SW3170305_Plansheets_20170510

IL I
2649 Brekonridge Centre Dr, Suite 104
Monroe, North Carolina 28110
Phone: [phone]
M ay 0 5, 2 0 17
i
COVERF t Y tt r^ { z COVER
VER SHEET
r SP -1 - SP -2 SITE PLAN tic SITE DETAILS
�'.
EC -1 - EC -2 EROSION CONTROL PLANS
EC -3 - EC -4 EROSION CONTROL DRAINAGE AREAS
VR
;, SITE
,u �I rte
�� T. EC -5 - EC -8 EROSION CONTROL DETAILS
GP -1 GRADING PLAN
GP -2 GRADING PLAN DETAILS
_ BMP -1 - BMP -7 BMP PLAN
, '62
- STORM DRAIN PROFILESSD-1 SD -2
;A h , Joe Harris Assoc*ate , �� RP -1 - RP -2 ROADWAY PLAN & PROFILES
rUP-1 GENERAL UTILITY NOTES
�.Engineering Lard Surveying e PlanningUP-2 OVERALL SANITARY SEWER PLAN
VICINITY MAP - N.T.S. Management UP -3 SANITARY SEWER PLAN & PROFILE LINE 1
127 Ben Casey Drive, Suite 101, Fort Mill, SC 29708 Phone: [phone] UP -4 SANITARY SEINER PLAN & PROFILE LINE 2 & 3U P-5 OVERALL WATER PLAN
UP -6 SEWER DETAILS
UP -7 WATER DETAILS
LP -1 - LP -2 LANDSCAPE PLAN
VA`s";✓ ISSUED FOR REV
111m120'1 6 Initial Submittal to City of Siatesviile 0
2/03/2017 Second Subt-nittal to City of Statesville 1
5/05/2017 Revised Submittal per NCDEQ Comments 2
R. Joe Harris & Associates, Inc.
Engineering a Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
r, zwky 4
TUT o
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
��ae®ttiI��ar'o�! a®�'etttu uoiavrii
CA 1?6
��o ��ESS/pN°°%9'•® ®�` ��°Q�pFESSj�� ��9 %✓
4� SEAL z a m SEAL �o
C-4168 � Z � � � 036836 nF
71% 8C
��®t�tJttlttt�A®, 3 9"� �'tllIIIAI►tt®0
Prcjecl Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
print/Mot Date
May 05, 2017
Client
TRIBE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
rojeal:
Larkin Multi -Family
elO ant
Traject No. Drawing No.
2382
MG File Name:
2382 -Cover COVE
:v
CAR01/NA=
a'
v a
�d
,
Knmwwnars below.
NaoW e!✓ do PA one -Call center
Call®®L16 fore+ you dig.
R. Joe Harris & Associates, Inc.
Engineering a Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
r, zwky 4
TUT o
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
��ae®ttiI��ar'o�! a®�'etttu uoiavrii
CA 1?6
��o ��ESS/pN°°%9'•® ®�` ��°Q�pFESSj�� ��9 %✓
4� SEAL z a m SEAL �o
C-4168 � Z � � � 036836 nF
71% 8C
��®t�tJttlttt�A®, 3 9"� �'tllIIIAI►tt®0
Prcjecl Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
print/Mot Date
May 05, 2017
Client
TRIBE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
rojeal:
Larkin Multi -Family
elO ant
Traject No. Drawing No.
2382
MG File Name:
2382 -Cover COVE

VADA WILLIAM K & BLANC
DB 1020 PG 834
PID# 4743-50-4230
ZONING: R-8MF
DB 1397
I 4743-50-6216
ZONING:'
STARRETTE JAMES THOMAS & ANN F
DB 1970 PG 512
PID# 4743-50-7295 \
r,A ZONING: R-8MF
FOX DEN DEVELOPMENT CO LLC
DB 939 PG 640
PID# 4743-50-8255
ZONING: R-8MF
J PID# 4743-50-5149 \ v'--' C4 �\
ZONING: R-8MF
10' STRE R0--__ L4
C) �- - �" 2
V-2
�
25' SETBACK.-
LOT 1 \
- ` 1552 SQ FT \ \
j` C1 ` e, LOT 2 \ 2�
3_1 , '1552 SQ FT
N` LOT 3
1552 SQ FT / \
20.00 \
30.00\
t0
01
of rq
1 d I r I 20' S.D.E_-
}� (d V T� LOT 29
! ® 1552 SQ FT \
2 So FT a f ��� k` /� 15520
T 28
155SQ FT \
�}�{�s®V LOT 27 \
1552 SQ FT �✓'
, , ® LOT 26
® 11 1552 SQ FT
\ LOT 5 / -�. �- ,
/ ,.sr' LOT o '
u.. 1552 SQ FT ��"
5 T
s is 8�
/ 1 f
°
J 68.0
\LOT 6
D
/ 1552 SO FT
SITE TOPOGRAPHY & LOCATE FIELD RUN BY R. JOE HARRIS & ASSOCIATES, INC.
SUPPLEMENTAL TOPOGRAPHY PROVIDED FROM IREDELL COUNTY AERIAL
TOPOGRAPHY (OFF -$ITE).
THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED
ON COMMUNITY PANEL 4743J OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL
COUNTY DATED MARCH 18, 2008.
BOUNDARY SURVEY AS PROVIDED BY R. JOE HARRIS & ASSOCIATES, INC.
BOUNDARY INFORMATION FROM SURVEY ENTITLED ALTAIACSM LAND TITLE
SURVEY FOR TRUE HOMES. SURVEY MEETS OR EXCEEDS REQUIREMENTS FOR A
CLASS "A" SURVEY, OR MAXIMUM ERROR OF CLOSURE IS 1:10,000.
HORIZONTAL DATUM TIED TO NAD 83 AND VERTICAL DATUM BASED ON NAVD
88. CONTACT R. JOE HARRIS & ASSOCIATES, INC. FOR BENCHMARKS AND
CONTROL INFORMATION.
e
5
5' SETBACK ��
SETBACK
i
/�✓ Qe Z�
�\
1552 Q FT / LOT 22 LOT 23 1550 SQ FT
1552 SQ FT 1552 SO FT
LARKIN JOLF COURSE LLC �\ I PROPERTY BOUNDARY LINE
DB 2467 PG 194 \
PI # 4742-49-5987 \ yin \� \ \ 1
ZONING: R-8MF / ` VY32 , LARKIN GOLD CLUB LLC
15520 SQ FT \ 1 ` LOT 21 DB 2337 PG 96
/ 'r\ 1552 SQ FT I o PID# 4742-69-0844
/� �, e, �'��✓ 0 u? ZONING. R-8MF
N LOT 31 \ bo
`. t
680, „� % 1552 SQ FT t \ ®..,. - LOT 20
dVK ® 1552 SQ FTI l EXISTING PRIVATE WELL
LO
Row �- � � `� \ \ � I Z (WELL TO BE ABANDONED AND
�;
/ o� rLOT 30 �,..- ` \ , CAPPED IN PLACE PER DIRECTION
- / 1552 sQ FT r ', LOT 19 ' & RECOMMENDATION BY SITE
/ 1552 SQ FT 1 GEOTECHNICAL ENGINEER. WELL
/ I , TO BE REMOVED ONLY AFTER NEW
-- - - - -- - - - - - j I W I '� SERVICES HAVE BEEN PROVIDED
TO PARCEL 4742-59-9620.00 AND
. .l / 100.00'
•PARCEL 4742-49-5987.00)
N89 33'01.40 E
' � I
MAILBOX KIOSK I 20.00
LOCATION
I O O I n
O �I IIm
cel
9.
i l-4
LOT 18
1552 SQ FT
LOT 17
1552 SQ FT
LOT 16
1552 SQ FT
LOT 15
1552 SQ FT
LOT 11
LOT 12
i
II a U SETBACK
to 0
I� 00
r
1 �►
Cn
I Cn
M
Z
20� PRIVATE I
20.00--- i
15'SETBACK i
I DRIVEWAY 2 i
30'ACCESS & UTILITY EASEMENT
8'BUFFER
TOLBERT MARY E I I
DB 2404 PG 1900 I
PID# 4742-59-3568
ZONING: RA
f
w I I I
1�
I 15' SETBACK\
I'
I EDMISTON PHYLLIS W
Q o DB 96E PG 493
o I o ' PID# 474259-9620.00
04 N I I m PERMANENT BMP EASEMENT I I ZONING: RA
L' �_ -
C:) � �I z \
I
10' STREET YARD I t `� 8' BUFFER
I
25' SETBACK I
EXISTING ROAD
RIGHT-OF-WAY I
L11 L10
RM
Parcel Line Table
Line #
Length
Direction
LOT 11
LOT 12
LOT 13
LOT 14
1552 SQ FT
LJ
1552 SQ FT
71
1552 SQ FT
F -A
1552 SQ FT
�_l
1�
I 15' SETBACK\
I'
I EDMISTON PHYLLIS W
Q o DB 96E PG 493
o I o ' PID# 474259-9620.00
04 N I I m PERMANENT BMP EASEMENT I I ZONING: RA
L' �_ -
C:) � �I z \
I
10' STREET YARD I t `� 8' BUFFER
I
25' SETBACK I
EXISTING ROAD
RIGHT-OF-WAY I
L11 L10
RM
Parcel Line Table
Line #
Length
Direction
L1
L2
L3
15.43--�1-5760
3.98
57.56
25' 50_41 "W
S760 25' 50.41 "W
S80° 41' 49.11 "W
L4
40.28
S800 41'49.11 "W
- L5
44.44
1 N220 10'42.70"W
L6
41.11.
N280 05'45.10"W
L7
L8
2.54
i 82..3 -4 -FN
N280 05'45.10"W
-2 -2° 10' 42.70"W
L9
30.00
i NO° 09'59.43"W -
L1O
110.92
N890 32'46.02"E
L11
107.90
N890 33'01.40"E
L12
30.00
SO° 26'07.60"E
VICINITY MAP
Project fume:
Larkin Multi -Family
City of Statesville, North Carolina
Developer:
True domes, L.L.C.
2649 Brekonridge Centre Drive, Suite 104
Curve #
Monroe, North Carolina 28110
Radius
Phone: [phone]
Tax I. D.:
4742-59-6862, 4743-50-8004, 4743-50-9013
Site Acreage:
4.79 Ac.± (Total)
Zoning.
R-8MF(Multi-Family Residential)
School District:
School District 4
Fire District:
Statesville Fire
Setbacks/Yards:
15' Separation Between Building
S780 33'50"W
20' From Garage to Driveway
C3
25' Setback for Roads
175.04
15' Setback Adjacent to Residential Zoning
S740 15'36"W
5' Setback for Non-residential
Land Use:
Existing - Cleared, Vacant
0
Proposed - Multi -Family Residential
Min. Lot Width:
2817t.
