SW3190804_2712-Pine Forest II_Signed_01.03.2019_8/20/2019

FLAN SHEET INDEX:
COVER
COVER SHEET
SP-1 - SP3
SITE PLAN &SITE PLAN DETAILS
EC-1 - EC-8
EROSION CONTROL PLANS
16
2018
EROSION
EROSION CONTROL DRAINAGE AREAS
ovember
GP-9EC-
GP-4
GRAD NG PAN
i
GP-5 - GP-6
GRADING PLAN DETAILS
BMP-1 - BMP-4
BMP PLAN
SD-1 - SD-3
STORM DRAINAGE PROFILE
RP-1 - RP-6
ROADWAY PLAN AND PROFILES
UP-1 - UP-6
SEWER PLANS AND PROFILES
UP-7
WATER LAYOUT
UP-8 - UP-10
WATER PROFILES
UP-11
WATER AND SEWER DETAILS
PREPARED BY:
VICINITY WAP - N.T.S.
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
'11/16/18 Second Submittal to City of Statesville 1
R. , • �.Associates
Engineering Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
ww.rjoeh rris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CARP`°' ®`�N
ow
° SEAL 1 - oW SEAL z
C-4168 o o 036636 `1 °
zlzb
WC
CK L. 4. `
Project Manager Drawn
I..Balley I. Salley
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
November 1.6, 2018
Asbaajlt Drawn Asbuilt gate
i
- - I
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest ii
Drawing `Title:
Cover Sheet
Project No. Drawing No.
2712
DWG File Name:
2712-Cover

*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH
CAROLINA DATED 3/18/2008.
Project Name: Pine Forest 11
Iredell County, North Carolina
Owner: The Johnson Group, INC.
Murdock Rd =-
123 Walnut Street ` -- AmitIRd.
Statesville, North Carolina 28677
Developer: The Johnson Group, INC. \\
123 Walnut Street
Statesville, North Carolina 28677 VICINITY MAP - N.T.S.
Tax ID: - 4742589712 (JGNC II LLCS)
Deed Book: 2470 Deed Page: 1971
Site Acreage: 29.36 Ac (Total Acreage)
0.58 Ac (Area in NC DOT R/W)
Open Space: Required: 2.93 ± Ac (10.0%)
Provided: 11.68 Ac (39.7%)
WOODLANDSNORTH LLC I Zoning: V R-5MF
WAGNER FRANKLIN+LUCRETIA DB 1664 PG 1516 ` Setbacks/ 1 and G'. • Front - 25 LF
BAUGUESSWILLIAM STEWART MELANIE+ DB 2839, PG 346 PIN#4742683784 AJ v�1 i \.1 e7 Front 9 V
DANIEL+JOLANEA JUSTEN SWEET NACOLEM PIN#4742683876
ZONING: R-8MFPINft Rear - 25 LF
UB2373,PG 2001 DB 2549, PG Ti6 DB 2362, PG 7597 ZONING: R-BMF t •°�
ZONING
R-8MF PIN# ZONING:
R SMF PIN# ZONING
R-3939 +-1 WOODLANDS NORTH LLC I Side 5 LF
ZONING: ft-BMF ZONING: R-311 ZONING: M393 .`jl DBAND PG NORTH
VAROLI KENNETH M PIN# 4742686338 (y
E24JR+ STAG EYA I ZONING: R-BMF • - 1 ® LF (Corner)
DB 2470, PG,760PINO I
ZONING.
42693337 /
' ZONING: R-8MF
II. WOODLANDS NORTH 1G16
OB,64 M • Land Use: Existing - Field
J
23 4NRS ROBERTA4,+M CMELE ZONING: R-8MF 6
ID8242PG2118 WOODLANDS NORTFILLC ' N Proposed - 70 Single Family Residential Lots
PIN# 4742683880 UB 1664 PG 1516 I Min.
ry
MES ERIC J+REBAP 1 ZONING: R-BMF I I PIN#4742683689 L, b 1 I m Min• Lot Width. 50 LF
I FASlEL BRADDEN W+TRACI'L I I I 3 6� 9VVi i
f ZONING: R-8MF i
082337 PG 544 ' PI©#4742693109 STEVVARFINp 47n2G93o2a �ENR CURTP NN 4N42693943NETH 1 _ 1 1a6
. PIN# 47' 2 93321 I DB 2414 PG 2403
ZONING. R-6MF
Min. Lot Size: 6,000 SF
_ I ZONING:R-8MF / j ZONING:R-BMF 'I I ZONING:R-8MF I I II. �-�_ �--- - Lots Proposed: 70 Lots (PhaseII
1 1 /�
S11° 02' 48.66"E ' - N
_ �. M School District: Iredell-Statesville School District
T 308.014' /
S8 00' 52.85"E "-"'-----
8°�00 52. I� 761.896'
Fire District: Statesville Fire
3'.000'
ROCHESTER EDWARDC I7/ I %I 34 ~1\\� �y No �"m \
OB 93E, PG 78'2 �. Road Lengths: Road A - 1,229.58 LF
PIZONNGRAe 35 Heart Pine Lane 1,406.70 LF
3g 37 36 0° ' // BMP #200 j / a
41 40 39 �� ^h g , WIELANDJOCHE I KARL+SABINEA Road V - 477.3® LF
,9 °°�-� ry i O DB 2221, PG,4, 2. Road. D - 643.41 LF
I, '+3 42 m .,,._+�' M1 �, 33 • ° ^�. N PIN#4742770-127
I "' ,� \ 1 % ZONING. RA I 44 ._.___- j/ t
45 _
° 62 A`9 •
_ -- - _ - 32
R°2� - ; --'°' _- u, -- SOIL TYPES:° 0
0
J a p6 ------ .� •�.�� - sandy clay loam, 2 to 6 /o slopes, moderately eroded b 4.5 15.2 /0 - e+99 s / .
�- �., • __-..- ° • ® I • 3
1° 63w7.39"W 4 ieb2 -Cecil
31 n,4.5,a, Cec2 -Cecil sandy clay loam, 6 to 10 % slopes, moderately eroded b 8.2 27.9%
_
_.
65 I I - --b, - I Cgc Cecil -urban land complex, p ° 2 to 10 % slopes b 0.7 2,5%
OHE
y �'' �� - _ _� 64 Cha Chevvacla loam,
53 I 1 } 0 to 2 % slopes, frequently flooded b/d 4.7 16.0%
I I_ Ir ; a + I _ DOR - 1 Hwc Hiwassee fine sandy loam, 6 to 10 % slopes b 2.1 7. 1 %
68' DUKE POWER TRANSMISSION rT 1 1 1
EDMISTONPFIYLLISW . I, --- I' 1 \' Hwd-Hiwassee fine sandy loam, 10 to 15 %Slopes b 4.6 15.6%
DB 25E, PG 493 / 8 / • ' ° _ I a - --_'�- 1
PIN#4742599620 I '- 1 I •1 / / 1
ZONNG: RA t( -- f_ �.--I - I '' - . • r • I 1_ , Pcd2 Pacolet sandy clay loam, 10 to 15 % slopes, moderately eroded b 2.3 7.8%
•, a.E l I ! 30 / \ \ EXISTING STREAM - ° o
a - - - - 66 I I I 22 \ \ Pce2 Pacolet sandy clay loam, 15 to 25 /o slopes, moderately eroded b 2.3 7.9 /o
63 I I I 23
' ------
54 1 1 I
29 21 I 25' STREAM BUFFER n
52 II 62 I 67 ,I �� `r,, �
55 I I I' I ' I 24 !\ �I � J. \ \ 11
t CO � 1
I
h \ \� 51 68 28
I I I , 61
J 56
EPEI ABLE C1EV INC
PI
4479, PG
742S 1749 � .tII 27 J , l f 20
PIN 4G 11-1535 ,'I I 50 I II I
ING: R-BMF � I 6`9 25
60 \
I B9fl Od x I I 1 11 I '
I 57 � h•
I i I 1 �
26 ` \ % 19 ° \
70 MP #100 V
--_ 1 46 I 47 48 49 59
I I ` I i
58
18
PROPERTY
I J- J h o__----_--------� BOUNDARY17
I
�h a C OT�ON FIELP D_R• --- moo._ 1-
43uos
PU13LI r GR/W
0
I -- F-- --1- --'---i -h�- LG�GZ= 5� 1 ; 16
15
14
._ ..__ -• 13 12 \ \
10 11 I I I i PROP. LOCAL STUDY 100-YR FLOOD_HAZARD LINE WITH PROPOSED TOPO
TOLBERT MARY E 1 2 3
DB24oa, FG1900 I I' EX. LOCAL STUDY 100-YR FLOOD HAZARD LINE WITH EXISTING TOPO
PIN#4742593568
ZONING: RA
144.604-
il\ 306.767'
605.781'
N9° R_55.65
N6° 28' 03.24"W
j li pR BEAVER VERATROUT.AAN
N- UB 1025.PG1W
PIN # 4742582253
ZONING: RA !
TOLBERT CARL P+MARY E
STOVER RANDALL W II +NATALIE OR 2287, PG 2246
DB 1177, PG 83 I PIN # 4742580947
PIN#4742593105 ZONING. RA - I
ZONING. RA
� I i
25' REAR YARD 25' REAR YARD
SETBACK(TYP.) SETBACK(TYP.)
0 }
}1 � U
=I
(DI z�Y W
ol¢ I o
Lr, UJ
�I� o � Io
400
25' FRONT YARD 25' FR°NTYARD
SETBACK (TYP.) SETBACK ((TYP.)
RIGHT OF WAY
PUBLIC ROAD
LOT
SETBACKS
N.T.S
120'
Number
Area
Number
Area
1
8068.14 Sq. Ft.
36
7200.00 Sq. Ft.
2
7200.00 Sq. Ft.
37
7200.00 Sq. Ft.
3
7200.00 Sq. Ft.
38
7200.00 Sq. Ft.
4
7200.00 Sq. Ft.
39
7200.00 Sq. Ft.
5
7598.44 Sq. Ft.
40
7200.00 Sq. Ft.
6
7200.00 Sq. Ft.
41
7200.00 Sq. Ft.
7
7200.00 Sq. Ft.
42
7200.00 Sq. Ft.
8
7200.00 Sq. Ft.
43
7200.00 Sq. Ft.
9
7200.00 Sq. Ft.
44
8042.39 Sq. Ft.
10
7200.00 Sq. Ft.
45
8312.84Sq. Ft.
11
7800.00 Sq. Ft.
46
8558.13 Sq. Ft.
12
10083.27 Sq. Ft.
47
8051.71 Sq. Ft.
13
7151.21 Sq. Ft.
48
7613.48 Sq. Ft.
14
6292.00 Sq. Ft.
49
7200.00 Sq. Ft.
15
7027.53 Sq. Ft.
50
12090.44 Sq. Ft.
16
8278.43 Sq. Ft.
51
12316.54 Sq. Ft.
17
7672.62 Sq. Ft.
52
9696.57 Sq. Ft.
18
7473.43 Sq. Ft.
53
6850.57 Sq. Ft.
19
7492.78 Sq. Ft.
54
6481.14 Sq. Ft.
20
7146.32 Sq. Ft.
55
7200.00 Sq. Ft.
21
12784.21 Sq. Ft.
56
7200.00 Sq. Ft.
22
12893.48 Sq. Ft.
57
7200.00 Sq. Ft.
23
13921.27 Sq. Ft.
58
7802.40 Sq. Ft.
24
11577.50 Sq. Ft.
59
7679.16 Sq. Ft.
25
12155.34 Sq. Ft.
60
7200.00 Sq. Ft.
26
7735.82 Sq. Ft.
61
7200.00 Sq. Ft.
27
7200.00 Sq. Ft.
62
7200.00 Sq. Ft.
28
7200.00 Sq. Ft.
63
6601.14 Sq. Ft.
29
7200.00 Sq. Ft.
64
6852.73 Sq. Ft.
30
6840.06 Sq. Ft.
65
6853.73 Sq. Ft.
31
8904.15 Sq. Ft.
66
6598.86 Sq. Ft.
32
8397.54 Sq. Ft.
67
7200.00 Sq. Ft.
33
7994.82 Sq. Ft.
68
7200.00 Sq. Ft.
34
7994.82 Sq. Ft.
69
7200.00 Sq. Ft.
35
9157.69 Sq. Ft.
70
7679.16 Sq. Ft.
DATE ISSUED FOR R"--V
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
R. �
1' rAssociates,
Engineering band Surveying ® Planning
Management
127 Ben Casey Drive, Suite t01, Fort Mill, S.C. 29708 P: [phone]
www.rjo(:harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing and proper permit forms and related fees are transmitted
by the Owner Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAR o a pr 'i
® �Oo �FESS��N /�y�.� aQ�pFESSJ��,�9'.,.
o m SEAL z°o p ow SEAL zo
C-4168 s, ° ocn
036836
&ASS,.```' /,��;,,cK ra►►M�``�
Project Manager Drawn
1. Bailey I. Bailey
Department Manager Chocked
P. Murphy P. Murphy
Print/Plot Date
November 16, 2018
a sbuilt Drawn Asbujlt Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest it
Overall Site Plan
Project No. Drawing No.
2712
DWG File Name:
2712-Site Plan

DATE ISSUED FOR
10/05/18 Initial Submittal to City of Statesville 0
11/16118 Second Submittal to City of Statesville 1
A. Joe Harris & Associates, Inc.
Engineering • Land Surveying Planning
Management
127 Ben Casey Drive, Suite 1.01, Port Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
,,NN- °CAR®"41®® ®v`at+eeaiii1i1,�®®�
�H CARo ®.®
F.SS/0
"warn SEAL Gov® °W SEAL
03
Murphy
client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest !
Cana*,,u111 g i11!,:;
Site Plan
Project No. Drawing No.
2712
DWG File Marne:
2712-Site Plan

CONTRACTION
JOINT
5
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T TYPICAL
SEE PLAANS
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ISOMETRIC VIEW
1/2"
118" 1/4" TOOLED EDGE TOOLED EDGE
11$" RADIUS
1 /4"
1/8" RADIUS
118"
PLACE SEALANT 112" EXPANSION
IN SAW CUT MATERIAL
CONTRACTION JOINTS EXPANSION JOINT EDGE
i
SECTION VIEW
NOTE:
1. INSTALL 1/2" EXPANSION JOINTS
N AT 5 0' O,C. AND WHERE WALKS ABUT OTHER WALKS, OR I
OTHER CONSTRUCTION. SCORE WALK TO A DEPTH OF D/4 AT 5' TO 6' O.C.
2. ALL SIDEWALKS SHALL BE 3000 PSI.
3. CONCRETE SHALL DE BROOM FINISHED WITH 2.5" STRIKING AROUND EDGES TO GIVE A
PICTURE FRAME APPEARANCE.
f1A 4.
v DETA L { I #REVISED
CITY T ILL STREET ST-9 MAY 2010
INDUSTRY-AGRICULTURF
PUBLIC WORKS DEPARTMENT Concrete Sidewalks SCALE: SHEET #
C?O' N.T.S. 1 OF 1
s
\
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OPTIONAL CUL-DE-SAC
��r DETAIL# REVISED
CITY F TAT ILL STREET ST-2 MAY 2010
9
FN0651 RY'•ACMCIAMU
Residential
PUBLIC WORKS DEPARTMENT
SCALE:- SHEET #
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NOTES: fi
I
1. CURB SHALL BE DEPRESSED AT
DESIGNATED AREAS EVEN IF SIDEWALK IS
NOTTHERE 'ISOMETRIC VIEW
2, ALL HANDICAP ACCESS RAMPS SHALL BE
INSTALLED AS PER AD,A. SPECIFICATIONS,
3: O SLOPE ON TH
E HE WHEELCHAIR RAMP
SHALL EXCEED 1"112" (12:1) IN
RELATIONSHIP TO THE GRADE OF THE
STREET, CURB AND GUTTER
BEYOND SEE PLANS _
PAVEMENT SIDEWALK
d
Q.
ti i•:vi:..t Y.i^`i 'b r. e' 1 - • I -r I
III � I IIF
- I I -III -III ,
12:1 MAX SLOPE
CURB
SECTION A -A
I
g l�
} �
DETAIL #
REVISED
CITY OF STATESVILLE
STREET
ST 10
'. FNDIiiTRY+AGRICULTURE
`
�
PUBLIC WORKS DEPARTMENT
°
Accessible Curb -Cut
SCALE:
SHEET#
N.T.S.
1 OF 1
2'--Q' -VALLEY GUTTER,
°
N
44 C •, d mIV
24"
24" CURB & GUTTER SECTION
JOINT SEALER
JOINT SEALER
R 1/8" R'1(&.
4.
4 C
4 d. •9 d
..a 9. •. d d
d v _
°' 9 JOINT FILLER
-
TRANSVERSE EXPANSION JOINT CONTRACTION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 FOOT INTERVALS UNLESS A CURBING MACHINE IS USED, THEN 15 FOOT JOINT SPACING
MAY BE USED. JOINT SPACING MAY BE ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH
JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2 INCH SHALL BE OBTAINED.
3, ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT SEALER.
4, EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
5. ALL CURB AND GUTTER SHALL HAVE A 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS.
6. WHEN NECESSARY AS PER NCDOT OR THE CITY ENGINEER, USE MOUNTABLE CURB AND GUTTER AS PER NCDOT STANDARD #846.01,
QrTr4T s DETAIL # REVISED
CITY T T ILL STREET C�
INDUSTRY AGRICULTURE j
r Curb utterSectionSCALE; SHEET#
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NOTES;
a /
/
\ \mac
/ /
1, CURB SHALL BE DEPRESSED AT DESIGNATED .;�,-,/,,\\,�\\-l\�
AREAS EVEN IF SIDEWALK IS NOT THERE
2. ALL HANDICAP ACCESS RAMPS SHALL BE ISOMETRIC VIEW
INSTALLED AS PER A.D.A. SPECIFICATIONS.
3. NO SLOPE ON THE WHEELCHAIR RAMP SHALL
EXCEED 1"l12" (12:1) IN RELATIONSHIP TO THE
GRADE OF THE STREET:
CURB AND GUTTER
BEYOND SEE PLANS
PAVEMENT SIDEWALK.
a d d a
a.
N-
C 1-
12:1 MAX SLOPE
CURB
SECTION A -A
daL
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ICI
DETAIL # .REVISED
CITY OF ILL ROADWAYS ST-11
fNDTF1TRY•AG CULTURE -
R7
PUBLIC WORKS DEPARTMENT
Accessible Curb -Cut at
SCALE: SHEET
'�{�� •, . Intersection N.T.S. 1 OF 1
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1. ALL CONC
RETE SHALL BE 3000 PS
I,
y £. 4
2. CURB SHALL BE TAPERED T w 4 0 FINISH FLUSHWITH SIDEWALK.
d �� 3, CONCRETE DRIVEWAY APRONS, SIDEWALKS (WHEN
DRIVEWAYS), CROSSINGD ' , a �Y� �. `•:' • �' AN CONCRETE DRIVEWAY TIE-INS
a °d SHALL BE 6" THICK, MINIMUM.
4. RESIDENTIAL DRIVEWAY TO BE 13' MIN TO 24' MAX IN WIDTH.
9
d 5. BEGINNING RADIUS SHALL NOT ENC
ROACH ON ADJACENT
�1 PROPERTIES BASED ON A PROJECTION OF PROPERTY LINE
15i� CONCRETE SIDEWALK FROM THE RIGHT-OF-WAY TO THE CURB LINE.
5' TYPICAL 2:5' . 2.5' 6"
PLACE 1/2"EXP. JOINT HERE WHEN
CROSSING EXISTING CONCRETE DRIVES o 0
(D
THICKNESS = 6" I 12 D/W ,Q
RAMP -
-I= Y PAVEMENT
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I
LL COMPACTEDBAGKF _ • I
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DRIVEWAY BY OTHERS -I I IF11=� I=-=1�( i=i11==
WIMAX, RECOMMENDED GRADE
PLACE 112" EXP. JOINT HERE WHEN 6" MIN. THICKNESS
CROSSING EXISTING CONCRETE DRIVES
SECTION A -A
DETAIL# REVISED
STREET
IT 1 T ILL ST-8 DEC2010
INDUSTRY_ AGRICULTURE
PUBLIC WORKS DEPARTMENT
Residential
�gDrive "o Ve�ay Cut SCALE: SHEET #
01
1 N.T.S, 1 OF
O 1
10'-01, 10'-0"
UTILITY VARIES --5'-0"- 6'-0" - C 6' 0"� 5'-0" VARIES UTILITY
ESMT. (MIN, 6") PLANTING PLANTING (MIN. 6") ESMT.
STRIP - -6 - STRIP
VARIES WITH
STREET TYPE SEE NOTE 5 7T
.SE1IE- NOT-E 4I 12 12 1I I 2�
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STREET SECTION DIMENSIONS
A
B
C
D
E
STREET TYPE
MINIMUM RIGHT -OF-
MINIMUM
BACK OF CURB TO
COMPACTED ABC
SIDEWALK
WAY WIDTH
PAVEMENT WIDTH
BACK OF CURB
THICKNESS
REQUIREMENT
1
COLLECTOR (100
60
32'
37
8.1STREET
BOTH SIDES OF
PLUS DWELLINGS
SUB COLLECTOR (25-
55
26'
30
6
ONE (1) SIDE OF
2
99) DWELLINGS
STREET
3
LOCAL (10-24)
50,
22'
26'
6"
ONE (1) SIDE OF
DWELLINGS
STREET
4
MINOR (1-9)
50'
20'
24'
6„
ONE (1) SIDE OF
DWELLINGS
STREET
NOTE: PAVEMENT WIDTH DOES NOT INCLUDE WIDTH OF CURB AND GUTTERS,
(BACK TO BACK CURB DIMENSIONS GOVERN.)
NOTES:
1:
2.
* = 2:1 MAX., 3:1 RECOMMENDED
SIDEWALK IS ONLY REQUIRED ON ONE SIDE OF STREET EXCEPT FOR COLLECTOR STREETS.
z
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3.
PLACE COMPACTED ABC UNDER CURB AND GUTTERS.
---1
4.
ONE AND ONE HALF INCH (1-1/2") SUPER PAVE S9.5B BITUMINOUS CONCRETE BINDER COURSE
M
r
5.
6.
7.
ONE INCH (1") SUPER PAVE SF9.5A BITUMINOUS CONCRETE SURFACE COURSE ONCE CONSTRUCTION IS FINAL.
UTILITY EASEMENT TO BE CLEARED AND GRADED.
TRANSFORMER PADS TO BE WITHIN 15FT OF BACK OF CURB, UNLESS APPROVED OTHERWISE.
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8.
TRANSFORMER PAD LOCATION MUST BE SHOWN ON THE SITE PLAN AND GRADED DURING STREET CONSTRUCTION.
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a
10,-0„ MAXi
31„
Outdoor Parcel Locker I
DATE I ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
I
i
ow. What% . l d
()iwt4alt.•a One -Call Center C811 before you dig.
Engineer
1ntc'er
K. Joe Harris & Associates, Inc.
Engineering - Land Surveying . Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
`®®®01/11111111j1 %%%%AllII U1111
CA Rot
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�® �� oFE.SsipN ti9 ✓P. a♦ ��°Q�of Lss��ti ?q®`®
m SEAL z sc,� SEAL �o
a mo C-4168 a r' ° �' 038836 ,zo
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4�
&ASS, e�\" �'Ro�K aL1i1M�°`�'``�
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked ked
P. Murphy P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt II Asbuilt Date
Clint
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest fl
O+rwdving Title:
Site Plan Details
Project No. Dr livin N0.
2712
DWG File Name:
2712-Site Plan

