O NEW PAVEMENT SECTION O` Z
� 2.5" 119.08 O N
,X w ::118,*.
0" 625.06 w d w co
X X 2.5" 119.06 X � x
,,,_, w 8.0" 625.06 w d ,,,_,
57< X 2.5" 119.OB X � X
w w 8.0" B25.OB w o_ w
A
� V
��. CAR
U
w v 3
(l Z
7 LJ 3
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a �
5 S S o S S
w s w o
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PROJECT xo. MRH -13040
FREx""¢: MRH13080 —XS1
CHECKED BY: RMR
DRAWN sr: CM /JL /RMR
scvs: 1'=5'
neTe: 07 -25 -2014
s�sr NO.
XS -3
M MCADAMS
CHESTNUT LANE
5 +00
60.00' R W
736 '
30 00'
' 7
736 3
734 7
734
732 1
J 7
732
1 M
M C4 Z
Z n E
E/P :725.69 1
1
730 7
7.
O
OFFSET -m39' R
730
�� „
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mM
728
728
53.7X
w °- -
- - - - -- — — — - - -
- - - - -
726
- - -- -
--- -
726
1
1
1
724 1 1
- - - - --- -- -
1.5" MILLING WITH 1.5" G
GRADE 7
1
S9.5B OVERLAY (TYP.) 7
722 E
EX. GRADE S
722
PROTECTED 7
720 P
720 R
0" 625.06 w d w co
X X 2.5" 119.06 X � x
,,,_, w 8.0" 625.06 w d ,,,_,
57< X 2.5" 119.OB X � X
w w 8.0" B25.OB w o_ w
A
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w v 3
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PROJECT xo. MRH -13040
FREx""¢: MRH13080 —XS1
CHECKED BY: RMR
DRAWN sr: CM /JL /RMR
scvs: 1'=5'
neTe: 07 -25 -2014
s�sr NO.
XS -3
M MCADAMS
X X 2.5" 119.06 X � x
,,,_, w 8.0" 625.06 w d ,,,_,
57< X 2.5" 119.OB X � X
w w 8.0" B25.OB w o_ w
A
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w v 3
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7 LJ 3
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PROJECT xo. MRH -13040
FREx""¢: MRH13080 —XS1
CHECKED BY: RMR
DRAWN sr: CM /JL /RMR
scvs: 1'=5'
neTe: 07 -25 -2014
s�sr NO.
XS -3
M MCADAMS
57< X 2.5" 119.OB X � X
w w 8.0" B25.OB w o_ w
A
� V
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U
w v 3
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7 LJ 3
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PROJECT xo. MRH -13040
FREx""¢: MRH13080 —XS1
CHECKED BY: RMR
DRAWN sr: CM /JL /RMR
scvs: 1'=5'
neTe: 07 -25 -2014
s�sr NO.
XS -3
M MCADAMS
A
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w v 3
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7 LJ 3
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PROJECT xo. MRH -13040
FREx""¢: MRH13080 —XS1
CHECKED BY: RMR
DRAWN sr: CM /JL /RMR
scvs: 1'=5'
neTe: 07 -25 -2014
s�sr NO.
XS -3
M MCADAMS

Ogg
CHESTNUT LANE
6 +50
736 so.00g 736
R w
734 734
J
732 N ° m a 732
m N N W n 0
730 n N ;; 730
�w �bu
728 ° T63X � � a � 728
- &825 — w 0 - - - - -- --- -- - - -- ---- - - - - --
726 726
EX. GRADE S9.5B OVERLAY (TYP.)
724 /- \ GRADE 724
722 / 1 722 oz
16" W/L
720 o PROTECTED 720
718 1 0 0
>� 718
716 716
714 714
-50 -40 -30 -20 -10 0 10 20 30 40 50
CHESTNUT LANE
6 +00
736 so.00'1 w 736
734 1.00' 734
732 J W 4.00' 5.00' 732
I n rc
1 < N N I
730 „ ow ESP -7z &ea ; N 730
T OFFSET- tt.7o' R STANDAR
728 w 0 2.5' C &G 728
— - - - - - -- -_ w __
w 0
2.00%
74, — — — — — — — — — — — —
726 — _ ffl.5" 7OVERLAY H 1.5" — — — — 726
(TYP.) PROTECT ED
724 16" WA GRADE 724
722 722
720 720
0
718 1 0 ?N o 718
716 716
714 714
-50 -40 -30 -20 -10 0 10 20 30 40 50
CHESTNUT LANE
5 +50
736 6o.00gR w 736
734 BENCH 734
732 Z 732
730 ^ " N N 730
a U w E/P =725.92 �� 2.5' C&
728 W o oFFSEr =11.9r R 728
''— 3.475 2.1 w O
2.00%
7261 - - - -- - - -- -- — - -- -- 726
1 — 1
724 i6" W/L \--PROPOSED
724
EX. GRADE 1.5" MILLING WITH 1.5" GRADE
722 722
1 i
720 720
� o �
718 1 0 >0 0 718
716 716
714 714
-50 -40 -30 -20 -10 0 10 20 30 40 50
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
W J
Z O NEW PAVEMENT SECTION p a° Z
X X 2.5" 119.OB X x
w w 8.0" B25.OB w w
Z O NEW PAVEMENT SECTION p
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w w 8.0" B25.OB w � w
W J
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PROncx xo. MRH -13040
F°.eN "ME° MRH13080 -XS1
CHECKED BY: RMR
oR""''t B"° CM /JL /RMR
SCALE: 1'=5'
Hers: 07 -25 -2014
SHSSI' N0.
XS -4
'JI McAnaMs
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w w 8.0" B25.OB w � w
W J
Z O NEW PAVEMENT SECTION p a W W Z
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F°.eN "ME° MRH13080 -XS1
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oR""''t B"° CM /JL /RMR
SCALE: 1'=5'
Hers: 07 -25 -2014
SHSSI' N0.
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'JI McAnaMs
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F°.eN "ME° MRH13080 -XS1
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SCALE: 1'=5'
Hers: 07 -25 -2014
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F°.eN "ME° MRH13080 -XS1
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oR""''t B"° CM /JL /RMR
SCALE: 1'=5'
Hers: 07 -25 -2014
SHSSI' N0.
XS -4
'JI McAnaMs

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FuartnW; MRH13080 —XS1
CHECKED BY- RMR
DRA"x Dy° CM /JL /RMR
scncr: 1 " =5'
nsTa: 07 -25 -2014
s73EET NO.
XS -5
19I MCADAMS
CHESTNUT LANE
8 +00
'1
738
738
60.00' R W
736
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1.001--1
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736
7341
4.1 10'
5.00' 11 1
734
w
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732:
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ROPOSED
730
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2.5' C G
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730
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2.00 %
728
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1
1
••-
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1
726
726
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724
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722
722
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—
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o
720
718
718
716
716
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-40 -30
-20
-10
0 10
20
30
40 50
CHESTNUT LANE
7 +50
738
738
so.00R w
1.00'
736
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736
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5.00'
734
734
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728
_
— -------
-
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1.5" MILLING WITH 1.5'
726
726
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i6" W/L
724
724
722
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3
720
°
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720
718
718
716
716
-50
-40 -30
-20
-10
0 10
20
30
40 50
CHESTNUT LANE
7 +00
738
738
60.00' R W
736
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1.00'
736
734
734
1
1
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730
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2.0176
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2.00%
728
728
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s.ssx
-- ----
- - - -
-- - - -
726
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I
726
EX. GRAD
S9.5B OVERLAY T
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724
724
722
722
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720
•
720
N
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718
718
716
716
-50
-40 -30
-20
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0 10
20
30
40 50
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
AZ
oil
W J
Z_ O NEW PAVEMENT SECTION p a �" w Z
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FuartnW; MRH13080 —XS1
CHECKED BY- RMR
DRA"x Dy° CM /JL /RMR
scncr: 1 " =5'
nsTa: 07 -25 -2014
s73EET NO.
XS -5
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nsTa: 07 -25 -2014
s73EET NO.
XS -5
19I MCADAMS
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FuartnW; MRH13080 —XS1
CHECKED BY- RMR
DRA"x Dy° CM /JL /RMR
scncr: 1 " =5'
nsTa: 07 -25 -2014
s73EET NO.
XS -5
19I MCADAMS
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FuartnW; MRH13080 —XS1
CHECKED BY- RMR
DRA"x Dy° CM /JL /RMR
scncr: 1 " =5'
nsTa: 07 -25 -2014
s73EET NO.
XS -5
19I MCADAMS

742
740
738
736
734
732
730
728
726
724
722
720
—50
CHESTNUT LANE
9 +50
742
740
738
736
734
732
730
728
726
724
722
720
50
742
740
738
736
734
732
730
728
726
724
722
720
—50 —40
—40 —30 —20 —10 0
CHESTNUT LANE
9 +00
10
20 30
40
742
740
738
736
734
732
730
728
726
724
722
720
50
z_
O
p
z
M
o
W
n,
ww
z
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O
N
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NEW PAVEMENT SECTION
5"
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NEW PAVEMENT SECTION
2.5" 119.08
p
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X
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742
740
738
736
734
732
730
728
726
724
722
720
—50 —40
—40 —30 —20 —10 0
CHESTNUT LANE
9 +00
10
20 30
40
742
740
738
736
734
732
730
728
726
724
722
720
50
738
736
734
732
730
728
726
724
722
720
718
716
—50
—30 —20 —10 0
CHESTNUT LANE
8 +50
10
20
30
w
738
736
734
732
730
728
726
724
722
720
718
716
50
w
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Z
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NEW PAVEMENT SECTION
5"
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p
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738
736
734
732
730
728
726
724
722
720
718
716
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CHESTNUT LANE
8 +50
10
20
30
w
738
736
734
732
730
728
726
724
722
720
718
716
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—30
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20
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DRARN DY: CM /JL /RMR
SCADS: 1'=5'
DATE: 07 -25 -2014
sRRRT NO.
XS -6
IMI MCADAMS
w
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Z
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NEW PAVEMENT SECTION
5"
p a
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99.5B
2.5' 119.08
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X
w
a
x
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—30
—20
—10
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10
20
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FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
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FmNAml: MRH13080 —XS1
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DRARN DY: CM /JL /RMR
SCADS: 1'=5'
DATE: 07 -25 -2014
sRRRT NO.
XS -6
IMI MCADAMS

SIAM
coi
Rf
W J
Z_ O NEW PAVEMENT SECTION p a "' Z
� 2.5" 119.08 N
w w 8.0" 825.06 w w o
60.00' R W
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Mo N o
� � o w II rn 11 N
I 4.81% - - -- - -- -- -- - -- --
1.5" MILLING WITH 1.5"
— — '— — S9.56 OVERLAY (TYP.) _
� EX. GRADE 3 GRADE I
o ` ' o
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NEW PAVEMENT SECTION n- 16" W/L n W o
Z O O PROTECTED > �i z
X X 2.5 119.08 X a � X
w w 6.0" B25.OB w a W o_ w
60.00' R W
I �
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nCj °Gi I ,ri M�
W ° 3.37% 1.94 % -- W -- . - - --.— — w O -- _..__ -- .—..—
1.5" MILLING WITH 1.5" 4• I
S9.5B OVERLAY TYP. �
m
EX. GRADE ROPOSED
m!I, GRADE
I � 16" /L I
z O NEW PAVEMENT SECTION O z N w �
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PROJECT No. MRH -13040
FmN"'E° MRH13080 —XS1
CHECKED BY: RMR
oHn1rN Hx: CM /JL /RMR
scncE: 1"=5'
DATE: 07 -25 -2014
SHEET N0.
XS-
7
WI MCADAMS
CHESTNUT LANE
11 +00
1
742
742
60.00' R W
740
30,
740
738
738
736
J
ZN
M
736
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N
n
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734
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734
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732
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-
732
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730
/
—
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730
— —' — —
— — _ -" '
59.56 OVERLAY (TYP.)
728
_
-PROPOSED
UNAUL
728
726
16" W/L
726
00
PROTECTED z N
0O
724
724
LJ
722
722
720
720
—50
—40 —30
—20
—10
0 10
20
30
40
50
CHESTNUT LANE
10 +50
742
742
740
740
738
738
736
736
734
734
732
732
730
730
728
728
726
726
724
724
722
722
—50
—40 —30
—20
—10
0 10
20
30
40
50
CHESTNUT LANE
10 +00
q
740
740
738
738
736
736
734
734
732
732
730
730
728
728
726
726
724
724
722
722
720
720
—50
—40 —30
—20
—10
0 10
20
30
40
50
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
SIAM
coi
Rf
W J
Z_ O NEW PAVEMENT SECTION p a "' Z
� 2.5" 119.08 N
w w 8.0" 825.06 w w o
60.00' R W
'I
I � I
� w �
Mo N o
� � o w II rn 11 N
I 4.81% - - -- - -- -- -- - -- --
1.5" MILLING WITH 1.5"
— — '— — S9.56 OVERLAY (TYP.) _
� EX. GRADE 3 GRADE I
o ` ' o
o I
NEW PAVEMENT SECTION n- 16" W/L n W o
Z O O PROTECTED > �i z
X X 2.5 119.08 X a � X
w w 6.0" B25.OB w a W o_ w
60.00' R W
I �
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nCj °Gi I ,ri M�
W ° 3.37% 1.94 % -- W -- . - - --.— — w O -- _..__ -- .—..—
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S9.5B OVERLAY TYP. �
m
EX. GRADE ROPOSED
m!I, GRADE
I � 16" /L I
z O NEW PAVEMENT SECTION O z N w �
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X X 2.5 "119.06 X aW � x
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PROJECT No. MRH -13040
FmN"'E° MRH13080 —XS1
CHECKED BY: RMR
oHn1rN Hx: CM /JL /RMR
scncE: 1"=5'
DATE: 07 -25 -2014
SHEET N0.
XS-
7
WI MCADAMS
60.00' R W
'I
I � I
� w �
Mo N o
� � o w II rn 11 N
I 4.81% - - -- - -- -- -- - -- --
1.5" MILLING WITH 1.5"
— — '— — S9.56 OVERLAY (TYP.) _
� EX. GRADE 3 GRADE I
o ` ' o
o I
NEW PAVEMENT SECTION n- 16" W/L n W o
Z O O PROTECTED > �i z
X X 2.5 119.08 X a � X
w w 6.0" B25.OB w a W o_ w
60.00' R W
I �
° II W II M II N N
nCj °Gi I ,ri M�
W ° 3.37% 1.94 % -- W -- . - - --.— — w O -- _..__ -- .—..—
1.5" MILLING WITH 1.5" 4• I
S9.5B OVERLAY TYP. �
m
EX. GRADE ROPOSED
m!I, GRADE
I � 16" /L I
z O NEW PAVEMENT SECTION O z N w �
wll
X X 2.5 "119.06 X aW � x
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U
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PROJECT No. MRH -13040
FmN"'E° MRH13080 —XS1
CHECKED BY: RMR
oHn1rN Hx: CM /JL /RMR
scncE: 1"=5'
DATE: 07 -25 -2014
SHEET N0.
XS-
7
WI MCADAMS
60.00' R W
I �
° II W II M II N N
nCj °Gi I ,ri M�
W ° 3.37% 1.94 % -- W -- . - - --.— — w O -- _..__ -- .—..—
1.5" MILLING WITH 1.5" 4• I
S9.5B OVERLAY TYP. �
m
EX. GRADE ROPOSED
m!I, GRADE
I � 16" /L I
z O NEW PAVEMENT SECTION O z N w �
wll
X X 2.5 "119.06 X aW � x
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PROJECT No. MRH -13040
FmN"'E° MRH13080 —XS1
CHECKED BY: RMR
oHn1rN Hx: CM /JL /RMR
scncE: 1"=5'
DATE: 07 -25 -2014
SHEET N0.