Lot Size Range:
N/A
Lots Proposed:
29
Road Lengths:
Road 1 -513 LF
C5
Driveway 1 368 LF
175.00
-
Driveway 2 132 LF
GRAPHIC SCALE
1
( IN FEET )
1 inch = 40 ft.
;ATE ISSUED FOR REV
*11/4/2016 Initial Submittal to City of Statesville 0
2103/2017 Second Submittal to City of Statesville 1
el r"a-11wro*h
Know whars below.
N" (?""One -Call Center Call before year dig®
ffismoft
R. Joe Harris & Associates, Inc.
Engineering • sand Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8021799
f
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 Seat Engineer's Seal
,,®1ttt11l1ll/ll® -.0 1111111!!I/lid
CARpt °`'��N CA/?0
Q
ESS/p�Sao°�`oFEssiotiq!�'y'
moor SEAL Dov® oW SEAL gi
a z� C-4168 0 ^ `' 036836
/NG;o°��®o`
dlllUlllit/1111' ��dlll!l111ute,110
Project Manager Drawn
A. Bowersox A. Bowersox
Deparifnen t aM anager Checked
P. 'Murphy P. Murphy
Print/Pleat Date
February 03, 2017
cilent
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE /* MONROE,1
•
Multi -Family
Development
1 Drawing Title:
,. Plan
Project No.
2382
Dial O File Name:
2382 -Site Plan
1
um
Curve Table
I 3,
Curve #
Length
Radius
Delta
Chord Direction
I Chord Length
C1
116.27
425.74
15.65
S840 15'15"W
115.91
C2
20.48
275.00
4.27
S780 33'50"W
20.47
C3
39.33
175.04
12.87
S740 15'36"W
39.24
0
C4
31.56
90.42
_N670 23' 10"W
28.39
C5
15.14
175.00
4.96
N240 39'26"W
15.14
GRAPHIC SCALE
1
( IN FEET )
1 inch = 40 ft.
;ATE ISSUED FOR REV
*11/4/2016 Initial Submittal to City of Statesville 0
2103/2017 Second Submittal to City of Statesville 1
el r"a-11wro*h
Know whars below.
N" (?""One -Call Center Call before year dig®
ffismoft
R. Joe Harris & Associates, Inc.
Engineering • sand Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8021799
f
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 Seat Engineer's Seal
,,®1ttt11l1ll/ll® -.0 1111111!!I/lid
CARpt °`'��N CA/?0
Q
ESS/p�Sao°�`oFEssiotiq!�'y'
moor SEAL Dov® oW SEAL gi
a z� C-4168 0 ^ `' 036836
/NG;o°��®o`
dlllUlllit/1111' ��dlll!l111ute,110
Project Manager Drawn
A. Bowersox A. Bowersox
Deparifnen t aM anager Checked
P. 'Murphy P. Murphy
Print/Pleat Date
February 03, 2017
cilent
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE /* MONROE,1
•
Multi -Family
Development
1 Drawing Title:
,. Plan
Project No.
2382
Dial O File Name:
2382 -Site Plan
1
um
I 3,
GRAPHIC SCALE
1
( IN FEET )
1 inch = 40 ft.
;ATE ISSUED FOR REV
*11/4/2016 Initial Submittal to City of Statesville 0
2103/2017 Second Submittal to City of Statesville 1
el r"a-11wro*h
Know whars below.
N" (?""One -Call Center Call before year dig®
ffismoft
R. Joe Harris & Associates, Inc.
Engineering • sand Surveying • Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: (803) 8021799
f
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 Seat Engineer's Seal
,,®1ttt11l1ll/ll® -.0 1111111!!I/lid
CARpt °`'��N CA/?0
Q
ESS/p�Sao°�`oFEssiotiq!�'y'
moor SEAL Dov® oW SEAL gi
a z� C-4168 0 ^ `' 036836
/NG;o°��®o`
dlllUlllit/1111' ��dlll!l111ute,110
Project Manager Drawn
A. Bowersox A. Bowersox
Deparifnen t aM anager Checked
P. 'Murphy P. Murphy
Print/Pleat Date
February 03, 2017
cilent
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE /* MONROE,1
•
Multi -Family
Development
1 Drawing Title:
,. Plan
Project No.
2382
Dial O File Name:
2382 -Site Plan
1
um

57 5/8"
vigilantTm High Security Cluster Box Unit - Type III
I� 30 112" ` I Ia 18" — _-
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EXISTING SOIL
..
CONDITIONS.
I
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Eata
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FRONT VIEW
12 1/2" I ®—
I
1411+/2"
i
47 3/8"
PEDESTAL
62" 61 1/2"
45" �— 4
4" 12 1/2"
I it
14 12 1/2"
�—
PEDESTAL BASE
NOTES:
1. This unit is approved for USPS and private applications_
2. Decorative mailbox cap sold separately and is a USPS Approved
product.
3. Pedestal should be installed with included Rubber Pad;
mounting hardware not included, refer to installation manual for
recommendations.
t
Ul Ll rYIIFNIN
SIDE VIEW
DOOR CHART
DOOR TYPE DIMENSION (HEIGHT x WIDTH)
TENANT 33/8x12-13/16"
10"PARCEL 101/4'x12-13/16"
13, PA 133/4"x12-13/16"
OUTGOING SLOT 3/4'x11-3/4'
PRoDUC1SERIEs: vigilant W HIGH SECURITY CLUSTER BOX UNIT
Alp FIDRENCE MODEL 1565-16
REV A
SCALE NONE LAST REV DATE
manufaduring company 9/26/2012
5935 Corporate Drive r Manhattan, KS 66503 DRAWING NUMBER DRAWN BY
www.florencemailboxes.com r [phone] 1565-16CS AFD
A GIBRALTAR INDUSTRIES COMPANY
48"
I —
— 120"
1211
10,1
8"
485
TYPICAL CLUS"TER MAILBOX U`UNDATlU`N
N
1. IN COORDINATION WITH THE CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT, ROLLOUT TRASH
CANS TO BE USED IN LIEU OF COMMUNITY
DUMPSTER
SAW CUT JOINTS
EXISTING PAVEMENT
d
m
NEW ASPHALT "SUPERPAVE S9.513" °
TO MATCH EXISTING PAVEMENTd . 'Q '
THICKNESS OR 2.5" MIN. a 4 . v4:.
d•• .'A 4
a4 EXISTING
•a d dd STONE
•d: d
4
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COMPACTED
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COMPACTED ' . : • --`� i -'" �/
BACKFILL
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COMPACT SELECT
BACKFILL IN 6 LIFTS
( MATERIAL NO ' .. • • . .. � �,' �-'' . • ' • . � ..
LARGER THAN 1" )
�/
�°�,,``-':_ .•.•• :; /tib ��
�. Pip
SEE NOTE # 1
NOTES: SEE NOTE # 2 I'
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE ABED OF # 57 STONE 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 1" OF CUSHIONING STONE FOR EACH 2' OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
2. WHERE UNSUITABLE SOIL IS ENCOUNTERED, EXCAVATE THE SOIL AS DIRECTED BY THE ENGINEER AND
BACKFILL WITH #57 STONE.
3. BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
4. WHEN WORKING WITHIN NCDOT RIGHT-OF-WAYS IT MAY BE REQUIRED TO ADD A ONE (1) INCH ASPHALT
OVERLAY OVER AND AROUND THE CUT AREA.
OVERLAP NEW
m -,.a m�(yj
N
ASPHALT AND
1/
STONE 12"MIN.
/J
MORE THAN 24"
l�
4-
Efi�In�g�t";
4 w w w w w °.°� ° d. w w w w
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
..
CONDITIONS.
PIPE DIAMETER
m -,.a m�(yj
N
LESS THAN 14"
12"
14" TO 36"
18"
MORE THAN 24"
24"
µ4..
t STATESVILLE a 1 1
F
SCALE:
PUBLIC
r WORKS DEPARTMENT
ROADWAY SECTION
PRIVATE DRIVEWAY
PAVEMENT SCHEDULE
AO 1" HMA SURFACE COURSE TYPE "A"
© 1.5" HMA INTERMEDIATE COURSE - TYPE "B"
8" CRUSHED AGGREGATE BASE COURSE - TYPE "C"
NOTES:
1. ONE AND ONE HALF INCH (1-1/2")
SUPER PAVE S9.513 BITUMINOUS
CONCRETE BINDER COURSE
2. ONE INCH (1") SUPER PAVE SF9.5A
BITUMINOUS CONCRETE SURFACE
COURSE ONCE CONSTRUCTION IS
FINAL
DAT E I ISSUED FOR
11/4/2016 Initial Submittal to City of Statesville
2103/2017 Second SubMittal to City of Statesville
�I
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w w
w w wn��, NOTES:
dw � . • .d �}Pj� 1. ALL CONCRETE SHALL BE 3000 PSI.
w Vrt z 2. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.
d . 3. CONCRETE DRIVEWAY APRONS, SIDEWALKS (WHEN
�-�R� •r",'.�.:::...,
° ' xis
a ra ;,� s� E,�z� yw;�,�.,�``;�,
d. CROSSING DRIVEWAYS), AND CONCRETE DRIVEWAY TIE-INS
° 4 °4 SHALL BE 6" THICK, MINIMUM.
x
°
4. RESIDENTIAL DRIVEWAY TO BE 13' MIN TO 24' MAX IN WIDTH.
5. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT
PROPERTIES BASED ON A PROJECTION OF PROPERTY LINE
CONCRETE SIDEWALK FROM THE RIGHT-OF-WAY TO THE CURB LINE.
5' TYPICAL 1 2.5' 2.5' 61t
- m
PLACE 112° EXP, JOINT HERE WHENry
Li-v
CROSSING EXISTING CONCRETE DRIVES
�-- THICKNESS = 61, I D/W
12 RAMP x
d <'. d: PAVEMENT
. •ad . d °d
as .• d ' a . '�•-
V d 4' Q • �-. d .'°. .
4
COMPACTED BACKFILL -
DRIVEWAY BY OTHERS —III= =III-III=I I IeI I I--1 I�
W/MAX. RECOMMENDED GRADE —I LIEI -I Il II ( I,, ; 1 I 1=1 I M I I -'I 11-
I
PLACE 1/2" EXP. JOINT HERE WHEN 6" MIN. THICKNESS
CROSSING EXISTING CONCRETE DRIVES
SECTIONA-
DETAIL #
REVISED
I
I ILL
STREET
ST -8
DEC 2010
1NVUSf RY. AGRICULTURE
PUBLIC WORKS DEPARTMENTi
i l
SCALE:
SKEET
CAQ
N.T.S.