GENERAL DOTES: EROSION C NTR L
CONSTRUCTION SEQU NCE l
1. CONTACT THE SEDIMENT CONTROL OFFICE NOT LE - A TIVITY. THE DEVELOPER SHALL ALSO CONTACT THE C)OUNTY AFTER THE REMOVAL OF THE TEMPORARY SEDIMENT 77 J
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW AUTHORITY. .55 THE=N 48 HOURS BEFORE COMMENCEMENT OF THE LAND DISTURBING C �'
2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE W
ITH IREDELL COUNTY EROSION CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE USED TO CONTROL MEASURES.
CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING ACTIVITIES. 2• INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ANY LANDD-DISTURBING ACTIVITIES.
3. INSTALL CONSTRUCTION ENTRANCES FIRST BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL ALL TREE PROTECTION FENCING AS SHOW ON THE EROSION 3. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING ACTIVITY SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES DURING oc
CONTROL PLANS. THEN INSTALL SILT FENCE, SEDIMENT BASIN, SKIMMER BASIN, TEMPORARY DIVERSION DITCHES AND CONCENTRATION OUTLETS AS SHOWN ON THE THE DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF THIS CHAPTER. OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR
EROSION CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED EROSION CONTROL DEVICES. NOTIFY THE ENGINEER OPERATIONS AND MAINTENANCE DURING CONSTRUCTION.
AND/OR IREDELL COUNTY INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY REVIEW OF THE EROSION CONTROL 4. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, ALL PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE COMPLETED ON TOPSOIL STOCKPILES PER THE NEW REQUIREMENTS NOTED IN
DEVICES BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR, CONTRACTOR MAY CLEAR AND GRUB THE REMAINDER OF THE SITE. THESE DETAILS. THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY. I ^-__''
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH RAINFALL ENSURING THAT ADEQUATE 5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART.
SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED (FREE OF DEBRIS). ALL EROSION CONTROL FEATURES TH R P I LITY F R MAINTAINING AL PER A ENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES AFTER SITE LAND -DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER OR PERSON IN POSSESSION OR
6. E ES ONS BI O L M N S -
5. THE CO TRACTOR SDHALLEDIL GENTLY AND CONTINIUOUSLY MAGI TAN ALL EROSION CONTROL DEVICES TO MINIMIZE EROSION AND SEDIMENTATION. ADDITIONAL .7IT
CONTROL, EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR EASEMENTS ACCEPTED FOR MAINTENANCE BY THE LOCAL MUNICIPALITY. �
MEASURES SHALL BE INSTALLED AS DIRECTED BY ENGINEER AND/OR IREDELL COUNTY INSPECTOR. 7. APPROVED PLANS REMAIN VALID FOR THREE YEARS FROM THE DATE OF AN APPROVAL:
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. 8. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING
DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS. CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
7. SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET. TIME FRAMES REFER TO ANY PERIOD OF INACTIVITY. 9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PLEASE SEE CHART FOR STABILIZATION REQUIREMENTS. ck Rd.
8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT, INDIVIDUAL LOT EROSION CONTROL MEASURES MUST BE USED ACCORDING TO THE 10, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST BE PERFORMED AS SOON AS Nlurdo A
INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION. mily NfIJ Rd.
PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE.
9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE READILY AVAILABLE FOR '\
11. PROVIDE SILT FENCE AND70R OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY ,/ 1
INSPECTION BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION ACTIVITIES AND RAINFALL DATA AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE
(AT A MINIMUM). �,
10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND SUBMIT A BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
SELF -INSPECTION REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL IS BEING FOLLOWED. 12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETTION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL
A LIST OF POSSIBLE PHASES MAY INCLUDE: DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE REMOVED ONCE PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY NIGH V ITY MA'r-'" - N.T. .
-INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES. INSPECTOR.
-INSTALLATION OF SEDIMENT TRAPS/BASINS. 13, THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL AND IT SHOULD BE
-CLEARING AND GRUBBING OF EXISTING GROUND COVER. REMOVED IMMEDIATELY FROM ROAD, NOT AT THE END OF THE DAY.
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION Of STABILIZATION. 14. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN LEGEND:
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT. APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N,C. GENERAL PERMIT NCG010000.
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
-INSTALLATION OF STORMWATER RETENTION MEASURES. 15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROMUPSLOPE RUNOFF AND/OR DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLE"fS. g'"">` PROPOSED PHASE 4 LIMITS OF DISTURBANCE
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED. 16. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT BUFFER CAN'T BE MAINTAINED
'11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND/OR OTHER BETWEEN THE DISTURBED AREA AND ALL:WoS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS:--El---------- PROPOSED SILT FENCE
DEVICES (PAVEMENT, STONE, ETC...). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR (LQS). 17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INLET PROTECTION MUST BE MAINTAINED UNTIL ALL AREAS DRAINING TO THE INLET ARE FULLY STABILIZED.
SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION CONTROL GRADING PLAN. ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY 18. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FORIMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM PROPOSED CONSTRUCTION ENTRANCE
EROSION CONTROL INSPECTOR (LQS): WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS 19. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS THEY MAY HAVE WITH THE PROPOSED WORK.
-REMOVE SEDIMENT BMPs PROPOSED CONCENTRATION OUTLET
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED) 20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY UTILITY COMPANIES THAT ARE NOT UNDER CONTRACT WITH N.C.
SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATION 811 TO HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND UTILITY LINES PRIOR TO DIGGING IS THE LAW. _-0 PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
TD - PROPOSED TEMPORARY DITCH .
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I W/CHECK DAMS FOR EVERY 2 FT DROP REQ, VOLUME = 21 70 CF . / r '
...
........... /
LIMITS OF DISTURBANCE . . •J
. IN ELEVATION 4 38 F 9
TOTAL= 25.00 A
C_
ACT. VOLUME 8 ,0 G
-
: .• RISER STRUCTURE.. 2 xt� LD PRECAST .:..:;::::::
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: `� I IN FEET
THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON -- . /..•• �.•'' . :' ::• "..
: ;
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH i � .. .. ,...... " .,. /.. .� ..... _ .. .. -.�... .. -, ... - •'• i �'�������:'��•"""'••• -� 1 anc = ��
h 60 ft
CAROLINA DATED 3/18/2008.
DA ` i I SUE 'O
10/05/18 Initial Submittal to City of Statesville
11/16/18 Second Submittal to City of Statesville
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Print/Plot Date
N e ber16 2018
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Asbuilt Drawn
I Asbuilt Date
Client
rt n rou Inc.
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P
9
3 3 WALNUT STREET
2
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project
Pine Forest II
Dr vvir1 Title:
Initial rall rosion Plea
Project No. Dr win N .
2712 .
DWG File Narne:
2712-EC Plans ..

DATE I IS)SUED FORIREV
10/05/18 Initial Submittal to City of Statesville 0
'11/16/18 Second Submittal to City of Statesville 1
.rjoe rris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. .
Corporate SealEngineer's Neal
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Project Manager
Drawn
I: Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot bate
November 16, 2018
Asbuilt Drawn
Asbuilt Date
Client
I� J C�IV IIJ, I G.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Or II
Drawing Title: --
Initial Erosion Plan 1
Project No. Drawing No.
2712
DWG File Narne
2712-EC Plans

INSTALL 266 LF SINGLE ROW SILT FENCE ,
7%
(CONC. OUTLET TO CONC. OUTLET)
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
'11/16/18 Second Submittal to City of Statesville 1
ARREL• = 67.42 LF 24" RCP g•2•.22%.•'`-
S lMMR SIZE = 4.00"
:•�R6FICESIZE,-•2.00 ••.. .. ;. .\ ` ` ___- ---- _ --._ 1 _ ' � �
DETENTION BASIN BARREL
67.42 LF 24" RCP @ 2 .-•- ` °
v . ,
INV. IN: 788:50 UC ' / �_ • '„•,y,�::;:_• '-;� : � . �� •.
INV. OUT: 787.00 �("` �,r•, /,.•.. �„>,:�
g
�.:
\`' -
RIP -RAP APRO�f LSEE� .::':::::::::::...
:: .. ..... j..........%.........� .......... --- — -
i0-9-FOR DETAILS _----_
EMERGENCY SPILLWAY
— .. ::..
A ARMOR
25'..S7REAM B Ft ER :.............. a/ .....
/ WITH RIP RAP AND FILTER FABRIC :- ,'. : ,. ........`•. RIP=RAP RPRO ..SEE ..................
INSTALL 64 LF DOUBLE ROW SILT FENCE _ -- FO ILS__
(GONG. OUTLET TO END) .`: `: '. i :::.. ' — —_...r ...............................
/ _—r-- /
.......::-..
:..::::::....
..........
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CONC. OUTLET TYP. / ... f /: 1.
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:..- '. ..... j.... • :::'... ,� -c: ` ::::::::= " ........................
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CONC. OUTLET (TYP.) INSTALL 173 LF DOUBLE ROW SILT FENCE CONC. OUTLET (TYP.) INSTALL 196 LF DOUBLE ROW SILT FENCE
INSTALL 69 LF DOUBLE ROW SILT FENCE INSTALL 149 LF DOUBLE ROW SILT FENCE STAGGERED (CONC. OUTLET TO CONC. OUTLET) STAGGERED (CONC. OUTLET TO SPILLWAY)
(END TO CONC. OUTLET) (CONC. OUTLET TO END)
3 NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
'PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH
1ATED 3/18/2008.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
160 I
Ei i g i @P_o c
K•.Joe Harris & Associates,
Engineering ,and Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Port Mill, S.C, 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
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project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn Asbuiit Date
Client
TIME JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine r t 11
Initial Erosion Plan
Project No, Drawing No.
2712
DWO File Name:
2712-EC Plans Eu

VICINITY MAP - N.T.S.
LEGEND:
INSTALL 390 LF DOUBLE ROW SILT FENCE PROPOSED PHASE 4 LIMITS OF DISTURBANCE
(CONC. OUTLET TO CONC. OUTLET)
--D ----- PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
LIMITS OF DISTURBANCE
TOTAL= 25.00 AC± PROPOSED CONCENTRATION OUTLET
-17-- PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
u--
TD PROPOSED TEMPORARY DITCH
...................................................................... ...:...h;'.. aU7 \ l , ........... 1 1 1! 1 Ali l l I 1
CONC. OUTLET (TYP.) I ` I\� ' •. \\:::;;: ':\ ' . '' . i III ;
STAGGERED
Ll CONC. OUTLET (TYP.)
STAGGERED
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE ISSUED FOR RED'
10/05/18 Initial Submittal to City of Statesville .0
11/16/18 Second Submittal to City of Statesville 1
+r+ r:' o •Hard & !:: r
Engineering » Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: [phone]
w.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal —
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C-4168 >' 036836 zo
Project Manager Drawn
I. Salley 1. Salley
Department Manager Checked
P. Murphy P. Murphy
Prins/Plot Date
November 16, 2018
Asbuilt Drawn Asbuilt Date
C°lize�t
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
rojeci,
Pine rail
Drawing Title:
Initial Erosion Plan
Project No. Drawing No. �--
2712
DWG File Name:
2712-EC Plans

CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW AUTHORITY.
2. SET AN ON -SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL INSPECTOR. PRECONSTRUCTION CONFERENCE SHALL BE
USED TO CLARIFY THE SEQUENCE OF ACTIVITIES AND ITEMS OF CONSTRUCTION THAT MUST BE ADDRESSED PRIOR TO BEGINNING GRADING ACTIVITIES.
3. INSTALL CONSTRUCTION ENTRANCES FIRST, BEFORE ANY OTHER ACTIVITY HAS BEGUN. NEXT INSTALL ALL TREE PROTECTION FENCING AS SHOW ON
THE EROSION CONTROL PLANS. THEN INSTALL SILT FENCE, SEDIMENT BASIN, SKIMMER BASIN, AND CONCENTRATION OUTLETS AS SHOWN ON THE
EROSION CONTROL PLAN. CONTRACTOR SHALL CLEAR AND GRUB ONLY AS NEEDED TO INSTALL THE REQUIRED EROSION CONTROL DEVICES. NOTIFY
THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR ONCE ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND UPON SATISFACTORY
REVIEW OF THE EROSION CONTROL DEVICES BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR, CONTRACTOR MAY CLEAR AND GRUB THE
REMAINDER OF THE SITE.
4. MAINTAIN EROSION CONTROL DEVICES AS NEEDED AND/OR SPECIFIED. SEDIMENT BASINS SHALL BE INSPECTED AFTER EACH RAINFALL ENSURING THAT
ADEQUATE SEDIMENT STORAGE IS AVAILABLE AT ALL TIMES AND THE GRAVEL AND RIP -RAP OUTLET IS UNOBSTRUCTED (FREE OF DEBRIS). ALL EROSION
CONTROL FEATURES SHALL BE INSPECTED WEEKLY OR AFTER EACH RAINFALL, WHICHEVER COMES FIRST.
5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES TO MINIMIZE EROSION AND SEDIMENTATION.
ADDITIONAL MEASURES SHALL BE INSTALLED AS DIRECTED BY ENGINEER AND/OR IREDELL COUNTY INSPECTOR.
6. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, U.S. DEPARTMENT OF AGRICULTURE AND THE LOCAL GOVERNING AUTHORITY STANDARDS.
7. SITE SHALL BE STABILIZED PER THE STABILIZATION REQUIREMENTS NOTED ON DETAILS SHEET. TIME FRAMES REFER TO ANY PERIOD OF INACTIVITY.
8. ONCE THE SITE IS STABILIZED AND THE LOTS ARE READY FOR DEVELOPMENT, INDIVIDUAL LOT EROSION CONTROL MEASURES MUST BE USED
ACCORDING TO THE INDIVIDUAL LOT EROSION CONTROL CHART IN THE DETAILS SECTION.
9. DAILY LOG SHALL BE MAINTAINED AND KEPT ON SITE AT ALL TIMES IN ACCORDANCE WITH THE NPDES PERMIT. DAILY LOG SHALL BE READILY AVAILABLE
FOR INSPECTION BY THE ENGINEER AND/OR IREDELL COUNTY INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION ACTIVITIES
AND RAINFALL DATA (AT A MINIMUM).
10. PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT AND
SUBMIT A SELF -INSPECTION REPORT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION
CONTROL IS BEING FOLLOWED.
A LIST OF POSSIBLE PHASES MAY INCLUDE:
-INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
-INSTALLATION OF SEDIMENT TRAPS/BASINS.
-CLEARING AND GRUBBING OF EXISTING GROUND COVER.
-COMPLETION OF ANY PHASE OF GRADING THAT REQUIRES PROVISION OF STABILIZATION.
-INSTALLATION OF MEASURES DURING ANY PHASE OF THE PROJECT.
-COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
-INSTALLATION OF STORMWATER RETENTION MEASURES.
-QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER IS FULLY ESTABLISHED.
11. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT SITE HAS BEEN PERMANENTLY STABILIZED WITH VEGETATIVE COVER
AND/OR OTHER DEVICES (PAVEMENT, STONE, ETC...). INDIVIDUAL MEASURES MAY ONLY BE REMOVED UPON APPROVAL BY THE IREDELL COUNTY
EROSION CONTROL INSPECTOR (LQS). SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION CONTROL GRADING PLAN. ONCE SITE IS
STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR (LQS):
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS
-REMOVE SEDIMENT BMPs
STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED)
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATION
CRYCI
WA
GENERAL NOTES: EROSION CONTROL
1. CONTACT THE SEDIMENT CONTROL OFFICE NOT LESS THEN 48 HOURS BEFORE COMMENCEMENT OF THE LAND -DISTURBING ACTIVITY. THE DEVELOPER SHALL ALSO CONTACT THE COUNTY AFTER THE REMOVAL OF
THE TEMPORARY SEDIMENT CONTROL MEASURES.
2. INSTALLATION OF INTERIM EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT MEASURES MUST TAKE PLACE INITIALLY BEFORE THE COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
3. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING ACTIVITY SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES AND FACILITIES DURING THE DEVELOPMENT OF A SITE, AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF THIS CHAPTER. OPERATIONS AND MAINTENANCE CONDITIONS SHALL BE INCLUDED IN
THE PLAN OUTLINING HOW THE DEVELOPER INTENDS TO PROVIDE FOR OPERATIONS AND MAINTENANCE DURING CONSTRUCTION.
4. FOLLOWING SOIL DISTURBANCE OR REDISTURBANCE, ALL PERIMETER SEDIMENT CONTROLS SHALL BE INSTALLED AND TEMPORARY STABILIZATION MEASURES SHALL BE COMPLETED ON TOPSOIL STOCKPILES PER
THE NEW REQUIREMENTS NOTED IN THESE DETAILS. THESE REQUIREMENTS REFER TO ANY PERIODS OF INACTIVITY.
5. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES PER THE REQUIREMENTS NOTED ON THE NEW STABILIZATION CHART.
6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES AND FACILITIES AFTER SITE LAND -DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER OR
PERSON IN POSSESSION OR CONTROL, EXCEPT FACILITIES AND MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR EASEMENTS ACCEPTED FOR MAINTENANCE BY THE LOCAL MUNICIPALITY.
7. APPROVED PLANS REMAIN VALID FOR THREE YEARS FROM THE DATE OF AN APPROVAL
8. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY
SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
9. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. PLEASE SEE CHART FOR
STABILIZATION REQUIREMENTS.
10. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS. IF SITE INSPECTIONS IDENTIFY BMP'S THAT ARE DAMAGED OR ARE NOT OPERATING EFFECTIVELY, MAINTENANCE MUST
BE PERFORMED AS SOON AS PRACTICAL OR AS REASONABLY POSSIBLE AND BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE.
11. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION, ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED
WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER
SHOULD BE FILTERED TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
12. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL ONLY BE
REMOVED ONCE PERMISSION HAS BEEN GIVEN BY THE IREDELL COUNTY INSPECTOR.
13. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY
REMOVE MUD/SOIL AND IT SHOULD BE REMOVED IMMEDIATELY FROM ROAD, NOT AT THE END OF THE DAY:
14. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING
CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH N.C. GENERAL PERMIT NCG010000.
15. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT -LADEN WATER TO
APPROPRIATE TRAPS OR STABLE OUTLETS.
16. ALL WATERS OF THE STATE (WOS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FOOT
BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WOS.
17. ALL INLETS COLLECTING DRAINAGE OR THAT MIGHT POTENTIALLY BE AFFECTED BY THE LOT CONSTRUCTION SHALL HAVE INLET PROTECTION. INLET PROTECTION MUST BE MAINTAINED UNTIL ALL AREAS DRAINING TO
THE INLET ARE FULLY STABILIZED.
18. LITTER, CONSTRUCTION DEBRIS; OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT
COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
19. PRIOR TO BEGINNING WORK ON THE SITE, CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS THEY MAY HAVE WITH
THE PROPOSED WORK.
20. CONTRACTOR MUST CONTACT NORTH CAROLINA 811 A MINIMUM OF 72 HOURS IN ADVANCE PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ANY UTILITY COMPANIES THAT ARE
NOT UNDER CONTRACT WITH N.C. 811 TO HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND UTILITY LINES PRIOR TO DIGGING IS THE LAW,
LEGEND:
EM M PROPOSED PHASE 4 LIMITS OF DISTURBANCE
- i7- PROPOSED SILT FENCE
z PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
_C -_ PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
TD PROPOSED TEMPORARY DITCH
.PROPOSED INLET PROTECTION
x-x
GRADING FLOW ARROW
�/ . ,...,
//'.
:LO. AL STUDY 100 YR FLOOD':
tD L' NE WITr PRODS€D TO 0.
XLQ L STUD 100-YF3
IAZARR LINE WITH EXISTING TCPO
r
EX STR�AM
TOP OF\BANK
\\
�I ? �5' STREAN1I a
BU PER ,
i
I .F�INA SEDI) ENT BASIN 100
:LIST RBED p REA = 11185 AC
RAINAGE AkEA = 12.02 C.
I ;C;�t(10}:- 65.691CFS
I 7=9P ENGTH = 155 FT�
TOP I•DTH 45 FT
I Dl�PT `� 8 FT \ r I
I SIDB S -QPE RATIO 3-1 I
\ \ TCOMi ?:BERM.7980
GE CY.SW7:97:00'
P INR- 96.0CP
L NgUt :
763.0Q \
6MIBAS N•= 7�0.R0.
SPILL••.: AY\WIDTH = 20F
\ REQ. �f.<LUI�(IE 1,33.0 F`
\ACT. V(�. N E - ,78 CFi
FNSER.:= 2' x A .D. PRECAST
W IR LE}.TH.r 6
BAREL/:=, 67.42+1` 24 RCP 2
SKI M R SIZ - 00
. ORIFII SIZE
( IN FEET)
1 inch = 60 ft.
DATE I ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
'11/16118 Second Submittal to City of Statesville
REV
0
1
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Know what's b0110W.
N" CtAn°�One-Call Center Call beforedig.
Engineer
R. i' Harris & Associates, Inc.
Engineering Land Surveying • Planning
(Management
127 Bert Casey Drive,, Suite 101, Fort Mill, S.C. 29708 P: (803) 8021799
www° rjcue1larr15.Com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible
registrant appears on the
drawing, and proper permit forms and
related fees are transmitted
by the Owner, Owner's Agent or Contractor
to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
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Project Manager
Drawn
I. Bailey,
(. Bailey
Department Manager
Chocked
P. (Murphy
P. Murphy
Print/Plot Date
November 16, 2018
Asbulit Drawn
Asbuilt Date
Client
T J SON
UP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
p ruj ot.
Pine Forest 11
Drew ling Tide:
Final Overall Erosion Plan
Project No.
No.
2712
DWG File Name:
EC-5
2712-EC Plans

• 1 1 \ it Il ll
kT1
HIS\ IT IS NOT LOCATED WITHIN Tµµ�E 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
COMj I Y PANEL 4742 OF THE FL07D INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH
CAROLI( DATED 3/18/2008. f 77
o
.� ,..� SITES
-�
_ r
turd Rd"
' Amity Hill Rd.
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l� VICINITY MAP N.T.S.
INSTALL 202 LF SINGLE ROW SILT FENCE I
(END TO END)
CONSTRUCTION : ' ' h ..... LEGEND:
~ ENTRANCE (TYP.) J '
o ... PROPOSED PHASE 4 LIMITS OF DISTURBANCE
%(�`
PROPOSED LT FENCE
~ --- PROPOSED CONSTRUCTION ENTRANCE
-- -�~ PROPOSED CONCENTRATION OUTLET
123 LIMITS OF r --
�J PROPOSED DOUBLE ROW SILT FENCE WITH WIRE BACKING
~--- _. � --_ •. DISTURBANCE ,�-"'
—='"__ .__ _.._�_ _ ,•-_`�_..- � TOTAL= 25.00 AC±
POWER TRANSMISSION TOWER TD PROPOSED TEMPORARY DITCH
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4 IN ELEVATION 9697 SF \ 8S •' r -
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DATE ISSUED FOR F3E�
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
3
IVY �� QE«a� One -Call CenterCall
beforedig.
Engineer.
R. e Harris & Associates
Engineering
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAR
of ®•,,
® =b �FcSS!p41 °o--y
m SEAL 9g°° ow SEAL Z° W
A 5 C-416$ o v d o 036836 ,�Fi y
ASS �K .° ,.�`
Project Manager
Drcav°n
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November 16, 2018
Asbu'slt Drawn
Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title: Final Erosion ros1 n Ian 1
Project No. Drawing No.
2712
DWG File Name
2712-EC Plans L EC-6

POWER TRANSMISSION TOWER
68' UTILITY INSTALL 262 LF SINGLE RAW SILT FENCE
EASEMENT (CONC. OUTLET TO CONE. OUTLET) .
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LIMITS OF DISTURBANCE I . p : i / - r
TOTAL= 25.00 AC± i it i -° i 1 7 -� _- -. _
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a - - - - - --- - - - - - - -- i LEGEND:
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.••' LENGT . - 13LF ... .. ........... '� DISTURBED AREA 7.90 AC
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AREA =
.. ' • `� _
:: •. ••. '• .�.. .+.......... ,. •... .. .. _ , . .. ...... ....... :..... .... 9.... .. O( 01) DRAINAGE
CFS 2
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'' .'\''• ,� .::..... •• `. �.• •�'' ....'-' .••' � TOP BERM 796.00
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PRIN 'IPLE WEIR 794.00
1.
PRINCIPLE -
_:: • - , ...'' CLEANOUT - 791.00
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... ; \ 7493 SF ............. \ .
\ ` BOTTOM BASIN = 788.00
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SPILLWAY WIDTH 20 FT
I i 20 -
RE . VOLUME = 16 704 CIF O U
ACT. VOLUME = 75,045 CF
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F -2'x 'I:D.PRE 7 146 S RISER STRUCTURE 2 CAST
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ST RM RIPRAP \''• �`92
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LENGTH - 20 F :' r Igo
. 1 S 2784' F: '' �`��' -
WIDTH,23LF
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FINALS DIMENT BASIN #100 . _ 1 94 J ::
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DIST:.UR ED AREA = 11.85 AC. .: :::.. A / o c ,
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DRAINAGE AREA: 12.4$ AC. .. _
10 = 5.6 F
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8
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• T P LENGTH - 1 •5 FT. .. .. •. . • .. ..•• , .. • .......� .............. •• --`" c ~~ :- ...... 1 �_..._ ._-. 1,�� � _ CONC OUTLET (TYP.)
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EMERGEN Y SI?ILLINAY 797.00 a o : ` /` -- _
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PRINCIPLE WEIR = 796.00 ��.• '� �g0 / 0 / :1
\ .
g�CLEANOUT = 793.00 �:./ c
OT-FOM BASIN:--- 790.00 : �° 94 �°° /
/ \. ...:,....
SP.ILLWAY WIDTH = 20FT . / ,% \ ;.
RE" . VOLUME 21,706 CF..: : : 19$ / \\
.••'ACT,:VOLUME`= 84,038 CF \ ° . "•• •'. / � - __ 1 \
. -
RISER STRUCTURE = 2' x 2''LD. PRECAST "'
. WEIR LENGTH .=- s FT o. �96 �� _ - - _ -1 ` / ° 1' - - - - - ..:..
/\ -. C
BARREL =,Q.T42 LF 24" RCP @'2.22 /o , c /.-. :.,�:: :'=-
SKIMMER SIZE = 4.00" :. �( / \ :;,� "
J _ \::;• ::. ••..•-' ' �- •`:. •.... INSTALL 167 LF DOUBLE ROW SILT FENCE
" . A':A � � � . 0 .... � /, .--..: ' - - "..
ORIF.IGE SIZE - 2.00 �9 i /.
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SPILLWAY 0 CONC OUTLET
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DETENTION BASIN BARREL / ; : ':. / / ...... ....... A - -
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67.42 LF 24" RCP @ 2.22 /o : - __ •'.. -- -
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RIP -RAP AP I. :'. `: / .•.; � -- .- �..... .....RIP-RAP'ArIl •SEE... o
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CONC. OUTLET TO END :'. :` / 1 _- -' . '.•••.'...../ ..::::.::- - - _ --_ '�� '... INV:'QUT86.86,..00...............
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EMERGENCY SPILLWAY ARMOR : ; ?::: ' '� , ...
HAZARD LINE HEX TINE TO
..
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( WITH RIP RAP AND FILTER FABRIC : / _ _ .....:............................................. ........ �/� 1
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CONC. OUTLET (TYP.) GRAPHIC Al 111C SCALE
INSTALL 149 LF DOUBLE ROW SILT FENCE INSTALL 173 LF DOUBLE ROW SILT FENCE STAGGERED
I I (CONC. OUTLET TO END) (CONC. OUTLET TO CONC. OUTLET) INSTALL 196 LF DOUBLE ROW SILT FENCE -60 0 30 60 120 24C
INSTALL 69 LF DOUBLE ROW SILT FENCE (CONC. OUTLET TO SPILLWAY)
(END TO CONC. OUTLET) �%�%�;�ii%��:Jmmmnwmmmmli I
"THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON PROP. LOCAL STUDY 100-YR FLOOD I
IN FEET
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH HAZARD LINE WITH PROPOSED TOPO
CAROLINA DATED 3/18/2008. 1 inch = 60 ft.
DATE . ISSUED FOR REV
10/05/18 Initial Submittal to City at Statesville 0
11/16/18 Second Submittal to City of Statesville 1
K. Joe Harris & Associates,
Engineering ®]Land Surveying ® Planning
1Vlanag�ment
127 BenCasey Drive, Suite 101, Fort Mill, S.G. -YIDS Y: (803) 802.
1799
www.rjoeharris.com
I
f
This drawing shall not be used for construction purposes until the I
seal and signature of the responsible registrant appears on the I
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction. II
Corporate Seal Engineer's Seal I
I
J �s " R®-
sz)s
0
l o
:
° CSEAL C
o
` Ia
s eW
SLAL = a
168 -cDTr o--036836 ze♦
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a cG ° I ° °°ti9"G & ° Q1, -
a
°
®®® P♦♦
'rorrlv1'e'+®® 719 000rrra'tte'%®'-
Project Manager
Drawn
I. Bailey
I: Bailey
Department Manager
Checked
P. Murphy
I P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn
I Asbuilt Date
Client
JCS N, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
j-i� aryl:
Pine Forest II
Drawing `title: --
Final Erosion Plan
Project No, Drawing No.
2712
t7VIG. rile Name:
2712-EC Plans -

"THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH
CAROLINA DATED 3/18/2008.
DATE ISSUED FOR RED/
1 OL05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
i
K. J®e Harris & Associates, Inc.
Engineering ®,and Surveying Planning
Management
127 Ben Casey Drive, Suite101, Fort Mill, S.C.29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
eq�:'v+eats
,'' . °'%�� , OB CA RpCAR
E SSROyysy >,4� Qc�pF°ES$/p°`����1,
%y o m SEAL r o c� y aW SEAL �e
®� o C-4168 o 036836 ,=o
ASS
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Prat Date
November 16, 2018
Asbuilt Drawn
Asbuilt Date
Client
THEJOHINISON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NOR-rH CAROLINA 28677
P: [phone]
roject
Pine rot II
Drawing Title:
Final Erosion Plan
Project No. Drmving No.
2712
DWG File Name;
2712-EC Plans
i
I

GENTLE SLOPES
STEEP SLOPES
SEEDING
MIXTURE
80 Ibs/acre of tall fesue
100 Ibs/acre tall fescue
30 Ibs/acre Sericea lespedeza
(unscarified after August 15)
10 Ibs/acre Kobe lespedeza
FALL: August 25 — October
FALL: August 25 — October 15
Late winter: February 15 — April 15
Late winter: February 15 — April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs/acre hulled Bermudagross
15 Ibs/acre hulled Bermudograss
Overseeding of Kobe lespedeza over fall —seeded
Overseeding of Kobe lespedeza over fall -seeded
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
Ibs/acre limestone and 1000 Ibs/acre 10-10-10
fertilizer.
fertilizer.
NOTE 1
Ground Cover-- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided provided per the included stabilization chart
NOTE 2
Graded slopes and fills-- Per the requirements list or the stabilization chart provided, slopes
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain
erosion.
NOTE 3
Mulching-- Apply 4,000 lb/acre grain straw. Anchor straw by tacking with emulsified asphalt or other methods approved by DENR.
Anchoring of straw mulch by means other than applying asphalt tack must be verbally approved by DENR.
NOTE 4
Tacking with emulsified ashpalt-- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated
for rapid setting (RS) or medium setting (MS). Apply asphalt at 0.10 gallons per square yard (10 gal/100 sq.ft.).
SEEDING SCHEDULE
PERMANENT GROUNDCOVER APPLICATION
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING
MIXTURE
40 Ibs/acre of German millet
80 Ibs/acre of tall fesue
120 Ibs/acre Rye (grain)
80 Ibs/acre tall fesue
May 1 — August 15
October 25 — December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 — February 15,
add 50 Ibs/acre of annual Kobe lespedeza.
DATES
Apply 4000 Ibs/acre straw or equivalent
Apply 4000 Ibs/acre straw or equivalent
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil rests, or 2000
Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
Ibs/acre limestone and 750 Ibs/acre 10-10-10
Ibs/acre limestone and 750 Ibs/acre 10-10-10
fertilizer.
fertilizer. --
SEEDING SCHEDULE
TEMPORARY GROUNDCOVER APPLICATION
Ground Stabilization*
Site Area Description Stabilization Time Frame
Stabilization Time Frame
Exeptions
—Perimeter dikes, swales,
None
ditches and slopes 7 days
—High Quality Water
(HOW) Zones 7 days
None
—Slopes steeper than
if slopes are 10' or less in length
3:1 7 days
and are not steeper than 2:1, 14
days are allowed.
—Slopes 3:1 or flatter
14 days
7—days for slopes
greater than 50 feet in
length
—Al other areas with
None (except for
slopes flatter than 4:1 14 days
perimeters and HOW
Zones)
*"Extensions of time may be approved by the permitting authority based on weather or other
site —specific conditions that make compliance impracticable." (Section I1.13(2)(b))
—All time frames refer to any period of inactivity.
NORTH CAROLINA
GROUND STABILIZATION
REQUIREMENTS
Compacted soil
i miry
R ,
[lip 11 R111 III'
* ;a
, . 6' typical
ploute 0.20a Tomporaq e sdion 4 rsl dike.
13
downhill silo with t the spoil thart to build diversions by seater inethdsi. Where
s1race is lirrrlWd, it niq be 1tceewaq to bmild the rijgt by hauling ih diking
aw erial, or lasing is silt, f act, to di'vext the flow. Use- mvef to form the
diversion diko wham chiel s must ctv,.z frequerttly (Figure .2 )
i
Coarse aggregate
3.1 ma
t '° rTtlr� o
(1tt i"
Figure R Ternporarl favet iv rstors (like for (rn6 fed from Va 3`400).
TEMPORARY DIVERSION DETAIL
100' MIN
STEEL POSTS I1 - - STEEL POST
19 GAUGE HARDWARE CLOTH
CLASS I RIP RAP WIRE FENCING
—�
�-F-� EXISTING GROUND'
WOVEN FILTER FABRIC - ?I i
-l.. _ -- �. (•(j ` III=1 - JVII- J If1UI I -I 1- 1", 11\JI14 1 flUl\IV
CA
®Q C° UNDER 2-3" COURSE AGGREGATE
n _'`, i _. 6"cad. OR RAILROAD BALLAST
?I — — �
- .'— - III -III -III -III -III -III -III -III -III -III -III _I _-. •.I_ , 1 �
_I_ _ =III-111=III=III-III=III=III-III_III=III=III=III=III=111TI11=�t= .r 100' MIN.
q
I_II1_II1-LIII =111=11I_I11=111_III_III-1I1-1I1=111_II1=111-III-III-III_I1I II -III -III-
1 I 1=1 1101�11�11
111M1111
1 I I II 11=111=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 I I-1 I I_I 11=1 11=1
N =-=1 I F9 I I-1 I II I I=I I I -I I I=I I I=111=11 II 11111I II11 FE115111 11=III=I I II II111II11-1 15 1 I- Ei 11-111111-,111-111El 11=1 11=111-111=111=1 I I-1 11=1 1 I 1=1 11=1— W_I I -1 I-1 I I II I II I I Ill i lII I I_ I I -III, ; I I I, �I I IITII I I=1 I I=111II III-1 11 III, ,I I' LIJ
„IIIIIIIII
STEEL POST
iW
WIRE FENCING � (,
CONCENTRATION OUTLETS - SILT FENCE _ CLASS a RIP RAP
J
CID j #57 WASHED STONE m
INSPECTION AND MAINTENANCE 6
Inspect ever seven calendar days. Check for sediment buildup and wiree/stone integrity. Check where runoff has �—
p Y Y pti-
eroded around the outlet, or where the wire has sagged or collapsed by overtopping. Remove sediment accumulated - -
against the stone when it reaches 1/3 the height of the stone, especially if heavy rains are expected: Remove trapped
sediment from the site or stabilize it on site.
Remove concentration outlet within 30 days after final stabilization is achieved or after temporary best management
practices (BMPs) are no longer needed. Permanently stabilize disturbed areas resulting from outlet removal NOTES:
1. A STABILIZED ENTRANCE PAD OF 2-3" COURSE AGGREGATE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER .FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
8' MAX. ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STEEL POST STEEL POST STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED To TRAP SEDIMENT.
19 GAUGE HARDWARE CLOTH — — — — _ — WIRE FENCING
4. ANY SEDIMENTSPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
i—
z FILTER FABRIC 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WOVEN FILTER FABRIC Iw WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
o Q Qr a APPROVED SEDIMENT BASIN.
_ -
- I=III=III=III- -III=III=III=III=III=III=III=III=1II=1II=1II=1I1=1II-III-III II=1II=1II-
- _____ ___ _ __ _ _ _ _ _ _ _ _ _ _ _ __ _ STABILIZED CONSTRUCTION ENTRANCE
I 11 I_I I I -III -III III -III- 11-1 I I --I 11=1 I I-III_I I I -I I I -I 11-1 11=1 11-I 11-111_I I I -I I I I-1 I I-1
N III=III=I 1111 111=III=I I I=111=1II=I I I -111=I I I=111=111=IIIE 1IM 11=111=III IM 111=III � ANCHOR SKIRT 6" MINIMUM
„III II I lI i ll l l III -III -III li 1-1 I I_I I I I � I I I I-1 I I I I MI I I-1 I II I I -I I II 11-III-1 -I I I -I I I E 1
-1 I-1 I I=111 I I=1 I I �I 11- -) I, ,I I II II 11=1 11=1 11=1 11 = II I I-1 11 ;III ; ,I I -
-I
GENERAL NOTES: MAINTENANCE NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND 1. FILTER BARRIERS SHALL' BE INSPECTED BY THE FINANCIALLY
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL 4`max 1 -t ra hardware cloth
FOR A PERIOD OF MORE THAN 30 DAYS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. -r¢rllprgr,)
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE 2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END-
1
SELF —FASTENER ANGLE STEEL TYPE: -0F THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
4. HARDWARE CLOTH SHALL BE AT LEAST #19 GAGE WITH A MINIMUM OFv�6 2 F
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. Il11tf,I ," j 1r:
6 LINE WIRES WITH 12' STAY SPACING. I 1 shed,Oon i €1r11 i 3
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 4 , • SI•II 'II,II +,+ e +j{,.:{ • a
5. TURN SILT FENCE UP SLOPE AT ENDS. PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM 16 3
TO THE EXISTING GRADE, PREPARED AND SEEDED.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
2'
TEMPORARY SILT FENCE
INCO.OT #5 de #57 Ntered
w0hed stare nv Mgr
r
pt0urs1 a Hardwire cloth gravel 3ealt fare#eYtlon
PUBLIC STREET
� 1
n I
CATCH BASIN
P 't
OUTLET
SECTION INSTALLATION NOTES
CATCH BASIN INLET PROTECTION
(INLET PROTECTION SHALL TRANSITION FROM FABRIC & WIRE MESH TO SILT SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2.FILTER TYPES SHALL BE APPROVED BY THE 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.
FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville. 1
Engineering • Land Surveying ® Manning
Management
127 Bet Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www
°rj (� rris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CAR
EsS/p
SEAL SEAL �o
a C-4168 Z d e 036836 �_>
/RCS ASS�V, XCK L . M� o,,•
Project Manager Drawn
1. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Mot Date
November 16, 2018
Asbuilt Drawn Asbullt Elate �-
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
project:
Pine Forest ll
Dra,,A lrlg Title:
Erosion etails 1
Project No. 338'ililsl9r'8g iNjo.
2712
DWG rile Name:
2712-EC Plans EC-

OATS ISSUED FOR HEV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
` °
_
1�A emio r llf '] [and over h1leG. .
Dike °) I 5 Age
9 a Y I.1 f<
W
�
i-[QId-�QVV;r -rMT "�a WPA # Er �)
.e o,
t� [
• f nl..
Plastici
0orrugaled
pip
T 1)
Tc bf
av ,r n
1 :4 I mIr1 t.-I
levei Section
I gure 6.32a, Ofosstoot of wi rnpo rjj s]opla, d miff,
Too -of
If lip , d)
V
WATTLE WITH L L
NOTES:
USE MINIMUM 12 IN. DIAMETER EXCELSIOR VATTL'e.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL GROSS SECTION.
ONLY INSTALL WATTLE(G) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
/ INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND A DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
See Inset A PROVIDE STAPLES MADE OF 0.125 IN. OZAMETEH STEEL FUMED INTO A
1) SHAPE NOT LESS THAN 12" IN LENQTH.
EDGE OF PAVEMENT INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE
EXCELSIOR WATTLE- AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL .MATTING IN ACCORDANCE WITH SECTION 1091 OF THE STANDMD SPECIFICATIONS.
ptic,v PRIOR TO POLYACV1_A.MIDE (PAY) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT
LOCATION, AND FROM 11 FSETE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
MATTING TO BE APPLIED. TO EACH WATTLE,
BACK INITIALLY' APPLY 2 DUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE
SLOPE WATER WILL FLOW AND i OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY
PAM AFTER EVERY RAINFALL EVENT THAT IS. EQUAL TO OR EXCEEDS 0.50. IN.
PAM
(2 OZ.)
ISOMETRIC VIEW
FLOW
2'(MAX.) -21 UPSLOPE
STAKE NATURAL GROUND uSTAKES + PAM STAPLES PAM
(1 OZ.) ,_.._ (f 02.)
�T jr INSET A INSET B INSET C
MATTING 2' DOWNSLOPE
E
STAKE STAKE / pQpi(ySLOPE
CROSS SECTION STAKE STAKE
VEE DITCH` PAM
4
2 IN. �'"`� See inset C 2. UPSLOPE VAR.
STAKE. NATURAL GROUNDFLOW -
\ PAM Us. Inset B MATTING
MATTING T NSLUPE
CROSS SECTIONN STAKESTAKE
TRAPEZOIDAL DITCH TOP VIEW
L
Figure€I', R OI pfpe irdet proteclion plan Mtl' r7 ,1 - k[o 11] V
NC11'I Tel Ormind
mwM
STAPLE
4' (1.2
PATTERN GUIDE
M) WIDE ROLLS
STAPLE PATTERN GUIDE
6.67' (2.03 Phi) WIDE ROLLS
STAPLE PATTERN GUIDE
8' (2.4 M) WIDE ROLLS
SLOPE INSTALLATION
(30CM)
P s
_2„-5-
(5Gm-12.5cm)
NORTH
NORTH
NORTH
NORTH ; \ \\, \\ / y c156om>
AMERICAN
AMERICAN
AMERICAN
AMERICAN ��7�. @
GREEN
GREEN
GREEN
O
�...�............
GREEN :..:.:..';..;::;:>::::>:.>:::.::• :.:.......... (15om> O
EROSION CONTROL Products
OA 4.00 [1.22M]
r
EROSION CONTROL Products
O
EROSION CONTROL Products
EROSION CONTROL Products - W
W
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
I
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
�
4.00' 1.22M
[ ]
Guaranteed SOLUTIONS -- .--
3B
14649 HIGHWAY 41 NORTH ^
EVANSVILLE, IN 47725
EVANSVILLE, IN 47725
EVANSVILLE, IN 47725
EVANSVILLE, IN 47725
800-772-2040
na Tee
www. n cam
8.00' 2.44M
[ ]
®
800-772-2040
www.nagreen.com
3' 0.9m
( )
(1.8m 6'
800-772-2040
www.nagreen.com
www.ne reen:com
8.00' 2.44M
[ ]
j
1
800-772-2040
www:nagreen.com _
2.00' 061M-1,
[ ]
B
O
0 ' 0.61 M 2. 0
3"-
7.5cm
3A
O
3.3' (1.0m)
C
1
F:..............: i-i:-:-i::-i--ii:r::-::•ii:•F::-iiF:-::-i:-
[ ]
3' 0.9m
( )
1 6' 0.5rn
2' 0.6m
4,00' 1.22M
W
T PLES PER S 0.7 S . YD.
A Q
0.8 STAPLES PER SQ. M
6' ( 1.8m)
( )
0.7 STAPLES PER S . YD.
Q
PER
08 STAPLES P S . M Q )
3.3' (1.0m)
©
O
- 1.6' (0.5m)
0.7 STAPLES
(0.8 STAPLES
PER SQ. YD.
PER SQ, M)
OB©
l
d
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
40
1.50' [0.46M]
3.3' (1.0m) -
2.00' [0.61 M]
1
1.50' [0.46M]
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2.00' [0.61 M ]
3.00' [0.91M]
4.00' [1,22M]
i
3.00' [0.91M] ®
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
4.00' [1.22M]
- ®
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED' BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
�2.00' [0.61M]
--
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
2.00'
®
�
-w 2.00' [0.61M]
® ®
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
--m-
[0.61M]
1.15 STAPLES PER SQ. YD.
Ah
Vi I
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
4.00' 1.22M
[ ]
1.35 STAPLES PER S M
Q
( )
1.7 STAPLES PER SQ. YD.
2.00' 0.61 M ]
®�� � [
L WITH APPROPRIATE SIDE
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL H A R TE
(2.0 STAPLES PER SQ. M)
i40
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
-
4.00' [1.22M]
4.00' [1.22M]
I
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" STAPLES/STAKES
®
I 4.00'[1.22M]
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
1.3 STAPLES PER SQ. YD.
1.7 STAPLES PER SQ. YD.
O
1.3 STAPLES PER SQ. YD.
SQ. M)
1.7 STAPLES PER SQ. YD.
STAPLES PER SQ. M)
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
(1.5 STAPLES PER
SQ. M)
(2.0 STAPLES PER SQ. M)
(1.5 STAPLES
PER
(2.0
RECP's WIDTH.
O
NOTE:
2' (0.6m)
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
4' (1.2m) O
4' (1.2m)--_
--�
3.00' [0.91 M]
�
1.50' [0.46M]
1.50' [0.46M]
3.00' [0.91 M] � �
4
20" (0.5m)
0
-10" (0.25m)
Y I
3.00' [0.91 M]
1.50' [0.46M]
® � �
1.50' [0.46M]
3.00' [0.91 M] � � �
0
3.3'(1.0m)20"
0.5m)
��-
® ®
2.00 [0.61 M]
1.00' [0.30M]
®
O 0
�- 2.00' [0.61 M]
1.00' [0.30M]
® ®
4.00' [1.22M]
-�- 2.00' [0.61M]
3.3' (1.0m)
4.00' [1.22M]
2.00' [0.61M]
®®�
1.00' [0.30M]
3.4 STAPLES PER SQ. YD.
3.6 STAPLES PER SQ, YD.
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3.75 STAPLES PER SQ. YD.
(4.5 STAPLES PER SQ. M)
3.4 STAPLES PER SQ. YD.
3.6 STAPLES PER SQ. Yf7.
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
REV. 01 /05
REV. 01/05
REV. 01 /05
REV. 01 /05
R. Joe Harris & Associates,
j Engineering - Land Surveying s Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 F: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
ESS/0 °q`S/'�'�Q°pFES$%�y',':
W�om SEAL z>c�� oW SEAL
C-4168 �eo Zya o 036836 ,�=o
yvvc
°C�,°°CAP/j j�'//°�
®,✓i��Af/`T UG ASJO�r��o� /SJ/'j ®'!
Project Manager
Drawn
I: Bailey
I. Bailey
Department Manager
Checked
P. Murphy
PY
P. Murphy
PY
Print/Plot Date
November 16, 2018
Asbuilt Drawn
AsbLiilt Date
Client
The Johnson Grow Inc.
p,
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest11
Drawing Title:
Erosion Dtails
Project No. Drawing ing No.
2712
DWG Pile Marne;
2712-EC Plans

FLOAT
WATER ENTRY UNIT GENERAL NOTES:
WITH TRASH SCREEN
1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
\ ORIFICE OPENING INSIDE THE INSTALLED.
�-HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
ZEL OR ARM)
BLE HOSE ARTHEN EMBANKMENT
EMERGENCY SPILLWAY PVC VENT
PIPE
TOP VIEW
III=11
SCHEDULE 40 PVC PIPE FLOAT
-III-I
(BARREL OR ARM)
VC VENT PIPE III=III=1
111_111-111=1 I
FLEXIBLE
HOSE
POTENTIAL FOR PIPING CAN
_
OCCUR. PROPER DESIGN
_
TO MINIMIZE DISCHARGE
AROUND PIPE MUST OCCUR.
-
L = 1.4 x DEPTH
�- TO THE OVERFLOW
WATER ENTRY UNIT
MINIMUM LENGTH APPLIES
I
END VIEW
SIDE
VIEW MAINTAIN DEPRESSION TO
DISCHARGE PIPE
SCHEDULE 40
(NO
MINIMIZE CHANCE OF
SCALE) SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
J. W. FAIRCLOTH & SON INC.
FAIRCLOTH SKIMMER°
DISCHARGE SYSTEM
WITH
TELEPHONE: [phone]
EMBANKMENT WLEPHONE: (919)732-124
FAX: [phone]
EMAIL: WARREN O AIRCLOTHSKIMMER.COM
NOTE:
1. IF ALTERNATE SKIMMER IS TO BE USED ON SITE, CONTRACTOR IS TO PROVIDE ENGINEER WITH SPECIFICATIONS SO
CALCULATIONS CAN BE VERIFIED TO ENSURE DESIGN WILL NOT BE AFFECTED.
FLOAT
WATER ENTRY UNIT
/-WITH TRASH SCREEN GENERAL NOTES:
/ 1. PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARGE
PIPE.
2. PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN
CORRECT AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD
CONDITIONS WARRANT A CHANGE.
3. EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.
4. EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTION
ORIFICE OPENING INSIDE THE INSTALLED.
--HORIZONTAL TUBE WITH A 5. EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT THE
CONSTANT HYDRAULIC HEAD DISCHARGE END OF THE PIPE.
6. INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT
MANNER.
7. EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT
SHEET, AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.
SCHEDULE 40 PVC PIPE
EL OR ARM) ARTHEN EMBANKMENT
MAXIMUM HEIGHT OF FLOAT WHEN NO
MERGENCY SPILLWAY OTHER STORM WATER DISCHARGE
OPENINGS EXIST
3LE HOSE (MAJOR STORM EVENT)
INVERT OF LOWEST STORM PVC VENT
1-1 GRATE WATER DISCHARGE OPENING PIPE
(MINOR STORM EVENT)
TOP VIEW -I I LI I LOAT
FLEXIBLE HOSE MUST BE
SECURELY FASTENED TO
VC VENT PIPE W� I STORM WATER THE WATER QUALITY
DISCHARGE DISCHARGE OPENING
OPENING
OUTLET PIPE
LEXIBLE HOSE
- H L=1.4XDEPTH
I- TO THE OVERFLOW
I -I MINIMUM LENGTH APPLIES
WATER ENTRY UNIT II SCHEDULE 40 PVC PIPE
(I (BARREL OR ARM)
END VIEW SIDE VIEW MAINTAIN DEPRESSION TO
(NO SCALE) MINIMIZE CHANCE OF
SKIMMER BECOMING STUCK
DRAWN BY T. R. EVANS 10/10
FAIRCLOTH SKIMMER° DISCHARGE SYSTEM WITH OUTLET WWW,FAIRCLo S MMEER.COM
STRUCTURE TELEPHONE: [phone]
FAX: [phone]
EMAIL: WARREN CFAIRCLOTHSKIMMER. COM
r
10,
-GENERAL NOTES -SEDIMENT BASINS
1.
AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
2.
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
iiI
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING
II(
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. IN THE EVENT SPILLWAYS ARE CUT IN FILL, SPILLWAY SHALL BE
LINED WITH FABRIC & 12" MIN. DEPTH OF RIP RAP OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER.
3.
SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
`
RCP DISCHARGE PIPE
(SEE POND DATA BLOCKS
4.
THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
18" MIN. I (� '�"'
''` ` ' ,;
I• FOR PIPE DIAMETERS)
5.
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
6.
ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER.
`•'' :;•.-;'+
1.1,;
((.
7•
SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION.
8.
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM
) '- ' .
1' MIN.
STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND
CLASS B CONCRETE
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9.
REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN
I
4
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES.
.
RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
1'MIN.
;:.i.�.. :.". ,
10.
THE LENGTH OF THE EMERGENCY SPILLWAY IS TO BE BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL).L-III-
11.
WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES
SHOULD BE P OVIDED IN TH BASIN RE ARDLESS OF THE DIMENSIONS TO IMPEDE FLOW
CLASS B CONCRETE
-- L
qn,
CA
SIC
TOP OF BERM
SPILLWAY
12.
CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED
SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN.
TRENCH WIDTH
-
VARIES
L1.
13.
SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
1' MIN.
1' MIN.
1' MIN.
TRENCH WIDTH
MIN.
14.
FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES, ER05IION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ANTI -SEEP COLLAR
w I II
1 ? III
15.
FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL BE REQUIRED.
NATURAL GRADE
_- I _ _ _ _ _ _ _- I -I . I� I
16.
THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSIONI�
TI HIT( Tr��IIIT I�ir�ICII� " rah-tlll�lrrtll
iL1=ll1=L=' I[I
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
`I
RIP RAP & FILTER FABRIC -III IIMII T -IIhII
ESTABLISHED:
(INSTALL TO TOE OF SLOPE)
17.
WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACED AT THE TOE OF A SLOPE > 10' VERTICAL OR ALONG ANY
CHANNEL OR WATER COURSE WHER 50' OF BUFFER IS NOT PROVIDED.
` '
SPILLWAi10
SEDIMENT BASIliT
-`Initial/Final Basin #100
Initial/Final Basin #200
TOP OF BERM WIDTH
TOP OF DAM
SPILLWAY CREST (L) FOR LENGTH SPILLWAY DESIGN HIGH-WATER 1' FREEBOARD
REMOVABLE TRASH RACK IS OPTIONAL
1'
FOR EASE IN MAINTENANCE.
MIN.
DEWATERING
SKIMMER
RISER CREST (SEE DETAIL) TRASH RACK 3 2
Y
H
PRECAST CONCRETE RISER
SEDIMENT CLEAN
OUT ELEVATION
RIP -RAP APRON
Z
CLEAN OUT
DISCHARGE PIPE (BARREL)
Z/2
STAKE
BOTTOM OF BASIN
D
ti.
ANTI COLLARS
CONC. ANCHOR -
-SEEP
I SIZE, QTY, AND SPACING VARIES
S
SE I ENT BASIN
DATA BLOCK
Outlet
Riser
Inside
Diameter
Barrel
Diameter
Barrel
Slope
D
S
Y
H
z
L
Sediment Storage`
Required
ediment Storage
Provided
Surface Area
Required
Surface Area
Provided
Drainage
Area
Denuded
Area
Riser- Crest
Elevation
rop of Dom
Elevation
3ottom of Dam
Elevation
Barrel
Length
Barrel Inv.
In and
Out.
Spillway
Depth
'Q" 10 Orifice Size
cfs & Inv. In
Skimmer
Size
Basin 100 Initial
2.0'x2.0'
24" RCP
2.22%
1'
4.0'
8'
7'
6'
20'
21,706 CF
84,038 CF
10,680 SF
19,789 SF
12.06 AC
0.44 AC
796.00
798.00
790.00
6Z42'
788.5-787
4. 0'
24.55
2.00"-790
4.00"
Basin 200 Initial
2.0'x2.0'
18" RCP
2.21Z
1'
4. 0'
8'
7'
6'
20'
16,704 CF
75,045 CF
8,582 SF
17,546 SF
9.28 AC
0.66 AC
794.00
796.00
788.00
84.00'
786.5-786
4. 0'
19.73
2.00'=788
3.00"
Basin 100 FINAL
2.O'x2. 0'
24" RCP
2.227.
1 '
4. 0'
8'
7' 1
6'
20'
21, 33O CF
62,782 CF
15,525 SF
16, 350 SF
12.02 AC
11.85_ AC
796. 00
798.00
790.00
67. 42'
788.5-787
4. 0'
35. 69
2. 00 "-790
4. 00"
Basin 200 FINAL
2.0'x2.0'
18" RCP
2.21Z
1'
4. 0'
8'
7'
6'
20'
14,215 CF
74,271 CF
10,364 SF
16,765 SF
8.21 AC
Z90 AC
794.00
796.00
788.00
84.00'
786.5-786
4. 0'
23.83
2.00"-788
3.00"
NOTES: 1
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT. PLAN
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE J
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 1j
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. �z
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING ^
CHANNEL SHALL NOT BE ALLOWED. B O B
r
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
SHOULD BE CONSTRUCTED IF POSSIBLE.
O
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC W
WILL BE NECESSARY UNDER RIP RAP:
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED, NATURAL GRADE W
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM M RIP RAP
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP H �I I�
WITH FABRIC.
OUTLET
L
W
DEPTH
STONE SIZE
Flared End Section 100
14, 00'
16.00'
24.J0" min.
0.45''
Flared End Section f2OO
20.00'
23.00'
16.20" min.
0.60'
Basin Discharge #100
20.00'
22.00'
37.80" min.
0.70'
Basin Discharge # 200
19.50,
21.00'
43.20" min.
0.80'
RIP-RAPAPRONATPIPE OUTLETS
J NATURAL
GRADE
CLASS I
GROUND
BAFFLE INSTALLATION -STEP 1
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
MAINTAIN AND MOVE AS NECESSARY EXISTING STORM AND EROSION RIPRAP MEASURES UNTIL REMOVAL OR
CONVERSION TO FINAL STAGES IN NECESSARY.
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING
TOP OF BAFFLE SHOULD BE 6"
HIGHER THAN THE BOTTOM OF
THE SPILLWAY
BAFFLE INSTALLATION -STEP 2
BAFFLE INSTALLATION NOTES
1. DRIVE STEEL FENCE POST AT LEAST 24" INTO
BAFFLES
SOLID GROUND
2.WOOD POSTS ARE NOT ACCEPTABLE
3. BAFFLE SPACED AS PER PLAN
4. BAFFLES SHALL BE INSTALLED PER NC EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, BAFFLES.
SECTION THOUGH BASIN AND SPILLN(AY"
. - CLASS 1 OR 2
CARRY RIP RAP UP
3' 4' MIN. RIP RAP
I I. SIDES OF SPILLWAY—-,
FUW
/ / x EMERGENCY SPILLWAY 1 F
1�SILT FENCE 1.5' min.
x
� I
RIP RAP APRON THROUGH 2' to 3.5,
TO END OF DISTURBED AREA I NATURAL GROUND
I I \ 3' MIN.
\x x� SILT FENCE
ELEVATION OF BERM AND SPILLWAY
* SEE RESPECTIVE EROSION CONTROL PHASE PLANS FOR SIZE AND CONTROL OUTLETS.
SEDIMENT SKIMMER BASIN
INITIAL PHASE
CONTROL
MEASURE
DRAINAGE
AREA
STORAGE
REQUIRED
STORAGE
PROVIDED
CLEANOUT
DEPTH Z
PROVIDED SPILLWAY
SKIMMER
AREA
ELEV.
I H I
L I
T
I W
I X
I SIZE
ORIFEGE
KIMMER BASIN 50
7,44 1
13,385 CF
26,558 CF
1.75'
1 13,116 SF
1798,5013.51
15'
1.50'
8'
1 5'
.50
2.00"
1 NOTE: MINIMUM BARREL SIZE IS 4" PVC <.
DATE ISESUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
L�k. Joe Harris & Associates,
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
i
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
a``e`'®eaaaaoa��ro,�,
® ��� .CA Rp� ��N CA Rod
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C-4168 z o z o 036836
I
I
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plat Date
November 16, 2018
Asbuilt Drawn Asbuilt Date
Client
THE J AINSON GROUP7 INC.
323 WALNUT STREET
STATESVILLE., NORTH CAROLINA 28677
P: [phone]
Pine Forest 11
Drawing Title:
Erosion Detads
Project NO. Drawing o.
2712
DWG, File Name:
2712-EC Plans EC-1 1