XS-
7
WI MCADAMS
U
A
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PROJECT No. MRH -13040
FmN"'E° MRH13080 —XS1
CHECKED BY: RMR
oHn1rN Hx: CM /JL /RMR
scncE: 1"=5'
DATE: 07 -25 -2014
SHEET N0.
XS-
7
WI MCADAMS

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PROJECT NO. MRH -13040
FD.RRANR: MRH13080 -XS1
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: 1'=5'
DATE: 07 -25 -2014
sBRRT xO. �( e XS Q
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�J ADAMS

co
MAN
CHESTNUT LANE
13 +00
744 60.00' R w 744
742 742
740 740
J W �
738 Z° 738
736 ' L W � ^ N 736
a-o a
734 W - - -- -- - - - -- _ — �LL - - - -- 734
— - - - - - -- -- — - - - --
732 _ - — — I ' PROTECTED 732
16" W/L
730 EX. GRADE / \ 736
728 / 728
726 726
724 724
722 722
-50 -40 -30 -20 -10 0 10 20 30 40 50
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
co
Z N
r
Z p NEW PAYMENT SEC110N aw O Z
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N
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DATE: 07 -25 -2014
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NETOHi
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D®OCTIOX9
FOR ONE
i:nuyil
D
A
B
H
BUTTON
BLAB
H PER
Fi. HT.
H MIN.
TOTAL
C.B.
116i�
12"
3' -0"
2' -0"
V -8"
0.882
0.247
0.891
0.763
0.020
0.082
18"
W -8"
sl�rlllrlrarirrrrlrrrlirl�m���erll�rl�rrerrlrs�rmrl
V -11"
0.862
0.247
0.458
0.815
0.023
0.036
18"
9' -8"
2' -W
2' -2"
€ill
0.247
0.515
0.877
0.033
rrr
i[IIM
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2' -8"
0.882
0.247
0.868
1.021
0.069
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3' -8"
2' -1'
rrrrrrrrrs�s
0.882
.....�����.t..��l...r�sn�mm�
0.782
1.141
0.082
0.127
88"
3' -8"
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8' -B"
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0.217
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aBl�fo Pao • a"naP U- 470268 Series 247 and 247 Cutoff
NIGHTTIME
FRIENDLY 03 -20 -2014. Y 50.150W HP5, 100 -1JSW MH
Series 247
247105 RN 120 R3 AY
247155 RN 120 R3 AY
2471 OS RN 120 R5 AY
247 15S RN 120 R5 AY
Series 247 Cutoff
247105 RN 120 R2 FCTL
24710M XN MTI R2 FCTL
oaornwa
Features:
Die- costaluminum housing and hood far long -life performance
Die- costtngger latch n0 option auail deleforersy access to
internal components
Optical assembly designed for mart mum performance
Hinged hood andcapauescrew pho Ision afford quick
easy access to electrical and optical area for relampi ng e r servicing
SllpfiRer with three set screws allows secure installation to
pole sizes 2- 378"or YOD.
E39mogolbasesocketstandard
All elect ical componentswarranted by American Electric Oghbng's
6yearguarantee
ComplieswMAN51:C 1362, C136. 10,CI36.15,CIM.31(regularonly),
C136.16(FConly)
Suitable for -30°C MH AI- CHPS
Applications:
Walkways
Pathway
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me
1427mm1
23.6"
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Series 247 and 247 Cutoff
50 -1 SOW HP5, 100 -175W MH
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247
MINI OIMENBIONN
RN
ANN OWNTITIEB FOR CONCRETE NMIID OMP INLET
PIPE
SPAN
MIRTH
NETOHi
OTNIIC YARDS OF
CONCRETE IN BOX
D®OCTIOX9
FOR ONE
PIPE
D
A
B
H
BUTTON
BLAB
H PER
Fi. HT.
H MIN.
TOTAL
TOTAL
C.B.
R.C.
12"
3' -0"
2' -0"
V -8"
0.882
0.247
0.891
0.763
0.020
0.082
18"
W -8"
2' -0"
V -11"
0.862
0.247
0.458
0.815
0.023
0.036
18"
9' -8"
2' -W
2' -2"
0.388
0.247
0.515
0.877
0.033
0.018
i[IIM
2' -0'
2' -8"
0.882
0.247
0.868
1.021
0.069
DA85
80"
3' -8"
2' -1'
W -2"
0.882
0.247
0.782
1.141
0.082
0.127
88"
3' -8"
W -0"
8' -B"
0.882
0.217
0.808
1.288
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DOWEL "A" SECTION E -E SECTION E -E
SHEET 1 aF 1 EET i OF i EET 1 OF 1
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aBl�fo Pao • a"naP U- 470268 Series 247 and 247 Cutoff
NIGHTTIME
FRIENDLY 03 -20 -2014. Y 50.150W HP5, 100 -1JSW MH
Series 247
247105 RN 120 R3 AY
247155 RN 120 R3 AY
2471 OS RN 120 R5 AY
247 15S RN 120 R5 AY
Series 247 Cutoff
247105 RN 120 R2 FCTL
24710M XN MTI R2 FCTL
oaornwa
Features:
Die- costaluminum housing and hood far long -life performance
Die- costtngger latch n0 option auail deleforersy access to
internal components
Optical assembly designed for mart mum performance
Hinged hood andcapauescrew pho Ision afford quick
easy access to electrical and optical area for relampi ng e r servicing
SllpfiRer with three set screws allows secure installation to
pole sizes 2- 378"or YOD.
E39mogolbasesocketstandard
All elect ical componentswarranted by American Electric Oghbng's
6yearguarantee
ComplieswMAN51:C 1362, C136. 10,CI36.15,CIM.31(regularonly),
C136.16(FConly)
Suitable for -30°C MH AI- CHPS
Applications:
Walkways
Pathway
Parks
me
1427mm1
23.6"
I688mm1
ENeANe PmleoeeAm OPAI
iM EPq fo,IMAmetkanflNdYtlmsela34]IS Iby.fl.
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sheeiloL -zai -A
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American Revolution U- 470268
Series 247 and 247 Cutoff
50 -1 SOW HP5, 100 -175W MH
E%ample:247 155 RN 120 R5 AY EC
247
los
RN
120
RV AY
tamN
Wb117
Black ntlaNl
LC
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247 American
05 50W 5 HPS
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12012W
K Tell
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W IOW M MH'
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10 t00W
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240 240V
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JyyS(,
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%N Hgh Reactance /Lag
347 34N
PC
Phatocs'ecified. riper
Normal Power Factor
480 48W
i[IIM
sH
shoring Cap°
%H High Reactance /tag
MTl Muld Gowned 120V
ss
5ta mess Stcei Hardware
a
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Hgh Power Factor
MR MU1ti bsp Wired 240V
Hs
(� See bailastmatdxbr
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optla
Tool- IessEntry
EISAmmpliantopiions
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Double Fuse(208,240,480V)
K SCWA
DR Oual Tap12N240
py p01y[arbolW[e
Wired240V
FC NHCmoff'
NL
phol.o.,oul Reonun le
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oulandanQ
NR No Phocacanlral Receplade'
U- 470268 - with 14' of cord attached, 125
deg. C, #12 black solid CU wire, #12 white
solid CU wire.
Notes:
1 When onleredwlthlnetal halidethesewatbges
do nat comply with Caiifomia TItie M regulations.
2 CAballasttsndavallable Mthl75W 4o mmal
n mtheus,maswaese
3 F. urwhaepaneis
4 s
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dniributonswilzblty
6 Otheica Decork ideplgrecontatative local
Americanudya Iaghungrepmse4Wve
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9 Kann Hno nMgTT OTthiM e¢Voidz ULlMng
9 Hn.SHno[avalWblewlM NROptlon
10 HPSa
11 Acrylic ith.ortfiedubleWtbK Verson
12 SNps with unitfeitllnztalled
Eile[ida
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OFbnz
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GY
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EC
-in
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aleck
OF
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R
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3W1re0perzt on(lt,µL2Pai bone
PC
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ss
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NEdALabel(2x31
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TL
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LOH
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DF
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phol.o.,oul Reonun le
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oulandanQ
NR No Phocacanlral Receplade'
U- 470268 - with 14' of cord attached, 125
deg. C, #12 black solid CU wire, #12 white
solid CU wire.
Notes:
1 When onleredwlthlnetal halidethesewatbges
do nat comply with Caiifomia TItie M regulations.
2 CAballasttsndavallable Mthl75W 4o mmal
n mtheus,maswaese
3 F. urwhaepaneis
4 s
5 NighUi mFrie l
ynaDlC WpsYNidtlOryfm
dniributonswilzblty
6 Otheica Decork ideplgrecontatative local
Americanudya Iaghungrepmse4Wve
OnN, MTn o my aw lahle w th 240. 4Bo, Dtt
D 0. MT2
9 Kann Hno nMgTT OTthiM e¢Voidz ULlMng
9 Hn.SHno[avalWblewlM NROptlon
10 HPSa
11 Acrylic ith.ortfiedubleWtbK Verson
12 SNps with unitfeitllnztalled
Eile[ida
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Ame canEleRricLighting
L1gMInB'
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mill
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PROJECT No. MRH -13040
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�2
4"
1011 k"
--- 8 3/4 " ---- --
- 7112 " —
—7 1/4" —
U8"
— 6 114" ---+
_ 5•. — .....,.0
2 LUGS 3/8" x 114"
7176"
b"
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.E.
NUIC;
A 27" DIAMETER PRE -CAST
RING SHALL BE PLACED
4 AROUND EACH VALVE BOX.
1/4"
BOTTOM
;SCREW TYPE)
VALVE BOX
— GROUND
r �
s 7
DETAIL A —A
WATER MAIN CROSSING UNDER
STORM DRAIN
54' -
J DIP
M BEND
—7 3 /8 "—
•-1J2° 314"
—5 9J2" -
----- 6 3/4" --
1 112"
1"
WATER
COVER
UNION COUNTY PUBLIC WORKS DEPARTMENT
1 UNION COUNTY, N.C. [VALVE BOX INSTALLATION 10_04E;, 1 A
PAINT COLORS I
BODY_ ..FIRE HYDRANT RED RUST OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET _.JVGH GLOSS WHITE REST OLEUM ENAMEL 0 27165
CAPS- _- ..._HIGH GLOSS WHITE - RUST -OLEUM ENAMEL A 2766 I
1
HYDRANTS TO BE SET AT
BURY LINE- EDGE OF RIW AT PROPERTY
TO BE SET AT CORNERS
LEVEL
MIN. CLEARANCE
78" x 78' x 6" A MINIMUI4 OF 5" OF CONCRETE
WILL BE PLACED 13MBER THE BASE
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C. FIRE HYDRANT INSTALLATION
CONCRETE RIN
14 GAUGE STRANDED
COATED COPPER TRACER
2" WATER
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY. N.C.
14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
l UNION COUNTY PUBLIC WORKS DEPARTMENT
3 j UNION COUNTY, N.C.
UNDISTURBED EARTH
2 L
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PLAN �+5° BEraDs
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I
1'6"
14 GAUGE STRANDED BLUE COATED
COPPER TRACER WIRE
2" CAST IRON HARCO ADAPTOR
HYDRANT TEE 14 GAUGE STRANDED BLUE
COATED COPPER TRACER WIRE
I
2" CAST IRON HARCO ADAPTOR
1'6"
1'6"
2'6"
17"
TO"
2'0"
3'9"
2'0"
2'6"
2'0"
200
8„
2'0"
1'6"
TO"
2'0"
3'9"
29"
4'6"
2'6"
8" OR 6" WATERMAIN� /
(54 LF DIP RESTRAINT) /
2'3"
2" PVC
8' OR 6" WATERMAIN 1
(54 LF DIP RESTRAINT) / 2' OF 2" BRASS
NIPPLE
2" THREADED VALVE
2" PVC
2'3"
2' OF 2" BRASS NIPPLE
2" THREADED VALVE
5'0"
39"
410"
3'0"
6X2 MJ PLUG
12„
6X2 MJ PLUG
5'3"
2'6"
6'0"
UNION COUNTY PUBLIC WORKS DEPARTMENT
7'0"
STANDARD DETAIL
5101'
COUNTY PUBLIC WORKS DEPARTMENT
I
STANDARD DETAIL
310"
1'0"
4'0"
TO"
4'6"
3'9"
UNION COUNTY, N.C.
8" OR 6 "X2"
REDUCER
3'6"
200
FUNION
NE °DNTY,N.G.
HYDRANT
TEE
X2" REDUCER
3'6"
A1
4'3"
_
UNDISTURBED EARTH
2 L
CONCRETE Y
PLAN �+5° BEraDs
ALSO 90° 22 lit° 111/?
DITCH BANK
CONCRETE
DITCHBOTTOM
DITCH
L
BANKS
221/2°- BEND
ANCHORAGE SCHEDULE
PIPE SIZE
111/42 BEND
221/2°- BEND
459 BEND
FORD
9022
BEND
TEE
SEE NOTE
TEST PRESSURE
L
H
L
H
L
H
L
H
L
H
H- 14247 -A
19"
TO"
29"
110"
2'6"
1'6"
27"
1'6"
2'0"
1'6"
200
6„
1'6"
19"
29"
1'6"
TO"
1'6"
4'0"
1'6"
TO"
1'6"
300
1'6"
1'6"
2'6"
17"
TO"
2'0"
3'9"
2'0"
2'6"
2'0"
200
8„
2'0"
1'6"
TO"
2'0"
3'9"
29"
4'6"
2'6"
3'6"
2'3"
300
2'6"
1'9"
4'0"
2'3"
49"
3'0"
5'0"
39"
410"
3'0"
200
12„
5'3"
2'6"
6'0"
3'3"
7'0"
3'6"
5101'
3'6"
300
310"
1'0"
4'0"
TO"
4'6"
3'9"
6'0"
3'9"
4'6"
3'6"
200
14„
4'0"
2'6"
5'3"
3'6"
6'0"
4'3"
6'6"
5'0"
5'0"
5'0"
300
3'0"
2'9"
4'6"
3'6"
5'0"
4'6"
7'0"
4'3"
5'0"
4'0"
200
16„
4'0"
3'0"
6'3"
3'9"
6'5"
5'3"
8'0"
5'3"
7'6"
4'0"
300
PLAN TEE
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
CONTRACTOR SMALL USE TIE RODS TO SHIM AS NECESSARY OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
SECURE VERTICAL BENDS BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
�— OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND
PORTION OF PIPE BEING ANCHORED.
DITCH -
BOTTOM + , ; ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE.
r?� MAXIMUM VERTICAL DEFLECTION SHALL BE 221/2 ".
MIN. 1112 (U. YO JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
UNDISTURBED EARTH OF CONCRETE REPLACEMENT OF JOINTS.
VERTICAL BEND
STANDARD DETAIL UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
E: DNIDNGDDNTY,N.E. THRUST BLOCK SPECIFICATIONS
TRUST BLOCK 1
17
SADDLE
GROUND LEVEL
TERMINATE 1' BELOW
GROUND LEVEL
VALVE BOX 2 ". COUPLING J 1
6" PVC PIPE RESTING ON BRICK J
2' GALVANIZED PIPE
3' LONG 2" - 90° BEND
2" GATE VALVE -
MECHANICAL JOINT
2" BLOW -OFF
SERVICE TUBING
`CONNECTOR
�- CORPORATION
-VALVE BOX
2" GALVANIZED PIPE
2' LONG
CONCRETE BLOCKING
r
r '
A.