1 OF 1
DAT E I ISSUED FOR
11/4/2016 Initial Submittal to City of Statesville
2103/2017 Second SubMittal to City of Statesville
�I
N. Joe Harris « Associates,
Engineering band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.com
This drawingshall not
be used for construction purposes until the
seal and signature of responsible registrant strant app
ears on the
drawing, proper er p related and ro permit forms and r ed fees are transmitted
by the Owner, Owner's Agent or Contractor tothe Authority
having jurisdiction.
Corporate Seal
tEngineer's y �eaI
®C/ IIR,'sq�
l A R
°°m
mQ, r
l W
SEALz o SEAL �o _
o° C-4168 C5 036836 Q
Of/Illi 111111
Project iJanager Drawn
A. Bowersox A. Bowersox
Department anagen Chacked
P. Murphy P. Murphy
Print/Plot Date
February 03, 2017
Client
TRUE HOMES, LL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project -
Larkin Multi - Family
Developmentm
Drawing Title:
f""ite Planstall
Project No. Drawing No.
2382
DWO File Name:
2382 -Site Plan
m -,.a m�(yj
N
fig§
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" l 1 x
Know whaft
RIwX� C�nd44OnCe all Center
Call beforeyou dig.
Efi�In�g�t";
N. Joe Harris « Associates,
Engineering band Surveying Planning
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 Y: [phone]
www.rjoeharris.com
This drawingshall not
be used for construction purposes until the
seal and signature of responsible registrant strant app
ears on the
drawing, proper er p related and ro permit forms and r ed fees are transmitted
by the Owner, Owner's Agent or Contractor tothe Authority
having jurisdiction.
Corporate Seal
tEngineer's y �eaI
®C/ IIR,'sq�
l A R
°°m
mQ, r
l W
SEALz o SEAL �o _
o° C-4168 C5 036836 Q
Of/Illi 111111
Project iJanager Drawn
A. Bowersox A. Bowersox
Department anagen Chacked
P. Murphy P. Murphy
Print/Plot Date
February 03, 2017
Client
TRUE HOMES, LL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project -
Larkin Multi - Family
Developmentm
Drawing Title:
f""ite Planstall
Project No. Drawing No.
2382
DWO File Name:
2382 -Site Plan

a
BMP SANDFILTER #300 (PERM)
TOP OF BERM = 867.00
EM. SPILLWAY = 866.00
PRINCIPAL WEIR -uwuvv
BOTTOM OF BASIN = 858.50
(SE LANT
.... ....... ..........
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,
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TOP OF BERM = 857.00
EM. SPILLWAY = 856.00
PRINCIPAL WEIR = 855.00
BOTTOM OF BASIN = 848.50
(SEE BMP PLAN)
-
LOT 2
LOT
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LOT 24
LOT 23
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1552 SP FT 2 SQ FT
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LOT 32
1552 SQ FT LOT 21 01
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r/ LOT 20
EXISTING PRIVATE WELL
(WELL TOoEABANDONED AND CAPPED |N
PLACE PER DIRECTION &RECOMMENDATION
LOT 30
. BYSITE GEOTECHNICAL ENGINEER. WELL TO
/1552 SO F
\ BEREMOVED ONLY AFTER NEYVSERVICES
\ HAVE BEEN PROVIDED TOPARCEL
4742-5S-802O� X�OOANOFY�EL ` |
474248-5987.00)
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LOT 18 LOT 17 LOT 15
1552 SO FT 1562 SO FT 15 SQ FT 1552 SQ FT
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/ IN FEET >
�
GENERAL NOTE GRADING/SITE DEVELOPMENT
' 1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE Q G
WORK. ONCE WORK BEGINS, ANY CONSTRUCTION ENTRANCES SHOULD BE INSTALLED BEFORE ALL
OTHER MEASURES, FOLLOWED BY ANY NEEDED CULVERTS. THE PERIMETER CONTROLS ARE THEN TO
BE INSTALLED WITH ONLY THE DISTURBANCE NECESSARY FOR THEIR CONSTRUCTION. ALL REQUIRED
EROSION CONTROL DEVICES SHALL BEINSTALLED PRIOR TOTHE INSTALLATION OFANY
UNDERGROUND UTILITIES ORSITE GRADING ACTIVITIES. SEE THE APPLICABLE PLAN SHEETS FOR THE
NECESSARY EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK
SITE.
2) DURING CONSTRUCTION AND UNTIL TURF 0ESTABLISHED, ALL EROSION DEVICES SHALL 8E
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 NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72
HOURS |NADVANCE OFTHE CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING |N
THE0ME'C8LL PROGRAM SHALL aECONTACTED INDEPENDENTLY BYTHE CONTRACTOR.
o) 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 |NTHE AREA UNTIL THE CONFLICT |8RESOLVED.
0) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL
PROVISIONS ARE STATED |NTHE CONTRACT DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BEREMOVED AND
DISPOSED oFOFFSITE 0RLOCATION APPROVED BYOWNER.
8 ON-SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD
DRAWINGS AND ACOPY 0FTHOSE DRAWINGS SHALL 8EPROVIDED TOTHE OWNER. THE USE OF
BURIAL PITS SHALL BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
s) ALL FILL SHALL aECOMPACTED TO95%STANDARD PROCTOR (ASTM Dg98 MAXIMUM DRY DENSITY FOR
SPECIFIED MATERIAL. ^L|GMTYVBGHT^ORHIGHLY PLASTIC SOILS SHALL NOT BEUSED AGFILL UNDER
ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWEIGHT ORPLASTIC SOILS AS
DEFINED BYTHE GEOTECHNICAL ENGINEER. 1UO%STANDARD PROCTOR OFMAXIMUM DRY DENSITY
SHALL BE ATTAINED FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS (UPPER 12" OF SUBGRADE).
10) AREAS CUT T0GRADE (RESIDUAL SOILS) SHALL BEPROOFRDLLED(M|N.5O.OUVLBS) ORTESTED BY
OTHER MEANS TOENSURE THAT MATERIAL |8SUITABLE FOR STRUCTURAL LOADING. PLASTIC SOILS
SMALL8E UNDERCUT AND DISPOSED VFOFFSITE ORLOCATION APPROVED BYOWNER AND
REPLACED WITH SUITABLE FILL MATERIAL, ASDIRECTED oYTHE 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 D098)ATNEAR OPTIMUM MOISTURE CONTENT
FORUPPER12^^@ MEASURED FROM FINISHED GRADE (TOLERANCE SHALL 8E~/ -2Y6).
12) FILL SLOPES SHALL BEGRADED NOSTEEPER THAN 2:1. SLOPES STEEPER THAN 3:1MAY REQUIRE THE
USE 0FEROSION CONTROL BLANKETS (ECBo)TOMINIMIZE AND PREVENT EROSION OFTHE SLOPES.
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF
SYNTHETIC ORVEGETATIVE MATS, |NADDITION TONORMAL SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS-OF-WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT
A MINIMUM, THE FOLLOWING STANDARDS SHALL BEMET:
A. SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER
12^).
B. AGGREGATE BASE COURSE SHALL BECOMPACTED TO100% MODIFIED PROCTOR MAXIMUM
DENSITY.
C. INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF
82Y6MAXIMUM SPECIFIC GRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT
TEMPERATURE ATTIME OFLAYD0VYNSHALL BEWITHIN 2O^FOFTHE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF
THE MINIMUM REQUIREMENTS CAN 8ECONSIDERED ONACAGE'BY-CASEBASIS AND
F. MUST BEAPPROVED BYTHE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY
RIGHT-OF-WAY SHALL BE GOVERNED BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
10) RIGHT-OF-WAY ARE THE MAINTENANCERESPONSIBILITY OFTHE INDIVIDUAL PROPERTY OWNER OR
HOMEOWNERS ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE
DRAINAGE EASEMENTS SHALL BEAPPLIED AND ANY OBSTRUCTION ORENCROACHMENT INTO SAID
EASEMENT IS PROHIBITED. HOMEOWNER ORBUILDER |8SOLELY 8TRISK FOR THE REMOVAL AND/OR
DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN
THE EASEMENTS SHOULD MAINTENANCE NEED TOBEPERFORMED.
'
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE
REQUIREMENTS AS SPECIFIED IN THE INTERNATIONAL RESIDENTIAL CODE (CURRENT VERSION AS
ADOPTED BYGOVERNING AGENCY).
1O> ENGINEER DOES NOT VVARRANTTHAT ANY ORALL LOTS HAVE BEEN SET UpTOMEET THE BUILDING
' FOUNDATION DRAINAGE REQUIREMENTS SET FORTH IN THE INTERNATIONAL RESIDENTIAL CODE.
19) BUILDER SHALL BERESPONSIBLE FOR MAINTAINING THE ESTABLISHED DRAINAGE PATTERNS OR
ENSURING THAT ANY ALTERATIONS TOTHE ESTABLISHED DRAINAGE PATTERNS WILL NOT ADVERSELY
|MPACTTHE RECEIVING STORM DRAINAGE SYSTEM AND/OR DOWNSTREAM PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION
TOLERANCES oYAND BETWEEN 0YyNERxC0NTRACTOR.AND OTHER CONDITIONS.
FDATE ISSUED FOR REV
1114/2016 Initial Submittal to City of Statesville 0
2/03/2017 Second Submittal to City of Statesville I
Knowwhars below.
One -Call Center Call before you dig.
Engineer -
R. Joe Harris--& Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Nfl, S.C. 29708 P: (803) 802,1799
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
SEAL SEAL
C 6836
—4168 03
Project Nlanager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print/plot Date
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
Project -
Larkin Multi -Family
Drawing Title:
Grading Plan
Project No. Drawing No.
2382
2382 -Grading Plan

1" DIA. HOLES TAPERED TO
1-1/8" DIA. ON OPPOSITE SIDE
FRAME, GRATE, AND HOOD L 1' FRAME, GRATE, AND HOOD AS PER
AS PER NCDOT STANDARD iry'x �\ 0 NC STANDARD
NCDOT
840.16
' 840.16 112"
o
4-1/2'
�\ TOP OF
O VER VIE B -3/4'
..
CO W
f
O 2 '
A' o o A
o.TF
------------
O O
vy ��
I
50 BOTTOM OF A A
COVER VIEW
3/4" RAD. TOP '
718 RAD, BOTTOM
60 TYP
SR`s .o
tG PLAN �
x ho a �f 23-1/4"
d.