PROPOSED
PROPOSED CONCENTRATION PROPOSED
CONCENTRATION OUTLET (TYP.) CONCENTRATION PROPOSED
OUTLET (TYP.) SILT FENCE (TYP.) OUTLET (TYP.) SILT FENCE (TYP.) CONCENTRATION
SILT FENCE (TYP.) OUTLET (TYP.)
C
SILT FENCE (TYP,) p ,
KN
❑ / I
SLOPE NEW SLOPE NEW i NEW
p HOME PROPOSED/ HOME PROPOSED NEW
HOME PROPOSED
QU ❑ UNDER STOCKPILE" Q UNDER STOCKPILE HOME PROPOSED Q UNDER SLOPE STOCKPILE
0— CONSTRUCT. OU N QU UNDER STOCKPILE, pV
G�mLOCATION J CONSTRUCT. .1i CONSTRUCT.
� ❑ LOCATION 0 -LOCATION
(�� I CONCRETE Um W SLOPE LOCATION m
J4 L WASH AREA CONCRETE m CONSTRUCT. 0 CONCRETE a
m( ❑ _ m� I WASH AREA U❑ CONCRETE , Up
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m in
pin p� m� ��
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❑ CONSTRUCTION CONSTRUCTION
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t to
ENTRANCE F ENTRANCE ENTRANCE ENTRANCE
CONSTRUCTION
PROPERTY PROPERTY PROPERTY PROPERTY
LINE LINE LINE LINE
w
z w z w w z w
NOTE: NOTE: NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE PRIOR TO CONSTRUCTION AND TO BE SILT FENCE TO BE INSTALLED BY LOT OWNER PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED. IS ESTABLISHED.
LOT SILT FENCE PLAN #1 LOT SILT FENCE PLAN #2 LOT SILT FENCE PLAN #3 LOT SILT FENCE PLAN #4
N.T.S. N.T.S. N.T.S. N.T.S.
PROPOSE
it �OUTLET(TDYP.)
CONCENTRATION
�J
m
PROPOSED
btu r-tevct ki rr-.)
SILT FENCE (TYP.)ION
OUTLET (TYP.)
SLOPE
❑
NEW
HOME
PROPOSED
❑
NEW
HOME
SLOPE
PROPOSED
NEW'
PROPOSED
[]0
NEW
HOME
PROPOSED'
CONCRETE
UNDER
CONSTRUCT.
STOCKPILE
< U
O�
UNDER
STOCKPILE
;
❑
QU
HOME
UNDER
SLOPE
STOCKPILE,
Q
OU
0.
UNDER
SLOPE
STOCKPILE
❑
WASH AREA
LOCATION
a m
I CONCRETE
L�
CONSTRUCT.
LOCATION
❑
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LOCATION
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m
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and
WASH AREA
JC
® WASH AREA
m�
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miA
=40
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XXX
ato
do
aLO
SILT FENCE (TYP.)
TEMPERARY
SILT FENCE (TYP.)
n
TEMPERARY
TEMPERARY
❑
❑ ❑
❑
❑ ❑
CONSTRUCTION
ENTRANCE
r•
CONSTRUCTION
ENTRANCE
CONSTRUCTION
ENTRANCE
❑ F�
C ❑ ❑
❑
❑ ❑
❑ --
❑
❑ ❑
❑ ❑
❑y
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TEMPERARY
PROPERTY
PROPERTY
PROPERTY
PROPERTY
CONSTRUCTION
LINE
LINE
LINE
LINE
ENTRANCE
wLU
z
w
z
w
z
J
PROPOSED
z
w
PROPOSED
J
J
CONCENTRATION
-
J
CONCENTRATION
{
OUTLET (TYP.)
OUTLET (TYP.)
NOTE:
NOTE:
NOTE:
NOTE:
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
SILT FENCE TO BE INSTALLED BY LOT OWNER
PRIOR TO CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
PRIOR CONSTRUCTION AND TO BE
PRIOR TO CONSTRUCTION AND TO BE
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
MAINTANED UNTIL LOT IS GRADED AND TURF
IS ESTABLISHED,
IS ESTABLISHED.
IS ESTABLISHED.
IS ESTABLISHED,
LOT SILT FENCE PLAN #5
LOT SILT FENCE PLAN #6
LOT SILT FENCE PLAN #7
LOT SILT FENCE PLAN #8
N.T.S.
N.T.S.
N.T.S:
N.T.S.
DATE ISSUED OIR REV
10/05/18 Initial Submittal to City of Statesville 0
11116/18 Second Submittal to City of Statesville 1
Ilk-
Harris
r Associates,
Engineering • Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction:
Corporate Seal Engineer's Seal
0J%%1111111111/ ®�®r®t m e y l a a i1 j111
-111
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C-4168 e a 036836 =o
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9 ° ° °90< �°°GHQ T'°°°° °Oa°°°.
I
Bailey1.
Department Manager
MurphyP.
p
Print/Plot Date
November • 2018
111Ib
Client
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest 11
Dravviang TI i I :
Erosion Details
Project No. Drawing No.
2712-
DWrA rile Name:
2712-EC Plans

AP ® N.T.S.
( IN FEET )
1 inch = 60 ft.
DATE � ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
'I 'I /161118 Second Submittal to City of Statesville
3=
M- we M-
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
Cit I/
A R CARO !',
/0
..-�cjf ESSi6-..
SEAL 1 oW SEAL
C-4168
*z 036836 ;F: & A
x
L
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Data:
November 16, 2018
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GRO"UP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing,mie:
Initial Erosion Drainage
Area
rroject No. Drawing No.
2712
DWG File Name:
2712-EC Plans EC-1
REV
0
1

41
"c' "STUDY 100-YR FLOOD HAZARD LINE WITH PROPOSED TOPO
. EX:. LOCAL $TUpY 100-YR FLOOD HAZARD LINE WITH EXISTING TOPO
LIMITS OF DISTURBANCE .`•.,�
TOTAL= 23.88 AC±
LQ0 \ \
GRAPHIC SCALE
( IN FEET )
1 inch = 60 ft.
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
'11/16/18 Second Submittal to City of Statesville 1
R. Joe Harris &Associates, Inc.
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
sa�iunea�ii
e��®'nsarra®t
�FESS/pO�%°%9�'�
N�l�° v
q SEAL z o c� ,�
a C-4168 wo`
aw SEAL �d
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o�ti /NG & Sv�a"���
�0�o,e���na�►saa11�
CK
Project Manager
Drawn
I. Bailey
I. Bailey
!Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Bate
November 16, 2018
Asbuilt Drawn
Asbdaiit gate
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P [phone]
Pine Forest 11
Drawing Title -
Final
Erosion Drainage Area
Project No.. Drawing
2712
IJWO File Name:
2712-EC Plans EC-10

— --"w P_o 0
1Y
GENERALNOTES
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ALL REQUIRED EROSION CONTROL DEVICES
SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE THE APPLICABLE PLAN SHEETS FOR
THE REQUIRED EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND MAINTAINED PER THE SPECIFIED MAINTENANCE
SCHEDULE (SEE EROSION CONTROL PLAN SHEETS). ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND. MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL APPLICABLE
UTILITIES AFFECTING THE PROJECT (ON AND OFF SITE).
4) THE CONTRACTOR SHALL CONTACT THE (NC811), NORTH CAROLINA 811, [phone], AT LEAST 72 HOURS IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL
UTILITY AGENCIES NOT PARTICIPATING IN NC811 SHALL BE CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS WITH THE EXISTING
UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION AND REDESIGN (IF NECESSARY). THE CONTRACTOR SHALL NOT
COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY
OWNER.
8) ON -SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS AND A COPY OF THOSE DRAWINGS SHALL BE
PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL NOT BE ALLOWED FOR THIS PROJECT:
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED MATERIAL. "LIGHTWEIGHT" OR HIGHLY
PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR PLASTIC SOILS AS DEFINED BY
THE GEOTECHNICAL ENGINEER. 100% STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS
(UPPER 12" OF SUBGRADE),
10) AREAS CUT TO GRADE (RESIDUAL SOILS) SHALL BE PROOFROLLED (MIN. 50,000 LBS) OR TESTED BY OTHER MEANS TO ENSURE THAT MATERIAL IS SUITABLE FOR
STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY OWNER AND REPLACED WITH SUITABLE
FILL MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER,
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT
NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS MEASURED FROM FINISHED GRADE (TOLERANCE SHALL BE +/- 2%).
12) SLOPES SHALL BE GRADED NO STEEPER THAN 2:1, UNLESS SPECIFICALLY NOTED ON THE PLANS. FOR ALL SLOPES GREATER THAN 2:1, EROSION CONTROL
MATTING WILL BE REQUIRED. ALL 2:1 SLOPES ARE RECOMMENDED TO HAVE EROSION CONTROL MATTING TO ASSIST IN STABILIZATION. SEE VEGETATIVE
MATTING DETAILS ON SHEET EC-8 FOR INSTALLATION REQUIREMENTS
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO NORMAL
SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS -OF -WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM, THE FOLLOWING STANDARDS SHALL BE MET:
A.) SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
B.) AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR MAXIMUM DENSITY.
C.) INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM SPECIFIC GRAVITY.
D.) SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.).
E.) HOT MIX ASHALT TEMPERATURE AT TIME OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS
THAN 220-230 DEGREES).
F.) VARIATIONS OF THE MINIMUM REQUIREMENTS CAN BE CONSIDERED ON A CASE -BY -CASE BASIS AND MUST BE APPROVED BY THE GEOTECHNICAL
ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED BY THE The CITY
OF STATESVILLE STANDARD SPECIFICATIONS.
16) STORM DRAINAGE SYSTEMS (PIPED OR OPEN CHANNEL) LOCATED OUTSIDE OF THE PUBLIC ROAD RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF
THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE
EASEMENTS SHALL BE APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER IS SOLELY AT
RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD
MAINTENANCE NEED TO BE PERFORMED.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN THE INTERNATIONAL RESIDENTIAL
CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN SETUP TO MEET THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS SET FORTH IN
THE INTERNATIONAL RESIDENTIAL CODE.
19) BUILDER SHALL BE RESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR ENSURING THAT ANY ALTERATIONS TO THE ESTABLISHED
DRAINAGE PATTERNS WILL NOT ADVERSELY IMPACT THE RECEIVING STORM DRAINAGE SYSTEM Al DOWNSTREAM PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION TOLERANCES BY AND BETWEEN OWNER/CONTRACTOR, AND
OTHER CONDITIONS.
21) SEDIMENT BASINS #100 AND #200 TO BE CONVERTED INTO SAND FILTER BMP PONDS AFTER FULL DRAINAGE COMING TO THE POND FROM EXISTING AND
PROPOSED PHASES HAS BEEN BUILT OUT.
`STAMP ALL STREET CATCH BASINS WITH STATEMENT: "DUMP NO WASTE, DRAINS TO WATERWAYS"
CREATE SUMPS AROUND ALL DROP INLETS AS DRAWN.
:®
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8224 826 .........:..:::....:.............. SCALE
{ ::....
:'',.:::: z =.... •..:• :: ::'::.: ��.........•' PERTY-80 0 40 80 160 320
::::.• ::...........:: .:. ,..,...:............. BOUNDARY `-:``•.::
.. ....ram ....... �� � •
( IN FEET )
NOTE: ALL SLOPES GREATER OR EQUAL TO 3:1 REQUIRE TURF 1 inch = 80 ft.
REINFORCEMENT MATTING (SC-250 EQUAL OR GREATER)
DATE ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
11/16/18 Second Submittal to City of Statesville
R. o. 111arris ' Associates,
Engineering • Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill; S.C. 29708 P: (803) 8024799
www.rjo(laharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted,
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
If 1111111
CARp� ��H CA/?ol111�o
419<
SEAL �° - °w SEAL
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Project Manager Drawn
1. Salley 1. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date —
November 16, 2018
Asbuilt Drawn Asbtailt Date:
Client
THE JOHNSON Gmkjup, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest11
Overall r in Ian
Project No. DrMving No.
2712
DWO File Narne:
2712-Grading Plan

10/05/18 Initial Submittal to City of Statesville
11/16/18 Second Submittal to City of Statesville
REV
I
A. Joe Harris & Associates, Inc.
Engineering ® band Surveying Planning
Management
127 Be it Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 802-L799
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority`
having jurisdiction.
Corporate Seal
CAIRO'f®'
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,�cK.L..Mv�e®®°
1. Bailey
1. Bailey
Department I II�M
anager
Checked
P. Murphy
Print/Plot�
November 16, 2018
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project -
Pine Forest 11
Drawing Title: Grading Plan 1
Project No, Drawing No.
2712
6VVG Pile Name;
2712-Grading Plan

DA ISSUED FOR
0/0.5/18 Initial Submittal to City of Statesville 0
1/16/18 Second Submittal to City of Statesville 1
`i' r Associates,
. Joe Harris
,,ngineering 0 Land Surveying . Planning
Management
27 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoenarris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing; and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
a®®s�ea�aur�ri� eei►►rlv�iaoh��
eR�l :®`��H CA Ro
CA
o� �O°�OFESS/p ° °%y �i✓ Q�QFESS%N9�L9 ®r�
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C-4168 o 036836 „F
o eoo 000°o(��C` f I �o o coaooeo°O °° Q ®`
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot mate
November 16, 2018
AsbUilt brawn
AsbUilt Cate
cligni
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine r s 1
Grading lan
Project No. Drawing No.
2712
DWG File Marne:
2712-Grading Plan

DATE I ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
11/16/18 Second Submittal to City of Statesville
.d Oew d:" One -Call Center
0
1
R. Joe Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: (803) 802-L799
I'
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
`®a\11111111111j°° ®®®01%J11111111°°°
,%°
��N CA Rp� °os� ®®��N CA Rod ®®
�oo OFESS/p 9: ®®®°QOFESSypi` 9'®®�
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00 cK
SS®��P /�, I���j°LMv�®®
�0°®/lll111111®�®, °®°///1111111®%%
Project Nlarlager
Drawn
I. Salley
I. Salley
Department Manager
Checked
P. Murphy
P. Murphy
Print/'lot Gate
November 16, 2016
_
Asbuilt Drawn .
I Asbuiit Gate
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 23677
P: [phone]
Pine Ore 11�
Drawing Title: — ----
Grading Plan
Project No. Drawing No.
2712
DWG Pile Name:
2712-Grading Plan

1 of 2 2 Of 2
---------------------------------------------------------------------------------------------------------------------------------------------------------
TYPE "All
LOT I 25' PAD DEPTH & WIDTH VARIES VARIES VARIES _ _
�,
R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) R
BACK TO FRONT DRAIN PATTERN SETBACK
TYPE
"A"
LOT DRAINAGE T rr rr LOT DRAINAGE (S.B.>
PROFILE VI TIE TO NATURAL GRAD
MAY OCCUR BEFORE
�o � 20 REACHING PROPERTY
r qw w r¢ w LINE
NU, ¢ N� Q
Ow..¢ UJ 0 ¢ W
o� z oZ) z SWALE IF REAR YARD MEN. 6" HIGHER THAN
0z 0z SLOPE DRAINS TOWARD HIGH SIDE LOT SWALE
QO o }O o HOUSE
Qui QW MPX PAD ELEVATION** VARIES*
- - -
NOTES: \ (TjF
1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE PROFILE OF DITCH ON IO7
2
BREAK AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT. HIGH SIDE OF LOT NgTv�
POINT TIME OF HOME CONSTRUCTION. *FALL AWAY FROM PAD BY SELLER. G!S'g0
(TYP.) PAD WIDTH 42 'MIN PAD WIDTH 42 'MIN 2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% 5% SLOPE AT HIGH SIDE OF PAD F�
BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** PAD ELEVATION WILL VARY BASED ON
EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FOR ***COASTAL AND CHARLESTON DIVISION FRONT SETBACK AND PAD DEPTH
GRADING TRANSITION. — — — -_ — — — —MIN SLOPE SHALL BE 1% - —
0 0
co cfl
HIGH _ HIGH �/ ++ +r L 25' PAD DEPTH & WIDTH VARIES VARIES VARIES
V L
17- POINT POINT
DRAINAGE
R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) FL
W W SPLIT AI PATTER SETBACK
PROFILE VIEW (S.B.) TIE TO NATURAL GRAD
CL MAY OCCUR BEFORE
48" MAX
�IJE YARD SWALE
REACHING PROPERTY
LINE
PROFILE OF DITCH ON
HIGH SIDE OF LOT
0.00 \ 2% MIN, PAD ELEVATION** VARIES*
PROFILE OF DITCH ON 614�MIDDLE OF PAD TO BE I'® -?.1
POSITIVE DRAINAGE MIN. 6" SIDE
THAN HIGH SIDE OF LOT***
1 PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING HIGH SI E LOT SWALE�<
AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT G,Q�OJ
TIME OF HOME CONSTRUCTION. *FALL AWAY FROM PAD BY SELLER.
2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD
BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** PAD ELEVATION WILL VARY BASED ON
EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FOR ***COASTAL AND CHARLESTON DIVISION FRONT SETBACK AND PAD DEPTH
GRADING TRANSITION. MIN SLOPE SHALL BE 1%
w
�s
r
r
W1 (FT.)
z
NOTES: F'
D 6" * THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING " 0 0
STANDARDS: 838.01, 638.11, 8�338.21, 838.27, 838.33, U- ®.J dam. " z
838.39, 838.51, 838.57, 838.63 AND 838.69. Q 0 dri
cc * INSTALL PRECAST ENDWALLS WITH WINGS AND PAY UJ < Z LL �
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838. h O W O (D
1'-O" * � t
USE 4000 PSI CONCRETE. {-- = �
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 Co LL b _J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING Cc O CO
0 I TO ASTM A185 WITH 2" PAIN. CLEARANCE. z "
H2 l H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH a- "
CS/RCP OSHA STANDARD 1926.704. LU 8
H1 H1 I * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
t° * ALL ELEMENTS PRECAST TO MEET ASTM C913.
WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REAAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
6., B" O.C.(TYP.)
8" O.C.(TYP.) REFER TO CHART
REFER TO CHART FOR BAR SIZE uJ
FOR BAR SIZE NOTE: THE MINIMUM! BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
® TO INCREASE THIS BAR SIZE AS NEEDED. 0 o
O
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MIAX.
MIN./
MIN./
RAIN./
MJIN,/MAX.
PIPE DIA.
BAR SIZE
Hl(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
6.50/6.00
1.25
#5 @ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.5016.75
1.50
#5 @ 8"
1.2612.00
3.00/4.25
1.50/2.60
3.60/3.75
6.50/6.76
2.0
#5 @ 8"
1.50/2.60
4.00/4.75
1.75/2.50
4.00/4.26
7.5018.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.60
10.00111.50
3.0
#5 @ 8"
3.00/3.50
5.0016.00
2.75/3.50
5.25/5.76
11.50111.76
3.5
#5 @ 8"
3.25/4.50
6.0016.75
3.25/3.50
6.00/6.75
12.00113.25
4.0
#5 @ 8"
3.5014.50
6.50/7.00
3.25/3.50
6.6016.75
13.00113.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50115.75
5.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75115.75
5.5
#5 @ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00115.75
6.0
#5 @ 8"
1 4.50/6.00
1 7.5018.50
3.25/4.00
1 7.75/9.25
1 14.75/16.75
�On
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1
E ISSUED FOR REV
!/05/18 Initial Submittal to City of Statesville 0
/16/18 Second Submittal to City of Statesville 1
Engineering ® Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, FortMill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
.0111111111111
CAR��'•,,�> e ®®��� CARo
:` \ Ol GS SIQ 'Oo/v� yi„✓ ®�®,\ °AO3C ESS'/oAaO"Y-f%
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✓'�•q'p'�'/Sdc ASsl�� %NNN f f,,YAK °L°°MVR e
°�� I�®'BJ111aonm9e,����`
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
print/plot Date
November 16, 2018
Asbuilt Drawn Asbuiilt Date
`"liex
HE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project,
Pine crest li
Drwain Title:
Grading tail
Project No. Drawing No.
2712
D',i/G File Name:
2712-Grading Plan