3 NTY BOOK DBP . T
,T �A313 II 3sr
E BLOW—OFF 2
NOTE:
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE
DIAMETER UP TO 8"
SMITH BLAIR 317, FORD FC 202 OR ROMAC 202N SHALL
REPLACE MUELLER FOR PIPE DIA.12" AND UP
STANDARD DETAIL
SERVICE CONNECTION 10-0411 5
Y ° Y
L
1 1 1 ■
■
Y
Y 111
ILI
,Mm Iwo,,
L••I L . �
EXISTING
WATER MAIN
THRUST BLOCKING DIP
TAPPING SLEEVE
8 VALVE
ENCASEMENT
a a
o a
OPTION "A"
TIE IN - DUCTILE IRON DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
EXISTING
WATER MAIN
THRUST BLO KING
RESTRAINT JOINT
PIPE FROM VALVE
TO 54' PAST CASING TAPPING SLEE VE
`°� -- &VALVE
54'
-
a rENCASEIIENT
DIP WATER MAIN
OPTION "B"
TIE IN - D1. RESTRAINT JOINT DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNIONCOUNTY.NE TAPPING SLEEVE ITS,
11 -17 -06
Et;EaA� 1�TZEs
0 METER BOX LID TO HAVE AMR LOCATOR TAL.LIAN'Cz 1200 OR
EQUAL FOR SOW £RT, STANDARD LID FOR 6641 CRT!
N 61A.OERIPROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET,
3) METER AND €RT BY UNION COUNTY 0 PREVAILINS RATE
ELECTRONIC RADIO '
TRANSMITTER VALVE COX BY j
1 } BUILDERIPRUPERTY OWNER ,
i
BLUE GAUGE TEO COPPER 8' to 10" � J J1 I L 3
TRACER ANGLE VALVE h '
WITH INK WINGS) €
EXPANSION % I
I I �
\ CONNECTOR
tid2•, -'^AMR METER I p
CLEARANCE Pt I 1
bYe 1 1 i
CHECK VALVE VALVE BY BUILDER/RROPERTY
OWNER I
TiJ$)CYa CONNECTOR YOKE BRASS NIPPLE BY
BUILDERIP€OPERTY OWNER 7
1 UNION COUNTY 3
i l
PUBLIC WORKS DEPARTMENT
�'} STANDARD DETAIL seA1.E;
UN {ONCtXBJTY, METES INSTALLATION FOR AMR METERS NTH
DATE,
L..._._.._.__.__ -..,_ __,.., -„ 2.., .2 ..- 2..2_....- .........._...- ,.2.2........22__. _.`__ 222.2...._..._....._.......° -- .--._ __
1-2-14
T • 7P IN 6" -12" LIFT
NOTE:
CAREFULLY COMPACTED SELECT
BACKFILL 1 FT.ABOVE TOP OF PIPE
HAND TAMP EARTH
NOTES:
MINIMUM COVER IS 36"
2" PVC SDR 21 (200 PSI)
6 " -8" PVC SOR 18
12" OR LARGER DIP
NOTE:
NO STONES LARGER THAN #67 STONE
SHALL BE USED IN SELECT BACKFILL
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, .WATER TRENCH V B
0 -1 -10 R
9rW
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
N�N7
N
C4
4
19z
00�
V/
A
� V
X" 35747 L
J °F'z
o �,,
fill
z
9
Z 12 you
U Z Z W 2 y y
m w
3 z
O41 p w 'n W w
Z M gI
On
a a a a a I
'0 0 0o
5 S 5 5 N N N N
P4 ®a a © ®® a
a° w
�w cm
Wp �
x �
O
wZ�U
W� x
EW, F
Q1 O % O
U Z
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1
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A
F
PROJECT xo. MRH -13040
""'NAME: MRH- 13040 —DT
CHECKED RTr: RMR
DRAwN RY: CM /JL /RMR
SCALE: N/A
DATE: 07 -25 -2014
sBEE'f xo.
D -3
�J MCADAMS
SERVICE HARDWA
RE
2 "PVC
MUELLER
FORD
H -13420
S70
SADDLE UP TO 8"
SEE NOTE
FC 101
BALL CORPORATION
B -25008
FB1000G
YOKE
H -5020
Y 502
ANGLE BALL VALVE
B -24273
BA94 -323WG
CHECK VALVE
H- 14247 -A
HHS91 -323
CONNECTORS COPPER
STYLE 110
GRIP JOINT
EXPANSION CONNECTION
m
EC 23
NOTE:
ROMAC 101N SHALL REPLACE MUELLER FOR PIPE
DIAMETER UP TO 8"
SMITH BLAIR 317, FORD FC 202 OR ROMAC 202N SHALL
REPLACE MUELLER FOR PIPE DIA.12" AND UP
STANDARD DETAIL
SERVICE CONNECTION 10-0411 5
Y ° Y
L
1 1 1 ■
■
Y
Y 111
ILI
,Mm Iwo,,
L••I L . �
EXISTING
WATER MAIN
THRUST BLOCKING DIP
TAPPING SLEEVE
8 VALVE
ENCASEMENT
a a
o a
OPTION "A"
TIE IN - DUCTILE IRON DETAIL
NOTE:
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
EXISTING
WATER MAIN
THRUST BLO KING
RESTRAINT JOINT
PIPE FROM VALVE
TO 54' PAST CASING TAPPING SLEE VE
`°� -- &VALVE
54'
-
a rENCASEIIENT
DIP WATER MAIN
OPTION "B"
TIE IN - D1. RESTRAINT JOINT DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
UNIONCOUNTY.NE TAPPING SLEEVE ITS,
11 -17 -06
Et;EaA� 1�TZEs
0 METER BOX LID TO HAVE AMR LOCATOR TAL.LIAN'Cz 1200 OR
EQUAL FOR SOW £RT, STANDARD LID FOR 6641 CRT!
N 61A.OERIPROPERTY OWNER TO INSTALL NIPPLE, VALVE AND
VALVE BOX BEFORE METER WILL BE SET,
3) METER AND €RT BY UNION COUNTY 0 PREVAILINS RATE
ELECTRONIC RADIO '
TRANSMITTER VALVE COX BY j
1 } BUILDERIPRUPERTY OWNER ,
i
BLUE GAUGE TEO COPPER 8' to 10" � J J1 I L 3
TRACER ANGLE VALVE h '
WITH INK WINGS) €
EXPANSION % I
I I �
\ CONNECTOR
tid2•, -'^AMR METER I p
CLEARANCE Pt I 1
bYe 1 1 i
CHECK VALVE VALVE BY BUILDER/RROPERTY
OWNER I
TiJ$)CYa CONNECTOR YOKE BRASS NIPPLE BY
BUILDERIP€OPERTY OWNER 7
1 UNION COUNTY 3
i l
PUBLIC WORKS DEPARTMENT
�'} STANDARD DETAIL seA1.E;
UN {ONCtXBJTY, METES INSTALLATION FOR AMR METERS NTH
DATE,
L..._._.._.__.__ -..,_ __,.., -„ 2.., .2 ..- 2..2_....- .........._...- ,.2.2........22__. _.`__ 222.2...._..._....._.......° -- .--._ __
1-2-14
T • 7P IN 6" -12" LIFT
NOTE:
CAREFULLY COMPACTED SELECT
BACKFILL 1 FT.ABOVE TOP OF PIPE
HAND TAMP EARTH
NOTES:
MINIMUM COVER IS 36"
2" PVC SDR 21 (200 PSI)
6 " -8" PVC SOR 18
12" OR LARGER DIP
NOTE:
NO STONES LARGER THAN #67 STONE
SHALL BE USED IN SELECT BACKFILL
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, .WATER TRENCH V B
0 -1 -10 R
9rW
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION
N�N7
N
C4
4
19z
00�
V/
A
� V
X" 35747 L
J °F'z
o �,,
fill
z
9
Z 12 you
U Z Z W 2 y y
m w
3 z
O41 p w 'n W w
Z M gI
On
a a a a a I
'0 0 0o
5 S 5 5 N N N N
P4 ®a a © ®® a
a° w
�w cm
Wp �
x �
O
wZ�U
W� x
EW, F
Q1 O % O
U Z
�x
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W o E"
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in
m x
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1
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A
F
PROJECT xo. MRH -13040
""'NAME: MRH- 13040 —DT
CHECKED RTr: RMR
DRAwN RY: CM /JL /RMR
SCALE: N/A
DATE: 07 -25 -2014
sBEE'f xo.
D -3
�J MCADAMS

18" MAX, I `114 "MESHSCREEN
STRAIGHT WALL OF M 1/4" x 2" STAINLESS STEEL STRPS
TO BE LOCATED OVER INLET 2' -0" R.C. FROM BASE
2- 314" x 3" S.S. ANCHOR
5' - 0" FOR PIPES BOLTS PER STRAP
OVER 18"
4' 0" FOR PIPES
18" & SMALLER V x 2' x 2•
CONCRETE ANCHOR
PRECAST INVERTS ONLY
GENERAL NOT
[11 1 ROLL OF MASTIC AND A 6" EXTERNAL JOINTiSEAM WRAP INSTALLED ON EACH MANHOLE SECTION
(21 MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, BUT BEFORE BACKFIL LING, THE MANHOLE SHALL BE VACUUM TESTED.
ALL PIPES ENTERING THE MANHOLE. SHALL BE PLUGGED AND BRACED, THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
THE TESTING, A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIRE SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES. FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING.
4 FT. DIAMETER MANHOLE z 60 SECONDS
5 FT. DIAMETER MANHOLE m 75 SECONDS -
6 FT. DIAMETER MANHOLE = 90 SECONDS
7 FT. DIAMETER MANHOLE =105 SECONDS
8 FT. DIAMETER MANHOLE =120 SECONDS
10 FT. DIAMETER MANHOLE =150 SECONDS
UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED,
UNION COUNTY PUBLIC WORKS DEPARTMENT I SCALE... �" .
U1410N COUNTY, N.C.
MANHOLE
DATP:
7 71-11, 10 1
mm
4" SCH. 40 - 1/8 BEND
SOLVENT WELD CONNECTION (TYPI
4" SCH. 40 PVC NIPPLE.
LENGTH VARIES DEPENDING ON
DEPTH OF SEWER MAIN TO
MININZE ADDITIONAL BENDS.
SDR 35 PVC 828x4 WYE
INSTALL ROTATED 45° FROM
THE SPRING LINE
WHO Lin
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
f
ESMTtR /W
4" PVC FEMALE
ADAPTOR W /SHC.
40 PLUG
4 " SCH, 40 PVC
1% MIN.. SLOPE
GRAVITY SEWER MAIN
(SEE SPECIFICATIONS)
SEWER LATERAL
4" SCH, 40
PVC CAP ON
4" STUB OUT
DID.
WASHED STONE /FLOWABLE FILL
R/W
WILLOWCROFT SUBDIVISION
111=1o,
50' PUBLIC R/W
5' UTILITY 5' UTILITY
EASEMENT EASEMENT
SIDEWALK
3/8" PER FT
L-3/4" WATER SERVICE
WW�ITH 3/4' WATER METER
4" SEWER LATERAL
WITH 4" CLEANOUT
5'
3/8" PER FT,
8" SANITARY
SEWER
2.00%
2.0' VALLEY
CURB
6" OR 2" WATER LINE
10' OFF BOC
(CUL -DE -SAC)
11' OFF BOC
(ROADWAY)
RIGHT -OF -WAY LINE
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
N�%
H
An,
00
Wter^
A
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o/
SAL��
.,F'Pp � •REOO,,��.
b
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5 N N N N N N N
i`
0� w w
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rn �
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A
PROJECT NO. MRH -13040
Fu"Am: MRH- 13040 -DT
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: N/A
DATE' 07 -25 -2014
SID;EI' NO.
D -4
'Jl MCADAMs
GRAVITY SEWER -
BEDDING DETAIL
T
1•
8"
NOTES:
V
CAREFULLY COMPACTED SELECT
FOR PVC -- USE SDR 35 FOR 10 FT. OR LESS.
BACKFILL 1 FT.ABOVE TOP OF PIPE
USE SDR 26 FOR 10 FT. OR MORE.
USE DUCTILE IRON - IF UNDER 3 FT. DEEP
44"
#67 STONE
OR OVER 18 FT. DEEP.
NOTES:
NO STONES LARGER THAN #67 STONE
SHALL BE USED IN SELECT BACKFILL
CLASS C
8" T
8 • TAMP IN
6 " -12" LIFTS
PVC C900
SDR 18 (200 PSI)
NOTE:
OR
CAREFULLY COMPACTED SELECT
DUCTILE
IRON CLASS 350
BACKFILL 1 FT.ABOVE TOP OF PIPE
WITH PROTECTED 401 LINE
NOTES:
HAND TAMP
NO STONES LARGER THAN #67 STONE
EARTH
SHALL BE USED IN SELECT BACKFILL
2' -4"
FORCE MAIN
UNION COUNTY PUBLIC WORKS DEPARTMENT
STANDARD DETAIL
UNION COUNTY, N.C.
SEWER
BEDDING
8 A
5" SCH 40 STEEL PIPE
..
....
WITH EPDXY COATING ..,
': • THREE COURSES OF
GRAD° RINGS MAXIMUM
g72 °'
RUST -OLEUM 9335 ABOVE GRADE
9578 BELOW GRADE - 9373 PRNER
18" MAX, I `114 "MESHSCREEN
STRAIGHT WALL OF M 1/4" x 2" STAINLESS STEEL STRPS
TO BE LOCATED OVER INLET 2' -0" R.C. FROM BASE
2- 314" x 3" S.S. ANCHOR
5' - 0" FOR PIPES BOLTS PER STRAP
OVER 18"
4' 0" FOR PIPES
18" & SMALLER V x 2' x 2•
CONCRETE ANCHOR
PRECAST INVERTS ONLY
GENERAL NOT
[11 1 ROLL OF MASTIC AND A 6" EXTERNAL JOINTiSEAM WRAP INSTALLED ON EACH MANHOLE SECTION
(21 MANHOLE VACUUM TESTING - AFTER EACH MANHOLE IS INSTALLED AND ALL PIPES ARE CONNECTED, BUT BEFORE BACKFIL LING, THE MANHOLE SHALL BE VACUUM TESTED.
ALL PIPES ENTERING THE MANHOLE. SHALL BE PLUGGED AND BRACED, THE CONTRACTOR SHALL FURNISH ALL MATERALS, LABOR AND EQUIPMENT NECESSARY TO PERFORM
THE TESTING, A VACUUM OF 10 INCHES OF MERCURY SHALL BE CREATED ON THE INSIDE OF THE MANHOLE. AT THE VACUUM OF 10 INCHES OF MERCURY, THE PUMP SHALL
BE STOPPED AND THE TIRE SHALL BE MEASURED FOR THE VACUUM TO DROP TO 9 INCHES. FAILURE OF THE TEST SHALL BE ANY AMOUNT OF TIME LESS THAN THE FOLLOWING.
4 FT. DIAMETER MANHOLE z 60 SECONDS
5 FT. DIAMETER MANHOLE m 75 SECONDS -
6 FT. DIAMETER MANHOLE = 90 SECONDS
7 FT. DIAMETER MANHOLE =105 SECONDS
8 FT. DIAMETER MANHOLE =120 SECONDS
10 FT. DIAMETER MANHOLE =150 SECONDS
UPON TEST FAILURE, THE CONTRACTOR SHALL REPAIR ALL LEAKS AND RETEST THE MANHOLE UNTIL THE TEST HAS PASSED,
UNION COUNTY PUBLIC WORKS DEPARTMENT I SCALE... �" .
U1410N COUNTY, N.C.