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9 S 4 11„
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'DETAIL
B
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%INoSLIGHTLY BEVELED---�,�� L 1 PE -E
a 1/4" V
SURFACE 0 `�
a \ 1-112- i 11„ SECTION
�T �p
T / SECTI®1W .0 -'B
MAGE 8o Q Tl� MACHINED i-- 1l2" 20-1/2"1-3/8" 8
n
BE {NED
BRIG 4 MINIMUM WEIGHT
a.
„ f
g�
383 LBS R 4° 8-1/4"
IL
SPECIFICATION
a R ce
3 NV f �o CLASS 30 IRON MEETING
x r k
ASTM A-48 21-1/2'
000pslc N TwITNcR :. FoRn�IN�F:.�4� z3 -v2„ v2" SECTION A -A
NOTES:MORTAR JOINTS TO BE 1/2" AND 1/8" THICK. RFTF ��T RTS WITH 25-114
2. FLOOR SLAB SHALL BE FORMED AND POURED. NOTES: cR�UT SECTION A A FRAME,
�( �`� (y �T7� HOOD 3. STEPS SHALL BE REQUIRED FOR BOXES OVER T-6" DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE WITH NCDOT 1. BOXES SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS GENERAL NOTES; A' RAlVJ lrl , l RAT �I Al V iJ L L ®1 J L
SPECIFICATIONS. 2. USE TYPE "'E" GRATE.
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK PERMITTED. 3. FOR BOXES 8' DEEP AND LESS USE 6" THICK WALLS AND BOTTOM SLAB. FOR BOXES GREATER THAN 8' DEEP USE 1. ALL CASTINGS SHALL BE MADE OF CLEAN EVEN GRAIN TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH,
H,
5, 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. TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS:
FOR USE ON STANDARD CATCH BASIN
TOP, USE 8" THICK WALLS FOR THE REMAINING 6'. 4. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6" DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT.
6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK, EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH. WITH NCDOT SPECIFICATIONS. 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE "STORM SEWER" CAST ON THEM.
7. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENINGEER. 5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER.
NOTE: STAMP ALL STORM CATCH BASINS WITH
DETAIL# REVISED �T�x DETAIL REVISED STATEMENT NO DUMPING DRAINS TO RIVER
CITY F STATE�JILL STREET - �n� r sal - ®w s�. DETAIL # REVISED !,
ST -4 MAY2010 U _ ^PT ST -5 - �" CITY F T T V ILL ST -7 -
G �� CITY STAT ILL ROADWAYS �� �-- l STREET
IMUSIRY•AGRICUITUR IX '! j"p,...
iNDU:IRY•AGR1ClllillRE�( 1N05TRY-AGRICULTURF
PUBLIC WORKS DEPARTMENT SCALE: SHEET# Standard recast SCALE: SHEET# Storms Sewer Frame and
Brick Catch asin o � , PUBLIC WORKS DEPARTMENT Q PUBLIC WORKS DEPARTMENT SCALE: SHEET#
N.T.S. 1 OF 1 �y y+ Cts - - f# CA,'Catch Basin N.T.S. 1 OF 1 ?'�`�;�O, CaVer N.T.S. 1 OF 1
DATE I ISSUED FOR
'11/4/2016 Initial Submittal to City of Statesville
2/03/2017 Second Submittal to City of Statesville
`�� sr J s
,. "One -Call
ow what'sCenter e&w
-- !°� CI d -1g.
Engineer:
! is
r�
'Harris Associates,
Engineering Land Surveying a 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
% .011111111111
CA
\aFESS/p�l�q®,'�
® a m SEAL = E ou, SEAL �e -
= ° S C-4168 �o zr a 036836
�° <`� ��°,� cam': % •p °>;�d, �,';� -�.,
yew
n+ rnn
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print/Plat Date
February 03, 2017
Client
i , LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin rl inti® roily
Development
Drawing Tide:
Storm Details
Project No. Drawing No.
2382
DING File H ame:
2382 -Grading Plan
NOTES:
s/s.,
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
j
TO BE DESIGNED BY THE ENGINEER.
1/2" T
1. STEPS DIFFERING IN DIMENSIONS,
CONFIGURATION, OR MATERIALS
NOTES:
2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
��
FROM THOSE SHOWN MAY ALSO
ro
\1.
"
A MINIMUM OF 24° FROM OUTSIDE DIAMETER OF PIPE TO SIDE
RIPRAP APRON DESIGN STANDARDS.
BE USED PROVIDED THE CONTRACTOR
HAS FURNISHED DETAILS OF THE
_
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
o
1
c
PROPOSED STEPS AND HAS RECEIVED
1"
o
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
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
1"
WRITTEN APPROVAL FROM THE
APPROPRIATE CITY/COUNTY
c�
aw
\
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
CULVERT HEIGHT.
PLAN
5/8
ENGINEERING DEPARTMENT.1/2'
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6".
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
1/4" 1
-
_
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE
2. ALL STEPS SHALL PROTRUDEI
t
I
I
\°
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
/
12
I
I
I
4" FROM INSIDE FACE OF STRUCTURE
WAIT'.
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END,
J
F1
1 5/8"
PLAN
� �
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
j
PLAN
5 e„
SIDE VIEW
-1
h-
1 21 3 41
/
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
1 /4,
-
.
� CAST IRON
\
POLYPROPYLENE rr
w
m SIDEylEy+j
2• _
PLACE.
ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95%.
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
PL"Rf0 1 3/4'L
CAST IRON
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
LLL
3.
STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%.
CHANNEL SHALL NOT BE ALLOWED,
B B
ELEVATION
y9 DEFOMMN
STM ROD I 14 1/2" I
4.
ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
8, NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
ELEVATION
5.
BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL.
SHOULD BE CONSTRUCTED IF POSSIBLE.
5/8"
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
11/16"
WILL BE NECESSARY UNDER RIP RAP.
I ^ W ---I
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
SECTION A -A
��°
5
MUST BE STABILIZED. NATURAL GRAD
1/4'
10"
ooc
1
000
#8 BAR
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
�oo<
8. 3/4"
o0o
b l l
I !'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
M RIP RAP
5 8°'
°°<
OUTSIDE DIAMETER
I
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
H
I
o
A
o°o
REINFORCING
`r�
II
77
WITH FABRIC.
L
o<
�000
0 0 0 •° o ,oma
�0000<
°<
I F -
I(=i
I I ISI
I I r
s
" '`
12" --
12.. SIDE VIEW
7111
vnRtEs
i
II
-
NOTE: LAYER OF FILTER FABRIC
SIDE VIEW
PLAN
.-! 1/2„
REINFORCING STEEL NOT
TO BE USED IN SANITARY
4"
(15" MIN}
4"
MINIMUM H=2/3 PIPE DIAMETER
COMPOSITE
1/8•,
1,. 1 1/2„
1/4., SEWER MANHOLES.
�
OUTLET L W DEPTH STONE SIZE
SECTION B-H
PIPE SHALL BE PLACED
ELEVATION
ON SUITABLE MATERIAL
Flared End Section #100 10.0' 11.0' 13.5" min. 0.5'
1/4" REINFORCING STEEL NOT TO BE USED
� X
Flared End Section 200 10.0' 11.0" 13.5" min. 0.5'
1/4'
ELEVATION
IN SANITARY SEWER MANHOLES.
TRENCH DETAIL
Flared End Section fJO0 10.0' 11.0' 135" min. 0.5'
DRAINAGE
STRUCTURE STEPS
FOR STORM DRAIN PIPES
RIP -RAP APRON AT PIPE OUTLETS
DATE I ISSUED FOR
'11/4/2016 Initial Submittal to City of Statesville
2/03/2017 Second Submittal to City of Statesville
`�� sr J s
,. "One -Call
ow what'sCenter e&w
-- !°� CI d -1g.
Engineer:
! is
r�
'Harris Associates,
Engineering Land Surveying a 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
% .011111111111
CA
\aFESS/p�l�q®,'�
® a m SEAL = E ou, SEAL �e -
= ° S C-4168 �o zr a 036836
�° <`� ��°,� cam': % •p °>;�d, �,';� -�.,
yew
n+ rnn
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print/Plat Date
February 03, 2017
Client
i , LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin rl inti® roily
Development
Drawing Tide:
Storm Details
Project No. Drawing No.
2382
DING File H ame:
2382 -Grading Plan

BMP BANDFILTER #300 (PERM)
TOP OF BERM = 867.00
EM. SPILLWAY = 866,00 , •. ; ~'�� _
=—. ----------
PRINCIPAL
PRINCIPAL WEIR..- 865.00,.:, r f� - �- - -= = -..
BOTTOM OF'BASIN =`858.50
_..____�___�-----._�.��.___ 1-�.��._-•—~ FOX _.---"«'"",-��� _-...,,.___ `Sy'D _I --,°M__'"..-- ............. -"`
_
/ p
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..
•-.:..:...
1552 SQ FT �
r• ``�'� ,_..--- ,� ..-- '�,� LOT 2'
....... `••..,.
•.
1 .� '\SO FT�f552
LOT13\
1552 SQ F1,
t 0 . 4•
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0
'i 10
-o.
u-
,
a ' ouKE°w 202
2�"
0`
1
>�........ BMP BANDFILTER #200 (PERM)
TOP OF BERM = 857.00
' .. EM. SPILLWAY = 856.00
PRINCIPAL WEIR ® 855.00
,;BOTTOM OF BASIN = 848,50
•..,
�- - \ �� ''•.. :� (SEE BMP PLAN)
f
•.
9
._....
_ .._....
_
✓ \
` LOT h .` �� a l �""--- ..50T 28
T
f '`.1552 SQ F1' -...LOT 27 F \
' 1552 SQ FT
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1552 SQ
LOT 5 _ LOT 25
T
\� 1 �52 SQ FT - l
,
552 SQ FT \
�\ LOT 6
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,
:
"-'••.•: \ • ..• _ =� r.- _ ._ -'J _ \ � //� PROPERTY BOUNDARY /
\ -GOT 7 _ . LOT 23
155 `,. LOT 24
1552'SQ FT Lo 22 .,1552 SQ FT
l
1 ' 1552 SQ FT` 2 SQ FT y /
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I#3 °
1
68.00' DUKE R.O.W.