NOTES:
1.
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2.
REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3.
RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND. A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
PLAN
4.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE ( FLUSH WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
s,
�?
6.
ALL SUBGRADE.FOR STRUCTURE TO BE COMPACTED TO 95% OR. GREATER.
7.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
z
CHANNEL SHALL NOT BE ALLOWED.
g e B
r
B.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
SHOULD BE CONSTRUCTED IF POSSIBLE.
9.
DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
WILL BE NECESSARY UNDER RIP RAP,'
10.
ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL
MUST BE STABILIZED.. NATURAL GRADE W
NOTE:
FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
RIP RAP
�I
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
H I�
WITH FABRIC.
NOTE: LAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
OUTLET
L
W
DEPTH
STONE SIZE
Flared End Section #100
20. 00'
23. 00'.
32.40" min.
0.60'
Flared End Section #200-
13. Do'
15.00,
24.30" min.
0. 45'
Basin Discharge #100
20. 00'
23. 00'
32.40" min.
0.60'
NOTES:
Basin Discharge #200
14. 00'
16.00'
24.30" min.
0. 45'
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. 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 6'.
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS. SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
RIP-RAPINTO
APRON AT PIPE OUTLETS
PLACE.
2, ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.
3.. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
-
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
BEGIN TRANSITIONAT
_
AT END OF RADIUS
�a
"
PITIES.
J
OUTSIDE DMETER
2'-6- STANDARD GU
z
EXPANSION JOINT
o
o
m
_.
STEEL HOOD CATCH BASIN�3'-O"
-
_
VARIES
(15" MIN)
EXPANSION JOINT
1
p
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
2'-6" STANDARD GUTTER
TRENCH DETAIL
NOTE:
c A
I O R STORM DRAIN PIPES
1. RADIUS
AT INTERSECTION MAY VARY.
CATCH BASIN PLACEMENT AT INTERSECTION
NOTES:
1. STEPS DIFFERING IN DIMENSIONS,
1/2„ I
CONFIGURATION, OR MATERIALS
�
'D
FROM THOSE SHOWN MAY ALSO
BE USED PROVIDED THE CONTRACTOR
-
HAS FURNISHED DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED
1" o
1„
1"
WRITTEN APPROVAL FROM THE
APPROPRIATE CITY/COUNTY
n
ENGINEERING DEPARTMENT.
1/2�
2. ALL STEPS SHALL PROTRUDE
t
1 5/8-
4" FROM INSIDE FACE OF STRUCTURE
WALL.
7/e"
PLA_N 1 Ir-'I�/II/
12"
PLAN
-{
-
SIDE VIEW
1 4•
m
�'n
CAST IRON
PoLYPROPftOI E
wsnc 1 3/4"I
s1�m�a�ooe©
)t��A
SIDE VIEW
N CAST IRON
Prl 1 -L-1
14 1/2-
i I
ELEVATION
ELEVATION
_ L
SECTION A -A
/ '°O` °oO
1/4" 1 1 4" 10•1" o008 BAR
o< o
REINFORCING
I �ooa 000 STEEL
°- PAN
I Ig SIDE VIEW
F--12"------' 12" REINFORCING STEEL NOT
SIDE VIEW 1/2" PLAN TO BE USED IN SANITARY
COMPOSITE ^1/g� SEWER MANHOLES.
ELEVATION
�-
1/4" REINFORCING STEEL NOT TO BE USED
1/4" �IN SANITARY SEWER MANHOLES.
ELEVATION
DRAINAGE STRUCTURE STEPS
-'" I�lua1�1��1�1�Jaaaaaaa4s#tlu."
SHEET 1 OF 2
SHEET 1 OF 1
SHEET 1 OF 1
1840.141 840.14
•
aaaaasJaaaaaa�
aaJ�aia�a
■/lr
aa�aaarumaam�
a®�I
D - i i REINFORCED CONCRETE PIPE
WALL FLARED END SECTIONS
NOT TO SCALE
F
WALL
.WALL- � - : , . �- •:" _
DIA. +1»
DIA. DIA.
A \�
MALL (_ s. •., v: :., ;;: •:.: ; - _-� i
L"- r WALLS E- L -WA.LL
TON3UE OR GROOVE
�-
DIA.
WALL
NcuE
GR
GROOVE
`u"/EIGHT
�,
�
3
C
D
-r-
E
DIA. +1
15»
2 1/4"
2»
070
6"
27"
46"
73"
30"
16"
1H"L
1/2"
2 1/2"
13:0
9°
27"
46»
73"
36"-_
19»-
�4»
3»
2 1/L"
1320
9 1 7»
43-1 2°
30"
73 1/2"
48"
25»
30"--
240G
� 12"
54"
19 3/4»
73 3/�„
60"
� 31»
36"
4"
3 1/�"
5500
15"
63"
34 3/4"
97 3/d`�
7y.
37„_
-' 42"
4 1 /2"
4"
63G0
21 I /2
r 7"
4^ 1 /�"
103 1 f 2"t
GENERAL NOTES:
2. CONSTRUCT TWO SINGLE BASINS WITH DOUBLE INTERIOR WALL.
3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. BASE SLAB SHALL BE MONOLITIC.
5. RCP PIPE SECTION D2 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER
SAME AS OF OUTLET PIPE D3.
6. ALL REINFORCING STEEL SHOWN IS TO BE PROVIDED
AS CONTINUOUS MEMBERS. (NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB)
Y
J-M
Y
OUTLET
PLAN 3- #4 BARS
SLOPE OUTLET �h
I _�
U
Z SECTION "Y-Y '1'5" to 24" i
� V
�o
z SECTION J=J 30" TO 36" PIPE
Lo 0
BRICK DOUBLE CATCH BASIN
15 THRU 36 PIPE
--------------
zz-T NPW__I� -11
�4
3E MONOLITHIC
VG TO BE
1S.
J-M
.'S- 84 RARC
INLET
H00g El.€YiA7I0H
I . MORTAR JOINTS TO BE 112" AND 118" THICK.
F
ME
SPECIFICATION
FRAME GRATEANDHOOD FRAME, GRATE, AND HOOD AS PER
NCDOT STANDARD 840.03
AS PER NCDOT STANDARD 840.03 i
S a
b;
�T
5S �'
�kA „Axe
NOTES: 300o PSl C N R�ITR
ORO FORM, Ny RTS � �� j
2. FLOOR SLAB SHALL 8E FORMED AND POURED. ETF OT NOTES: wITN CRC�T
3. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6"DEEP, STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE WITH NCDOT 1.. BOXES SHALL 8E DESIGNED TO WITHSTAND H-20 LOADINGS
SPECIFICATIONS. 2. USE TYPE "E"GRATE.
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUh160 BRICK PERMITTED. 3, FOR BOXES 8' DEEP AND LESS USE 6" THICK WALLS AND BOTTOM SLAB, FOR BOXES GREATER THAN 8' DEEP USE
6. FOR BOXES 8' DEEP AND LESS USE 8" THICK WALLS_ FOR BOXES GREATER THAN 8' DEEP USE 12" THICK WALLS UP TO 6'. FROM 8"THICK WALLS AND BOTTOM SLABS
TOP. USE 8"THICK WALLS FOR THE REMAINING 6'. 4. STEPS SHALL 8E REQUIRED FOR BOXES OVER 3'-6"DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE
6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK, EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH. WITH NCDOT SPECIFICATIONS.
7. CATCH BASINS SHOULD NOT 8E PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED 8Y THE ENINGEER. 5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER:
E,gy ryry yy p] DETAIL # REVISED 1A$SE T; DETAIL # REVISED
CTY 6/F STATESVILLE STREET ST-4 MAY 2010 ROADWAYS
I
E� CITY OF STATESVILLE ST5
,n°u RY.h�RkLLtiNAf ,N° „RY.AGRK�L,eR<�; Standard Precast
PUBLIC WORKS DEPARTMENT Brick Catch Basin SCALE: SHEET #
PUBLIC WORKS DEPARTMENT SCALE: SHEET #
O��O�' - N.T.S.1 OF 1 GAO`'~ Catch Basin N.T.S� 1 OF 1
I" DIA. HOLES TAPERED TO
STANDARD RING &COVER 1-118" DIA. ON OPPOSITE SIDE
112"
4-112„ �\ TOP OF
COVER VIEW
° A o 0 o A
a 9
p5o o 0 o
B
\45"--y O BOTTOM OF
d COVER VIEW
G RE g,
G \`
3" X 1 PSI CON 314" RAD. TOP
- gppp G1E RAD. BOTTOM
PLAN
DETAIL 18"
3 114" 1�,
SLIGHTLY BEVELED �+
SURFACE TO
.: BE MACHINED 20-1/2" 1-3/8°-- -
0�
A71NN-0UM WEIGHT
383 LBS RA"
° RM III � 3006 I SPECIFICATION -L-`-
�� CLASS 30 IRON MEETING t
`��. WITp O�'C ASTM A-48 21-112" 112"
NOTES: 23-1/2"
1. MORTAR JOINTS TORE 112" AND 1/8' THICK. 26-1l4"
2. FLOOR SLAB SHALL BE FORMED AND POURED. 34-112" -
3. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6"DEEP, STEPS SHALL 6E 12" ON CENTER AND IN ACCORDANCE WITH NCDOT SECTION A -A
SPECIFICATIONS GENERAL NOTES
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK PERMITTED.
6. FOR BOXES 8' DEEP AND LESS USE 8" THICK WALLS. FOR BOXES GREATER THAN 8'.DEEP USE 12" THICK WALLS UP TO 6' FROM 1. ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH,
TOP.
RUE T0 PATTERN, AND FREE FROM PROJECTIONS SAND HOLES WARP AND OTHER DEFECTS.
-
T
USE 8" THICK WALLS FOR THE REMAINING 6'.
6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL. GROUTED AND BRUSHED SMOOTH. 2. .ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT.
Z CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER. 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE "STORM SEWER" CAST ON THEM{
8 DESIGNED FOR H-20 LOADINGS
a�s3CAT$ � DETAIL # REVISED �r�g`fATEsy DETAIL # REVISED
CITY OF STATESVILLE STREET ST-6 MAY20,0 CITY OF STATESVILLE STREET ST-7 -
�INWSIRYAGRK4LNRE�( .'1',UptISiRYAGRK1YliHAf
Brick ®dell Throat SCALE: SHEET# L4 Storm Sealer Frame and SCALE: SHEET#
Catch Basin N.T.S. 1 of 1
PUBLIC WORKS DEPARTMENT
PUBLIC WORKS DEPARTMENT - - Cover - N.T.S. 1 OF L
DATE
ISSUED FOR E
1 D/t35/1 H Initial Submittal to City of Statesville 0
I 1/16/18 Second Submittal to City of Statesville 1 Associates, Inc.
r
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C1.29708 P: [phone]
www.
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
a ass a as a a 11 ► a ► ! 1 a
®'(�
J
CAR N .CAR ��
®°Y
"OFESS
%j0y9�.y
® a Q N9l o o ww0 z
e z `SEALSEAL �o
C-4168 036836 ao
0'-�%'
THE JOH.NSON GMOUP, INC.
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plat Date
November 16 2018
Ashe.94lt Dravm .
Asbllilt Date
Client
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
orrlJvir) Title:
Grading Details
Project No. Drawing N.
2712
C)iC; File Name:
2712-Grading Plan

VICINITY MAP -N.T.S.
V
BMP WAND FILTER 200 (PERM)
TOP OF BERM = 796.00
EM. SPILLWAY = 795.00
PRINCIPAL WEIR = 794.00
BOTTOM OF BASIN = 788.00
/ (SEE BMP-3)
' BMP #200
1 MAINTENANCE
1 EASEMENT
I ' EX. 100-YR FLOODPLAIN
I '
PROP. 100-YR FLOODPLAIN
I
I I
I
\ EXISTING STREAM
\\25' STREAM BUFFER
r TOP QF BANK
c '
i,.•: I I I
I i
I
Irnl \
rn
I \
BMP #100
MAINTENANCE
EASEMENT
240
DATE ISSUED FOR IR�,
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
Know wh;a %
C�annE" One -Call Center
N�� beforeyou ±ill° --
Engineer:
R. Joy Harris & Associates, Inc.
Engineering v Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
Ro
001111111►►111 1%%J1 CA►►►
Ro
^�FESS/pN: tiq'sP �ESSIa
SEAL a w SEAL o
C-41689^ t° 036836 = e
<NG & 5�aP`�`f�®®� yTo
��'d�
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Bata
November 16, 2018
Asuilt Drawn LAsba.flt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title,
Overall BMP Plea
Project No. Drawing No.
2712
DWG File Name:
2712-BMP Plan —

MAINTENANCE ACCESS -
\\ �\
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING �`''•
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE \ .•
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER
7 (BMP MAINTENANCE) AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL. \
MAINTENANCE REQUIREMENTS FOR ALL BMPs -
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
EASEMENT.
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH
THE TERMS OF THE COVENANT, A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A \
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS 791
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. 792�
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN \
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE: ' \ '\. ?90%%
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY �� SAND FILTER1®®
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY TOP OF BERM = 793.00
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION `t.
EMERGENCY SPILLWAY
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO 797.®®
ENSURE PROPER FUNCTIONING OF THE BMP. WEIR = 796.00.. \.
BOTTOM OF BASIN 790.00`.. `':
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION, ` 1' .
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE 25' X 65' SAND �\ MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS FILTER AREA
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY \
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION.
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY .. \.
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:
- CONSTRUCTION PHASE: DEVELOPER/BUILDER
- PROJECT ACCEPTANCE: BUILDER
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER
- WARRANTEE PHASE: PROPERTY OWNER BMP MAINTAINANC'E... '•. \
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION EASEMENT \'"~
6" PERFORATED
DRAIN PIPE
2'X2' I.D. PRECAST STRUCTURE
WEIR=796.00
DETENTION BASIN BARREL
65LF24 RCP 2.31/o i
INV. IN- 733.50
INV. OUT: 737.00
RIP RAP APRON
LENGTH=20 FT
WIDTH=22 FT
DEPTH=37.8"
SAND FILTER SUMMARY TABLE
PEAK CONTROL POST -DEVELOPMENT POST -ROUTING
ELEVATION
STORM EVENT RUNOFF RUNOFF
TOP OF DAM
798.00
100YR - 24HR 81.7€3 CFS 39.33 CFS
796.93
50YR - 24HR 70.52 CFS '15.31 CFS
796.58
1 OYR - 24HR 46.82 CFS 1.45 CFS
795.65
2YR - 24HR 25.54 CFS 0.86 CFS
793.58
BMP PROVIDED ELEVATION
WQV 17,619 CIF 792.43
SAND FILTER 1,625 SIF 790.00
BASIN BOTTOMS, SHALL BE STABILIZED WITH A
WASHED SAND BASE BERMUDA SOD. SODDING
SHALL INCLUDE BASIN BOTTOMS AND INTERIOR
SIDE SLOPES. AREAS OUTSIDE THESE LIMITS
CAN BE GRASSED OR STABILIZED WITH OTHER
VEGETATIVE MATERIALS (FESCUE, PER. RYE
ZOYSIA, ETC.)
SAND FILTER SHOULD BE OPEN SAND AND
CLEAN GRAVEL/STONE SURFACE.
S A
BM'Pk tAND FILTER #`41 Oun
VARIES
DETAIL
TOP OF EMBANKMENT ''A"798.00'
EMERGENCY SPILLWAY "B" 797.00"
- - - -- _- T 144=YR - 24HR ELEV. = 796.93' -- -- --- --
TOP OF SLAB='C" 50-YR - 24HR ELEV. = 796.58' -- -- - -- -
6'
10=YR-24HRELE_1L_=795.fiE- -- -- -- --- -- -
- FOREBAY TOP OF EMBANKMENT 794.00' FOREBAY OQ
2-YR - 24HR ELEV. 793.58' _FOREBA- SPILLV%/AY-793.00'- -- v
OQ� j 6.
WQv ELEV. = 792.43'�--- RM�
TRASH RACK MANUFACTURED BY '�� S�O`N�E�
PLASTIC SOLUTIONS INC. 877-877-5727
(OR APPROVED EQUAL) .f- -- CLEAN OUT Pil.00,
-_T - G" Q HD N D -
PE U DER RAIN
6" (1) ORIFICE INVER
ELEV=792.50�
RIP -RAP APRON 1.00,
790.00
PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
0.50'
",F„ ORIFICE - "D
6 DRAIN PIPE (PERFORATED DOUBLE 788.50'
WALL HDPE)(CONSTRUCTED @0.00%
SLOPE) SCARIFY BOTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT)
"rho,
"B"
.,C"
„D"
F ,
„G"
POND
#100
ELEV.
798.00
ELEV.
797.00
ELEV.
796.00
SIZE
6.00"
INV.
788.50
SIZE
24" RCP
SLOPE
2.31 %
INV. U/S
788.50
INV. D/S
787.00
SIZE
12"
SLOPE
0.00%
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
r & Associates, Inc.
Engineering �- Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
e011111111i!!/JJJ ®®®111111117AJlpJ-
CA Ro
FESS/po % �q� •~o=O° a pFESSl0° q ®�
4 0�
SEAL �d e = tw SEAL zo
o C-4168e w v o 036836 o
>JJJJOI(X ASS ®®�®0��,J'/Ile6lf11®,®0®
Project Manager Drawn
1. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn ,Asbuilt Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
t°€'936ct �.---
Ind Forest 11
Drawing Title -
Sand
Filter #100
Project No. Dralming No.
2712
DWG File Name:
2712-BMP Plan

MAINTENANCE ACCESS -
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER
7 (BMP MAINTENANCE) AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL.
MAINTENANCE REQUIREMENTS FOR ALL BMPs -
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
EASEMENT.
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH
THE TERMS OF THE COVENANT. A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE.
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE.
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO
ENSURE PROPER FUNCTIONING OF THE BMP.
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION,
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION.
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A'PROJECT SHALL GENERALLY
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:
- CONSTRUCTION PHASE: DEVELOPER/BUILDER
- PROJECT ACCEPTANCE: BUILDER
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER
- WARRANTEE PHASE: PROPERTY OWNER
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION
and iR r
Minnance and Schedule
aA
SCHEDULE
Inspect banks and surrounding drainage areas
for erosion and stabilize if necessary.
Monthly
Street sweep parking lot
Quarterly
Trash rernoved
Monthly
Inspect outlets for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation chamber
Yearly or at 50% full
Street sweep parking lot
As needed (expect 3 years)
Grass Sand Filter Only .
Mow basin to recommended height in alternating
patterns to prevent compaction and prevent weed
growth. Bag clippings to prevent thatch build-up.
Weekly to bi-weekly, during the growing season,
as needed other seasons
Light fertilizing to establish healthy roots
Only during the first 2 years
Aerate and dethatch basin floor
Every 2 years
FOREBAY SPILLWAY
12" PERFORATED
RISER
UNDERDRAIN
BMP SAND FILTER #200
TOP OF BERM = 796.00
EMERGENCY SPILLWAY = 795.00,?
'
WEIR = 794.00
BOTTOM OF BASIN = 788.00
30'X 35' SAN D
FILTER AREA
BMP MAINTAINANCE
EASEMENT
2'X2' I.D. PRECAST STRUCTURE
WEIR=794.00
DETENTION BASIN BARREL
84 LF 18" RCP @ 0.59%
INV. I N : 786.50
INV. OUT- 786.00
/
1
RIP RAP APRON
LENGTH = 19.5 FT
WIDTH ® 21 FT
DEPTH 43.2"
EX. 100-YR FLCOODPLAIN
PROP. 100-YR FLOODPLAIN s
a
1
MH #201 -
............ Nf�
1
1-00
6" PERFORATED
® i DRAIN PIPE
- . - 20' EMERGENCY
\,� • -'` - � �� _ �,�� , SPILLWAY
_-
GRAPHIC SCALE
-20 0 10 20 40 _ 80
UULIt;ust"kj` uI�iIrCt;1IUIl dIlU UlUdIIULIL
lvlzaitulty
( IN FEET )
Unwanted vegitation and trash removal
Monthly
I inch = 20 ft.
Inspect for structural damage, leaks, etc.
Yearly
Inspect/exercise all mechanical devices, valves,
Yearly
etc.
Evaluate sediment level (remove as needed)
Yearly
BMP S ND
A FILTER "20"'
Security
As needed
VARIES
SAND FILTER SUMMARY TABLE
Am N.T.
PEAK CONTROL
POST -DEVELOPMENT
POST -ROUTING
ELEVATION
STORM EVENT
RUNOFF
RUNOFF
TOP OF EMBANKMENT "A" 796.00'
EMERGENCY SPILLWAY "B" 795.00'
- - - - - -
TOP OF DAM
796.00
-
'I OOYR - 24HR
64.38 CFS
4.47 CFS
794.15
- -- --
--
109_iR - 24HR ELEV. = 794.15
TOP OF SLAB-"c° -- - -- - -
--
-- - -
----
- 50-YR - 24HR ELEV. = 793.83' - - -- ---
- -
-- ---
50YR - 24HR
54.93 CFS
-1.52 CFS
793.83
791,94
OQ
N
FOREBAY OF EMBANKMENT 792.00'
10YR - 24HR
35.27 CFS
1.13 CFS
- _-- -
-- 10-YE _ 24Ha ELEV_=Z91.9�_- TOP
--
- _EOREBAY
pe
��
O
FOREBAY SPILLWAY 791.00'
2YR - 24HR
18.32 CFS
0.56 CFS
790.21
;
- 22YR - 24HR ELEV.=790.21' -- - - - --
-
_ -
BMP
PROVIDED
ELEVATION
- WQv ELEV.=789.31'pRM�P�ER
WQV
'11,797 CF
789.31
TRASH RACK MANUFACTURED BY
PLASTIC SOLUTIONS INC. 877-877-5727
:;7x
'��.
CLEAN OUT 1.00'
SX
(OR APPROVED EQUAL)
-
SAND FILTER
1,050 SF
788.00
6" (1) ORIFICE INVER
C "G" HDPE UNDERDRAIN
ELEV=789.50�C
BASIN BOTTOMS, SHALL BE STABILIZED WITH A
RIP -RAP APRON
788.00
1.50
1.00,
WASHED SAND BASE BERMUDA SOD. SODDING
SHALL INCLUDE BASIN BOTTOMS AND INTERIOR
PROVIDE RIP -RAP APRON
SIDE SLOPES. AREAS OUTSIDE THESE LIMITS
FROM DISCHARGE PIPE
CAN BE GRASSED OR STABILIZED WITH OTHER
0.50'
VEGETATIVE MATERIALS (FESCUE, PER. RYE
eF
ORIFICE-"D"
ZOYSIA, ETC.)
6" DRAIN PIPE (PERFORATED DOUBLE
786.50
�
WALL HDPE(CONSTRUCTED @0.00%
SCARIFY BOTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT)
_
�=1 � I=� � I-
t> p � ._.-/
SLOPE)
SAND FILTER SHOULD BE OPEN SAND AND
11-
�_Z._. �,
CLEAN GRAVEL/STONE SURFACE.
T)
-�1I=1II=1.�: 1=rr-
A' ,
��Bo�
�,C��
"D„
"F"
"G"
POND
ELEV.
ELEV.
ELEV.
SIZE
INV.
SIZE
SLOPE
INV. U/S
INV. D/S
SIZE
SLOPE
200
796.00
795.00
794.00
6.00"
786.50
18" RCP
0.59%
786.50
786.00
12"
0.00%
DATE ISSUED FOR RE'
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
R. ®e Harris & Associates, Inc.
Engineering . Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
C���I�Q�'0000� eeeeee,- ° CA RO�,,0000
ESS/°�9��'°i®���°°OFESS/
om SEAL. = aW SEAL ze
c C-4168o° z 036836
may' �F�'/NG & S��°��,�`�'•:` ' ,9� �� � °'Q� �:
x, K °L
sane � /� una
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy I P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn Asbuilt Data
C""liaal$ The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Ins Forest ! i
0), 11v]ing 11Y1e: �-
Sand Filter
Project No. Drawing No.
2712
DWW File Name:
27'12-BMP Plan

6'
i 1
CF
SII
TOP OF BERM
SPILLWAY
POND BOTTOM
6" PERFORATE DRAIN PIPE —' PLAN - 2'X2' I.D. RISER RIP RAP & F
SCALE: NTS (INSTALL TO i Ut Ut- S1-Ul't)
3'X3' O.D. PRECAST RISER
SCALE: NTS
FILTERSA
IL
SAND FILTER 1 - OUTLET STRUCTURE
6'
TOP OF BERM
BERM
•" PERFORATE DRAIN
b--
High density
polyethylene
structural plastic n VIPW
2
18" RCP 11
� ` 1
i
6" ORIFICE
w
0-
MANHOLE ACCESS o
TO BE PROVIDED
PLAN! - 2'X2' I.D. RISER
SCALE: NTS
(All 4 sides) F, Precast concrete riser /
Elev. B
OR AS RECOMMENDED BY MANUFACTURER
(CAN BE LESS THEN MIN. DEPTH SPECIFIED)
SOME FORM OF TRACK RACK TO BE PROVIDED OVER THE 6"
DIAMETER ORIFICE AT SIDE OF STRUCTURE. TRASH RACK DETAIL
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY.
Trash Rack Assembly
AT ROOF TRASH A
(NTS)
2'
6" (1) ORIFICE
SPILLWA
TOP OF BERM
SPILLWAY
POND BOTTOM
$ [..*— in,
J NATURAL
GRADE
P & FILTER FABRIC
BERM
i
FILTERSAPID 0 SPILLWAY
10' d_ I
) NATURAL
E
CA
Slt
TOP OF BERM
SPILLWAY
NATURAL GRADE
RIP RAP &F
(INSTALL 5rHo i 1 Ut Ut- �LUFL)
SAND FILTER Ny° FILL "Y'
I� 10 —1
) NATURAL
E
CA
SI[
TOP OF BERM
SPILLWAY
III III -
NATURAL GRADE
NATURAL GROUND
I-
1I
RIP RAP & FILTER FABRIC
(INSTALL 5' PAST TOE OF SLOPE)'
SAND FILTER#200 EIVIERGENCYSPILLWAY
e.
D REINFORCED CONCRETE PIPE
I �
_. WALL FLARED END SECTIONS
NOT TO SCALE
III I:
CLASS B CONCRETE
lil I E
RCP DISCHARGE PIPE
1 - ,.:. (SEE POND DATA BLOCKS —
I FOR PIPE DIAMETERS)
18" MIN.
i III I�
.4, WALL
III a : III: 1' MIN. A
q
CLASS B CONCRETE WALL
"
DIA. - 1'
1' MIN. 4: ( DIA. — DIA.
WALL
—TONGUE aOR GROOVE MALL—¢ E 1--WALL
TRENCH WIDTH
TRENCH WIDTH TONGUE
1' MIN. V MIN. —(
1' MIN. DIA. WALL OR WEIGHT A B C D E DIA. -I-1l
GROOVE
15" 2 1/4" 2" 970 6" 27" 46" 73" 30" 16" l
ANTI -SEEP COLLAR 18" 2 1/2" 2 1/2" 1340 9" 27" 46" 73„ 36" 19" _
24" 3„ 2 .1/2„ 1820 9 1/2" 43 1/2" 30" 73 1/2" 48" 25"
30" 3 .1 /2„ 3„ 2400 12„ 54, 19 3/4" 73 3/4" 60„ J1
361, 4" 3 1/2„ 5500 15" 63" 34 3/4" 97 3/4" 72„ 37"
42" 4 1/2" 4" 63(0 21 1 /2 67" 41 1 /2" 103 1 /2" 76" 43"
DATE I ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
11 / 16/18 Second Submittal to City of Statesville
EV
0
1
R. Joe Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fott Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
041%1111111111j� ®®®511111111111.,
CAR0
CA /yo
9�FESS/pN �9 ''p r®` ��o °�pFESsy0° �y
o�
8m SEAL %w SEAL zg
cam
C-4168� r o n 036836 o N
;/S& ASS�e,\P`® //,/,/,/CK °La° 0%%,",®®
/1111111 / '9 ®111111111"
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn
Asbuilt Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine r st 11
Drawing Title:
BIVIP Details
Project No. Drawing No. —
2712
DWG File Name:
2712-BMP Plan