MANHOLE
DATP:
7 71-11, 10 1
mm
4" SCH. 40 - 1/8 BEND
SOLVENT WELD CONNECTION (TYPI
4" SCH. 40 PVC NIPPLE.
LENGTH VARIES DEPENDING ON
DEPTH OF SEWER MAIN TO
MININZE ADDITIONAL BENDS.
SDR 35 PVC 828x4 WYE
INSTALL ROTATED 45° FROM
THE SPRING LINE
WHO Lin
UNION COUNTY PUBLIC WORKS DEPARTMENT
UNION COUNTY, N.C.
f
ESMTtR /W
4" PVC FEMALE
ADAPTOR W /SHC.
40 PLUG
4 " SCH, 40 PVC
1% MIN.. SLOPE
GRAVITY SEWER MAIN
(SEE SPECIFICATIONS)
SEWER LATERAL
4" SCH, 40
PVC CAP ON
4" STUB OUT
DID.
WASHED STONE /FLOWABLE FILL
R/W
WILLOWCROFT SUBDIVISION
111=1o,
50' PUBLIC R/W
5' UTILITY 5' UTILITY
EASEMENT EASEMENT
SIDEWALK
3/8" PER FT
L-3/4" WATER SERVICE
WW�ITH 3/4' WATER METER
4" SEWER LATERAL
WITH 4" CLEANOUT
5'
3/8" PER FT,
8" SANITARY
SEWER
2.00%
2.0' VALLEY
CURB
6" OR 2" WATER LINE
10' OFF BOC
(CUL -DE -SAC)
11' OFF BOC
(ROADWAY)
RIGHT -OF -WAY LINE
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
N�%
H
An,
00
Wter^
A
� V
.`
o/
SAL��
.,F'Pp � •REOO,,��.
b
� a �
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is
6 � � b i N
jQ� N
6 y y pN
w � s
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24aaaa�
5 N N N N N N N
i`
0� w w
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A
PROJECT NO. MRH -13040
Fu"Am: MRH- 13040 -DT
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: N/A
DATE' 07 -25 -2014
SID;EI' NO.
D -4
'Jl MCADAMs

BURY FABRIC EDGES -
6" AND COVER WITH
WELL COMPACTED FILL
NQJE
i. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR
TO INSTALLATION..
3, FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
S. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING CITY OR NCDOT
ROADS.
WUTE
1• RfaW FOR
REMOVAL FROM FILTER O171fro M
LUMP
I
LATCH BASIN ( I jI
CURET
w
INSTALLATION
CATCH BASIN INLET
PROTECTION
TEMPORARY EROSION CONT
MATTING FULL DITCH WIDTH,
NORTH AMERICAN GREEN
SC 150 OR EQUAL
EXTEND FILTER FABRIC
UP SIDES OF RIPRAP 8
COVER WITH WELL
COMPACTED FILL \�
18 "MIN.
SEED DITCH 8 SURROUNDING -
AREAS IMMEDIATELY AS
DITCHLINE CONSTRUCTION
PROGRESSES (SEE SCHEDULE)
4 FT. MIN. -
3
1 FT. MIN.
TYPE 1
V - SHAPED GRASS LINED DITCH
lilWJdlE
3 }
�1 i FT. MIN
UNDISTURBED
i SUBGRADE
NOT TO SCALE
SMOOTHLY BLEND
CONTACT AREAS
ALONG DITCH EDGES
SMOOTHLY BLEND
CONTACT AREAS
ALONG DITCH EDGES
-KEY RIPRAP FULLY
INTO UNDISTURBED
EARTH AS INDICATED
UNDISTURBED
SMOOTHLY BLEND
CONTACT AREAS
ALONG DITCH EDGES
PERMANENT EROSION CONTROL`t=11 fF1 Ir'
MATTING FULL DITCH WIDTH, FIRM, UNDISTURBED
NORTH AMERICAN GREEN EARTH SUBGRADE
P300 OR EQUAL
TYPE 3
V - SHAPED PERMANENT MAT LINED DITCH
USAGE: Contractor shall install dlchlines and ditch types at locations indicated on the plan. Specific ditch linings shall be utilized at locations
shown on the plans W provide erosion protection during 10 year storm events. Type 3 ditches may be substituted for Type 2 ditches.
MATERIALS AND Seeding for ditch types 1 and 3 shalt be in accordance with "Permanent Seeding for Gross Lined Channels" schedule. The erosion
INSTALLATION' resistance of ditch types 1 and 3 is dependent upon a well established stand of grass. The contractor shall repair fabrics and matfings,
re -seed and repair ditches as necessary to establish a permanent weilcstablished grass lining in all grass lined ditches.
Erosion & Filter Fabrics shall be the types specified or equal products with equal or better characteristics. All matiings and fabrics shall be
anchored and installed in accordance with manufacturer's instructions and recommendations. AI joints shall be overlapped a minimum of
2 feet.
RioRap for Type 2 ditches shall be " NCDOT Class B Stone for Erosion Control Ditchlines shall be overexcavated as required to properly
key of recess stone into the ditehline as detailed. Carefully place stone to avoid damaging filter fabric. Place and fit stone carefully to
match the ditch geometry as detailed.
Always instalt dochlines from the lowest point in an upstream direction. Lining materials shall be Installed and completed as ditchline
contraction progresses. Dlchlines for roadways should be installed concurrently as rough gelding progresses.
MAINTENANCE: Inspect all ditefutrim after each rainfall event. Repair and/or replace any damaged lining, grading, seeding or other problems until which
time ail ditchltnes are permanently stabilized and not subject to erosion.
TYPICAL DITCHLINE DETAILS
NOT TO SCALE
9ENERAL NOTES:
DRIVE 5' STEEL POST AT LEAST 24"
INTO SCUD GROUND.
USE STAPLES V APART HMIZON7LLY
AND VERTICALLY TO ATTACH THE
FILTER FABRIC TO THE WRE FENCE.
THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDIA7ELLY AFTER
THE BASIN IS CONSTRUCTED.
MOST OF THE SEDIMENT BASIN WILL
ACIIMULAIE IN THE FIRST BAY,
SO THIS SHOULD BE READILY ACCESSIBLE
FOR MAINTENANCE.
THE TOP OF THE FABRIC SHOULD BE 6 INCHES
HIGHER THAN THE INVERT OF THE SPILLWAY.
DO NOT SPUCE THE FABRIC, BUT USE A
CONTINUOUS PIECE ACROSS THE BASIN.
CIR MESH. 700 9/m2 CUR EROSION BLANKET
AND TREE PROTECTION FENCE FOLDED OVER
TO REDUCE PORE SZE HAVE ALL BEEN USED
SUCCESSFULLY.
BAFFLE INSTALLATION
1 CAREFULLY PLACED -z "'""II" `FILTER FABRIC FULL
STREAM CHANNEL
5'
4NKK HEIGHT ti,
NCDOT CLASS B STONE DITCH WIDTH, DUPONT
sac aAlaer m s
serMOPATr
DITCH LINING TYPAR STYLE 3601 OR
nc•1ID4m
TYPE 2 EQUAL
wml plave.
V - SHAPED RIPRAP LINED DITCH
see I-
SEED DITCH & SURROUNDING
wsm vuaa. W.
s:I
AREAS IMMEDIATELY AS
BURY MATTING EDGES
DITCHLINE CONSTRUCTION
6" AND COVER WITH
PROGRESSES (SEE SCHEDULE)
WELL COMPACTED FILL
5
u .
SURFACE FLOW
DIVERSION
4 FT. MIN.
ISM" i..ay.YU '{Yh l�.,f� Y
3
a Lew. a/r
1 FT. MIN. „ „A
NOT TO SCALE
SMOOTHLY BLEND
CONTACT AREAS
ALONG DITCH EDGES
SMOOTHLY BLEND
CONTACT AREAS
ALONG DITCH EDGES
-KEY RIPRAP FULLY
INTO UNDISTURBED
EARTH AS INDICATED
UNDISTURBED
SMOOTHLY BLEND
CONTACT AREAS
ALONG DITCH EDGES
PERMANENT EROSION CONTROL`t=11 fF1 Ir'
MATTING FULL DITCH WIDTH, FIRM, UNDISTURBED
NORTH AMERICAN GREEN EARTH SUBGRADE
P300 OR EQUAL
TYPE 3
V - SHAPED PERMANENT MAT LINED DITCH
USAGE: Contractor shall install dlchlines and ditch types at locations indicated on the plan. Specific ditch linings shall be utilized at locations
shown on the plans W provide erosion protection during 10 year storm events. Type 3 ditches may be substituted for Type 2 ditches.
MATERIALS AND Seeding for ditch types 1 and 3 shalt be in accordance with "Permanent Seeding for Gross Lined Channels" schedule. The erosion
INSTALLATION' resistance of ditch types 1 and 3 is dependent upon a well established stand of grass. The contractor shall repair fabrics and matfings,
re -seed and repair ditches as necessary to establish a permanent weilcstablished grass lining in all grass lined ditches.
Erosion & Filter Fabrics shall be the types specified or equal products with equal or better characteristics. All matiings and fabrics shall be
anchored and installed in accordance with manufacturer's instructions and recommendations. AI joints shall be overlapped a minimum of
2 feet.
RioRap for Type 2 ditches shall be " NCDOT Class B Stone for Erosion Control Ditchlines shall be overexcavated as required to properly
key of recess stone into the ditehline as detailed. Carefully place stone to avoid damaging filter fabric. Place and fit stone carefully to
match the ditch geometry as detailed.
Always instalt dochlines from the lowest point in an upstream direction. Lining materials shall be Installed and completed as ditchline
contraction progresses. Dlchlines for roadways should be installed concurrently as rough gelding progresses.
MAINTENANCE: Inspect all ditefutrim after each rainfall event. Repair and/or replace any damaged lining, grading, seeding or other problems until which
time ail ditchltnes are permanently stabilized and not subject to erosion.
TYPICAL DITCHLINE DETAILS
NOT TO SCALE
9ENERAL NOTES:
DRIVE 5' STEEL POST AT LEAST 24"
INTO SCUD GROUND.
USE STAPLES V APART HMIZON7LLY
AND VERTICALLY TO ATTACH THE
FILTER FABRIC TO THE WRE FENCE.
THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS SHOULD
BE SEEDED IMMEDIA7ELLY AFTER
THE BASIN IS CONSTRUCTED.
MOST OF THE SEDIMENT BASIN WILL
ACIIMULAIE IN THE FIRST BAY,
SO THIS SHOULD BE READILY ACCESSIBLE
FOR MAINTENANCE.
THE TOP OF THE FABRIC SHOULD BE 6 INCHES
HIGHER THAN THE INVERT OF THE SPILLWAY.
DO NOT SPUCE THE FABRIC, BUT USE A
CONTINUOUS PIECE ACROSS THE BASIN.
CIR MESH. 700 9/m2 CUR EROSION BLANKET
AND TREE PROTECTION FENCE FOLDED OVER
TO REDUCE PORE SZE HAVE ALL BEEN USED
SUCCESSFULLY.
BAFFLE INSTALLATION
Temporary earthen diversion dike
pAN�u�:
1. AREA UNDER EMBANKMENT SWUL BE CLEWED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT LMT.
THE POOL AREA SHIML BE CLEANED.
tL THE FILL WWEGAL FOR THE EMBMKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION M WELL
GvERS® STONES ROCKS ORGWM kaIM& 0 OTHER OBEIION M MVTERAL THE EMBMIKME SHALL
M R
COMPACTED BY iMV FILLS ACTH IPMFM WHILE BEING CONSTRUCTED. SPILLYMYS SHOULD NOT BE
SS EW
CONSTRUCTED THROUGH FILL SECTIONS
3. SEDIMENT SHNL BE REMOVID AND TRAP PESDREO TO HE ORIgNa1 DIMENSIONS WHEN THE SEDIMENT RAs ACCUMULATED
E- THE ]DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SIWL BE DEPMIIED IN A SWAN MEA IN SUCH
T° ONE-HALF
A IMtJNER THAT R WILL NOT ERODE.
l THE WPM SH IL BE INSPECTED AFTER EACH RAN MD REPASS MME AS NECESSARY.
8. CONSRt N OPERATION S MU. BE CARTED OUf IN SUCH A MANNER RANT ER050N AND WATER MO M IS MINIMIZED.
6. ALL CUT AND FILL SIDPES SHALL BE 21 OR FtAT(Eit.
7. IF SEDIMENT MIN IS IN USE W DAYS OR LONGER, EMBMMR SHOULD BE SEEDED OR OWHERMSE PROPERLY STABILIZED.
8. STORAGE AREA IS SHOM! AS RECTANWtAR FOR ILLUSIPATNE PURPOSES CIILY, AND MAY BE CNSRUCIED N ANY SHAPE
PRA'IDED THE MINIMUM SOPADE VOLUME REDUIRMENT IS MET. THE BASIN SHOULD AS0 BE ORE SUCH THAT THE
FILTER AND TIE MIN FLOW OF WATER AND SEDIMENT ME ON OPPOSNE ENDS ON THE LONGER BASIN MNNSONS.
B. REWIRED S7OIUGE B 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE RECOMMENDED STORAGE IS 180D CUM
FEET OF STORAGE PER ACRE OF DRNNIGE ARIL
10. THE LENGTH OF THE STONE OUTLET (SR UMNY) B TO BE EYED ON A 10 YEAR STORM,
11. WHENEVER TOPOGPAPHY ALLOWS, WE BASED LENGTH SHOULD BE TWICE (2K) THE WIN MOTH. TO AUDW MR SETNNO
B+FFILS SHOULD BE PROVIDED IN ARE WIN WERE THE LENGTH M LESS TARN TMCE THE MM.
12 CLE a WT SHAL W PLACED IN Al SEDIMENT BASNS AT THE LOW MWF N THE BATH THE STAPES SHALL SE
MID® SHOWING WE HALF FULL. CIFMOINf PLANT, OF THE WIN.
13. SAFETY FENDING W HIGH SHOULD BE PLACED AROUND AL SEDIMENT` BASKS
14. FIT DESIGN OF RISER TYPE SEDIMENT WINS, REFER TO THE NORTH U'rI M DEPATMENT OF ENVIRONMENT,
HEALTH, ND NAURA R90URC6,
Is
Is
NOT TO SCALE
� I7m1 wMaeeac a sXXtees vrrAL e4A. �\
ate rime s as asrawaMx
L afME MIIOIO MB aap'Mra aR OalaLL .�i•�a
eS LID MB6I LOMWerMF MI,aF PSC ra r8rM8
a L.sAf.wrilvaxlva:vmW mMfn
• .•i��i••••,
STREAM CHANNEL
5'
4NKK HEIGHT ti,
r m
sac aAlaer m s
serMOPATr
•+
nc•1ID4m
«r
air-
Iea'+
wml plave.
Ww
see I-
r:
s "5a 1y
wsm vuaa. W.
s:I
T
9e sea a of
e
AySTNIATKN
ms
M
�
5
u .
SURFACE FLOW
DIVERSION
1lKA
ISM" i..ay.YU '{Yh l�.,f� Y
y S '
1
a Lew. a/r
o saw a RANp
�
\
aµwNTVm, r oa
air
TEMPORARY STREAM CROSSING OPTION
1. Keep cloning and excavation of the stream banks and bed and approach
x matearaen
sMOmaR r oa
2. Divert all surface water from the construction site onto undisturbed areas
adjoining the stream.
3. Keep stream crossings at right angles to the stream flaw.
`A
distance of 30 feet. Raise bridge abutments and culvert fills a minimum of 1
\
runoff and to allow flood flaws to pass around the structure.
S. Stabilize all disturbed areas subject to flowing water, including planned
overflow areas, with riprap or other suitable means if design velocity exceeds
the allowable for the in -place soil (Table 8.05x, Appendix 8.05).