LOT 32
68. DUKE R.O.W.
1552 SQ FT LOT 21 I' ' ®®j
/
......'1552 SQ FT \, s
i
1552 SQ FT \. ®.-..-- LOT 20
` 1552 8Q FT
EXISTING PRIVATE WELL
.• � I � •� t (WELL TO BE ABANDONED AND CAPPED IN PLACE PER
DIRECTION & RECOMMENDATION BY SITE
LOT 30 -'��-"°'w-_. GEOTECHNICAL ENGINEER. WELL TO BE REMOVED -
1552 SQ FT-0NLY AFTER NEW SERVICES HAVE BEEN PROVIDED TO
LOT 19 `•. 11 I! i
• / � t .' ""` � •''`••,• 1 � l �PARCEL 4742-59-9620.00 AND PARCEL 4742-49-5967.00)
' f % 1552 SQ FT
—
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,
DI#101 DI#104
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by the Owner, Owner's Agent or Contractor
to the Authority
i
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Engineer's Seal
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®1®1®111111//11',®,
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LOT 18
LOT 17
\LOT 16
LOT 15
1552 SQ FT
1552 SQ FT
17SQ FT
1552 SQ FT
11
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DI#101 DI#104
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1,344 SF TURF REINFORCEMENT
•=+ I MATTING FOR SLOPES GREATER
THAN 3:1 (SC250 OREQUAL OR
T
GRE )
AER
„M
BMP WET POND #100 (PERM)
----------
_ TOP OF BERM = 871.00
I .....................
................
1.
EM. SPILLWAY = 870.00
PRINCIPAL WEIR - 869.00
`........ BOTTOM OF BASIN = 862.50
..... .
-_- �_ ^___ (SEE BMP PLAN)
............ r
AMITY HILL RD /
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR REV
11/4/2015 Initial Submittal to City of Statesville 0
210312017 Second Submittal to City of Statesville 1
5105/2017 Revised Submittal per NCDEQ Corna lents 2
00,
r¢..
It
N C?"d" One -Call Center
Engineer.
Is.
Know whars below.
Call before I,It dig.
R Joe Harris & 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
�I
1.
by the Owner, Owner's Agent or Contractor
to the Authority
i
I
Engineer's Seal
®®®11111111111/1,
®1®1®111111//11',®,
CA Ro
,:s S/0 ° o%q'`•,®
LOT 11
LOT 1
LOT 13 ;'
LOT 14
1552 SQ FT
1552S FT
1552 SQ FT
1552 SQ FT
11
®&
alll
1 .��••
14�_
I
1,344 SF TURF REINFORCEMENT
•=+ I MATTING FOR SLOPES GREATER
THAN 3:1 (SC250 OREQUAL OR
T
GRE )
AER
„M
BMP WET POND #100 (PERM)
----------
_ TOP OF BERM = 871.00
I .....................
................
1.
EM. SPILLWAY = 870.00
PRINCIPAL WEIR - 869.00
`........ BOTTOM OF BASIN = 862.50
..... .
-_- �_ ^___ (SEE BMP PLAN)
............ r
AMITY HILL RD /
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR REV
11/4/2015 Initial Submittal to City of Statesville 0
210312017 Second Submittal to City of Statesville 1
5105/2017 Revised Submittal per NCDEQ Corna lents 2
00,
r¢..
It
N C?"d" One -Call Center
Engineer.
Is.
Know whars below.
Call before I,It dig.
R Joe Harris & 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
1.
by the Owner, Owner's Agent or Contractor
to the Authority
i
Corporate Seal
Engineer's Seal
®®®11111111111/1,
®1®1®111111//11',®,
CA Ro
,:s S/0 ° o%q'`•,®
LOT 11
LOT 1
LOT 13 ;'
LOT 14
1552 SQ FT
1552S FT
1552 SQ FT
1552 SQ FT
11
®&
alll
1 .��••
14�_
I
1,344 SF TURF REINFORCEMENT
•=+ I MATTING FOR SLOPES GREATER
THAN 3:1 (SC250 OREQUAL OR
T
GRE )
AER
„M
BMP WET POND #100 (PERM)
----------
_ TOP OF BERM = 871.00
I .....................
................
1.
EM. SPILLWAY = 870.00
PRINCIPAL WEIR - 869.00
`........ BOTTOM OF BASIN = 862.50
..... .
-_- �_ ^___ (SEE BMP PLAN)
............ r
AMITY HILL RD /
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR REV
11/4/2015 Initial Submittal to City of Statesville 0
210312017 Second Submittal to City of Statesville 1
5105/2017 Revised Submittal per NCDEQ Corna lents 2
00,
r¢..
It
N C?"d" One -Call Center
Engineer.
Is.
Know whars below.
Call before I,It dig.
R Joe Harris & 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
1.
by the Owner, Owner's Agent or Contractor
to the Authority
I
Corporate Seal
Engineer's Seal
®®®11111111111/1,
®1®1®111111//11',®,
CA Ro
,:s S/0 ° o%q'`•,®
FESsj6ti°�q'',®
I
1,344 SF TURF REINFORCEMENT
•=+ I MATTING FOR SLOPES GREATER
THAN 3:1 (SC250 OREQUAL OR
T
GRE )
AER
„M
BMP WET POND #100 (PERM)
----------
_ TOP OF BERM = 871.00
I .....................
................
1.
EM. SPILLWAY = 870.00
PRINCIPAL WEIR - 869.00
`........ BOTTOM OF BASIN = 862.50
..... .
-_- �_ ^___ (SEE BMP PLAN)
............ r
AMITY HILL RD /
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR REV
11/4/2015 Initial Submittal to City of Statesville 0
210312017 Second Submittal to City of Statesville 1
5105/2017 Revised Submittal per NCDEQ Corna lents 2
00,
r¢..
It
N C?"d" One -Call Center
Engineer.
Is.
Know whars below.
Call before I,It dig.
R Joe Harris & 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
®®®11111111111/1,
®1®1®111111//11',®,
CA Ro
,:s S/0 ° o%q'`•,®
FESsj6ti°�q'',®
04
SEAL =
o C-4168
°w SEAL �o
036836
1"j ASSo o %`®
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4\
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alll
°
fill
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager rChed ad
P. Murphy P. Murphy
Print/plot tate
May 05, 2017
Client
TRUE HOMES, LLU
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
project.
Larkin ulti- a it
Development
Dra��9lrl ®ritje�
Overall BMP Plan
Project i4o. Drawing .
2382
DVIG File Harnw.
2382 -BMP Plan with
Sand Filters blvi

GENERAL NOTES WET PON®
1. THE INSIDE AND OUTSIDE OF THE WET DETENTION BASIN BERMS SHALL BE A MAX. 3:1 SLOPE AND
STABILIZED WITH PERMANENT APPROVED SEEDING. THE INSIDE OF THE FOREBAY BELOW PERMANENT
POOL DEPTH SHALL BE A MAX. 2:1 SLOPE.
2. RIPRAP APRONS SHALL BE CONSTRUCTED AT ALL STORM DRAIN INLET LOCATIONS PER APRON SIZING
CHART. APRONS SHALL EXTEND DOWN SLOPE OF BERM FROM PIPE OUTLET TO FOREBAY BOTTOM.
RIPRAP SHALL BE INSTALLED AT OUTLET OF POND DISCHARGE PIPE PER APRON SIZING CHART.
3. TOP OF FOREBAY BERM SHALL BE CONSTRUCTED TO ELEVATION OF T ABOVE BOTTOM OF POND AND BE
A MINIMUM 4' IN WIDTH.
4. LOW FLOW ORIFICE SHALL BE CONSTRUCTED OF PVC WITH 90 DEGREE ELBOW THAT EXTENDS TO A
DEPTH OF 12" BELOW THE PERMANENT POOL ELEVATION. ANY ADDITIONAL ORIFICES SHALL UTILIZE
SOME FORM OF TRASH GUARD.
5. INCLUDE ADDITIONAL ORIFICES IN THE OUTLET STRUCTURE PER THE DETAILS TO RELEASE FLOWS FROM
LARGER STORM EVENTS.
6. CONSTRUCT OUTLET STRUCTURE ON CONCRETE BALLAST PAD PER DESIGN SPECIFICATIONS. IF
BALLAST PAD IS NOT REQUIRED, ADD 12" MIN. STONE BEDDING.
7. EMERGENCY SPILLWAY SHALL BE CONSTRUCTED OF CLASS 1 RIPRAP. GEOTEXTILE FABRIC SHALL BE
PLACED UNDER STONE. RIPRAP SHALL EXTEND DOWN THE OUTSIDE OF THE BERM TO NATURAL GRADE.
8. BOTTOM OF BASIN TO BE GRADED TO ALLOW MIN. 0.50% SLOPE TOWARD OUTLET STRUCTURE.
9. DUE TO THE DIFFERENCE IN THE DISCHARGE PIPE INVERT VERSUS THE BOTTOM OF POND ELEVATION,
THE OUTLET STRUCTURE IS TO BE FILLED WITH CONCRETE TO AN ELEVATION EQUAL WITH THE
PERMANENT POOL.
10. THE WET POND MUST BE CONSTRUCTED OF LOW PERMEABILITY SOILS TO MAINTAIN THE PERMANENT
POOL ELEVATION. THE USE OF A CLAY LINER, GEOMEMBRANE OR GEOSYNTHETIC CLAY LINER WILL BE
REQUIRED SHOULD THE NATIVE SOILS (IN-SITU MATERIALS) DEMONSTRATE THE INABILITY TO MEET THE
REQUIRED LINER PARAMETERS -NATIVE SOILS AS TESTED BY A LICENSED GEOTECHNICAL ENGINEER.
ALTERNATIVE LINERS SHALL BE APPROVED ON A CASE-BY-CASE. LINER SHALL BE CONSTRUCTED OR
COMPACTED SUCH THAT THE INFILTRATION RATE IS NO MORE THAN 0.01 IN/HR
'11. IF "IN-SITU" SOILS ARE TO BE USED, THEN A SOIL ANALYSIS SHALL BE CONDUCTED BY A LICENSED
GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONSITE SOILS (RESIDUAL AND FILL) CONTAIN LOW
PERMEABILITY PROPERTIES SUFFICIENT TO RETAIN WATER WITHIN THE STRUCTURE. IT IS HIGHLY
RECOMMENDED THAT THE IN-SITU SOILS BE TESTED FOR HYDRAULIC CONDUCTIVITY & INFILTRATION
RATE.
12. ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMP MUST MEET THE FOLLOWING
REQUIREMENTS: -MIX MUST BE UNIFORM AND FREE OF MATERIAL GREATER THAN 2" (STONES. STUMPS,
ROOTS, ETC.) -TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THAN 10% CLAY (EXCEPT LINER WHEN
REQUIRED) -MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIES) AND 5% (TURF
AREAS)
P WET DETENTION POND MAINTENANCE PLAN
1. ONCE THE SITE AND CONTRIBUTING UPLAND DRAINAGE AREA HAS BEEN STABILIZED, ALL
CONSTRUCTION DEBRIS/SILT SHALL BE REMOVED FROM THE POND AND THE PERMANENT STORAGE
VOLUME/DEPTH SHALL BE ESTABLISHED AND VERIFIED IN ACCORDANCE WITH THE APPROVED
DESIGN (POND SHALL BE AS -BUILT VIA FIELD SURVEY AND VERIFIED BY THE DESIGN ENGINEER OR
EQUAL).