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14�70.90
DATE I ISSUED FOR I REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
CARO
°oFE.SS/otia?q -;
�` ��� �OFESsj0
e QQ` 9�L
JpQ �9 y
ro
®�eM. SEAL �<�"
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®erasel,nt�,�
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Pant/Plot Date
November 16, 2018
Asbuilt Drawn
Asbitilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest II
Storm---
1 0
Project No. Drawing No. --
2712
DWG File Marne:
2712-Storm Profiles

1
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ORM 203
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DATE ISSUED FOR R-EV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
:r Harris Associates,
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C.29708 P: [phone]
www.rjoeharris.com
i
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
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a c C-4168 j, 036836 45 m
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I
I
Project Manager
Drawn
1. Bailey
1. Bailey
Manager
71 Checked
Murphylepartment
P.
y
P.Murphy
Print/Plot Date
November 16,
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Draping Title:
Storms 101 - #1081
2 1 - #204
Project No. Drawing No.
2712
CVVO File %learnt,:
2712-Storm Profiles

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CULVERT
Ex STORM MeDIFICATION
DATE I ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
Nt ,
R. Joe Harris & .Associates, Inc.
Engineering Land surveying planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CARPI ,.'�� CAR6l''�,.
I ♦ I
�sS/oN q,% vgQ�oVESS/oy°'y
SEAL zsc; o <w SEAL �e
C-4168
036836 �,=o
.s8c /CK L . My
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot gate
November 16, 2018
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P'. [phone]
Project -
Pine Forest 11
Drawing Title:
Storm
Project No. Drawing No.
2712
DWG File Name:
2712-Storm Profiles

DATE ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
111/6/18 Second Submittal to City of Statesville
I
P �N
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8558 8052 SF 7200 SF � D II w � F.........ar.X....;... o
ro p l_ --- ® 59` i 7679.E ....,
7613 SF : DG 30 ••"' o "-
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B - ...................... S
I :TDS = 2.86' I = �..•• SLAB cn co 7< .• t� o O � � .• _ _ ..:.......... + \
PG 866.28 PG TDS 1:45 PG 850.32 7802 SF T ,�, g3
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r �I 1 PAD 52'X70 B12 1 _ =50'X"l0°:` l B =-- r". 0.�5 a , , Q C�
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TDS.= 0.51' •'-:-• 4..••
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P 7DS
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( IN FEET )
1 inch = 40 ft.
WU
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U tit U PVI ELE : 828.60
z q N_ m U> U> K: 67.26
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° W °' - -__ --�- ------ �_.W W the
Q 06 ° $3' 8" RCP ' m W
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W o > PVI STA: 2+22.97 LO N oLO N
Z d-n w PVI ELEV: 852.08 „ -- -
8 RCp �00 W
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PROP. LVC:100.00 w,. U U _ L) U
m m m \ `Cu
15" RCP CB 129 rn o rn o J U
INV = 860.2 + N � N to
o 2.28/
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m \ W W I \
CV �ii 78n
PROP. RCP
N
EXISTING GRAD 0 15,, CID r
U \ INV 827.59±
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PROPOSED RARE
18�� RCP CB 125
1 0
U PROP. qq„Rc CB 128 U PROP: 24
850 - - INV-- +-- - l -- - --- - - - - ---- - -- - - - \ S��ReP- -R---
INV = 821.28±
02
m -
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_ 840 - - - - - ---- - -- -
- i 840 - - - - -- -
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PROP.
15" RCP
m INV = 83 .41± U�
M m HOR. SCALE:
-- -- - U $0v' --- --- ---- - - - 40 0 20 40 ..
0+00 1+00 2+00 3+00 4 00 5 0 6+00 7+00 8 00 9 00 10100 IMEM
1 1 inch = 40ft.
ti N �J pNj L0 N cXW 0 co o0 tK7 00 o cr) N r� t9 co l`- N r N c m o v tr) d N u 00
_- u? c0 00 0 � � � VER. SCALE:
r N o (fl �r r j tat csi ch CJ r� co r i CV Lq
r Cat n Lf) ch c rn ti d N O rn o6 co d
t Q cU L !c) to co � to s� d b`r v� �' co M ire Cl) M M N CY) N Nw N N N 4 0 2 4
00O CO co d' W d' W CI- W ('7 W C'7 W
ap COop 00. W CO 00 co 00 Oo 00 W 00 W 00 W 00 W 00 W -- W - -��00
1 inch = 4ft.
N eaaaC t A One -Call Center
Erlgjrl �t':
a.
Know whars below.
Call
al beforebeforeyou dig.
k'.
R. Joe Harris & Associates, Inc.
Engineering - Lana Surveying • Planning
Management
127 Ben Casey Drive, Suitef01, Fort Mill, S,C. 29708 Y: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and
related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
A,o111111111$141
CA Ro
{�a®®Ii1if111r�)®�I
CAR
0......
ON ° 9
°e� 0yq
Q
�mm SEAL z8ci®
.�_ a C-4168 r
ow SEAL
d a 036836
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn
Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Or st 11
Cotton Field
+ . - 10+00.00
rJroj �sdt No. Drawing No,
2712
OV/ta File Name:
2712-Road Profiles

5' PLANTING STRIP PROP: VALLEY 2' C&G -
g8/ _- Dc ..- fpAD 50', X70 j PG.. 840.52
' 1 szs. 3 3: 4�3 PAD = 50 X.70'
-
\ 70' 17 .. PG 841.17 StAB..... .......
[i PAD = 50' X pr,.84.1, i ........ SLAB
w Y . �M :PAD = 49' X 70' PG 839.41 = 0:46;` 1Z � .. ...-TDS
1 v o •. W 1 PG 835.45 TDS = 2.66'
30
13It W
° I TDS = 2.48'� 29
7151 SF x I I 1 27... -2 7200 SF 6840 SF
N o 26 _ ::....? 2®D-`SF
7200 SF
i 6 .4 7736..F .
l
1. ..............
26'
o 5i0'
`---. 14 W N
46.. ! 840
6292 SF � - `X
:.......
! 830 828'
26,•
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7028 SF-.. o.12155 SF 1
•. U�,, P.
�� 4✓ ®° • �;'' 90 �'2d ... ............................. ® ... ..... ............
\ °�, CV
.. 39 -
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2.63
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16...................1 B 106
AD ;
42' /
.. 8278 SF :. :,.,................. .. . bG 24
00
s
.• i .... .... osz° ''� �. � `� _._. --17.61_ \... lam•• /:
\\ 517.75
17. 0
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1 �
7673 SF `0ec, R=45dou6' _ A ..
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u
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A13 II'
t , _
10 pro ` - �' _ s r-
•' •'��B 103 �jnr�
81 .93 \ 12893
. �j E
CP
...........:.': ...7473 S f � •• TppG'�22 X)�, •,..5`"51D W K �� �" �`:�. �'�,-:::�`�'" �; /-'� .• '-
/ 10
GRAPHIC SCALE
:. 7493 SF •'
r
:
\ \ 20..••.. 4 P05� 40 0 20 40 80
SF
( IN FEET )
1 inch = 40 ft.
--- --- - ---- - 1----- HO - -- -- - -- - --- --
CLyy1 9
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- ---- - - — - 820 \ -- --- -- - - - -- — -- — -
EXISTING GR/ DE - I
PROPOSE GRADE
CB 125
PROP. i
-- — 810 I 5-RCP—
INV = 821.28±
0 2�•"/ C CB 105
m „ RCP —
PROP.
24" RCP
INV = 812.86
v RC
- — _ — - -�;-- o ----- — -- --
800
m
co
0
HOR. SCALE:
0— — -- -- --- ----- — -- 40 0 20 40
10 00 1 0 12 00 12+27.82
1 inch = 40ft.
o o (0 VER. SCALE:
CUV N N ai z- Y - Cp
00 co coN co � 00 c- � r 4 0 2 4
co 00 00 ao
- ----- - — - - - — -- _.- �- 1 inch = Oft.
ATE f ISSUED FOR I19EV
'10/05/18 Initial Submittal to City of Statesville 0
'I 1/16/18 Second Submittal to City of Statesville 1
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
®`N 1 CA f>'O����s,� CArRO''�es��
m o r,•, SEAL z°e oWti SEAL
C-4168 doe ovI 036836 ,�zo
Project age r
Drawney
Manager
Checked
P. Murphy
MurphyDepartment
P.
Date
November 16, 2018
Client INC.
THE JOHNSON GROUP,
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
ire Forest 11
Drawing Title:
Cotton Field Dr O t"
+0 ® 12+27.82
Project No, Dreovin g No.
2712
0WO File Marne:
2712 Road Profiles

�� \ .... / . . D 3a J
\ \ . /• �o,. „r - 53.00'\S0' t;?J 4,3 / DATE
4 ®1
7200 SF / j 0/05/18 Initial Submittal to City of Statesville 0
5+pp o "`` 850 A �. \ / / 11/16/18 Second Submittal to City of Statesville 1
7200 S F
4..,
f � 0 \
7200 SF.
T \ 0 84�s
14
A \
B21 S,'�9
.•' �. ':�<y / \', Q aaz 8 jp. 7�'00 SF
/ /' ..••'' e�i / : • •..........,.... � '�, rye'•': \`� .
842
\o/ce 1/
ry \ S/O / / \:• \ 41.93\ S0. 93 38 ,
j I a 53 \ ` (9 ° 7200 SF
' / 862.gq1 Qe 9697 SF ;' 6851 SF \,'' _ 841.59 O \ 84 1 r \
� ^p f 840.58 -,\ A AOS \ \
%C 4.! EO / \. \� �\ Qeo a \ 839.22 7200 SF. .
o>s a_
-� 36:
•`• � \ / d'O �i �' I as1.13•..........•Q� 2 5183,
aso.i, 12317 SF . `•\�>01-7200'SF 4
a Toss
pG 1 % �, �; 1 ��,� \.`�\ nowwh is
CB 209
:' lC - \ `,C OQO \\ S°. SO' 1J�vYQ Cr�o2Lo-aOne-CaIlCenferCall before YOU dig.
4>
855$ SF 6853 SF cP sacs
�/0 Engineer
\ \ 2 8 50 / \;, \ PROP. VALLEY 2' C&G
o ✓ \ -- 12090SF w1 DG �\
65 \ 5' PLANTING STRIP
47
685 4 S
:rh
�N `, ......... I DE K
' � 5' SI WAL
\<i s,, GRAPHIC SCALE Q o .,
AQ` 6 \ / 856.64 l..•� �Q`C�S 286 qY"t
-40 0 20 40 80
30j \ 18 /
/ .90
�l, <
p c\ O A ( IN FEET )
F °�� g�®\ `o\ a 6eB 128 ..\1 inch 40 ft.
870- _ .---___HIGH:P-T. S.TA; -+60.8 - --- _- -.- -- ---
HIGH PT ELEV: 862.03
PVI STA: 2+ 1.24
PVI ELEV: 8E 3.29
K: 18.65
LVC: 150.90
coo LO W UJ
O -+ 00 +
06 � � U > T U > '"
ogoo ' m m w w U')
z0 0 /
wo
z_ o
WEZ� ! \�
U)F-oj / `
w ¢ ¢ w PVI STA: 5+01.56
z = U) w j PVI ELEV: 851.41 EXSs-fi�JG • RADE
- 860 - - - - c2.5$ - ---- - -- - -
239% LVC: 'fJQ�00\
LO LO
+00
-2.08- bi `+
ssso >m >�,
m w `
PROPOE ED GRADE
PROP.
15" RCP \_CB 120 \\\
INV = .7
- 850 15 sR p `
v
'` cl
PR CB 220
15" RCP --
INV = 846.ti8± u. W PVI ST 8+5i_56
z Q PVI EL V: 838.28
i O w � °o K: 9.74 �
1 + o LVC: 100.00
waz
L0 c° uo' °�° \
m W Q F > o v o LOU q Z = � W CO + oo
1Sq w w
Rip > m > w
co w
ROP. CB 219
15
INV = 838.
1 „RCp
co
N
'ACA
CDyg„Rcp Soon HOR. SCALE:
- 830 - f- - - - -- v ---- - - - 40 0 20 40
I
4
1 inch = 40ft.
0+00 1+00 2 00 3+00 4 00 5+00 6 00 7 00 8+0 9+00 10 00 VER. SCALE:
4 0 2 4
rn �2 cd Lfi N Ll N- -- N o 5 N o cry LO N N rn C� N w (7 �` ---_-__ i,. M P` N 0) r (D c 0 LO rLO
5
-_- p� -_ TE% - ET E"i _ Imo'--. _ � _ _ Imo` co -� �- -. �.-- _-_ ..�.I-_--- - C� _ _ .- .00
G(6 or} r �`trn ELir oN CG±r nrn �r fir- ~ET ��h d Eri �c� a �i r`O r �{j f Ci f m�
uo c9 ul co (0 EE) 'n (0 En �, �+� � Ln r v t �r 06 �1 E1 N 1 inch = 4ft.
u7 ao to CO co C4 co �O co LO w v NT o �Y w d w eo ee C7 00
C0 00 ao W 00 00 dJ 00 c0 00 00 co 00 00 c0. 00 0 °o 00 00 c0 00 00 W 00 c0 00 00 co 00 00
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Segal
a®®rm1 a a a a ►►►ev,
CA
awe>>►► e a a a i l l,4A
oya
_SS/p ° e�y�';
Nv
f ESSJ�
9
°m SEAL ��a
. a C-4168 ^
°Ww SEAL Z<
m - 036836 ,�=o
Project Manager
raw n
1. Bailey
Bailey1.
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November i
cliani
THE JOHNSON GROUP,INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA:28677
P: [phone]
Pr►,)jett:
Pine Forest 11
Heart Pine Lane
0+0 .0 - 9+50.00
Project No. Dr,11,13�r10 N �f).
2712
f3WG File Name:
2712-Road Profiles

DATE I ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
11/16/18 Second Submittal to City of Statesville
F! E- V
3F
38-
7200 SF
..........
0 .6 9 6,
6- 37'-
\72 00 SF
REMOVE BARRICADE &
p TIE TO PINE FOREST I
36:
AM
-7200SF
co
Cf)
PROP. VALLEY 2'C&G 00 0
5'PLANTING STRIP
..... > PROP C13 TO PHASE 1
0,
5'SIDEWALK
35 .........
147.26 LF 24" RCP CULVERT @ 8.15%
9158 '�'--F
INV IN: 806.00
V,OUT: 794.00
>
.9,
B 20
65
128.2
0
6854 SF
Ui
..........
(IV
: J
4)
79?5 SF
>y/
\34
4
(11?
GRAPHIC SCALE
—40 0 20 40 80
840 IAI
( IN FEET
1 inch = 40 ft.
n
<
0
CL PVI STA: 11+56.18
�
U- W co PVI E�EV`�,62�.
LD 04
z
0 Z --K�-100.42
LVP: 100.00
F- W
Z C)
Lu CL Z OD
00 "It 72 Nr
W W — 9
8-30— —W W f� 0-11--- 6- 04 0 N
(0- -01— - ----La\ALPT -13-+aa-62—
ry
W < > C) 00 + 00 LOW P ELEV: 815.09
U) U) F- W 6i L PVI S :13+56.76
(0 w 0 PVI qLEV: 811.00
ui
00 W K 15.00
M W LVIL 226.27
N G)
o')
+ 00, + 00
Au
—CB 208 E ISTING GRADE >
P 18��P.Cp CE) > U W
LL W
INV 823,03± L C
L <
z
W
0 W
>
<
80
820 ) + co
Woo
z
0
1= 9 >
(W-1 -W,
fax Q) Ima W
PROPOSE E GRADE
00
18" RCP
LO
CD CP
CV mot• C14
PF OP.
24'RCP
IN' I= 806.96-
N
24" RCP SOTRM CULVERT
STA: 13+46.81
—1 NN 42
80
co
LU
0- HOR. SCALE:
0 40 0 20 40
10 00 1100 12-00 13+00 14-00 15+08+15.99 �-.,-
0 1 inch = 40ft.
ct,
LO LO LO (0 C\1 M r-
00 LO LO 0) LO CD . -I-
(1) 00 C\1 .!�2 VER. SCALE:
CD 6 cn � M L6 CN L6 0) co (6 'r Z� Lo L6
(,5 (0 C5 04 (N N Cq
N C\1 C�j Cq 4 0 2 4
00 00 11 00 00 Co 00 co 00 00 00
00 00 CO CO 00 00 00 00
I inch = 4ft.
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor
to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
%11%J1111111', 11,
CA/?o
00111111111,411
4/
.........
-oV ESSI,
SEAL <-,
S C-4168
3 SEAL
036836 ;iF:
.7
,P e
YNG & S
Project Manager
Dray in
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn
Asbuilt Date
clicint
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
P r f) i ,,, C 11:
Pine Forest 1�
Drawing Title:
Heart Pine Lane Coat'd
9+50.00' - 15+15.99
Project No. Drawing No.
2712
DWG File Name:
2712-Road Profiles K

ra ra I ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
11/16/18 Second Submittal to City of Statesville
il= F V
0
1
O
0
o_
O
5' PLANTING STRIP
5' SIDEWALK Z
O
co
58 57 .... 56 55 54 53
. 7802 SF, 7200 SF 7200 F 7200F., 6481 SF 6851 SF ¢
z 'W o
LL CII 1 6 \
w :0
i 8a .1 B _ fiDS = 0.56' SLAB SLAB SLAB SLAB SLAB I i o 66 / 4
fl 2
ly
p /
f fj P.G 845.91 PG 845.32 PG 846.56 PG 847:11 PG 846.76 PG 846 27 fr
PAD'= 50' X 70' PAD = 50: X 70' PAD = 50' X 70' PAD = 50' X 70' PAD = 44' X 70' PAD = 42 X 70' ` C� 21q fj a p 0(
U N t` —
C, o X 84$ 0
aLo-
...__ _..._ r 0. d I l
h C6 115 LO
a .:
v 41.02 0 841.59
I 111 ° II 1.25/ I s�
' 0+100 1 p 2 0�� 3+00 4+00 4 77 x o
840.8 I
a4o�o- I— — -- -12-2 26 -50 • J- —I 84o- 8 '' I �
o o \ o zo o
o 041 �. b I --- — -- _ -- _ 439 0.
co
T _
.8v� M' �Z _. — 839. 2 L
-644
I U
LO
j \ PAD = 49' X 70' PAD 50' X 70' \ PAD = 50' X•.70' PAD = 50' X 70' PAD = 45' X 70' P D = 42' X 70' ,~(co N
a3as PG 844.03 PG 845.30 PG 846.55':. PG 847.11 PG 847.11 PG 844.47 �! `3
TDS = 2.65 SLAB SLAB SLAB SLAB TDS = 3.10' co 720(
to
bp
_A.59A^ ^ 60�. .r.61A_ _w 62^^ RA 63qo �" • 64
PROP. 2' C&G
GRAPHIC SCALE
—40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
-- --- —--- 860- - - -
EXISTING RADE
HIGH PT. STA: 2+76.06
HIGH PT EL EV: 844.95
PVI STA: 2+99.21
- — 8-50 - — - - --- PVI ELE : 846.26
K' 30 Q
/ LVC: 200.00
N N °0 1 Q
zOrn
¢00 Mco O
0o zg�
oo w w o
o> > °oov Zey.
U(4o ° m °o w W Waz� .. co
U) U ® u Q�
-- - — wQ1-0 Qw / / - — — — z=
co W
I
12%
2.08
—840
cA Pr,
8,R PROPOSED GRADE Gj G
P OP.
15' RCP
CB 115 IN. = 835.85±
PROP
18"PRCP
rC'A
INV - ± N
m
U
m
U
8-30
i
HOR. SCALE:
-- - _ —} --- — — 40 0 20 40
0 1 +00 2+00 3+00 4 100 4+77.41
1
1 inch = 40ft.
t r t7 "T -I- LO � c> r�o o �VER• SCALE:
O .4 �� Cp LO � "T
1 inch = 4ft.
R, o 'Harrisr:Associates,
Engineering . Land Surveying - Planning
Management
127 Ber, Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8024799
w.r o(aharris.corn
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA Rai CA Ro
_SS10 ° �y'•®p q•'�®°e�pFESSj�y°29
SEAL z°v® - oW SEAL
° o, C-4168 - o 036836 „yzo
O° 4m
° A o
&ASS®�'o�®'® � 3'/,CK�L�
Project Manager Dfavin
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn Asbuilt Date
Uien
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
prujew.
Pine Forest 11
ralivin Title: --
Farrier Ln
O. - 4+77.41
Project No. Drawing No.
���
2712
DWO Pile Name:
2712-Road Profiles RP-

0
ry
U
z
Ci
5' PLANTING STRIP
19� i
I LL
o j ��. 70 69 68 •.. 67 66 65/ /
m �'� 7679 SF 7200 SF 7200 SF 7200 SF 6599 SF 6854 SF a'o
L�
12 M ~'' -
�.......:. U)CO
O it �i :
LL
.• ` SLAB TDS = 2:63' TDS = 0.37': SLAB SLAB 5' SIDEWALK TDS = 0,23
I PG 835.58 PG 839.5I PG 841.18 PG 641:16 PG 840.46 PG 834.23cY,
12 11' _ _ - X 70' PAD - 50' X 70' PAp,=.4.5.X.70 ...- _ PAD''- 42' X 70'M
:••~ • l / 11 .. ..
1.... 7
PAD 49' X 70' PAD 50' X 70'.. PAD 50'i 36
J-1B
20 0. 2®! It
7200'� F
....: ...
83® 831.00 1�� 4 \ t�� M�
I
A
�.
r p i •
-
CO
o
: 8.88 7.71
0+00 1 +00 2+00 ;. .:' 3 0 4+OQ , 5 +pp 7+00 8+Q0- g 9+ .3 _-
- - _
L � L
�- s30ri 83"1- CB 109 22 26 �E} L• .. {-- c �- CB
®................................... } " - x cC
i. 35;/
� 91 54•''• to � ,
29 E� (A
8 6
l
829. � ". •"'•. .• .•' •' - ,.•' •,....
'• 1 3 . Q 915 SF .
mIJ: .:...4 6 8
.� . 4 r
_� � •. : �' ,.••'•., •.. '. '; : '.:. i �. i -:_.., . •. :,829. 3 .3: M � � $ � - - ,• "" 83® 825.7 PC: 11. ,06:18
to
:•1 ti i / �.
�13 ��x _ - - - _
: - PA - 50' X'70' PAD - 4 ' X 70' PAD 43' X 70' .........
?' :.PAD- - D 5
II M 49' X 70' PAD 50' X 70' L PAD 50' X 7.0'
C. PG 835.45 PG 839:41 PG'84:1.17 f i PG-841.17 : P 840.52 "' •PG 831.88
7151 SF oo : -- \
_ _ .66' .• TDS = Q'AE.: ` SLAB SLAB .... TDS:= 1.41' :• : r:• :. ••. '•.. ��: �.�: ::- :: ,. I ..I : ; o O � TDS 2.48 TDS. 2 �/ I
r
....
Ili i .
31
8 3. 1
J
27 28 29 30
.i \ :''•..•. ,. i :' ./ �: I i72G CC 77nn CC :a•"" 7rJnn.CL 77nn or: Qt2An CC
u
PROP. 2' C&G
GRAPHIC SCALE
-40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
HIGH PT. STA: 6�89.76
HIGH PT ELEV: 39.07
PVI STA: 6+8 .87
--- ---RVI-EL-E-�84 .45- - -
- K: 15.00
LVC- 229_3 _
o �� �
n, M EXISTIN GRADE
+ 00 co
°P w
PVI STA: 5+29.00
PVI ELEV: 831.14 m m� ` w
---840 - - - - -- -K 1S:Ga -- - - - -
LVC: 84.88
w d °+° Cl) / + V PVf'STA: 8+80:�
PVI STA: +97.69 4 O 00 cis U PVI ELEV 828.89 \
PVI ELEV 827.90 ® 0 � Mo > m K: 13.30
LVC: 50.00
K: 15100 005 � n CO w g.
LVC: 60.62 vi 0 u / °,� _ rn w 6, M 7 - - - --1
00
LOW PT. ST : 2+46.28 ( N N N ? Co w w w °' w z Q
LOW PT ELE 820 57 c*> w a u / PROPOSED GRAD ,S90 > > > O s
PVI STA: 2�+45.4 v > U > ° Ca m w w w °6 z
PVI ELEV: 15.6 > m > w / O
K: 15. 0 m w W a
LVC: 24�.81
OS% 2.0 05% z cn
830- �� ui ( - - - -- -- -
+ to
Q0 co
\ M
U O Co U
\ �s% m m ? w w. 1 g RCP
~�
z CB 11Q
-- I - - CB 217
O o t �O PROP.
.. � - Q - 18' RCP -
l- 0 ii PROP$" INV = 824.07± 18" RCP
� I- > 18'' RCP
\ INV - 25.34± rn
\ w / o
m
U
-- -� ---- - - - - _- -
\ TIE OUT @ 2: TO
EXIS ING GRADE j EXISTING GRADE
FROM COUNTY TOPO
i
IPROPERTY'SOUNDARY
HOR. SCALE:
- -81 - -- --- - r- --- -- - 40 0 20 40
1 inch 40ft.
I VER. SCALE:
4 0 2 4
I y',
1 inch = Oft.
DATE ISSUED 0R REV
'10/05/18 Initial Submittal to City of Statesville 0
1'1/16/18 Second Submittal to City of Statesville 1
`' < _ 5 !
4 ..
IVY ennaP" One -Gall Center
Emm
R. o- Harris & Associates,
Engineering Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA
�\ a
f r., SEAL SEAL
sWo SEAL ?e
o C-4168 o° 036836 F
®r►®aann,4 �0innnoo
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/'lot Date
November 16, 2018
Asbuilt Drawn
Asbuilt Date
Client
T I E JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project.
Pine Forest 11
t'WjD Title: �--- ---
Old Field Rd
O - 9 .41
Project No. drawing No.
2712
DWG File Name:
2712-Road Profiles