6. Ensure that bypass channels necessary to dewater the crossing site are
w-iP, MINT IAi
compact, and stabilize the bypass channel appropriately.
7. Remove temporary stream crossings immediately when they are no longer
:::::••
a¢A
CHANNEL TRENCHING
8. Any in -stream sediment control measures must be removed upon
Stabilization of the area.
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Temporary earthen diversion dike
pAN�u�:
1. AREA UNDER EMBANKMENT SWUL BE CLEWED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT LMT.
THE POOL AREA SHIML BE CLEANED.
tL THE FILL WWEGAL FOR THE EMBMKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION M WELL
GvERS® STONES ROCKS ORGWM kaIM& 0 OTHER OBEIION M MVTERAL THE EMBMIKME SHALL
M R
COMPACTED BY iMV FILLS ACTH IPMFM WHILE BEING CONSTRUCTED. SPILLYMYS SHOULD NOT BE
SS EW
CONSTRUCTED THROUGH FILL SECTIONS
3. SEDIMENT SHNL BE REMOVID AND TRAP PESDREO TO HE ORIgNa1 DIMENSIONS WHEN THE SEDIMENT RAs ACCUMULATED
E- THE ]DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SIWL BE DEPMIIED IN A SWAN MEA IN SUCH
T° ONE-HALF
A IMtJNER THAT R WILL NOT ERODE.
l THE WPM SH IL BE INSPECTED AFTER EACH RAN MD REPASS MME AS NECESSARY.
8. CONSRt N OPERATION S MU. BE CARTED OUf IN SUCH A MANNER RANT ER050N AND WATER MO M IS MINIMIZED.
6. ALL CUT AND FILL SIDPES SHALL BE 21 OR FtAT(Eit.
7. IF SEDIMENT MIN IS IN USE W DAYS OR LONGER, EMBMMR SHOULD BE SEEDED OR OWHERMSE PROPERLY STABILIZED.
8. STORAGE AREA IS SHOM! AS RECTANWtAR FOR ILLUSIPATNE PURPOSES CIILY, AND MAY BE CNSRUCIED N ANY SHAPE
PRA'IDED THE MINIMUM SOPADE VOLUME REDUIRMENT IS MET. THE BASIN SHOULD AS0 BE ORE SUCH THAT THE
FILTER AND TIE MIN FLOW OF WATER AND SEDIMENT ME ON OPPOSNE ENDS ON THE LONGER BASIN MNNSONS.
B. REWIRED S7OIUGE B 1800 CUBIC FEET OF STORAGE VOLUME PER DENUDED ACRE RECOMMENDED STORAGE IS 180D CUM
FEET OF STORAGE PER ACRE OF DRNNIGE ARIL
10. THE LENGTH OF THE STONE OUTLET (SR UMNY) B TO BE EYED ON A 10 YEAR STORM,
11. WHENEVER TOPOGPAPHY ALLOWS, WE BASED LENGTH SHOULD BE TWICE (2K) THE WIN MOTH. TO AUDW MR SETNNO
B+FFILS SHOULD BE PROVIDED IN ARE WIN WERE THE LENGTH M LESS TARN TMCE THE MM.
12 CLE a WT SHAL W PLACED IN Al SEDIMENT BASNS AT THE LOW MWF N THE BATH THE STAPES SHALL SE
MID® SHOWING WE HALF FULL. CIFMOINf PLANT, OF THE WIN.
13. SAFETY FENDING W HIGH SHOULD BE PLACED AROUND AL SEDIMENT` BASKS
14. FIT DESIGN OF RISER TYPE SEDIMENT WINS, REFER TO THE NORTH U'rI M DEPATMENT OF ENVIRONMENT,
HEALTH, ND NAURA R90URC6,
Is
Is
NOT TO SCALE
� I7m1 wMaeeac a sXXtees vrrAL e4A. �\
ate rime s as asrawaMx
L afME MIIOIO MB aap'Mra aR OalaLL .�i•�a
eS LID MB6I LOMWerMF MI,aF PSC ra r8rM8
a L.sAf.wrilvaxlva:vmW mMfn
• .•i��i••••,
STREAM CHANNEL
5'
4NKK HEIGHT ti,
r m
sac aAlaer m s
serMOPATr
•+
nc•1ID4m
CFIANNEI
wml plave.
Ww
see I-
wsm vuaa. W.
s:I
T
9e sea a of
AySTNIATKN
MEMMO
sQ
ME�THOU •B" N1ATIM�
HMO AND IWMLMO OR aalet
SOMMER AASSEMMMX AS FOLLOWS:
• NSAT THE VENT INTO THE HIE IN THE 7EE WITH THE LONG END PONING TO THE REAR, THE SIDE WITH
THE DOLL 7M7m BE SCREW To SECURE R.
• GLUE THE BNUE7. ((NNOT INW10ED. AVABAME AT PILNBINO AND HARDWARE STORES) W -8' LONG OEPEMDI S
ON THE IENOM LEE TO PUL TE BUYNFR TD TE SEE OF SKIMMER
+ PRIME ONLY ONE ED OF THE PVC PIPE FOR THE BABEL AND WE FEMALE COUPLING ON THE FLEXIBLE
JOINT. THEN GLUE THE PIPE TO THE OOUPIINO.
• YABHIIT ILF (BO IT CAN BE DISASMOM LATER) SLIP THE OTHER END OF WE PIPE (A Uri GREASE a
�COIMIENOD NM THE BRUSHING AT ME OUTLET END OF 71E PIPE ON WE SOMOL SECURE 111E PIPE BY
TIMTNINO PHILLIPS HEM SLEW SO THAT THE POINT OOS SIGHTLY INTO TIE PIPE
NUAAII AS
INSTALL
+ LAY TE ASSUBM SOMMER ON WE BOTTOM OF ME BASIN WIN THE REGIME JOINT AT THE INLET OF
THE PIPE 7NROUM THE DAM OR AT THE OMEMMN MITI WE MM
• REMOVE ANY DUTY OR MORTAR M THE PIPE AND SLID THE 4" OMMAG OVER WE PIPE INET. MOM THE
7OD SCREW SU ME POINTS ,AST PIERCE THE SEE OF WE �E TO SECURE THE CON ECIION.
• POSITION TREE SOIRER OVER THE EXCAVATED PIT IN THE BASIN.
+ THE S(BWFR SHOULD SETTLE LEVEL ACROSS THE TOP OF THE PPE THE THE DOOR M R. 50 THAT DEBITS
WANDS OM 01HEtMISE. DEBRIS THAT A=NTI AIM AROUND THAT FLOAT DILL now WW WE FLOAT
AND IDG WE SCREEN MEN WE WATER LEVEL DROPS.
• ADJUST THE FLEXIBLE JOINT CONNECTION, F NECESSARY, EWECALLY F THE SKIMMER IS PULLED To ME
SHE AND THE BANTU¢ IS HOT ALP= ANTI THE OUTLET PPE THE FLOAT B BALANCED 80 THAT THE REAR
SETTLES DOOR AS THE LAST FEW INCHES OF WRIER MAIN FROM THE BASED. THE POSITIONS ME r1AAT AND
THE WARDS TO CONTAIN FLOATING OEM ON THE OU79iE OF THE FLOAT AS THE WATER LEVEL DROPS.
+ F ME SOM ER B Nor LETSL OEM CAN FLOW UNDER THE FLOAT AND CLOG THE SCREEN AND POOMY
THE ORIFICE.
• PLACE A SKATE AT ME OONMEMM OF THE FLEXIBLE JOINT SO THE BACK HOE OPERATOR DILL KM0W ME
ILCATM WEN EEAVA7ING ACCUMULATED SEDIMENT FROM LUAET WE MM MM AND NOT DAMAGE R.
• AFTER INSTALLING ME SNMIER CHECK TO MINE SURE THE OMRCE HAS NOT FALLEN OUT MILE MOVING THE
S NMFR.
WINNER![
•
WE THE ROPE PROVIDED AROUND THE TEE BETWEEN THE VENT AND THE HORIZONTAL TUBE.
• SNM IT B POLYPROPYLENE (LOPE. WITH B SIPPERY, USE A DOOR MDT THAT MARL NOT CGE LOOSE.
+ BEMIRE THE 07HER END TO A STNS ON THE DAM M THE SIDE OF THE BASAL
• PUT TDMM M THE ROPE 90 WE SHIMMER MBL SETTLE IN70 THE PIT AFTER THE BASIN DRAMS.
• F YOU NEED TO LENOTEN THE ROPE USE ONE THAT WILL FLOAT. OTIM MIS4, IT MAY UNIX AND BE COVERED
BY SEDIENT AND ACT AS AN ANCHOR TO KEEP THE MMMM FROM FWAYM (INS IS IINUMN FROM SAO
WM F ME SGNER IS CLOGGED WTI WIN TRASH AND THERE B WATER IN WE BASH, USUALLY A FEW
JEMM M THE ROPE TO MAKE TE SKMMR 800 LP AND DOWN MILL DISLODGE THE DM MS AM IE OE
FLIED F THIS DOES NOT WORK PULL THE SMMMER OVER TO WE SIDE 675 EASIER TO DO WAN WE BASNN
PARTIALLY FUR) AND REMOVE WE DEERS ALSO 04ECK WE OEM INSIDE THE SUM TO SEE F R B
CLOMM F SO ISM THE DFRRS
sFludT IweFR TIE 9GMME1. F SEDIMENT ACOUMULAM TO THE POINT THE SIMMER CANNOT SETTLE LOW
E7MAG1 A GRAN TE FN71E BASED BULL THE SOMMER OVER 70 ONE SIDE AND EXCAVAIE ME SEDIMENT
VON A BACKHOE
anrrfo BARREL M OIOE TIROUax 7NE TALL F WE SIGNER IS CLOGGED DESPITE REMOVING OEM AND R
APPEARS THAT ETER TE BARR7. BEiM TE GGICE AND THE FLEXIBLE JOINT OR WE PPE IM M ON THE
DAM IS OMM TAKE THE FOLLAMING STEPS TO CLEAN THE SOCKAGE (SWRENT WILL SMEMM
ACCUMULATE IN THE PIPE).
• VIAL WE SDIIER OVER TO TIE ML
• FOMD\£ WE PIN AID OPEN ME DOOR TO ACCESS THE ORFICE
• REMOVE THE OMM PLUG M CM.
+
RAISE TIE INLET AS HIGH AS PRACTICAL
• FR THE BARREL WIN WA10 LASE A BUCKET AND RUNNEL OR A PUMP) TO REMOVE WE CLOG USING WE
WATER AND PELHME
• AFTER TE OBSRUCTON IS REMOVED CNIRNE FAXIRNO WATER INTO ME BABEL TO RUST OUT
ACOUM"% OMAN AND SEDIMENT TO PREVENT FUTURE ==N2
• A PLUMBERS SNAKE CAN BE USED BUT FUM MF WT THE S AMT AND OEBRS M
V V Cv'
°v
0
v
D
v
(STRAW) CHANNEL MATTING INSTALLATION DETAIL
i� T1Ti'P.Ti'3
CONSTRUCTION
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
DKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
RIP
FAJRIH DIKE
max
19 -guage hardware cloth
4`
iEMFNr PR _ ------ _....,....__ (a mesh openings)
_ ®T
SPECIFICATIONS:
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SECTION SHALL BE RAND TAMPED IN a Jim M THE TOP OF
THE EARTH DIKE
5. FOLLOW -UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
6. 0= PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE
FLEXIBLE PIPE SLOPE DRAIN
PLAN
La
+
SECTION A -A
1A
L+
,,..:r blanket
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. In well- defined extend the apron up the
channel banks to an elevation of 6" above the
maximum tailwater depth or to the top of the
bank which ever is less.
4. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
rxam e.WET A seem ar ]-0
,iYaKrm®� A�YMaaaY
6 r0 B Mar AY.W9E R 11E
. ". aorasacvrowaxM
. NIA a MFM:PAID MMI SUMO
•� /sat a oawa eA • ep
/ ....�a
/' ••• '•wa ant Faa
a�w agw
• ie aw owaaa
eEawTA
.. �sAarmexmsA
so e a ra
wi°Oaoml v'-oN,
,FIONAma aE
� vTA:VA
SLOPE DEAL n
Wi
END ROLL OVERLAP n
Y-W MN. I---
aNaE,r ae ewe
r A: T�icvae va
BOTTOM OF SLOPE
NCDOT 95 or #57
washed stone
% _ 'T 16"
NCDOT #5 or #57
washed stone
Figure6.51a Hardware cloth and gravel inlet protection
2
Can definitely Sgeaits a the
1. Will.
grade a ahMloe tlepraeNan apprmohe9 Me
filtered ml°`
2Mw S-fmt steal 1. mabli
Sp 2 feet MM Ma amend water sumosiberIg Me glee Spero panto of 4 around Ma
pMmeta of Me MIaU a matlmum of 4 feet apart
1 Surround Me pros ell elre mail mrdeam doM.
Secure the eke meeh to Me steel poste at Me lap,
modus and bottom. RaaMq a 2-foot Bap of Me Wke
mesh under Me Install far an l:aMg a raeanmandM.
4. Plats wean grant MC COT Fv or #57 afal an a 2.1
Map. eft a helghl M 16 Inches oround Me efts, and
smooth W are awn grade.
5.0a. Me mntrm:rM9 dralm" erw hoe bem stabilized.
snow eommulated sedhnmt and wkbllah Mal Trading
elmatim.
B.Cam ct Me arse and el Hb It WIM
pa Property
groundeowr.
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
STREAM CHANNEL
5'
4NKK HEIGHT ti,
r m
1\
yyy(,Vy ll � yW
�i1AL
1I)1� 61y 4 11; SURFACE FL OW
O O Q9 C) �I
O ° ° DIVERSION
OO O O 0 .
° -° ° w6 Co. SOC)o o° O ° -
o
see I-
j
visas
..
"• r
1Raa 68lMf$
SURFACE FLOW
DIVERSION
a rA P.wMa
,r m
a Lew. a/r
o saw a RANp
�
\
aµwNTVm, r oa
air
TEMPORARY STREAM CROSSING OPTION
1. Keep cloning and excavation of the stream banks and bed and approach
x matearaen
sMOmaR r oa
2. Divert all surface water from the construction site onto undisturbed areas
adjoining the stream.
3. Keep stream crossings at right angles to the stream flaw.
`A
distance of 30 feet. Raise bridge abutments and culvert fills a minimum of 1
\
runoff and to allow flood flaws to pass around the structure.
S. Stabilize all disturbed areas subject to flowing water, including planned
overflow areas, with riprap or other suitable means if design velocity exceeds
the allowable for the in -place soil (Table 8.05x, Appendix 8.05).
6. Ensure that bypass channels necessary to dewater the crossing site are
w-iP, MINT IAi
compact, and stabilize the bypass channel appropriately.
7. Remove temporary stream crossings immediately when they are no longer
:::::••
a¢A
CHANNEL TRENCHING
8. Any in -stream sediment control measures must be removed upon
Stabilization of the area.
CC��C
METHOD "A' n
seIs ®
•'•
•••WI aWa61WNADe.
as aTAa Nae/r
aEA Mme araL
1r aaL.l LLP RL IIEW
Yale
�i
tf i
is
V V Cv'
°v
0
v
D
v
(STRAW) CHANNEL MATTING INSTALLATION DETAIL
i� T1Ti'P.Ti'3
CONSTRUCTION
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE
DKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1 FOOT
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA.