2. POND SHALL BE CONSTRUCTED, INCLUDING THE INSTALLATION OF ANY REQUIRED LINERS,
STRUCTURES AND VEGETATION PLANTINGS AS SPECIFIED WITHIN THE DESIGN DOCUMENTS.
3. UPON COMPLETION OF POND CONSTRUCTION, THE POND SHALL BE FILLED WITH WATER UP TO THE
PERMANENT POOL ELEVATION. FILLING OF THE PERMANENT POOL SHALL BE COORDINATED WITH
CITY OF STATESVILLE, POOL CAN EITHER BE FILLED VIA NATURAL RAINFALL OR WITH POTABLE
WATER.
4. POND SHALL BE MAINTAINED AS SPECIFIED AND MAINTENANCE IS THE RESPONSIBILITY OF THE
OWNER.
5. THE PROPERTY OWNER AND/OR HOA WILL BE RESPONSIBLE FOR THE ANNUAL INSPECTION OF
STORMWATER BMP'S.
6. THE GRASS SIDE SLOPES SHALL BE MOWED MONTHLY, OR AS NEEDED.
7. TREES AND INVASIVE SPECIES SHALL BE REMOVED FROM WITHIN THE POND AND ON THE
EMBANKMENTS ON A SEMI-ANNUAL BASIS.
8. TRASH SHALL BE REMOVED FROM THE INSIDE OF, AND AROUND THE POND OUTLET STRUCTURE AND
THE STRUCTURE SHALL BE EXAMINED FOR DAMAGES ANNUALLY.
9. THE OUTLET STRUCTURE ORIFICES ARE TO BE CLEANED AND UNCLOGGED MONTHLY, OR
IMMEDIATELY FOLLOWING LARGER STORM EVENTS.
10. THE OUTLET PIPE IS TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED ON AN ANNUAL BASIS.
11. MONITOR THE ACCUMULATION OF SEDIMENTATION ANNUALLY. SEDIMENT IS TO BE REMOVED FROM
THE PERMANENT POOL WHEN THE VOLUME HAS BEEN REDUCED BY 25%. SIMILARLY, SEDIMENT IS TO
BE REMOVED FROM THE FOREBAY WHEN THE VOLUME HAS BEEN REDUCED BY 50%.
12. THE POND BOTTOM SHALL BE MAINTAINED TO PROVIDE PROPER DRAINAGE TOWARDS OUTLET
STRUCTURE. (0.5% MIN BOTTOM SLOPE).
13. ENERGY DISSIPATORS ARE TO BE INSPECTED, CLEANED, AND REPAIRED AS NEEDED.
14. REPAIRS TO THE POND BERMS, SIDE SLOPES, OR ANY ERODED AREAS SHALL BE ADDRESSED
ANNUALLY OR AS NEEDED.
15. MANAGEMENT OF ALL VEGETATION SHOULD BE MONITORED ON AN ANNUAL BASIS TO ENSURE
PROPER PLANT LIFE IS MAINTAINED AT ALL TIMES.
16. CITY OF STATESVILLE MUST BE NOTIFIED IN WRITING OF ANY CHANGES IN MAINTENANCE
RESPONSIBILITY FOR THE STORMWATER DEVICES AT THE SITE.
17. AT MINIMUM, THE TOP AND INTERIOR OF THE POND SHALL BE STABILIZED WITH TALL FESCUS SOD
OR OTHER APPROVED MATERIAL. SEEDING WILL NOT BE PERMITTED.
18. OPEN TOP STRUCTURE SHALL BE PROVIDED WITH TRASH RACK THAT CAN BE REMOVED IN ORDER
TO PROVIDE ACCESS TO STRUCTURE.
I
-
1
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I I
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-- 1
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.... __...... ..._.. - _..----------
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\�------------------ __..--.-------- _--_-__-- _ ------------- - - - - - - �) I
_ .. _._. -
_...._
I............... ..................
77
I
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_._._- �
..........
_
. SEDIMENT FOREBAY
- -TOP OF-FOREBAY----865.50--- PERMANENT POOL - . - .
STORAGE = 1,814 CU.FT PERMANENT DMP EASEMENT (ELEV. 866.00)
STORAGE AT 865.50
BMP WET POND #100
C J
BMP WET DETENTION BASIN
TOP BERM = 871.00 :....
EMERGENCY SPILLWAY =870.00•• /
- - - -
ORIFICE "D" 6,x12" @ 867.00
~_r
-� ..........................ORIFICE t�E„ = 1..25" @ 866.00
PERMANENT POOL = 866.00 \ '
VEGETATED SHELF TOP = 866.50 - _--
-- VEGETATED SHELF BOTTOM = 865.50 _
BOTTOM POOL. 862:50
........................................
EMERGENCY SPILLWAY
-
63LF - 15" RCP @ 1.59%
UPSTREAM INV. = 866.00
..::::.........
DOWNSTREAM INV. = 865.00 - _
_._ . .
-�
GRAPHIC SCALE BMP WET FOND #10`0
10 0 5 10 20 40
® .
( IN FEET )
1 inch = 10 ft. 8' VARIES 3' 3 1. 5'
VARIES 4' VARIES
TOP OF EMBANKMENT "A"
PROPOSED 2x2' I.D. PERMA NEN T WA TER
PRECAST OUTLET QUALITY POOL
EMERGENCY SPILLWAY "B" _ _ STRUCTURE (ELEV. 866.00)
2x2' OPEN TOP WEIR -"C" 10 -YR STORM ELEV. 867.29
-ALL RISERS TO HAVE -- _
10' VEGETATED SHELF TRASH RACK, (SEE DETAIL
Q _! (2 -YR STORM ELEV. 867.02)
RIP -RAP APRON 0 ___ ON SHEET BMP -6)
(SEE SHEET GP -2) w ----- ORIFicE 'o" 1 51DE
DowNSPouT � (ELEV. 865.50)
12" BELOW PERM. O
r�
POOL ELEV. ('E'�
O
�, z.. _,1;.•� (SEE DETAIL SHEET BMP -S) FOREBAY Q�
FILL TO BE �0
PLACED OVER
PIPE ONLY AT CL
SEDIMENT CLEANOUT BOTTOM OF POND 863.50 N
OUTLET
`SEDIMENT CLEANOUT _(BOTTOM ELEVATION)_ 862.50____
BOTTOM INVERT ------
(ELEV 864.00)
BALLAST PAD - 3' X 3' X 1'
ANTI SEEP COLLAR (TYP.)
(SEE DETAIL SHEET BMP -5) EXTRA 1' OF SEDIMENT
OF PERMANENT POOL
STORAGE AT BOTTOM
*FOR MAINTENANCE ACTIVITIES,UTILIZE DRAIN PIPE
& MUD PUMP WITH INTAKE/DISCHARGE FILTER
STORMWATER
PROVIDE RIP -RAP
APRON FROM DISCHARGE
PIPE TO FOREBAY BOTTOM
DATE ISSUED FOR REV
'91/4/2016 initial Submittal to City of Statesville 0
2103/20'97 Second Submittal to City of Statesville I
510.5/2017 Revised Submittal per NCDEQ Comments 2
4 7W
1
R
AS,
Know wh®at% below.
/Vorg Lt cnol" One -Call Center all bef o you dig.
R. �
♦ Associates,
Engineering dSurveyingPlanninli
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall riot 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 p Eriglneer's .Seal p
%
®®�&*�oVSS%°�X�9°•:
41 ° °QE�L °
® SEAL � ° ^W SEAL �o
®C-- °° C-4168 r o a 036836
0 e
10
'®I911t1111®® `� �'®7111111/18��'
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
forint/Plot Date
May 05, 2017
Client
HOMES,TRUE LL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawing Title:
BMP Wetpond 1
Project oto. Drawing No.
2382
DWG File Name:
2382 -BMP Plan with [�®
Sand Filters ('�"
POND
#100
ELEV.
871.00'
ELEV.
870.00'
ELEV.
869.00'
SIZE
6"x12""'
INV.
867.00'
SIZE
1.25"
INV. DEPTH
866.00' 3.50'
SIZE
15"
SLOPE
1.679
INV. UIS
866.00'
INV. DIS
865.00'
STORMWATER
PROVIDE RIP -RAP
APRON FROM DISCHARGE
PIPE TO FOREBAY BOTTOM
DATE ISSUED FOR REV
'91/4/2016 initial Submittal to City of Statesville 0
2103/20'97 Second Submittal to City of Statesville I
510.5/2017 Revised Submittal per NCDEQ Comments 2
4 7W
1
R
AS,
Know wh®at% below.
/Vorg Lt cnol" One -Call Center all bef o you dig.
R. �
♦ Associates,
Engineering dSurveyingPlanninli
Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall riot 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 p Eriglneer's .Seal p
%
®®�&*�oVSS%°�X�9°•:
41 ° °QE�L °
® SEAL � ° ^W SEAL �o
®C-- °° C-4168 r o a 036836
0 e
10
'®I911t1111®® `� �'®7111111/18��'
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
forint/Plot Date
May 05, 2017
Client
HOMES,TRUE LL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawing Title:
BMP Wetpond 1
Project oto. Drawing No.
2382
DWG File Name:
2382 -BMP Plan with [�®
Sand Filters ('�"

P( BAIT Vic -Y- I I DATE I ISSUED FOR I REV
11/4/2016 Initial Submittal to City of Statesville
21Q3120'17 Second Submittal to City of Statesville
5/05/2017 Revised Submittal per NCDEQ Comments
0
'I
2
Engineer -
R. /eHarrisAssociates,
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 Sea! Engineer's Seal
RO CARO
ESS/Q°Qw E SQ...
o Q
$ r*, SEAL Z o ® _ aW SEAL �o
° S C-4168 ° z ^N 036836 zo
®'® ®,nR�s& ASsooSCK a' a e ®►�+v,®®®
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy I P. Murphy
Print/Plot Date
May 05, 2017
Client
TRUE , LL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project-
Larkin
u ltl- I ly
Development
3ravdin Title:
BMP 1#100 nCa Plan
Project No. Drawing No.
2382
E)WG f=ile Name:
2382 -BMP Plan with
Sand Filters
.00
'Know
what's below.
NswY4.' e"oe" One -Call Center
Call before you dig.