SUMMARY OF SEWERMAINS AND MANHOLES
SIZE
LENGTH
SIZE
LENGTH
8" PVC
±2,652 LF
8" DIP
±843 LF
16" DIP
±1,071 LF
HIGH STRENGTH
STAINLESS STEEL
±30 LF
TOTAL NO.
MANHOLES: 27 (4'0) Total = 27
TOTAL NO.
LOTS SERVED: 70
SITE
r
ij
PROPERTY BOUNDARY Murdock Rd'
PROP. MH: #100 EX. MH: #10 - '`�-..._„
STA: 0+74.95 STA:0+00.00
(LINE SS-100) (LINE SS-100)
_J TRUNK MFI: #3 I
STA: 7+27.75 . VICINITY MAP - N.T.S.
f - r- - I I I I - - j (LINE SS-200)
I rim -1 r { { I I1 r
�1L 1�1
PROPERTY BOUNDARY
FOLLOWS ALONG
CENTER LINE OF
I- ----- BACK CREEK
� L_---J L^_ _J I--- --- - o
I.00
/ L--- - �- _--
PROP. MH: #101 I �1 \ `14
f +�co
STA: 1 +57.77
PROP. MH: #102 (LINE SS-100) \
STA, 2+49.95 34_
1
(LINE SS-100
/ PROP.
I 36 35 20' S.S.E. ' \ / I I F. EX. PS #1
37 PROP. MH: #103 /� / / I 1 _ 1 STA: 0+00,00
f 38 STA: 2+49.95 d�
39 P2®® ! 4 / / / 1
41 40 STAE0+00.00) (LINE SS-200) - rn�
4z ., � � � -� Ate= .•
I 43 PROP. MH: #104 (LINE SS-101) .. �' / 33 L
44 STA:6+29.56 _ _ ✓ i �I / M j I 1 d ��\m
(LINE SS-100) T PI� LANE
4EA_R_ 1 1
45 PROP. MH: #112 STA: 0+00.00 1p,G.0 E _ _. J01 PU�� I R'W PROP. BMP "\ - \� / N Z\ z I
��
STA: 2+00.00 (LINE SS-102) ® '� #200 EASEMENT \ - �_ - 1 L
I (LINE SS-102) U � oc
32 n , �' IJ
I
#1
f - - TRUNK MH:
PROP. MH: #113 µ -S - ®
STA: 2+81.73 f, -SS 6 O� (LINE SS 200)
(LINE SS-102) �..- ____---- i
10' Co'U.E. --
I65
cy : x
64 c w �
..� POWER TRANSMISSION TOWER __.--. - 4 I� cY` I / J�
in a PROP. MH: #200
53 I , I -_- u,E - `�- STA: 11 +61.08 0 • I . I I _ i \ \ \
(LINE SS-200) /T
POWER TRANSMISSION TOWER
_ _�_ «u �
o I 25' NO DISTURBANCE BUFFER
I / 25' NO DISTURBANCE BUFFER
N CORRIDOR I TRUNK MI'1t I J
i E I4 68, POWERTRANSMISSIOI I PROP. MH: #111 h f' ryx00, STA: 11+02.70
I
1 " I I STA. 2 10.52 30 f /1� (LINE SS-200)
_ - } I 66(LINE SS-101) ; I 22
i I PROP. MH: #105 63 I 0 /
STA: 8+68.27 j I I It 23
I j 1 54 (LINE SS-100)
I I PROP. BMP oCO
1• I ! QU 29 #100 EASEMENT NN
21
52 1 1 f I I 67 LIJ co m PROP. MH: #201
IJI(� II ! 62 I I Lj_'':D I STA:13+59.37 LL r Q I I (LINE SS 200 i \
55 LIT-tI I -t" 1 / / , 1 ° \ \ TRUNK MH: #2 /
6 \ 1, I I LT-- � �' � I , 24 / I i \ STA: 4+41.40 O
(LINE SS-200)
51 Via- I I I i 28
PROP. MH: #110 I 68 ! I _
STA: 17+15.66 I I c PROP. MH: #207 ?o co1
\ LINE SS-100 1 `n I Lm �
\ � ( ) of I � �I' STA: 1 +55.71
\ P 56 I I (LINE SS-201) ? /� i ` \ \ • \ I
$ PROP. MH: #109 ` d I I I`
PROP. MH: #202
STA: 16+34.28 , ' m j � ! � I 1
(LINE SS-100) 50 1 �I I j f V)
I ? ) 27 STA:14+63.90 20
t
I I i II II 69 I I 25 (LINE SS 200) \ o
I , 1a,LO
'� ' I I � PROP. MH: #203 / • I I I 57 1 as I I I STA: 15+35.34
PROP. MH: #205
v� I I
I I STA: 17+73,68 I } (LINE SS 200) ` 19 PROP. MH: #20 I 26 PROP. MH: #204 �. �` .g
f I STA: 20+14.11 (LINE SS 200) l STA: 16+19.76 - '2- / O Q M P� 1 0® I I
I ii - 20. O
I PROP. MH. #106' (LINE SS-200) 70 STA: (LINE i SS_200)---- ---�G� x ��
I I to I STA: 11+06.97 I I (LINE SS-201)
46 47
5 48 49 I (LINE ss 100> 1 59
I s
PROP. MH: #107 1 I 1:v
STA: 13+27.47 ._JQ 18
+
(LINE SS-100) ®
�_ G o I
_ - - - - I 1 do �17
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--- -- -- PROP. MH. #108 _ _.----- ------ --- --__ '- 12
STA: 14+75.91 11 i TRUNK MH: #3
PROP. 78. 9 (LINE SS-100) 10 t \ / / STA: 7+27,75
(LINE S78.59 STA: 0+00.00 I
(LINE SS-103) (LINE SS-103 7 $ I 1 I
5 6 I i / (LINE ss-200)
1 2 3 4 , I I PROP. nY 100 YR F� D I ,�f1`�
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
R.. orHarris & Associates,
Engineering ® Land Surveying o Planning
Management
127 Ben Casey Drive, Suite 101, fort Mill, S.C. 29708 P: [phone]
www.rjo(-2.kharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Sea! Engineer's Sell
CAR®®,AlAlllllll//� ®®®®®AAIIlllll101'®
pFESSjo4'.. -Y ,®
r., SEAL m e aW SEAL �o
v o C-4168 o� a 036836 ,=a
®',may
'//llllllAA®® � - ��S B//11191119A'
Project Manager Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
November 16, 2013
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Projects
Pine Forest ii
Drawing Title:
Overall Sanitary Sewer Plan
Project No. Drawing No.
2712
DWG Fite Name:
2712-Water and Sewer Plan L
- 1

DATE I ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville p
11/16/18 Second Submittal to City of Statesville 1
. Joe arras & Ssociates, Inc®
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort All, S.C. 29708 - Y: (803) 8024799
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor
to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
®uaaaaarra•
EgS��� �y''.'
�.`°�D;QpF°ES3j6�Lq �9 r'•
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INIVIC
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Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plat Cate
November 16, 2018
Asbuilt Drawn
Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
rojq 1:
Pine Forest 11
Drawing Title:
Sewer Plan And Profile
100
r
I -
Project No. Drawing No.
2712
DWG File Name:
2712-Water and Sewer Plan'

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16+00 17-�00
DATE ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
'11/16/18 Second Submittal to City of Statesville
www.rjo(:,.harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction:
Corporate Seal
Engineer's Seal
0%1111111111
®,,111111111/1/!/
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SEAL o =
a c) C-4168 z o
SEAL °
036836 %,zASSQ
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Chocked
P. Murphy
P. Murphy
Print/Plot rate
November 16, 2018
Asbuilt Drawn
sbuilt Bate
Up,nt
-
T JOHNSONGROUP,
INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest I I
Drift Title:
Sewer Plan And Profile
-1 00 Cont'd
-10
Project tic.
Drawing
No.
2712
DWG File Flame:
UP—
2712-Water and Sewer Plan

DATE I ISSUED FOR
10/05/18 Initial Submittal to City of Statesville
11/16A8 Second Submittal to City of Statesville
N-49 044dN A One -Call Center
REV
0
1
15ww what's below.
Call before you dig.
R. Joe arris & Associates, Inc.
Engineering ® band Surveying Planning
Management
127 Ben Casey Drive, Suite 10i, Fort Mill, S.C.29708 P: [phone]
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
NO
q
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:`0 ES S/pti /y9 r, :1` O° Q°�pF ES
$/ `/�9'�ie
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o C-4168 a a L9 036836 „ao
ASS ®a®®° /7 1� i �'
Project Manager Craven
1. Bailey 1. Bailey
Department Manager Chocked
P. Murphy P. Murphy
Print/Plot Date —
November 16, 2018
Asbuilf Drawn Asbuilt Cate
Client
THE JOB! SOLI O OU , INC.
823 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Ps°�,jec,,i.
Pline Forest 11
SewerDrawing Tffla
Plan And Profile
1
SSS-
Project No. Drawing No.
2712
DWG File Name: .
2712-Water and Sewer Plan

ry
EX. LOCAL STUDY 100-YR FLOOD
HAZARD LINE WITH EXISTING TOPO / r
. ° i- TRU K MH-4- 4
- I °
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TRUNK MH-1 i ° _ _ — .. E p ✓✓
EX. PS \
SC-
1 J \ SS TRUNK MH-3
4„
Q r' N73° 39' 04.85"Eco
6�F 30 LF 16" HIGH
STEEL
PROP. LOCAL STUDY 100-YR FLOOD
HAZARD LINE WITH PROPOSED TOPO
\ \ / / / l •.. �_' TRUNK MH-2
I
StSS I I B.M.P. EASEMENT
/
0
x0 WOODLANDS NORTH LLC
DP 1664, PG 1516 0
SS PIN# 4742686338
o
ZONING: R-8MF Ni
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1 inch = 40 ft.
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VER. SCALE:
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1 inch = 4ft.
DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
1,I/16/18 Second Submittal to City of Statesville 1
R. `. Harris & Associates
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rioeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Sean Engineer's Seal
®®°®` % o CA1 Rod ®i�® ��, �A'Ro�''®
E5S°Q�6FESSj6,
SEAL 9 c i °w SEAL -
C-4168 036836o
;project itiianayer Drawn
I. Bailey I. Bailey
Department Manager Checked
P. Murphy I P. Murphy
Print/Plot Date
November 16, 2018
.Asbuilt Drawn Asbuilt Date
clien!
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project;
Pine Forest 11
Drawing in Title:
Sewer Plan And Profile
Projedt No* Drawing . ---
2712
DWG File Narne:
2712-Water and Sewer Plan

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DA`FE I ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to.'City of Statesville.. 1
a =
- k b ;S Fyou It
R. Joe Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate SealEngineer's Seal
CARp�'%® : °°®RAN CARo��
pFESS/0 °°,'y9 �•®® ®®�® Essjay,�9
° m SEAL zo< <; W ® gw SEAL 121
® ? C-4168 o ' �' 036836 --
Project Manager
Drawn
1. Bailey
Manager
Checked
MurphyDepartment
P.
MP. urphy
Print/Plot Date
` * i,
November
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Dray/ire Title:
Sewer Plan And Profile
1
proj,= ct No. Drawing No.
2712
DVIG File Name:
2712-Water and Sewer Plan -
I_. _

DATE ISSUED FOR REV
10/05/18 Initial Submittal to City of Statesville 0
'11 /16/18 Second Submittal to City of Statesville 1
A. Job Harris & Associates, Inc.
Engineering Land Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjo(,,'n-arris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
�SS/p°o%9'�,� ®•`��,Q�pFESSj�y���9''®
® o m SEAL 1 = °W SEAL �a
C-4168 z ° 036836 Mzo
�^°>
,p��K Le°Mv��
✓��'9';�,l�C ASSo� `., //1�j',',oll
11111t1 ! R 1A111t1
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn
Asbuilt [date
Client
The Johnsen Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine r 1J
DrawingTitle:
Overall WaterPl
Project No: No.
2712
DWCA File Name:
2712-Water and Sewer Plan

DATE ISSUE) FOR REV
10/05/18 Initial Submittal to City of Statesville 0
11/15/18 Second Submittal to City of Statesville 1
1
N. Joe Harris & Associates, Inc.
Engineering - Land Surveying Planning
Management
127 lien Casey Drive, Suite 1.01, Fort Mill, S.C. 29708 P: [phone]
w.rjOE,harris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Serval
®®re►'r u o ni i��� 0011 a ae ol,,""
CARoy" : °0% OARgI"4*41
ESS/Q ° o%S/ P>® ®ev1�y�gQ�OFES$%
® o m SEAL°Q oW SEAL
C-4168 o U 036836 z'a
L9`c� 00��`�"
°°°°°°°°°°
ASSj
re'naau �. / r�enaae
Project Manager Drawn
I. Bailey I. Barley
Department Manager Checked
P. Murphy. P. Murphy
Print/Plot Date
November 16, 2018
Asbuilt Drawn Asbuiit Date
tliient ----
THE JOHNSONOOU,I .
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine r 11
Drawing Till
t r Profile Heart PineLn
And Foxen Circle
Project No. Drawing No.
2712
D1YVG File Name:
2 &)LN ater and Sewer Plan

DATE ISSUED FOR RV
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
This drawing shall not be used for construction purposes Until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner; Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
f9191 R
SS/p°°°�9®'®: `.v��,QpFESsj��,�9
9�
o�
o rn SEAL P SEAL
C-4168o0 2c� ° r' 036836 =o
&
" N'.1' Koaeas°ooeQQ®,`.
..r®'C/11�1991fi U®®`®`,
l/llllff9f�
Project Manager Drawn
I. Bailey I. Bailey
Department I'M anager Chocked ----
P. Murphy P. Murphy
Print/Plot slate
November 16, 2018
Asbullf Drawn Asbuilt gate
Client
THE JUOHNSON GFROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title.
Water Profile
Cotton Field Dr
Project No. Drawing No. —
2712
DWO File N arne:
2712-Water and Sewer Plan UP—

DATE ISSUED FOR I IRE: V
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
a
below.
Callbefore you dig.
www.rioeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction,
Corporate Seal Engineer's Seal
�®`reeeo4�aueiv�"�
CARp� CA ROB
®`�0 =4FESS/p ° ®e�o`QOfESS%p'j'°�y''®.
f m SEAL zoo N SEAL
—?o
o c C4168 �a 036836 �F
o ° `9
9�®,aplllllllB®�®` \ t1 MillAA In lo
Project Manager
Drawn
I. Bailey
I. Bailey
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
November 16, 2018
AsbUiit Drawn
Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine r 11
Drawing Title:
Water Profile Farrier Ln
OldField Rd
Project No. Drawing No.
2712
DWG Pile Name:
2712-Water and Sewer Plan