RIP
FAJRIH DIKE
max
19 -guage hardware cloth
4`
iEMFNr PR _ ------ _....,....__ (a mesh openings)
_ ®T
SPECIFICATIONS:
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
SECTION SHALL BE RAND TAMPED IN a Jim M THE TOP OF
THE EARTH DIKE
5. FOLLOW -UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
6. 0= PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE
FLEXIBLE PIPE SLOPE DRAIN
PLAN
La
+
SECTION A -A
1A
L+
,,..:r blanket
NOTES:
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. In well- defined extend the apron up the
channel banks to an elevation of 6" above the
maximum tailwater depth or to the top of the
bank which ever is less.
4. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
rxam e.WET A seem ar ]-0
,iYaKrm®� A�YMaaaY
6 r0 B Mar AY.W9E R 11E
. ". aorasacvrowaxM
. NIA a MFM:PAID MMI SUMO
•� /sat a oawa eA • ep
/ ....�a
/' ••• '•wa ant Faa
a�w agw
• ie aw owaaa
eEawTA
.. �sAarmexmsA
so e a ra
wi°Oaoml v'-oN,
,FIONAma aE
� vTA:VA
SLOPE DEAL n
Wi
END ROLL OVERLAP n
Y-W MN. I---
aNaE,r ae ewe
r A: T�icvae va
BOTTOM OF SLOPE
NCDOT 95 or #57
washed stone
% _ 'T 16"
NCDOT #5 or #57
washed stone
Figure6.51a Hardware cloth and gravel inlet protection
2
Can definitely Sgeaits a the
1. Will.
grade a ahMloe tlepraeNan apprmohe9 Me
filtered ml°`
2Mw S-fmt steal 1. mabli
Sp 2 feet MM Ma amend water sumosiberIg Me glee Spero panto of 4 around Ma
pMmeta of Me MIaU a matlmum of 4 feet apart
1 Surround Me pros ell elre mail mrdeam doM.
Secure the eke meeh to Me steel poste at Me lap,
modus and bottom. RaaMq a 2-foot Bap of Me Wke
mesh under Me Install far an l:aMg a raeanmandM.
4. Plats wean grant MC COT Fv or #57 afal an a 2.1
Map. eft a helghl M 16 Inches oround Me efts, and
smooth W are awn grade.
5.0a. Me mntrm:rM9 dralm" erw hoe bem stabilized.
snow eommulated sedhnmt and wkbllah Mal Trading
elmatim.
B.Cam ct Me arse and el Hb It WIM
pa Property
groundeowr.
HARDWARE CLOTH & GRAVEL
INLET PROTECTION
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT No. MRH -13040
MONSOON
FII'MAKE: MRH - 13740 -DT
CHECKED BY. RMR
DRAWN BY: CM /JL /RMR
scACE: N/A
BA'L'E: 07 -25 -2014
SHEET NO.
D -5
�� MCADAMS
STREAM CHANNEL
5'
4NKK HEIGHT ti,
1\
yyy(,Vy ll � yW
1I)1� 61y 4 11; SURFACE FL OW
O O Q9 C) �I
O ° ° DIVERSION
OO O O 0 .
° -° ° w6 Co. SOC)o o° O ° -
o
y STONE APPROACH SECTION /
j 5:1 MAX. SLOPE ON ROAD `
STONE OVER FILTER CLOTH
SURFACE FLOW
DIVERSION
ORIGINAL STREAMBANK�
y y
0
STONE Temporary aaome
FILTER CLOTH
TEMPORARY STREAM CROSSING OPTION
1. Keep cloning and excavation of the stream banks and bed and approach
sections to a minimum.
2. Divert all surface water from the construction site onto undisturbed areas
adjoining the stream.
3. Keep stream crossings at right angles to the stream flaw.
4. Align road approaches with the center line of the crossing for a minimum
distance of 30 feet. Raise bridge abutments and culvert fills a minimum of 1
foot above the adjoining approach sections to prevent erosion from surface
runoff and to allow flood flaws to pass around the structure.
S. Stabilize all disturbed areas subject to flowing water, including planned
overflow areas, with riprap or other suitable means if design velocity exceeds
the allowable for the in -place soil (Table 8.05x, Appendix 8.05).
6. Ensure that bypass channels necessary to dewater the crossing site are
stable before diverting the stream. Upon completion of the crossing, fill,
compact, and stabilize the bypass channel appropriately.
7. Remove temporary stream crossings immediately when they are no longer
needed. Restore the stream channel to its original crass - section, and smooth
and appropriately stabilize all disturbed areas.
8. Any in -stream sediment control measures must be removed upon
Stabilization of the area.
TEMPORARY STREAM
CROSSING
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
� N� •
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PROJECT No. MRH -13040
MONSOON
FII'MAKE: MRH - 13740 -DT
CHECKED BY. RMR
DRAWN BY: CM /JL /RMR
scACE: N/A
BA'L'E: 07 -25 -2014
SHEET NO.
D -5
�� MCADAMS

NOTE:
1. THE RISER /BARREL SHALL BE DESIGNED TO CARRY THE 10 -YFAR STORM
RISER TYPE SEDIMENT BASIN
WITH SKIMMER
NOTE1
t. alze le lmw WE v NRM Am 1p00M m1N Ate cerm a xon
m E MWxm w M mmEm
L rmm m M olMBam M.oamw alaN um 6NR+YI2BII1 Pm
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611E IR OR WLMRr Ai M YSW WT WII2T AT A YNIBY wYi Q
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aIIEWFLf al1AB WM Ile a6I66 M 6mMY CYIEEL M
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,op a M ArxY12 a1IN4 YAIe.N ,xn m 6mMN W1Mn Nt
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aIxAEL aaM xm E NIOwD.
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iL 6 PFx.TIFY
L . a o.lamaBxB YANNZ .NE m ILm FASSW
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1L x+Y 0a1YYFO AEA..6IPB6 ro RBYAYe O
SenEsxa®. A'A'A'
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D� -11i'A � I�R C�MVIE�LMR I
oEmN°1a•
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p :z 6fA.lYX
NOTE m 6 TIED IXYM
ri
SmE mW A Vf-x "-Y/d ti£ wAE,m
9ECRIw II-B APPROVED I1
RIPRAP APRON AT PIPE OUTLETS
O 2' -6. OR 2' -0" STANDARD CURB AND
GUTTER, STD. PER 10.17A
O SAFETY RAIL, STD. 50.D4A & 50.048
BO 4' -0- (MIN.) SIDEWALK. STD. 10.22
H1 2' -0- VALLEY GUTTER. STD. 10.17B
Q CURB TRANSITION STANDARD CURB AND
GUTTER TO 2' -0" VALLEY GUTTER,
STD. 10.19
LH = DISTANCE FROM END OF WINGWALL TO
END OF SAFETY RAIL
LOT = DISTANCE FROM i OF CULVERT
TO END OF 2' -6' CURB AND GUTTER
GUTTER.
LC2 = DISTANCE FROM END OF WINGWALL
TO END OF 2' -6' CURB AND GUTTER.
.NOTES:
t. SEE SID. NO. 10.36B FOR GENERAL NOTES
AND CLEAR ZONE DISTANCES.
2. M ALTERNATIVE FOR STREETS WRIT WIDER
PLANTING STRIPS AND SIDEWALI(S: IN LIEU OF
A PLANTING STOP ALONG THE CULVERT
CROSSING, PROVIDE A MINIMUM 8 -FOOT WIDE
SIDEWALK LOCATED AT THE BACK OF CURB,
FOR LENGTH 'LC1" ON EITHER SIDE OF THE
CULVERT CENTERUNE
SEE NOTE
PLANTING STRIP
2
IL
�L -PIPE CULVERT• -
8 ENOM'PL- OR WINDWALL SECTION A - A ENDW'P1L OR WINGWAl1 A
L
SDE A R�20W 10' TRANSITION
0 ENDWALL ON WINGWALL -1-I -0 "�_ _ I
STANDARD CURB
S M I� AND GUTTER
R� -- -- L- L- -
V MN, TIP. OS HOE 2)
I ^,LOCO'-0" R121 rU
X
1i
25'Le MIN.
- - - - -_
Isl I "
u.
R/W MWALL ON _NNGWM�� \ T
'-- -. + - -SME SEE NOTE 7 ON SR, NO. 10.388
CULVERT CROSSINGS ON RESIDENTIAL
AND COMMERCIAL STREETS
NOT TO
NOTES:
0. GRAVEL PAD TO BE 12'x 50' AND 6' THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED,
0. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREET.
PERIODIC TOPDRESSING WITH STONE
SILL BE NECESSARY; KEEP SOME HANDY.
a. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
COARSE AGGREGATE
2 -3"
NOTES: APPLICABLE AT ALL POINT OF
INGRESS k EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE /EXIT
GENERAL NOTES:
1. UNLESS OTHERWISE DETERMINED BY THE CITY ENGINEER, WE MEASURES ILLUSTRATED
SHALL BE USED WHEN CULVERT DIAMETER. D. IS GREATER THAN OR EQUAL TO 24 INCHES
AND WHEN THE DIFFERENCE IN ELEVATION BETWEEN THE CULVERT INVERT AND THE TOP
OF SLOPE. It IS GREATER THAN OR EQUAL TO 5 FEET.
2. INSTALLATION OF 2' -6" CURB AND GUTTER MAY NOT BE REQUIRED WHEN AN ADEQUATE
CLEAR ZONE IS PROVIDED FOR VEHICLES WITH A MAXIMUM OF 6:1 SLOPE (SEE TABLE 1).
3. INSTALLATION OF SAFETY RAIL MAY NOT BE REQUIRED W14EN A 10 -FOOT PEDESTRIAN CLEAR
ZONE IS PROVIDED BEHIND THE SIDEWALK WITH A MAXIMUM OF &i SLOPE WHERE NO
SIDEWALK IS REQUIRED. INSTALLATION OF SAFETY RAIL MAY NOT BE REQUIRED WHEN A 15 -FOOT
PEDESTRWI CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A MAXIMUM OF &i SLOPE.
4. FOR CULVERT CROSSINGS WITHOUT ENDWALLS, LH AND LC2 SHALL BE MEASURED FROM
THE OUTSIDE OF THE NEAREST WALL OF TIRE CULVERT BARREL
S. FOR MULITIPLE BARREL CULVERT CROSSINGS Let SHALL BE MEASURED FROM THE
CENTERUNES OF THE OUTBOARD CULVERT BARRELS
S. WHEN NECESSARY. AS DETERMINED BY THE CITY ENGINEER. ADDITIONAL MEASURES
MAY BE REQUIRED.
7. INSTALLATION OF SAFETY RAIL IS REWIRED ON BOTH SIDES OF STREET IF SIDEWALK 6
REWIRED ON BOTH SIDES.
S INSTALLATION OF OF SAFETY RAIL IS REQUIRED ON BO SIDES OF STREET IF NO SIDEWALK IS REQUIRED
EXCEPT WHEN A 15 -FOOT PEDESTRIAN CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A
MAXIMUM OF 6:1 SLOPE
9. INSTALLATION OF SAFETY RAIL IS REQUIRED ON THE SIDEWALK SIDE OF STREET IF SIDEWALK
IS ONLY REWIRED ON ONE SIDE OF STREET. INSTALL EITHER SAFIEY PAL OR 15 -FT CLEAR ZONE ON
SIDE WITHOUT SIDEWALK.
10. DESIGN ADT IS CALCULATED ASSUMING A TRIP GENERATION OF 10 DAILY TRIPS PER
SINGLE FAMILY DWEWNG UNIT.
TABLE 1.
CLEAR ZONE DISTANCES
LOCAL, COLLECTOR, AND COMMERCIAL STREETS
DESIGN ACT
CLEAR ZONE FROM EDGE OF PAVEMENT
TANGENT SECTION
CURVE (WITHIN 125' OF CULVERT
UNDER 750
10'
15'
750 - 1500
12'
18'
1501 - SM
14'
21'
OVER 6000
18'
24'
SEE STD. NO. 10.36A FOR PLAN AND CROSS SECTONAL SCHEMATICS.
A
Filter f0
CIO" 1 or B
Erosion Control
Stone \
SECTION A -A
Stone should be placed over the channel banks to keep water
from cutting around the dam.
CULVERT CROSSINGS ON RESIDENTIAL
AND COMMERCIAL STREETS
09
1WJ RPFB B' -B" SSA ]8 T6 6 Blrtb
TB .." . 6 WI1W
9FE $m. B W8.I6 NR aEXYYL X81E8.
1
KEY /ANCHOR MATERIAL AT
„O„ W
OTO
P °' -P" TY Yi T9 t6 6 BOTIYI
PLPFe 18' 0° V
B-
C99
�•--- 12- MIN.
Oro
y
N. Z
9y00
m= yD
x
00yyOy
x.NDym
2W00
9' -13e TIeFE PIPE4 18' -0
1196° I 6BPA.611°
BNIB IN
T6 aF F°RSNa
9 -r
Y x0s
x"
�"
TELL FIA
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PypM
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LLJ6 Y
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GENERAL
m
36' MIN. SPACING TYP.+
T{
Fs I VIII
6 X.
%LLW
x'-2SW OO
2, -,QNT
CONTRACTOR TO
I ENSURE SILT DOE
NOT ENTER CREEK
VIP1'.1" B-"1 ey
BWIfOYHEe I
i n
'�
r
%�LLOaJ
009rT
•9 .x {.. 'e
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LOW SIDE OF LOT
^L
DIRECT CONTACT WITH THE SOIL
CCCZONJ/
ly
Ayy
D
°T m �fi.
.N
f
smucnW
ENTRANCE AT
DRIVEWAY
2056
•DIMENSIONS SHOWN ARE
8.X
TWEE
Y8
a
=7
T4
Y.O
Ww
<O
N
'r° IgB��TE�FF a -Xt O
]Y"
°
]
REQUIREMENT THAT MUTT BE
2
P]RB T
° u6A. B lt" nx° flWB
a- NA mna 6 F9wxw
_
B •M B• T6 6 B"
MET.
- Bn
-
OVERLAP
O
M""'
2
T 1 %PET TI
/ / /�,,[/,/.yyy� /� ]N• -6 TPA. 611^ °X° BNB
a -N Ix Bona 6 Fwrlle
T668°
V
L
GEGTION
M
WO
O
GRASS. MAT/BLANKETS SHALL
^E,
z'n1e11°
2' -rte^
a, °
SECTION - M
4.
THE DETAIL SHOWN IS FOR SLOPE
>:3:i.;.ti,.''•( +•.F'" -''
Y.]g P ANA
SECTION BB
MATING. FOR CHANNEL OR PIPE
PLAN
SECTION - N
PLEASE REFER TU NCESCPOM
•WWATER TABLE
STANDARD A6.17 AND
MANUFACTURER'S GUIDELNES.
OT
1]' -B' tlx Plrte
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TYPICAL PUMP AROUND SETUP
PLAN VIEW
COFFER DAM DETAIL
PP RAP PAD 40x
YIN. THICKNESS B" AT WE DF9IWFR'S DISCRETION, ALTERNATE DEWATERNG
SIRUCTUPES MY WE USED AL. SEDIMENT TAYA FILTER BOK
SIPAW BALE /BIT FIIREE IS HOWEVER, �CIAaEA' OF WE
DEWATFRNG SIRUCNRE USED. ALL MUST EE SMD AND
OPEMiE TO ALLOW Al PUMPED WATER MO BE FWTF S 10
PREVENT SEDMDHIS f1R011 ERIXWK AND YDNNG OFF S1E
TEMPORARY DEWATERING STRUCTURE
(SPECIAL STILLING BASIN)
PROFILE VIEW
EAR1H FILL TWA
EIEVATNN To BE
OEIERAINFD BY FNYNtF'R'R
Ar TN£ a INSrAUAnmL
v m
IY
AIFNT
USE COFFERDAM DETAIL FOR SPECIFIC
LONSTRICTIDN REQUIREMENTS OF
TEMPORARY COFFERDAM GNPERVIIMS DIKU
TEMPORARY COFFER DAM
PROFILE VIEW
APHROPMAIE SDI
RP RAP PAD
YIN. WIOtNFSS C
Stone Check dam
x.
ror
y1F LT 1pOpL2��p��L��Y��EOI YWYY NfA
M Y"6 wIYXMIm°Ons ILMII N
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Ia
TEMPORARY SPLASH PAD DETAIL
PLAN VIEW
t9
,..