Engineer -
R. /eHarrisAssociates,
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 Sea! Engineer's Seal
RO CARO
ESS/Q°Qw E SQ...
o Q
$ r*, SEAL Z o ® _ aW SEAL �o
° S C-4168 ° z ^N 036836 zo
®'® ®,nR�s& ASsooSCK a' a e ®►�+v,®®®
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy I P. Murphy
Print/Plot Date
May 05, 2017
Client
TRUE , LL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project-
Larkin
u ltl- I ly
Development
3ravdin Title:
BMP 1#100 nCa Plan
Project No. Drawing No.
2382
E)WG f=ile Name:
2382 -BMP Plan with
Sand Filters

and
Filter...R b
l�lalntenance and Schedule ,
o
TABKB �
SCHEDULE
Inspect banks and surrounding drainage areas
Monthly
for erosion and stabilize if necessary.
Street sweep parking lot
Quarterly
Trash removed
Monthly
Inpsect 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
Weekly to bi-weekly, during the growing season,
patterns to prevent compaction and prevent weed
as needed other seasons
growth. Bag clippings to prevent thatch build-up.
Light fertilizing to establish healthy roots
Only during the first 2 years
Aerate and dethatch basin floor
Every 2 years
NOTES -
SAND MEDIA SPECIFICATION: SAND MEDIA SHALL MEET ASTM C33 OR EQUIVALENT
:T
GRAPHIC SCALE
—10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
8'
TRASH RACK (TYP.)
TOP OF EMBANKMENT "A" 854.00
EMERGENCY SPILLWAY"B" 853.50
c%
IQ
�Q 5"x12" ORIFICE INVERT -- --
ELEV = 852.00
PROPOSED 3'X3' ®.D.
2'X2'1.D. PRECAST CONCRETE �–
OUTLET STRUCTURE
I I—IT
(vl
847.00—,
846.70
"17"
BALLAST PAD — 3' X 3' X I'
— - — 50LF - 15" ROMP CC
UPSTREAM INV.
-- -- DOWNSTREAM`
O1
PERFORATED
DRAIN PIPE
i
—'BMP DETENTION POND #200 AND
SAND FILTER,.,... \
TOP BERM = 854.00.
EMERGENCY SPILLWAY = 853.50
TOP OF RISER "Cl" = 853:00....
ORIFICE "C2" = 5"X 12" @ 852.00-•..
ORIFICE "D" = 6" @ 847.00
WOELEV = 851.12 \
WOELEV ORIFICE = 2" @ 851,12
BOTTOM POND = 849.00
UNDERDRAIN
12" PERFORATED RISER
12" PERFORATED RISER
WITH PLUG & FILTER SOCK
1.5'
TOP OF SLAB -"Cl"
100 -YR - 24HR ELEV. = 852.90
s _ _fi"x17 4)-PRINCIPALWEtR-"C2',_10-YR_24HR ELEVT852.39 FOREBAY TOP OF EMBANKMENT 852.00
FOREBAY SPILLWAY 851.00 _ _ _ FOREBAY
1 -YR = 24HR ELEV. = 851.50 — _�\ /
WOv ECFV. = 859.33 -- -- -- — --- — �e� — — -- ` -- Q ---- — — --
2" ORIFICE INVERT ELEV = 851.33 �' \0 00 2.00'
(b. ° °
849.00 °
o w
-- ` --- – 25' SAND�� "G" HDPE UNDERDRAIN I ��
847.00 LLQ l
ORIFICE - T o°oo11 °000000 0.75'GRAVEL
6" PVC PERFORATED UNDERDRAIN PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
�- ANTI -SEEP COLLARS (TYP.) �-
(SEE DETAIL)
EXISTING STORM STRUCTURE PKAP
F IT IM111 .... 11111 1, 111"(1112111111
ru"ETAIL ""N.T.S.
852.00
DATE I ISSUED FOR REV
111412016 Initial Submittal to City of Statesville 0
2103f2017 Second Submittal to City of Statesville 1
5/05/2017 Revised Submittal per NCDEQ Comments 2
Engineer -
K. Associates,
Engineering - band 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
CA,p®®rs ®,®�`111111111roos®
CA t f o�
SEAL r _ oW SEAL �o
oC-4168 3, ,�F
m z o 036836 ,
Al
ASS®�®�'`
i'aanaa Dai®
Project Manager Drawn
A. Bowers®x A. Bewersox
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
May 05, 2017
Client
HOMES,TRUE LLL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project: Larkin
Multi -Family
Development
Drawing Title.
BMP Detention Pond
Sand Filter #200
Project No. Drawing No.
2382
DWG File Name:
2382 -BMP Plan with
Sand Filters m
i1
VJ
AFT
below.
Know wh•t%
N &4t-4,4One-Call Center
Call before you dig"
Engineer -
K. Associates,
Engineering - band 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
CA,p®®rs ®,®�`111111111roos®
CA t f o�
SEAL r _ oW SEAL �o
oC-4168 3, ,�F
m z o 036836 ,
Al
ASS®�®�'`
i'aanaa Dai®
Project Manager Drawn
A. Bowers®x A. Bewersox
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
May 05, 2017
Client
HOMES,TRUE LLL
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project: Larkin
Multi -Family
Development
Drawing Title.
BMP Detention Pond
Sand Filter #200
Project No. Drawing No.
2382
DWG File Name:
2382 -BMP Plan with
Sand Filters m

................ _
�� .._-- °yam,,. .................. ..........:.......... f - DATE 13SUF-D FOR AF_V
MAINTENANCE ACCESS -••-
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING ` �-_ - ` "/' �. Statesville � •':. �--�"'`�� • � � •"'••.. .�-- � 111�'120'l6 Initial Submittal to City of �fiatesville 0
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 '' \ - -• .• 2(0'v/2(D17 Second Submittal to City of Statesville 1
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN U C 516512017 Revised Submittal per 9CDEt Gorr,rnents 2
ADDITION, A 10 -FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER - i ----------------- ------- __...__.-------._-----.•
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 - '`'�-
•4�
_ .......
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,
860--
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
BMP DETENTION POND#30(TAND \ o
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A -- " SAND FILTER
......................................:...........
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS ,I
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. l -` TOP BERM = 867.06-----`
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN ......• t �1 '' EMERGENCY SPILLWAY = 866.5D
,.
.
.
.
.
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE. '�`"""~-•--••.... - � 9oLF - 15" RCP @ 1.1'I% — . TOP OF RISER "Cl" = 866.00 '; ''•,. \,
ORIFICE "C2" = 5"X 12" @ 865.Q0
UPSTREAM INV. = 860.00 \ ORIFICE "D"= 6' @ 860.00
1: REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY ...., \ ' J DOWNSTREAM INV. = s59.0o .
., r '•. wQELEV = 864.02
A QUALIFIED PROFESSIONAL AS DESCRIBED IN 'THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION WQELEV ORIFICE = 2" @ 864.02
' BOTTOM POND = 862.00 \'
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 1
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO
ENSURE PROPER FUNCTIONING OF THE BMP. • • �`""`"' ••�•--..,."
— --
SEDIMENT FOREBAY
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES, PARTIES RESPONSIBLE FOR THE INSPECTION, -' 1 TOP OF FOREBAY = 865.00 LOT 3..
STORAGE = 1,079 CU.FT " �/ %�'9� a �1
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE "` 1552 so F -'
3�
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS (STORAGE AT 865.00) TX T O.D. PRECAST STRUCTURE ,rte i(ItAwwhaft Fbelow.
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY
THE OWNER TO THE CITY OF MONROE WITHIN TWO WEEKS OF THE INSPECTION. Nax�[ "flt�,Y One -Call center I before YOU dig.
e 1
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY , Engineer.
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:... - - ,
•-•....
..................................:........ �--
- CONSTRUCTION PHASE: DEVELOPER/BUILDER b� \ .......:.
- PROJECT ACCEPTANCE: BUILDER j
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER i ..
WARRANTEE PHASE: PROPERTY OWNER P ��r��,�1°E .• j % / � °� // ,
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION
PERFORATED
DRAIN PIPE
, San -a' ill
Maintenance and ScheUled
r
TASKSINEVAN
w. -.SCHEDULE,
Inspect banks and surrounding drainage areas
for erosion and stabilize if necessary.
Monthly
Street sweep parking lot
Quarterly
Trash removed
Monthly
Inpsect 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:I WNW& 0 By W1
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
JEvery 2 years
NOTES -
SAND MEDIA SPECIFICATION: SAND MEDIA SHALL MEET ASTM C33 OR EQUIVALENT
R. Joe Harris & Associates, Inc.
--- ------------ — --- ` --' - EMERGENCY SPILLWAY
Engineering Land Surveying • Planning
Management
127 lien Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
G J C --
`'
— � 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
j� by the Owner, Owner's Agent or Contractor to the Authority
i r
having jurisdiction.
Corporate. Seal Engineer': Seall
1
I
12" PERFORATED RISER
............
...........................
DI#302
GRAPHIC SCALE 8'
70 20 40
TRASH RACK (TYP.)
•✓
%'i11111U1i 1
°® CA ?o, 0 ° ®CA Ro
®®11111111 fll
�pVESSj6% ®�
SEAL SEAL �o
\ a° 6 C-4168 oo z °� 036836 nF
L V%01" S °�
AS 0 ®°® J®/!.�o�K �. �0 °°°
' ,L '„ ` / �/p1111111111 �- y+ (' �//►filnllll
Project f'rlarl ager Drawn
.- �•' ;�� � A. Sowersox A. Sowersox
rlt Man: eckecepai_. ger Cn#203
P. Murphy P. Murphy
Print/Plat bate
May 05, 2017
Cilerrt
UNDERDRAIN TRUE HOMES, LLC
2649 SREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
12" PERFORATED RISER P: [phone]
( IN FEET) TOP OF EMBANKMENT "N'867.00 _ WITH PLUG & FILTER SOCK
1 inch = 10 ft: EMERGENCY SPILLWAY "B" $66.50
-------------v?
Q
Q�
�0 5"x12" ORIFICE INVERT — -�
RIP -RAP APRON ON ^ ELEV = 865.00
(SEE SHEET GP -2) --
PROPOSED 3'X3'0 .D.
2'X2'1.D. PRECAST CONCRETE
OUTLET STRUCTURE
860.00
857.00
tt
I' I I i I~I hI I~ �-� BALLAST PAD - 3' X 3' X I'
'1-lllilllll Il-I�l
NATURAL GRADE
ANTI -SEEP COLLARS (TYP.)