11
14" DIAMETE?L__
23" DIAMETER
NO.3 REBANO.3 REBAR
I
,�
\, . .
A a � ` A
HYDRANT SHALL ' F
OPEN TO THE LEFT �, „< ��
\
RW 4" S rORZ � USE PROTECTOR RINGS '-gr&`L%n� % ^ ICONNECTION IN AREAS SUBJECT TO
VEHICULAR TRAFFIC F ' .° 11 , Qc�oq i ..I -.
2'-O'-- 3'-6"MIN.-- (SEE DETAIL)
EXISTING GRADE \N r ° �
00 �A/X���/< a �A/ V/�A/�A -.: i::. r. 1. \ �A �A �A �� -�\\ �. °..� X ..
UBE VA�4E DOX STABILIZER PAD WHEN '/�'//'//' /�` /� //`
PLACED IN AREAS SUBJECT TO TRAFFIC
-r'^
i I I END OF PIPE VALVE BOX TOP
.- STANDARD
THREADED WI MARKED WATER
COUPLING APPROVED VALVE BOX CONCRETE BRICKS
I �° _ ;' .UNDER VALVE BOX PLAN
VALVE BOX . - ' - _ .
(SEE DETAIL) Z I
CONCRETE BRICKS
TYPICAL MEGALUG JOINT
'� UNDER VALVE BOX RESTRAINT OR EQUIVALENT LINE PLANSIZE RIES
FOR
I SEE PLANS FOR
6" M.J. GATE fi"DIA. DUCTILE S CONCRETE BRICKS ACTUAL SIZE
VALVE IRON PIPE _
q
a` T 9.25" !!l--- PRECAST
O , _ FINISH F"�"I / CONCRETE
--7-- GRADE ///
_ \ i 2"SCREW TYPE ELBOW 0=/ '. 0 . . I
RESTRAIN EACH JOINT _ WITH THRUST BLOCKING
FROM MAIN TO HYDRANT, CONCRETE 2"DIAMETER THREADEDJ ad ®,• - m s, j
'qCY#57 THRUST BLOCKING GALS. PIPING
WASHED STONE
MECHANICAL JOINT PLUG THRUST COLLAR
CONCRETE WITH 2" THREADED OPENING SEE STANDARD DETAIL
THRUST BLOCKING 2" 4.5"
NOTES: MEGALUG RESTRAINED
JOINT OR EQUIVALENT VALVE BOX
1. SEE CITY STANDARD MATERIALS LIST FOR APPROVED HYDRAN IS 2TDIAMETER
2. DO NOT BLOCK HYDRANT DRAIN WI BLOCKING
3. ALL HYDRANTS SHALL BE YELLOW IN COLOR
4. HYDRANTS SHALL BE BEHIND SIDEWALK OR AS PER PLANS. (NO
HYDRANTS IN SIDEWALKS) NOTES:. SECTION A•A
5. ALL JOINTS FROM MAIN TO FIRE HYDRANT MUST BE RESTRAINED.
USE MEGALUG OR EQUIVALENT JOINT RESTRAINT. CONTRACTOR 1. TWO INCH BLOW OFFVALVES ARE FOR TEMPORARY USE ONLY. USE
MAY USE THREADED RODS AS AN OPTIONAL JOINT RESTRAINT. A FIRE HYDRANT FOR PERMANENT BLOW OFF VALVE APPLICATIONS.
RODS MUST RUN CONTINUOUS FROM MAIN TO HYDRANT.
6. GATE VALVE SHALL OPEN TO THE RIGHT. I-
o.11 V ,y` DETAIL# REVISED C_11�wopas
DETAIL# REVISED4gTATyy�DETAIL# REVISED (�','
CITY OF. STATESVILLE. WATERLINE W-6 MAY 2010 CITY. OF STATESVILLE WATERLINE W9 MAY 2010 u_ CITY OF STATESVILLE WATERLINE ,W8usr-xraaercvr a: .PUBLIC WORKS DE R ME T Typical Hydrant SCALE: SHEET#Temporary SCALE. SHT# SCALE: SHEET#TPAT N ?PUBLIC WORKS DEPARTMENT ypPUBLIC WORKS DEPARTMENT Valve Sox Protec#or , n rA-N.T.S. 1 OF 1 --__2 Blow Off Valve N.T.B. 1 OF 1 i^tt. N.T.S. 1 OF 1
�#i`�""�-,
u,o�
�.
--.-- __
c'i
-0 -I
MIN. 4"CLEANOUT
03 '<
ALL HYDRANTS TO BE WITH BRASS PLUG
a ®
RAI PAINTED YELLOW. BY t rV'd
*L -n
THE MANUFACTURER
O
o
I RESIDENTIAL
TYPICAL VALVE I WATER METER
"' BOX W/COLLAR
M �
"
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I SIDEWALK
Jy a
i - .. - -., v
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'-
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rrl
11 CORP. STOP - BEND PIPE AS TIGHT AS
6' DIA. D.I.P. /` POSSIBLE WITHOUT KINKING PIPE
il
314" TYPE K COPPER PIPE
/ti�j
III.
T.
a
I - --I 45° MIN, 4". SCH. 40 PVC SERVICE LINE
`G y
MEGALUG JOINT
CI) mA
RESTRAINT OR EQUIVALENT WYE FITTING
5 �
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CONSTRUCTION NOTES:
1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE, THE DESIGN ENGINEER, THE N.C, DEPARTMENT OF TRANSPORTATION,
ALL GAS, TELEPHONE, & POWER UTILITIES, AND ANY OTHERS AS REQUIRED.
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT "POLICIES AND PROCEDURES FOR
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS" MANUAL.
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR.
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK.
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLETE.
6, ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER.
7. ANY EXCAVATED WOOD, ROCKS, AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR, NO ONSITE BURYING WILL BE
ALLOWED.
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND PAINTED WITH ASPHALT -BASE TREE PAINT.
11. PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY.
12. DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL AND STATE AUTHORITIES.
13, THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL, STATE, AND FEDERAL LAWS,
14. COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL.
15. .COSTS OF ADAPTERS, ETC REQUIRED FOR CONNECTIONS OF PVC, C.I., AND D.I. PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE.
16 ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW 10' OR WIDER GATE
. AH K
E AT E D PROVIDING GATES SHALL BE INCLUDED I OF LIKE MATERIAL EACH FENCE CROSSING FOR ACCESS. COST OF REPLACING FENCES AN N
O
UNIT PRICE BID PER LINEAR FOOT OF PIPE.
C 17. ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
A B REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL ENO LESS THAT 12" DIAMETER UNLESS
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER
LINEAR FOOT OF PIPE.
EROSION CONTROL NOTES
1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL.
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE 0R MORE 1/2 ACRE WITHIN A PROTECTED WATERSHED AREA SHALL REQUIRE A LAND
( )
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT.
IS THE CONTRACTORS 1 L E CONTROL PRACTICES IN AND AROUND THE SITE.
3. IT H C NTRAC STOMONITORANDNAINTAINA L EROSION
4. AS PER N.C.G.S. 113A.-57(2) ...IN ANY EVENT SLOPES LEFT EXPOSED WILL WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
RADING BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER DEVICES OR STRUCTURES
G W P ,
SUFFICIENT TO RESTRAIN EROSION.
5. PURSUANT TO N.C.G.S. 113A: 57(3)...PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED
G D COMPLETION
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMP E ION OF CONSTRUCTION 0R DEVELOPMENT WHICHEVER IS
SHORTER, EXCEPT S PROVIDED IN 15A NCAC 4B .0124 e .
S ,CEPA()
6. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY E REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN
0 R S PLA B Q
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS.
DETAIL # REVISED
CITY OF STATESVILLE
ATESVI 1 WATERLINE W-18 MAY 2010
PUBL11IICCWORKISI°D1ElPARTMVENLTi• General Notes SCALE: SHEET#
N.T.S. 1 OF 1
--`Pj , x
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NJ_E
R=1/2 O.D. \\
PIPE BARRcI-
\�G
CRE HOLE OR
tL,
`-O" \�
LUr DIP WITH
('
I
COR'�G MACHINE AND
INSTALL FLEXIBLE
�I
RUBBER CGUELIN'G.
\
I
- -
I (SEE NOTE 45)
A
_
A
/i
1 I
lS
TAIr LEss STEEL
I
I
SIR P NlITH
B
B
1
ANCI CR LOLTS
\C
__ASE
FCHON B-B
4' MIN ,
_„_-_IcECTION
C_E?R FROM
EI'EVAr ONJOINT
(ABOVE
-�
OR BELOV'I)
_� '
OUTSIDE CROP
CUT TO
OIP FOR 20 FEET
FIT
3/ "PIPE
CUTS BE MANHOLE
OA IEI[R'
/'
1/2 Pi PE ID. -I-
,DIP
-�
._
�1�-^",_
`�-GIP GRUP PIPE MUUIJ
TED KITH
-
STAJNLE5S STEEL
STRAPS AND
-
ANCHOR BOLTS AT
24 CEIIERS
STONE BACKFILL
PVC
a g j
X 2'
S TA NLc55 STEEL
/
4T ,_1
STRAP NI R{ 2 DETAIL
ANCHOR BOLTS
SECTION A A
PIPE FCR N51 E DROP SPA BE J5 PVC CONFORMING TO A,TIA SFEC,PDATION 03034.
2 OTTO.A 3E lJ 10 E 9V SI CRT 3 N B L P.GGT OF p>t ]5 PuC SPIGOT GF HE IU TO
EET DRE TLY l w T C TIL CCN'IRUCT M.. M1RY STIR
C FIRJM DFOP F UENr TO
I{ CfA1N
3 rO1CH HELL F PC DP,CP 10 ACCEPT DIP spi.or AS SHIjAN.
4LOCATE STRAPS AT PIPE DELL AND ABOVE BELL OF 90 SEND AS SI,OWN. ADD EXTRA
TAPS AS NECESSARY TO .AANTf IN MAXIMUM SPAN G OF rui FEET
1'0 E Ill MANHOLE 'WALL TO BE MADE '':ti ITH A COR NG MACHINE. INSTALL FLEXELE RUBBER
COJ rc.
6. LC E :LE \ L NOT ENTER C E EODO.D
T sT P, ,.HALL BE RELOCATED IF THEY CCNFUCT WITH INSIDE DRCP.
a A U'OP PAII.0 E IIHALL BE E IRA AHI N M. A EkCEES 24' EXCEPT YiHEN THE
U E U E
S T PIPE IN EFT L'.ES. Nln'H IJ Ti1E LOWER W.LF OF THE OUTLET RIFE SEE'F,GURE 52.0 FOR
�TANLARD IA;M1iiCLE,
STANDARD DROP
WSACC MANHOLE DETAIL
WTTEr AND BENEP. AU THORI{Y
2EVIS;ONI'
NO LATE BY CHKD Or CABARRl15 COUNTY FILE NAME: S4.0 DATE: 8/06
O'Ux
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9=
P
1
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:�trlq "'. SiM11.
r
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MIN. 4" CLEANOUT
W`<
ALL HYDRANTS TO BE
WITH BRASS PLUG
0 0
RrW PAINTED YELLOW BY
ti
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O
THE MANUFACTURER
� �
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Eo BOX WI COLLAR
RESIDENTIAL
WATER METERw
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71
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SIDEWALK
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I-CORP. STOP
6' DIA. D.I.P. /
BEND PIPE AS TIGHT AS
POSSIBLE WITHOUT KINKING PIPE
I
314" TYPE COPPER PIPE
i :.P.
=MIN.
I-
'1 45".
4" SCH. 40 PVC SERVICE LINE
,_,,;
z
I
SLOPED@2%MIN..
MEGALUG JOINT
Cn
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RESTRAINT OR EQUIVALENT
WYE FITTING
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SEWER MAIN
S.
70
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at
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1-118",
x
L � SAWCUTJOINTS
X
EXISTING PAVEMENT *
UNDISTURBEil
r + W W
SOIL (TUR c r, m - BRACE TRENCH AS REQUIRED
NEW ASPHALT "SUPERRAVE S9.5B' BY EXISTING SOIL CONDITIONS
" a s y W y
tA�
TO n1ATCH EXISTING PAVEMENT 1 a:, , g , A , . . -1 .\
THICKNESS OR 2.5" MIN. LOOSE BACKFILL-- W Wk 3 HEAPED UP TO ��.�.�.�+ m m m .r w r•
X EXISTING PROMOTE ii m \/
STONE VEGETATION ����� V, A//
PLAN -BENDS PLAN -TEES _ GROWTH _
--
_ _
8�_
*.1
i \ OVERLAP NEW1. / \,\
1 ,, `.' `-�„`-``."�/�� �// ASPHALT AND CONIPACTED��,. 6. / ..,`\1 li/�/\/ '1" // \/ STONE I2"MIN. BACKFILL . f 1" // /- COMPACTED 1.:..:': 1I� 1/ �/\ �.% -`"�i / � /��
ABC STONE �111 ` ��/, 7/ �111�1 /�/\�/
/ f
18" MIN: T DIA, OR LESS COMPACTED -''„1 �// \/\
24'MIN:12"DIA. ORGREATER BACKFILL. �, " 1 \ \/ < ,1 11 \
��� // ES --,,� / //.
,�' _ / --
SECTION X-X $ 1 11. /\ BRACE TRENCH AS ' ,..:V, '' `�� 11 -
E. ` \ \' ` /
i \ ii \ \ i / R 1 E UIR D _ R E BY 1 Q _ / COMPACT SELECT \ n ( � � 1
a
BE &TEES �1 / �,
BENDS
EXISTING IL �-, �� /
- 1 //\ \\ COND T ONS BACKFILL IN 6"LIFTS ,11 �/\ \\
.'`- 11. �/ ( MATERIAL NO a1:. i,1 // ^
PIPE
90' BEND
45' BEND
22-112' BEND
11-114" BEND
TEE
SIZE
A
B
A
B
A
B
A
B
A
6
4"
1B"
12"
40"
13"
7"
ID"
7"
10"
12'
14"
6"
1II"
12"
10"
13'
T
10"
T
10"
12'
14'
8"
24"
' 18"
13"
1 B"
10"
12"
10"
12"
16"
18"
101,
28"
22'
15"
22"
12"
151,
121.
15"
20"
22"
12"
32"
28"
19" -
28"
14"
18"
14-
18"
22"
28"
16"
54"
38".
30"
36"
18'
36"
18-
36'
36"
42"
1EE IVYI Ei12 % % LCW 1o3 14 IL- JECIVV.... % ■ LEI4IrIHIN 14 IG
2000 ESE SOIL (SAND &GRAVEL WITH CLAY) NOTES; 14" TO 36" 16" 14" TO 36 18"
NOTES 1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED OF # 57 STONE AT LEAST 6" THICK BELOW MORE THAN 24" 24" MORE THAN 24" 24"
NOTES
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'.. WHEN TRENCH IS GREATER THAN W DEEP PLACE AN
1, BASED ON 200 PSI STATIC PRESSURE PLUS AWWA WATER HAMMER ALLOWANCE. ADDITIONAL 1" OF CUSHIONING STONE FOR EACH Z OE DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
2 WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND 1. WHEN MIDPOINT
ROCK OR NO TREE H DEPCNINGTH'S
H'S UP O P'. WHENCE TRENCH 18 ONE GREATER
THAN
16 DEEK BELOW
2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. BACKFILL WITH#57 STONE. MIDPOINT L PIPE FOR TRENCH DEPTH'SUPTOH2'WHENTRENCHIS GREATERTHAN i6'DEEP.PLACE F
ADDITIONAL 1" OF CUSHIONING STONE FOR EACH 2' OF DEPTH UP TO A DIRECTED
CUSHIONING DEPTH OF 12". -
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE '3. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY. 2. .WHERE UNSUITABLE SOIL IS ENCOUN TIERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND '
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS. 4, WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE(1)INCH ASPHALT BACKFILL WITH#67 STONE.
OVERLAYOVER AND AROUND THE CUT AREA. 3. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
DETAIL # REVISED ggTATS,� - DETAIL# REVISED ogTTATES�' DETAIL# REVISED
WATER LINE WATER LINE WATER LINE _.....
Z
W 14 MAY 20f0 - J 1 MAY 24 0
MAY - r CITY 0 STATESVILLE
T W-0 CITY OF STATESVILLE F TATE CITY OF STATESVILLE IIIIL �. ..r >~
l
Trench Bedding, & "`""°"` Trench Bedding, &
1 1 SCALE: SHEET r e SCALE: SHEET#
SCALE: SHEET# crBcr� � # ¢Wt g
PUBLIC WORKS DEPARTMENT Thrust �IOCICIng $p PUBLIC WORKS DEPARTMENT Backfill p �` PUBLIC WORKS DEPARTMENT
_.____. _ _.__- ____ - ___ - N.T.S. 1 OF 7 r`"?9l O-hR�. -_ __. .__. ._ _ ._ Backflll In Payed Roads N.T.S. 1 OF 1 ��tl oAR°ti Backfill Off Road N.T.S, i OF 1
- [ 10-3/4" I 1-1/4"
PLANp12
r L.F'i1V ViE
12 " f"I �'
lif
FRONT ELEVAT! N 112" DIA. GRADE 60
STEEL REINFORCEMENT
a' 5-314" 1 5E O "A.r.,q"
a PSI-PF MANHOLE STEP BY
L/ � _j M.A. INDUSTRIES, INC.
NOTE: STEPS ARE TO BE PLACED 14" O.C. AND ALIGNED VERTICALLY.
,COPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP
I'll
\
.1111
CLEANOUT PROTECTOR REQUIRED IF-
CLEANOUT IS LOCATED WITHIN TRAFFIC AREAS I :t ` ,
BRASS PLUG \,p,
SCH. 40 PVC I
PIPE OR D.I.P.
0
SLOPE
1w I1'D", - -PLUG
*„HS �zl"1 ' COMBINATION
�-; WYE & 11B BEND
i
,l 73' /'
{nx""3.. 45" BEND
u ,�{"T ' 1
,,., , ROMAC SADDLE TEE WI GASKET SKIRT OR
EQUIVALENT. INCLUDE STAINLESS STEEL STRAP
Rwk. -11 (MUST MEET APPROPRIATE ASTM STANDARDS)1-1
v
NOTE:
1. CLEANOUT SHOULD BE LOCATED AT THE RIGHT-OF-WAY OR EASEMENT LINE.
2. ALL TAPS WILL BE MADE WITH A TAPPING MACHINE
3, IF LATERAL HAS LESS THAN Y OF COVER IT SHALL BE DUCTILE IRON PIPE
DETAIL# REVISED
SANITARY SEWER
CITY OF STATESVILLE B-B nAv2410
SCALE: SHEET#
(1-1;iX)
PUBLIC WORKS DEPARTMENT Sewer Stub -Out Detail N,T.S. I OF 1
IfiJD III
. PARTS LIST Air Release Valve Selection Guide ---
ITEM DESCRIPTION MATERIAL CONSTRUCTION NOTES:
A (Diameter) If the specific venting rate is known, refer to Table 1 and select the Air Release Valve whose venting rate is at least equal -
D AST O ASTM A126-B to the maximum working pressure at which the valve will beoperating. On aloe pipeline, it is more efficient to install i.'ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE, THE DESIGN ENGINEER, THE N.C. DEPARTMENT OF TRANSPORTATION,
1. BODY C IRON, 9Plong ALLGAS,TELEPHONE,&POWERUTILITIES, AND ANY OTHERS AS REQUIRED.
valves with smaller orifices at frequent intervals than widely spaced larger orifice valves.
4- 2. COVER CAST IRON, ASTM A126-B 2. ALLWATERLINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TOTHE NCDOTTOUCIESAND PROCEDURES FOR
IZ 1� 14 If the specific venting rate is unknown, refer to Table.2 to select the correct type and size Air Release Valve. Determine ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS" MANUAL.
LEVERAGE BRACKET 316 STAINLESS STEEL 3. G
the system maximum liquid flow rate GPM and maximum working pressure PSIG . Using this information select the maximum 9 (GPM) 9P ( ) 9
T DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
8 3. TAKE PROPER PRECAUTIONS NO TO TU S. 0
orifice size and corresponding Air Release Valve noon whether it is clean water or sewage service.
4. ORIFICE 316 STAINLESS STEEL P 9 9 U IRONS SHALL BE CONE BY AREGISTEft LAND SURVEYOR.
__ Table 1 GE DURING G CONSTRUCTION MUST BE REPLACED USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK
'
5.
FLOAT BALL
316 STAINLESS STEEL
�I
6.
GASKET
ARMSTRONG CS-301
7.
COVER BOLT
STEEL, AST61 A307
(Jj
8.
BRACKET SCREW
18-8 STAINLESS STEEL
I
9
FLOATARM.
316 STAINLESS STEEL
_-
-
T 1
10.
ORIFICE BUTTON
BUNA-N RUBBER
II
11.
SPRING ON
302 STAINLESS STEEL
10
1 2.
FLOAT SCREW
18-8 STAINLESS STEEL
______
13,
LOCK WASHER
18-8 STAINLESS STEEL
14.
PIPE PLUGL
STEEL
B
i
is.
REDUCING BUSHING (Note 1)
STEEL
5
14
- A 15 USED IN " AND "SIZEONLY
NOTE 1 -PART D /A /<
- _
15
FIGURE 910 AIR RELEASE VALVES ARE
MANUFACTURED AND TESTED IN
INLET.
ACCORDANCE WITH AWWA C512
A H
FIGURE
ORIFICE
WORKING
CA j[�7®(%.STI�E'S, LLC, azure company
NUMBER
DIAMETER
PRESSURE
INLET
OUTLET
A
B
WGT
990
3/32" (2.4mm)
10-150 PSI
GnTe: 8-23-08 Drown ev: WJN
(69-'1034KPa)
SIMPLE LEVER AIR RELEASE VALVE
%" NPT
'/4"NPT
3/8" NPT
5.13"
9.86"
816s
10-300 PSI
DRAWING No. Rev
1"NPT
(130mm)
(251mm)
(3,6 kg)
910-H
1/16" (1.6mm)
(B9-2068KPa)
FIGURE 910
EAV-7000-W
I --s l
I MANHOLE RING, AND COVER
°
(SEE DETAIL)
112 PIPE DIA. 26 PIPE DIA.
NAOP
SECTION THIRD TROUGH
""
GROUT MANHOLE FRAME
TO THE TOP OF MANHOLE
GRADE RINGS AS REQUIRED
\
D
29 � USEAN APPROVED BITUMINOUS
,, BASE SEALANT APPLIED TO TOP
STEPS SHALL BE PLACED
k OF CONE SECTION
AT 12" ON CENTER AND SHALL CONFORM
TO NCDOT SPECIFICATIONS
> N " d
USE ECCENTRIC CONE
ii
-,
"
�Q4
GROUT ALL
EXTERIOR JOINTS(TYP)
ALL JOINTS TO BE TONGUE 8 GROOVE YJI
.}
PREFORMED BUTYL RUBBER (MASTIC)GASK T
MEETING AASHTO MH98, ASTM. C-990
: a
- :; �
4'
'
9
g
4'I.D. PRECAST MANHOLE
,,e
TO MEET REQUIREMENTS OF
YPl
AtL
H
PR
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T5
TRARRIRRVe
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R
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NOTES:
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1. MANHOLE DESIGN SPECIFICATIONS
�,,
! f
'
SHALL CONFORM TO LATEST ASTM AND
f//li
d
NCDOT SPECIFICATIONS FOR "PRECAST
REINFORCED CONCRETE MANHOLE
,s
/ I I I
SECTIONS'.
d V
g
'
4'
2. DE51GN SHALL MEET H-20 LOADINGS.
-
USE PRECAST OPENINGS FOR ALL
3. MANHOLE RINGS EXPOSED ABOVE
Y, }
PIPES. FLEXIBLE CONNECTORS SHALL
GRADE SHALL BE ANCHORED TO THE
MEET THE REQUIREMENTS OF ASTM
GRADE RINGS ANCOR ECCENTRIC 6
-
5)
C923 SPECIFICATIONS. SEE PLANS FOR
-
SECTION WITH (2) 1l2"ANCHOR BOLTS.
$T O
hFg
PIPE SIZES AND INVERT ELEVATIONS.
4. CONTRACTOR SHALL SUPPLY �:MIN
6
CONCRETE COLLARS OR FLEXIBLE
`C THE CHANNEL DROP FIR U
RUBBER BOOTS ON ALL MANHOLE
MANHOLE IS 0.2' MIN AND 15 MAX
INFLUENT AND EFFLUENT PIPES.
-
ATFg`
DETAIL#
REVISED
OF STATESVILLE
SANITARY SEWERCITY
$4
MAYza,aPUBLIC
(11-11,1N
WORKS
DEPARTMENTSCALE:
4'PRECAST MANHOLECAROB
SHEET#
N.T.S.
1 OF i
1/16
3132
1/8
3/16
7132
5116.
318
7116
1/2
11/16
1
5
0.7
4.5
2.7
6.2
8.4
17.2
24.7
33.6
43.9
83.0
175.E
10
1.0
2.2
3.9
8.7
11.9
24.3
34.9
47.5
62.1
117.4
248.4
15
1.2
2.6
4.7
10.6
14.4
29.4
423
57.6
75.2
142.2
300.8
25
1.6
3.5
6.3
14.1
19.3
39.3
5"S.6
77.0
100.5"
190.2
402.3 ,
5 0
2.6
5.8
10.3
23.1
31.4
64.0
92.2
125.5
163.9
3 9.9.
0
655.7
75
3.6
8.0
14.2
32.0
43.5
88.8
127.8
174.0
227.3
429.7
909.1
100
4.5
10.2
18.2
40.9
55.6
113.5
163.5
222.5
290.6
549.5.
1162.5
125
5.5
12.4
22.1
49.8
- 67.8
138.3
199.1
271.0
354.0
669.3
1415.9
ISO
6.5
14.7
26.1
58.7
799
163.0
234.8
319.5
417.3
789.0
1669.4
200
8.5
19.1
34.0
.
104.1
-
306.0
-
-
'1028.6
-
250
10.5
23.6
41.9 -
-.
128.4
-
377.3
-
-
1268.1
-
300
12.5
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49,8
152.6
448.6
1507.7
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Table 2
zMtaN
A�
f
, ..
�a1:rr
� °
q
r�L
2 �.,
n': :.
ff'' K
��
� f f {
e
f
�
m
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4
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®
=®®==
®
M
-
ME=
M®
indicates standard construction. SCFM = maximum venting capacity at maximum
° o a y BRACE TRENCH AS REQUIRED
+ + o. r, a .. w BY EXISTING SOIL CONDITIONS
LOOSE BACKFILL . W W m " " W
HEAPED UP TO � " • ` • • �•J '� '� '� • �'
PROMOTE ° . " • " i \`1'�"-� �' W + +' \
GROWTH. t1Tl1T�_ \���_���� // �A�/
COMPACTED 0 1"�. -
BACKFILL - 1 1\1 \\\ �//�//-
�� 1\ �\y/\�/
\�1'1��- ///\ ��\�/
1 / /\
�P5 11� 1�k� \1//��//
COMPACT EC VP " I 11 1I1� �- -,. //
h TSEL T
BACKFILL IN 6"LIFTS - 1�`11 \\' ///�
(MATERIALNO . \ -i1 /\\/,
LARGER THAN 1") E /\//�
'" - \//\ ,
//�/
// /
�I
v �i PIPE '
SEE NOTE# 1 �\ P. PIPE DIAMETER $
SEE. NOTE#2. / { LESS
THAN 14" 12"
IY/ 14"TO" 16"
NOTES:
MORETHAN24" 24"
F
1. WHEN IN ROCK OR NUN -CUSHIONING MATERIAL PLAC_ABED OF#57STONE AT LEAST 6" THICK BELOW
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO 16'. WHEN TRENCH IS GREATER THAN 16'DEEP PLACE AN
ADDITIONAL V OF CUSHIONING STONE FOR EACH Z OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
2. WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEERAND
BACKFILL WITH 457 STONE,
3. BACKFILL STALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
gg`C"n.ag DETAIL # REVISED
�° 19= 't?K.r�. CITY OF STATEC+1/ILLE SANITARY SEWER 5-12 MAY 2010
r i, IC ! fDE aTM Trench, Bedding, &
. SCALE SHEET#
-
O
ti
PUBLIC WORKS DEPARTMENT
�t G,oti - Backfill Off Road _ N.T.S. 1 OF ,
4. FENCES DM1A D .
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION IS COMPLEIE.
6. ALL RIGHT-OF-WAYS SHALL BE GRADED INA MANNER AS TO NOT ALLOW ANY STANDING WATER.
7. ANY EXCAVATED WOOD, ROCKS, ANDIOR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR. NO ONSITE BURYING WILL BE
ALLOWED.
CONSTRUCTIONS A H VE HE SCARS TRIMMED AND PAINTED WITH ASPHALT -BASE TREE PAINT.
8. ANY TREES SCARRED DURING SHALL A T
I1. PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY:
12, DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINE 'TILAUTHORIZED BY LOCAL AND STATE AUTHORITIES.
SUN
T GE OF EXPLOSIVES SHALL CONFORM TO LOCAL AND FEDERAL LAWS,
13. THE USE AND 5 [GRACE 0 , STATE
14. COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL.
E REQUIREDCONNECTIONS OF PVC C.I. AND D.I. PIPE SHALL BE INCLUDED IN THE UNIT PRICE OF PIPE,
15. .COSTS OF ADAPTERS,TC Q FOR ,
16. ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE MATERIAL. INCLUDE A NEW W OR WIDER GATE
OF LIKE MATERIAL AT EACH FENCE CROSSING FOR ACCESS. COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE INCLUDED IN
UNIT PRICE BID PER LINEAR FOOT OF PIPE.
17. ANY PIPES WHICH MUST BE INS"rALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION
TRU 1 COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO LESS THAT 12" DIAMETER UNLESS
S
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER
LINEAR FOOT OF PIPE.
EROSION CONTROL NOTES
1. ALL SITES ARE SUBJECT TO INSPECTION FOR EROSION CONTROL.
2, ANY LAND DISTURBING ACTIVITIES OF I ACRE OR MORE (112 ACRE WITHIN A PROTECTED' WATERSHED AREA) SHALL REQUIREA LAND
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT,
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES IN AND AROUND THE SITE.
4. AS PER N.C.G.S. 11 A. -57 2 3 A IN EVENT SLOPES LEFT EXPOSED WILL WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
.. ANY
WPEPROVIDED TH TEMPORARYOR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
GRADING BE PLANTED OR OTHERWISE WITH
SUFFICIENT RESTRAIN EROSION.
`
5. PURSUANT TO N.C.G.S. 113A -573..PROVISIONS FORA GROUND COVER SU FFICIENTTO RESTRAIN EROSION MUST BE ACCOMPLISHED ' WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS
SHORTER, EXCEPT AS PROVIDED IN I5A NCAC 4B .0124(e).
6. ADDITIONAL EROSION CONTROL MEASURES NOT SHOWN ON PLANS MAY BE REQUIRED IF STABILIZATION IS NOT ACHIEVED WITHIN
SPECIFIED TIME LIMITS OR IF UNDUE SEDIMENTATION OCCURS.
v.k TA yt�. DETAIL# REVISED
°_ j( SANITARY SEWER
CITY OF STATESVILLE $-14 MAY2010
�r
PUBLIC WORKS DEPARTMENT General Notes SCALE: SHEET#
- j?rtt CA'&04 _ __ _ N.T.S. 1 OF 1
TWO 1" DIA HOLES SPACED
OPPOSITE OF EACH OTHER
10 TOP OF COVER.
4 - V DIA VIEW
ANCHOR HOLES -
A O U to
OO 112' O BOTTOM OF COVER
VIEW
11T R
t�i q� R
S F PLAN
23-112"
DETAIL "�-�p(536�� `"
-I 1 _- SURFACE TO BE MACHINED
21 5/8'
I H- 22/e'
SURFACE TO BE MACHINED--N 23-3,14' -�'II r7 7'VT
, �-
MINIMUM WEIGHTS -LBS.---- ---L -- --
FRAME -190 1"
11
COVER -120 - 22.718' "-
TOTAL - 310
24-112'
4-318"
33-114"
GENERAL NOTES: SECTION A -A
B MADE OF CLEAN EVEN GRAIN TOUGH GREY ..AST IRON. THE CASTING SHALL BE SMOOTH 1. ALL CASTINGS SHALL E E ,
TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS.
2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT.
SANITARY SEWER STRUCTURES SHALL HAVE "SANITARY SEWER" CAST ON THEM.
3, ALL COVERS USED FOR
4. THE IRON USED FOR THESE CASTINGS SHALL CONFORM TO THE SPECIFICATIONS OF THE ASTh1 DESIGNATION A48
FOR CLASS 30 GREY IRON.
°55TATF;ytj/ SANITARY SEWERS DETAIL# REVISED
�� Lr� CITY OF STATESVILLE S-9 MAY 2010
""" ` 1 Standard Manhole Frame
PUBLIC WORKS DEPARTMENT SCALE: SHEET#
p'e GAS°v2� -T and Cover N.T8 1 OF 1
ROADWAY!
2.5'
I - 1 -
SIDEWALK
I
r- 12"
-"'
=III= m
_
-
,
_
I LI
12„
_
TO CUSTOMER
i
WASHED 57 STONE
v
0"\-60" TAP
OPTIONAL 314" ELL
314" TYPE K COPPER
MAIN -- CORPORATION STOP
KEEP LINE AS LEVEL
WITH MAIN AS POSSIBLE
Section View of Connection
NOTE:
LID BOLT
i.
.METER IS TO BE SET INSIDE OFTHE RNY,
18(2REQD) I-'-'Y191I--32i-y�
2.
3.
METER SHALL NOT BE LOCATED IN DRIVEWAY.
ALL PLASTIC METER BOXES SHALL HAVE HEAVY DUTY STRENGTH POLYMER
,
12
CEMENT (PLASTIC) LIDS WITH CAST IRON VIEWING LIDS AS APPROVED BY
� I
THE CITY OF STATESVILLE,
---31"-1 I-24"--�-11---38"----t
4.
ALL SERVICE LINES SHALL COMPLY WITH AWWA REGULATIONS C800.
4" X 6" CAST IRON READER
ANGLE METER STOP I DUAL CHECK VALVE
MUELLER H-14255 MUELLER H14242
OR ANY DUAL CHECK
VALVE THAT I$ AS.S.E.
APPROVED
0
,T,DMETER
e',.
314" IRON POKE BAR
DETAIL# REVISED
CITY OF STATESVILLE WATERLINE
w-2 MAYza1B
PUBLIC WORKS DEPARTMENT 314" -1" SCALE: SHEET #
WATER SERVICE N.T.S. -L OF 7
FULL JOINT
VARIES
40' MAX. "PIPE
( }
(5D' MAX. l2" PIPE)
FULL JOINT
Q.LP.:'
"HIGH STRENGTH" STEED PIE
O.hP„
(SEE NOTE a.)
-
1 B"
] e"
is" i 16"
/V�
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'
,
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FLEX B C UPLINGS
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I ­
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I 11 .1
I I
. I
CREEK CHANNEL'. /:
; 3' MIN.
'I'
\
/ \ -,
f
l / /
,
H-PILE IF REQUIRED AS
SHOWN ON PLANS
3 MIN.
j
i
:TYPICAL
NOTES,
t FLEXIBLE COUPLING:SHALL BE
LONGBODY rYPE.
5 E-
TE L FI PILES
OR CONCRETE PIERS
2 MINIMUM DEPTHS SHALL E IN
1 H B
UNDISTURBED SOIL.
REVISIONS
ELEVATION VIEW
3, M TO,
MAXIMUM HEIGHT FROM PIE
UNDISTURBED SOIL IS, 20 FEET,
'
N0.
I DATFj
DESCRIPTION :
I
N.T•5.
A. STEEL PIPE MUST BE SEAMLESS
OR STRAIGHT -SEAM, SPIRAL WELD
IS NOT PERMITTED.
CREEK CROSSING
STD. NO.
ON
STEEL H-PILES A E'
LATE ISSUED FOR REV
10/05118 initial Submittal to City of Statesville 0
11/I6/18 Second Submittal to City of Statesville 1
I Joe Harris , Associates,
.,
Engineering Land Surveying - Planning
Management
t27 Ben Casey Drive, Suite 101, Fort Mill, S,C. 29708 P: [phone]
r . o
1 eharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
111
1 1
1 t
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O Q� O/// ®
111111
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11 11.
1
r
Project Manager
t� :awn
r
1. it
Bailey
1. LJClile
Y I
Department Manager Checkedked
P. Murphy P. Murphy
� _P
Print/Plot Date
_
November 16 2018
L
Asbuilt Brawn
ASbuilt Date
-
CliGr1t
THE JOHNSON GROUP
INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLIN
28677
P: [phone]
Protect:
i Forest 11
Dravvin Title:
Ater An -a' Sewer Plan
Details
Project No.
Drawing No.
2712
DWG File Name:
U
2712-Water and Sewer Plan