N SSAY6.
NL A m FMYEi VE
xL NNam ae1E
uO°rNe'°en1e�
um.uL
EROSION CONTROL NOTES:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND - DISTURBING
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING
SCHEDULE:
O. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES GREATER
THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 7
CALENDAR DAYS FROM THE LAST LAND - DISTURBING ACTIVITY.
b. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT WITHIN 14
CALENDAR DAYS FROM THE LAST LAND- DISTURBING ACTIVITY.
2. SEEDING OF AREAS GRADED SHALL BE IN ACCORDANCE WITH NORTH CAROLINA EROSION AND
SEDIMENT CONTROL DESIGN MANUAL.
3. REPRESENTATIVES OF THE NC DENR OR THE TOWN OF STAWNGS ENGINEERING DEPARTMENT
MAY REVIEW AND EVALUATE THE METHODS USED AND THE OVERALL EFFECTIVENESS OF THE
EROSION CONTROL PROGRAM. THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE
AMENDED BY THE APPROVING AUTHORITY IF AN ON SITE INSPECTION INDICATED THAT THE
APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN CONTROLLING EROSION AND
SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES THE APPROVED PLAN CANNOT
BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY NORTH CAROLINA ONE CALL CENTER (811) OR
1 -800- 632 -4949 BEFORE BEGINNING ANY EXCAVATION OR UTILITY WORK. CONTACT UNION
COUNTY FOR LOCATING EXISTING WATER AND SEWER LINES.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO THAT SEDIMENT
CARRYING RUNOFF FROM THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT -OF -WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR
SILT CARRIED FROM THE SITE BY VEHICULAR TRAFFIC OR RUNOFF.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION
ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE
TRENCH TO ALLOW MATERIAL TO ERODE INTO THE TRENCH. CONSTRUCTION MAINTENANCE AND
REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF GRADING
CONTRACTOR UNLESS OTHERWISE NOTED.
10. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS IN VIOLATION OF THE
CITY /COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
VIOLATION OF THE DENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
13. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE TOWN OF STAWNGS OR NC DENR ENGINEERING DEPARTMENT..
14. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
ADEQUATE TERRACING.
15. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT
WAS NOT PREVIOUSLY APPROVED.
16. TEMPORARY DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY MUST
BE PRESENTED AT PRE - CONSTRUCTION MEETING.
17. THE APPROXIMATE AREA OF THE LIMITS OF CLEARING, GRADING, AND CONSTRUCTION IS 17.45
ACRES.
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
NON -WOVEN GEOTEXILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY /ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
SEEDING SCH
Shoulders, Side Ditches. Slopes (Max 3:1)
am TIM 17ANm im
AND is - New I T40 Aeealee a2B So/am
NW 1 -101 Ta Bear 300 bE(kaN
AMmt Re W NW/e"
Mer 1 -. Apr is TW /`ells no NW/wam
Apr 16 - Am 30 Ndw Om1mm MawXFaesTea 26 be/ON
Jul i -AN is TW ►Dale eta 190 Maas
.MGra,d,p eavt as 6VIme
OWN M*mw -*A m '111' 30 00/a
Slopes (3:1 to 2:1)
Merl -401 sakes LUISNIM (emsMQ 10 IW/MM
OIr 1 - Apr 114 AM Fes Feeaa 100 DNyaN
GJr 1 - An 30) Or AM To - - LuEepme 10 Niq/am
QAr i - Jm 30 Or Add eared Oemmm BW"Nk a 96 10/aaN
Am 1 - M 1 onm Hear WW 120 6%Am
Sweeny iq MNet a No/am
auras slaaryerd�n -omlm '111, 30 In/ave
sp 1 Mr 1 ad 111111D Feerr 1220 W/�
Qkw 1 - Mer 1) AAA AMmA The 25 !A/awN
ONmK aaallWlm IS 10 r Sd Oxwerwdkw aerdoe 1s
M
di@§ adarWANN aaNXae. War aMaWM fr WWASm Of
dWAded OUL TM dM VIP Wm LNM M USING Wlarb dew EWr
Ind oondit l aswr emOV mle eaNkaam as pamLk.
Owbmpway - wmmd aeerdYp to WII aemm far daaM pemLaMi
w0rlaIS Do mt aim a pa ap cover 7o Tae ever 12' k height erka
erMlS. GOWTAM fmar my, he elWee SILL
SEEDBED PREPARATION
1.) CHISEL COMPAC7E111 AREAS AND SPREAD TOPSOIL 3 NOES
DEEP OVER AWMISE SOL OMMONS, F ATAMML
2.) RP THE ENTIRE AREA TO 6 MOM OWK
3.) REMOVE ALL LOBE ROCK. R00784 AND OMM OBSIRIICIIOIIS
LEJWMID SURFACE RFJISOMMY SM007H MD IMMFOMd.
4.) APPLY AGRNXLTUIRAL UW. AND 9UPEAPN08PtM1E
UNFONMY AND MIX Wlill SOLFlL
5.) CONTINUE 7LlAGE UNTIL, A WELL- PLMM3111 ED, FIRM
REASONABLY LNNFORN SEEDBED IS PREPARED 4 TO OD OM DEER.
6•) SEED ON A FIMLY PREPARED SEEDBED AND COVER
SEED LO MY WITH SEIMING EiQUIPAENT OR CULTPACK AFTER SU Ma
7.) WACH NWVA7ELY AFTER SEEDIN MWANCHOR MI OL
L) W94 LT ALL SO= AREAS AND MAKE NECESSARYREPARS OR
RESEmM10S WINK 74 PLANING SEASON, F POSSISLE.F
Sr" SHOULD RE OYES MOM DAMAGED, REESTABOJSHFOLtGMMNi
ORIGINAL I.W. FER11UM AND SIMI G RA7EL
9.) CONSULT OONVERSATON INSPECTOR ON MAMt1OGM_CETREA7MENT
AiD EE nLMIGION AF7F.R PERMANENT ONO G EffMOUSIM
N APPLY. AORIOIL7URN. LMESMM - 2 IONS/ ACRES (3 IONS/
ACRE IN CLAY SOLE)
FERTLM - 1.000 be. / ACE -10 -10-10
SUPERPHOSPHATE- 500 WD. / AM -20M ANALYSIS
MUM 2 7ONS / ACRE - SMALL GRAIN S7Rt6M
AN07FER - ASPH&T BOA" O 300 GARS./ ACRE
GENERAL CONSTRUCTION SEQUENCE
1. ObtaN land dkbMft Pa..11t
2. bataM Gravel 000nblrodon �rllraloe(e), diversion dl6olae, an
farloee, eedNlerlt bash and/or ether meld ave as alawn on Ale
approved plan and aq speotd earl No noted In 'Etter of App le ral.'
3. Cd 704 - 963 -IM for oneb I It 111, by the �l and
erA 1, OOldra' of ee,
4. � alaarbgB griAMM and Grading. MaNtatl rrwaaares as
5. Inaw tM abanwaft OOMa0G0r1 eyebm cad III al , k"
wMh an fenaR brawl 610ere, ee Lment _rape or athr
p
approved me0eaee 08 elawn On Bar lea.
S. Graded dwas and fw as to be planted or prwlded wM
prate An dewver suf6drd to III, ero '. ~ 30
Lea ldrq days after the aoTrlpi IN,n of mW phone of gra�g
AM arson uapn efiidl no f Eller land dNwbkq ootN6pr wig
Dove wiULil 30 worMnG dqa or paMdad eAtlf III al SIR,
7. A@ l anetra n I� pepngnre 1111011W I, qmm
Sners, gravel
S. When conebuctlan
offn I III UYneN uy tlEet�iMendaandrlaardyatl�ortae and
L�arodon
ad for I N 9 MA teUan�ae Eq�i d an�OaMd}ee�0.6TPEaat, or NP rap
y in p at i IE 1MMe�appratma, 5le
Para tr�artoe bond,
EROSION CONTROL
EROSION CONTROL
EROSION CONTROL
KEY /ANCHOR MATERIAL AT
MEASURES
MEASURES
TYPE
TOP OF SLOPE.
C99
�•--- 12- MIN.
(LOTS GRADING BACK TO FRONT)
(LOTS ALONG CREIX OR BMWs)
SPACING TYP.4
CONTRACTORS
ADD QUIRED TO
CONTRACTORS
ENSUE GOES
i
ADD MEASURES TO
ENSURE SILT DOES S
NOT LEAVE STE.
I I
ELT
NOT STE.
I I
NOT LEAVE SIM
I
GENERAL
NOTES:
36' MIN. SPACING TYP.+
Fs I VIII
SILT FENCE
GRAVEL L OUTUET
D-
(SEE SHEET D -4)
I (�
-El
CONTRACTOR TO
I ENSURE SILT DOE
NOT ENTER CREEK
1.
LAY BLANKET LOOSELY AND
r
`
I
STAKE OR STAPLE TO MAI
SILT FENE L
DEC
LOW SI OF LOT (n
I SILT FENCE L -
LOW SIDE OF LOT
I SILT FENCE ON
LOW SIDE OF LOT
DIRECT CONTACT WITH THE SOIL
SILT FENCE
GRAVEL OUTLET
(SEE SHEET D -4
/
sRUCnW
ENTPANCE AT
DRIVEWAY _
DO NOT STRETCH.
smucnW
ENTRANCE AT
DRIVEWAY
2.
•DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCT MAY HAVE ADDITIONAL
REQUIREMENT THAT MUTT BE
MET.
OVERLAP
3.
SLOPE SURFACE SHALL BE FREE
IN SLICE
OF ROCKS, SOIL CLODS, STICKS.
•.. •- .nL' ", <
.� ;4 "•'; ::_:: <, Ai.
GRASS. MAT/BLANKETS SHALL
^E,
HAVE GOOD SOIL CONTACT.
4.
THE DETAIL SHOWN IS FOR SLOPE
>:3:i.;.ti,.''•( +•.F'" -''
MATING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS.
• - -
PLEASE REFER TU NCESCPOM
•WWATER TABLE
STANDARD A6.17 AND
MANUFACTURER'S GUIDELNES.
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
NON -WOVEN GEOTEXILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY /ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
SEEDING SCH
Shoulders, Side Ditches. Slopes (Max 3:1)
am TIM 17ANm im
AND is - New I T40 Aeealee a2B So/am
NW 1 -101 Ta Bear 300 bE(kaN
AMmt Re W NW/e"
Mer 1 -. Apr is TW /`ells no NW/wam
Apr 16 - Am 30 Ndw Om1mm MawXFaesTea 26 be/ON
Jul i -AN is TW ►Dale eta 190 Maas
.MGra,d,p eavt as 6VIme
OWN M*mw -*A m '111' 30 00/a
Slopes (3:1 to 2:1)
Merl -401 sakes LUISNIM (emsMQ 10 IW/MM
OIr 1 - Apr 114 AM Fes Feeaa 100 DNyaN
GJr 1 - An 30) Or AM To - - LuEepme 10 Niq/am
QAr i - Jm 30 Or Add eared Oemmm BW"Nk a 96 10/aaN
Am 1 - M 1 onm Hear WW 120 6%Am
Sweeny iq MNet a No/am
auras slaaryerd�n -omlm '111, 30 In/ave
sp 1 Mr 1 ad 111111D Feerr 1220 W/�
Qkw 1 - Mer 1) AAA AMmA The 25 !A/awN
ONmK aaallWlm IS 10 r Sd Oxwerwdkw aerdoe 1s
M
di@§ adarWANN aaNXae. War aMaWM fr WWASm Of
dWAded OUL TM dM VIP Wm LNM M USING Wlarb dew EWr
Ind oondit l aswr emOV mle eaNkaam as pamLk.
Owbmpway - wmmd aeerdYp to WII aemm far daaM pemLaMi
w0rlaIS Do mt aim a pa ap cover 7o Tae ever 12' k height erka
erMlS. GOWTAM fmar my, he elWee SILL
SEEDBED PREPARATION
1.) CHISEL COMPAC7E111 AREAS AND SPREAD TOPSOIL 3 NOES
DEEP OVER AWMISE SOL OMMONS, F ATAMML
2.) RP THE ENTIRE AREA TO 6 MOM OWK
3.) REMOVE ALL LOBE ROCK. R00784 AND OMM OBSIRIICIIOIIS
LEJWMID SURFACE RFJISOMMY SM007H MD IMMFOMd.
4.) APPLY AGRNXLTUIRAL UW. AND 9UPEAPN08PtM1E
UNFONMY AND MIX Wlill SOLFlL
5.) CONTINUE 7LlAGE UNTIL, A WELL- PLMM3111 ED, FIRM
REASONABLY LNNFORN SEEDBED IS PREPARED 4 TO OD OM DEER.
6•) SEED ON A FIMLY PREPARED SEEDBED AND COVER
SEED LO MY WITH SEIMING EiQUIPAENT OR CULTPACK AFTER SU Ma
7.) WACH NWVA7ELY AFTER SEEDIN MWANCHOR MI OL
L) W94 LT ALL SO= AREAS AND MAKE NECESSARYREPARS OR
RESEmM10S WINK 74 PLANING SEASON, F POSSISLE.F
Sr" SHOULD RE OYES MOM DAMAGED, REESTABOJSHFOLtGMMNi
ORIGINAL I.W. FER11UM AND SIMI G RA7EL
9.) CONSULT OONVERSATON INSPECTOR ON MAMt1OGM_CETREA7MENT
AiD EE nLMIGION AF7F.R PERMANENT ONO G EffMOUSIM
N APPLY. AORIOIL7URN. LMESMM - 2 IONS/ ACRES (3 IONS/
ACRE IN CLAY SOLE)
FERTLM - 1.000 be. / ACE -10 -10-10
SUPERPHOSPHATE- 500 WD. / AM -20M ANALYSIS
MUM 2 7ONS / ACRE - SMALL GRAIN S7Rt6M
AN07FER - ASPH&T BOA" O 300 GARS./ ACRE
GENERAL CONSTRUCTION SEQUENCE
1. ObtaN land dkbMft Pa..11t
2. bataM Gravel 000nblrodon �rllraloe(e), diversion dl6olae, an
farloee, eedNlerlt bash and/or ether meld ave as alawn on Ale
approved plan and aq speotd earl No noted In 'Etter of App le ral.'
3. Cd 704 - 963 -IM for oneb I It 111, by the �l and
erA 1, OOldra' of ee,
4. � alaarbgB griAMM and Grading. MaNtatl rrwaaares as
5. Inaw tM abanwaft OOMa0G0r1 eyebm cad III al , k"
wMh an fenaR brawl 610ere, ee Lment _rape or athr
p
approved me0eaee 08 elawn On Bar lea.
S. Graded dwas and fw as to be planted or prwlded wM
prate An dewver suf6drd to III, ero '. ~ 30
Lea ldrq days after the aoTrlpi IN,n of mW phone of gra�g
AM arson uapn efiidl no f Eller land dNwbkq ootN6pr wig
Dove wiULil 30 worMnG dqa or paMdad eAtlf III al SIR,
7. A@ l anetra n I� pepngnre 1111011W I, qmm
Sners, gravel
S. When conebuctlan
offn I III UYneN uy tlEet�iMendaandrlaardyatl�ortae and
L�arodon
ad for I N 9 MA teUan�ae Eq�i d an�OaMd}ee�0.6TPEaat, or NP rap
y in p at i IE 1MMe�appratma, 5le
Para tr�artoe bond,
EROSION CONTROL
EROSION CONTROL
EROSION CONTROL
MEASURES
MEASURES
MEASURES
TYPE
C99
(LOTS GRADING FRONT TO BACK)
(LOTS GRADING BACK TO FRONT)
(LOTS ALONG CREIX OR BMWs)
CONTRACTORS
ADD QUIRED TO
CONTRACTORS
ENSUE GOES
i
ADD MEASURES TO
ENSURE SILT DOES S
NOT LEAVE STE.
I I
ELT
NOT STE.
I I
NOT LEAVE SIM
I
8' MINIMUM SILT
FENCE RETURN
I
SILT FENCE
GRAVEL OUTLET
IN LOW POINTS
(SEE SHEET D -4
jJ II
Fs I VIII
SILT FENCE
GRAVEL L OUTUET
D-
(SEE SHEET D -4)
I (�
-El
CONTRACTOR TO
I ENSURE SILT DOE
NOT ENTER CREEK
I
I
I OR WETLANDS �
I
I
I
SILT FENE L
DEC
LOW SI OF LOT (n
I SILT FENCE L -
LOW SIDE OF LOT
I SILT FENCE ON
LOW SIDE OF LOT
B' MINIMUM SILT
tT9lCE RETURN
SILT FENCE
GRAVEL OUTLET
(SEE SHEET D -4
8• MINIMUM SILT
PENCE RETURN
sRUCnW
ENTPANCE AT
DRIVEWAY _
aNSmucnaN
ENTRANCE AT
DRIVEWAY 1111111
smucnW
ENTRANCE AT
DRIVEWAY
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT No. MRH -13040
FO,ENA"T": MRH- 13040 -DT
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: N/A
DATE: 07 -25 -2014
SHEET NO.
D -6
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SPILL PREVENTION CONTROL AND CLEANUP:
1. IF A SPILL OCCURS, DEMOBILIZE AT AS SOON AS POSSIBLE.
2. IF THERE IS A CHANCE THAT THE SPILL COULD ENTER A STORM DRAIN OR SEWER, PLUG INLET AND TURN OFF OR
DIVERT ANY INCOMING WATER.
3. COVER THE SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST. DO NOT USE STRAW. DISPOSE
OF THE USED ABSORBENT PER MANUFACTURER'S INSTRUCTIONS. IF THE SPILL IS FLAMMABLE, DISPOSE OF AS DIRECTED
BY THE LOCAL FIRE MARSHAL..
4. KEEP THE AREA WELL VENILATED.
5. MINOR SPILLS - MINOR SPILLS TYPICALLY INVOLVE SMALL QUANTITIES OF OIL, GASOLINE, PAINT, ETC., WHICH CAN
BE CONTROLLED BY THE FIRST RESPONDER. AT THE DISCOVERY OF THE SPILL. USE ABSORBENT MATERIALS ON SMALL
SPILLS RATHER THAN HOSING OR BURNING THE SPILL.
6. SEMI - SIGNIFICANT SPILLS - SEMI - SIGNIFICANT SPILLS CAN STILL BE CONTROLLED BY THE FIRST RESPONDER ALONG
NTH AID OF OTHER PERSONAL SUCH AS LABORERS AND THE FOREMAN. THIS RESPONSE MAY REQUIRE THE CESSATION
OF ALL OTHER ACTIVITIES.
7. SIGNIFICANT/HAZARDOUS SPILLS - FOR SIGNIFICANT OR HAZARDOUS SPILLS THAT CANNOT BE CONTROLLED BY
PERSONNEL IN THE IMMEDIATE VINCIITY, THE SERVICES OF A SPILLS CONTRACTORS OR A HAZ -MAT TEAM SHOULD BE
OBTAINED IMMEDIATELY, CONSTRUCTION PERSONNEL SHOULD NOT ATTEMPT TO CLEAN UP THE SPILL UNTIL APPROPRIATE
AND QUALIFIED STAFF AS ARRIVED AT THE JOB SITE.
8. SPILLS SHOULD NOT BE BURIED OR WASHED WITH WATER.
9. USED CLEAN UP MATERIAL, CONTAMINATED MATERIALS, AND RECOVERED SPILL MATERIAL THAT ARE NO LONGER
SUITABLE FOR THE INTENDED PURPOSE SHOULD BE STORED AND DISPOSED OF PROPERLY.
10. WATER USED FOR CLEANING AND DECONTAMINATION SHOULD NOT BE ALLOWED TO ENTER STORM DRAINS OR
WATERCOURSES AND SHOULD BE COLLECTED AND DISPOSED OF AS DESCRIBED IN LIQUID WASTE MANAGEMENT.
11. PROPER STORAGE, CLEANUP AND SPILL REPORTING INSTRUCTIONS FOR HAZARDOUS MATERIALS STORED OR USED ON
THE PROJECT SITE SHOULD BE POSTED AT ALL TIMES IN AN OPEN, CONSPICUOUS AND ACCESSIBLE LOCATION.
12. WASTE STORAGE AREAS SHOULD BE KEPT CLEAN, WELL ORGANIZED AND EQUIPPED WITH AMPLE CLEANUP SUPPLIES
AS APPROPRIATE FOR THE MATERIALS BEING STORED. PERIMETER CONTROLS, CONTAINMENT STRUCTURES, COVERS AND
LINERS SHOULD BE REPAIRED OR REPLACED AS NEEDED TO MAINTAIN PROPER FUNCTION.
13. CALL SPILL PREVENTION/HAZARDOUS SPILL CONTACT AT 1- 888 -481 -0125.
CONCRETE WASTE MANAGEMENT:
1. PCC AND AS WASTE SHOULD NOT BE ALLOWED TO ENTER STORM DRAINS OR WATERCOURSES.
2. PCC AND AC SLURRY OR HARDENED WASTES SHOULD BE COLLECTED AND PROPERLY DISPOSED OF OUTSIDE THE
HIGHWAY RIGHT -OF -WAY IN CONFORMANCE WITH STANDARD SPECIFICATIONS OR PLACED IN A TEMPORARY CONCRETE
WASHOUT FACILITY.
3. INSTALL A SIGN ADJACENT TO EACH TEMPORARY CONCRETE WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT
OPERATORS TO UTILIZE THE PROPER FACILITIES.
4. A FOREMAN AND /OR CONSTRUCTION SUPERVISOR SHOULD MONITOR ONSITE CONCRETE WORKING TASKS, SUCH AS
SAW CUTTING, CORING, AND GROOVING TO ENSURE PROPER METHODS ARE IMPLEMENTED.
5. DO NOT ALLOW SAW -CUT PCC SLURRY TO ENTER STORM DRAINS OR WATERCOURSES. RESIDUE FROM GRINDING
OPERATIONS SHOULD BE PICKED UP BY MEANS OF A VACUUM ATTACHMENT TO THE GRINDING MACHINE. SAW CUTTING
RESIDUE SHOULD NOT BE ALLOWED TO FLOW ACROSS THE PAVEMENT, AND SHOULD NOT BE LEFT ON THE SURFACE OF
THE PAVEMENT.
6. VACUUM SLURRY RESIDUE AND DISPOSE IN A TEMPORARY FACILITY AND ALLOW SLURRY TO DRY. DISPOSE OF DRY
SLURRY RESIDUE IN ACCORDANCE WITH SOLID WASTE MANAGEMENT.
7. COLLECT AND DISPOSE OF RESIDUE FROM GROOVING AND GRINDING OPERATIONS IN ACCORDANCE WITH SOLID WASTE
MANAGEMENT.
8. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN
INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES, UNLESS DETERMINED INFEASIBLE BY THE ENGINEER OR CRM.
EACH FACILITY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE
OR TRACKING.
9. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT THE
OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED AND MAINTAINED
IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
OPERATIONS.
10. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR BERMED AREAS OF SUFFICIENT VOLUME TO
COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES.
11. PERFORM WASHOUT OF CONCRETE MIXER TRUCKS IN DESIGNATED AREAS ONLY. WASHOUT MAY BE COLLECTED IN
AN IMPERMEABLE BAG FOR DISPOSAL. SEE ALSO CONCRETE TRUCK WASHOUT.
12. ONCE CONCRETE WASTE ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE
SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF PER SOLID WASTE MANAGEMENT..
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO: MRH -13040
F11E"A" : MRH- 13040 -DT
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: N/A
DATE: 07 -25 -2014
SHEET NO.
D -7
1111 MCADAMS
. _ ❑
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SPILL PREVENTION CONTROL AND CLEANUP:
1. IF A SPILL OCCURS, DEMOBILIZE AT AS SOON AS POSSIBLE.
2. IF THERE IS A CHANCE THAT THE SPILL COULD ENTER A STORM DRAIN OR SEWER, PLUG INLET AND TURN OFF OR
DIVERT ANY INCOMING WATER.
3. COVER THE SPILL WITH ABSORBENT MATERIAL SUCH AS KITTY LITTER OR SAWDUST. DO NOT USE STRAW. DISPOSE
OF THE USED ABSORBENT PER MANUFACTURER'S INSTRUCTIONS. IF THE SPILL IS FLAMMABLE, DISPOSE OF AS DIRECTED
BY THE LOCAL FIRE MARSHAL..
4. KEEP THE AREA WELL VENILATED.
5. MINOR SPILLS - MINOR SPILLS TYPICALLY INVOLVE SMALL QUANTITIES OF OIL, GASOLINE, PAINT, ETC., WHICH CAN
BE CONTROLLED BY THE FIRST RESPONDER. AT THE DISCOVERY OF THE SPILL. USE ABSORBENT MATERIALS ON SMALL
SPILLS RATHER THAN HOSING OR BURNING THE SPILL.
6. SEMI - SIGNIFICANT SPILLS - SEMI - SIGNIFICANT SPILLS CAN STILL BE CONTROLLED BY THE FIRST RESPONDER ALONG
NTH AID OF OTHER PERSONAL SUCH AS LABORERS AND THE FOREMAN. THIS RESPONSE MAY REQUIRE THE CESSATION
OF ALL OTHER ACTIVITIES.
7. SIGNIFICANT/HAZARDOUS SPILLS - FOR SIGNIFICANT OR HAZARDOUS SPILLS THAT CANNOT BE CONTROLLED BY
PERSONNEL IN THE IMMEDIATE VINCIITY, THE SERVICES OF A SPILLS CONTRACTORS OR A HAZ -MAT TEAM SHOULD BE
OBTAINED IMMEDIATELY, CONSTRUCTION PERSONNEL SHOULD NOT ATTEMPT TO CLEAN UP THE SPILL UNTIL APPROPRIATE
AND QUALIFIED STAFF AS ARRIVED AT THE JOB SITE.
8. SPILLS SHOULD NOT BE BURIED OR WASHED WITH WATER.
9. USED CLEAN UP MATERIAL, CONTAMINATED MATERIALS, AND RECOVERED SPILL MATERIAL THAT ARE NO LONGER
SUITABLE FOR THE INTENDED PURPOSE SHOULD BE STORED AND DISPOSED OF PROPERLY.
10. WATER USED FOR CLEANING AND DECONTAMINATION SHOULD NOT BE ALLOWED TO ENTER STORM DRAINS OR
WATERCOURSES AND SHOULD BE COLLECTED AND DISPOSED OF AS DESCRIBED IN LIQUID WASTE MANAGEMENT.
11. PROPER STORAGE, CLEANUP AND SPILL REPORTING INSTRUCTIONS FOR HAZARDOUS MATERIALS STORED OR USED ON
THE PROJECT SITE SHOULD BE POSTED AT ALL TIMES IN AN OPEN, CONSPICUOUS AND ACCESSIBLE LOCATION.
12. WASTE STORAGE AREAS SHOULD BE KEPT CLEAN, WELL ORGANIZED AND EQUIPPED WITH AMPLE CLEANUP SUPPLIES
AS APPROPRIATE FOR THE MATERIALS BEING STORED. PERIMETER CONTROLS, CONTAINMENT STRUCTURES, COVERS AND
LINERS SHOULD BE REPAIRED OR REPLACED AS NEEDED TO MAINTAIN PROPER FUNCTION.
13. CALL SPILL PREVENTION/HAZARDOUS SPILL CONTACT AT 1- 888 -481 -0125.
CONCRETE WASTE MANAGEMENT:
1. PCC AND AS WASTE SHOULD NOT BE ALLOWED TO ENTER STORM DRAINS OR WATERCOURSES.
2. PCC AND AC SLURRY OR HARDENED WASTES SHOULD BE COLLECTED AND PROPERLY DISPOSED OF OUTSIDE THE
HIGHWAY RIGHT -OF -WAY IN CONFORMANCE WITH STANDARD SPECIFICATIONS OR PLACED IN A TEMPORARY CONCRETE
WASHOUT FACILITY.
3. INSTALL A SIGN ADJACENT TO EACH TEMPORARY CONCRETE WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT
OPERATORS TO UTILIZE THE PROPER FACILITIES.
4. A FOREMAN AND /OR CONSTRUCTION SUPERVISOR SHOULD MONITOR ONSITE CONCRETE WORKING TASKS, SUCH AS
SAW CUTTING, CORING, AND GROOVING TO ENSURE PROPER METHODS ARE IMPLEMENTED.
5. DO NOT ALLOW SAW -CUT PCC SLURRY TO ENTER STORM DRAINS OR WATERCOURSES. RESIDUE FROM GRINDING
OPERATIONS SHOULD BE PICKED UP BY MEANS OF A VACUUM ATTACHMENT TO THE GRINDING MACHINE. SAW CUTTING
RESIDUE SHOULD NOT BE ALLOWED TO FLOW ACROSS THE PAVEMENT, AND SHOULD NOT BE LEFT ON THE SURFACE OF
THE PAVEMENT.
6. VACUUM SLURRY RESIDUE AND DISPOSE IN A TEMPORARY FACILITY AND ALLOW SLURRY TO DRY. DISPOSE OF DRY
SLURRY RESIDUE IN ACCORDANCE WITH SOLID WASTE MANAGEMENT.
7. COLLECT AND DISPOSE OF RESIDUE FROM GROOVING AND GRINDING OPERATIONS IN ACCORDANCE WITH SOLID WASTE
MANAGEMENT.
8. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAIN
INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES, UNLESS DETERMINED INFEASIBLE BY THE ENGINEER OR CRM.
EACH FACILITY SHOULD BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE
OR TRACKING.
9. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT THE
OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED AND MAINTAINED
IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
OPERATIONS.
10. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT OR BERMED AREAS OF SUFFICIENT VOLUME TO
COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING WASHOUT PROCEDURES.
11. PERFORM WASHOUT OF CONCRETE MIXER TRUCKS IN DESIGNATED AREAS ONLY. WASHOUT MAY BE COLLECTED IN
AN IMPERMEABLE BAG FOR DISPOSAL. SEE ALSO CONCRETE TRUCK WASHOUT.
12. ONCE CONCRETE WASTE ARE WASHED INTO THE DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE
SHOULD BE BROKEN UP, REMOVED, AND DISPOSED OF PER SOLID WASTE MANAGEMENT..
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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PROJECT NO: MRH -13040
F11E"A" : MRH- 13040 -DT
CHECKED BY: RMR
DRAWN BY: CM /JL /RMR
SCALE: N/A
DATE: 07 -25 -2014
SHEET NO.
D -7
1111 MCADAMS