TOP OF SLAB -"Cl" -
100 -YR -24HR ELEV. - 865.76
--- — -- — -- — ---
r, _ 5."x12"_(4)-PRIN_CWAL_WEIR-"C2'-_10-YR - 24HR ELEV. = 865.32 FOREBAY TOP OF EMBANKMENT 865.00
11YR - 24HR ELEV. = 864.41 Q�
FOREBAY SPILLWAY 864.00 _ - _ _ _ FOREBAY
WQv ELEV. = 864.02 _
�E
2" ORIFICE INVERT ELEV - 864.02 �0 Oo 2.00'
\� ° �-"
862.00
0
G � DER IN --,-
J..25'sAND " HDPE UN DRA860.00 �L-� 862.00
ORIFICE -"U' o ° 0 000 ° o o 75' GRAVEL
6" PVC PERFORATED UNDERDRAIN PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
Larkin Multi-Famil
Development
Drawing
g Title -
BMP Detention Pond And
Sand Filter if
(SEE DETAIL BMP -5)
Ba M ff-ft r-%. & S A Progect No. Dray °stt Nis.
Mr LJETENO" T 10' ON PON''D #300 /ANLff_'.) FILTER
®�®
_ D
- _
Larkin Multi-Famil
Development
Drawing
g Title -
BMP Detention Pond And
Sand Filter if
(SEE DETAIL BMP -5)
Ba M ff-ft r-%. & S A Progect No. Dray °stt Nis.
Mr LJETENO" T 10' ON PON''D #300 /ANLff_'.) FILTER

AT' ISSUED FOR REV
'11/412016 Initial Submittal to City of Statesville 0
2/03120'17 Second Submittal to City of Statesville 1
5/05/2017 Revised Submittal per NCDEO Comments 2
MANHOLEFRAME
AND COVER FOR ®®�� ��ll�®®�®®® W 8'
ACCESS ®��® ®��®®� V FREEBOARD (MIN.) 1FREEBOARD (MIN.)
ID
3 VARIES TURF GRASS 3 VARIES
POLYETHYLENE TURF GRASS GEOTEXT/LE FABRIC l GEOTEXTILE FABRIC 1
HIGH DENSITY
STRUCTURAL Top View Trash Rack Assembly
PLASTIC
3 3 5
CLASS 1 RIP RAP CLASS I RIP RAP
(EXTEND 5' PAST (EXTEND 5' PAST
71 TOE OF SL OPE)_ _T -rye TOE OF SL OPE). M
TRASH RACK MANUFACTURED BY
CONTECT ENGINEERED SOLUTION
1-800-338-1122
8>
8"
20' — 20'
C
CARRY RIP RAP UP CLASS I CARRY RIP RAP UP CLASS I
A SIDES OF SPILLWAY RIP RAP SIDES OF SPILLWAY RIP RAP
=1 1=1I I_I I1=1 1=1' I: = — = = = ffli�f�- __ — - _ _ _ ,N� • � �� ®�f � ���
iT �I — III I
I Io —I 11-1 I I- I I I-1 I I—III0.5 1I - 1I—
Know what% below.
ib III=III-111 I I I'' I w =III=IIIrI I No419 e One-Call Center dig.
�`
.,.�........ pia ;;
CONCRETE RISER ::e:,:1 >::<•. = �\ �� it
°:<: .t .'r �,.• I I� � --.. � �:. �-.a � � III � I� � �. � III
•r.:,'.;.,.... :�Y.',.;.'n'•.�.. III—II.--� �> ��e„�,.�° Cy�. �,� ,� �' II_III- ...� � ....� �.✓ 0...,i
F-
Ell I I=1 "
Elev. B VARIES 117*', I-III=1
L GROUNVARIES �I INATURAL GROUND
/
i
;III 1=1 11=1 11=1 I I-1 I I_ I III _I I_I,
RIP RAP & FILTER FABRIC III,=III—III III^ III_I RIP RAP & FILTER FABRIC III=III-III—II 111_11
(INSTALL_ TO TOE OF SLOPE) (INSTALL TO TOE OF SLOPE)
WET POND EMERGENCY SPILL WAY SAND FIL TER EMERGENCY SPILL WA Y R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST Management
127 Ben Casey Drive, Suite 101, Fort Mill, S.C. 29708 P: [phone]
FLAT ROOF TRASH RACK <JN_11-aCT 9025 Centre Pointe Drive
ENGINEERED SOLUTIONS West Chester, OH 45069
1-800-338-1122 . r 1 1 pyo i .fr/�
o
www.conteches.com
SOME FORM OF TRACK RACK TO BE PROVIDED OVER OPENINGS ***NOTE: TRASH RACK CAN BE USED FOR SIDE ORFICES.***
AT TOP OF STRUCTURE. TRASH RACK DETAIL SHOWN IS MERELY This drawing shall not be used for construction purposes until the
FOR REFERENCE PURPOSES AND ANY APPROVED EQUAL 9 P p
MATERIAL WOULD BE SATISFACTORY. I ���N�I�C�® CONCRETE PIPE seal and signature of the responsible registrant appears on the
WALL FLARED END SECTIONS drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
NOT TO SCALE having jurisdiction.
6» i Corporate Seal Engineer's Seal
t'eaaarrr t�aso'rrr
2" MIN PVC PIPING DEPENDING ON BMP. E ®e �,°°°°.°°°° a®�� ®✓, qw® �`®,°°°°°°°° or�� s,�
SEE DETAIL ON INDIVIDUAL BMP DETAILS 72" CARO °>r� �CARO '>®,
ti �9 • �O° �pFESS/p y9 •�
O
m SEAL oW SEAL �° a
172" C-4168 ,z, ° o 036836 ;F
..'`..•-...— DOWNSPOUT PVC TO BE ONE SIZE G &Sv���
LARGER THAN ORIFICE SIZE 12 BELOW y oVf�,2_.J a TORM. BE P�ACEDOL LEVATION, SCREW-IN ON TOP &REGULARCCAP __.-._. rJAL ®,�®'j��ASSO®®'�°�� y ®'C I '®►\�o��r®®>�•
ON BOTTOM. BOTTOM CAP TO BE CORED
OUT TO 4" ORIFICE SIZE.—C---- — --B-
`%lALL -__ _
OUTLET STRUCTURE DOWNSPOUT TEE --- .:------ -- � � \\ Project Manager Drawn
DIA. +1" A. Bowersox A. Bowersox
Anti-seep collars may be constructed with class B concrete, compacted clay. The compacted clay shall have a specific DIA. DIA. Deparinnent Manager Checked
discharge of 1 x 10- 5 cm/sec or less. The following specifications shall apply to class B concrete: A \ P. Murphy P. Murphy
WALL— �.' " :.• . �. •¢ •. • a :. ; Print/Plot Date
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5.0 I 1 __ 05, 2017
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5 --TOPICUE OR GROOVE v,ALL- -E VlALL May
c) Maximum water-cement ratio gallons per sack 6.8 Client
d) Slump range 2" to 4" I----T--- � To�1cuE
e) Minimum strength - 28 day psi 2,500 DIA. WALL I GROOVE WEIGHT A -- B C -DIA.+11T LLC _ �1 HOMES, L
15" 1 2 11/4"� z"— 970 6� 27" 46"___ 73" 30" 1s" 2649 BREKONRID(�E CANTER DRIVE
_ ( 18"-72 I/2"__2 1/2 340 g„ —� ` _ „
��" L073" 36" 19" SUITE 104, MONIOE, NC 22110
TRENCH WIDTH -- - —
24" I 3" 12 1 /2" 1820 9 1 /2" 43 1 /2" 30 ' r � 1 /2" 48" 25"
1 I P: 704 238-1229
TRENCH 30' � - —_ _ _ `
I 1/Z� ^j„ 2-V00- � 1��� ---.,4 19 3/4" 73 3/4" 60 31' _ � 1
WIDTH 38" 4" 3 1 /2 5500 �� 15" 63" 34 3/4" 97 3/ 1, / '3
=1 I II III=, GRADE �_—_
I= '. " .. 1=� 1 s — 4?" 4 1 /2" j--" 6 00 21 1 /2 67" 11 1 />" 103 1/21 76" 4,5
=1 I I I I I -III=1 11=I 1 I I I=1 I- 11-
-I I L- J
5E I[ I I LII—I IIII-1
=111= I= I=1 I I w W Pc�tm
=111III_ 'I I hI I 1 8" I I I=111=
1- ;:'•.. � :' .: I`I I .i11_1.. — I1=III
A 1111 ILLI_ A I I� II II it I ILarkin Multi-Family
Developme
6" -ISI II ISI—'
TRASH RACK FASTENED ACROSS TOP OF PRINCIPAL WEIR. R It
—III II (TRASH RACK TO BE CONSTRUCTED AS TO ALLOW IT TO
BE OPENED FOR MAINTENANCE ACCESS.)
1, ' 1 I—I II ACCESS STEPS
�) 4 1 I I I UTILITY II _ PER NCDOT 2" - - PER NCDOT 2
ACCESS STEPS
111-1 LINE .66 GT 40.66 TO D
�' 840 PERENCDSTEPS
I I-1 I I I I I I II (DIAMETER I TO BE PROVIDED 5"x12" 4 ORIFICE Ir€ Tl�lm
840.66 2'
MANHOLE ACCESS MANHOLE ACCESS
6" x 12" ORIFICE BE PROVIDE Drawing °: ,
t )
- ANTI-SEEP COLLAR. = II VARIES) 7
11— • . • 1- _
WITH TRASH RACK1 5" x 12" (4) ORIFICE � WITH TRASH RACK
GLASS B CONCRETE 11 II WITH TRASH RACK 7 BMP Details
II PVC TEE 1,25" PVC TEE } (` 2 PVC TEE
=1 I I I OR COMPACTED CLAY, I 1 I- II -z" PVC TEE
_I1 1 I Z I1 I 1 -L — _— — = - J �.I) (I-- W/ OPENING ]5" RCP (` 2 PVC TEE - 2/ ENING
W/ OPENING 15" RCP 12"
W
6" PVC PERFORATED
4:
II—
=1 I 1 = •; a•a ° :. POND WA1ER SURFACE /" •-6" PVC PERFORATED \\ PND WATERSURFACE UNDERDRAIN
-111 1 1 �" I I (• 11 ( I I 1 d ELEVAT ON SURFACE UNDERDRAIN (PERMANENT °4 i
.• /� <°_ (PERMANENT POOL)
111— _ , •Q • °. • . EOEVAiION WATER / ELEVATION
POOL)
I
( \ TION
ANTI-SEEP COLLAR. -1 11; 4 '' ° (PERMANENT POOL) I I 12" l
CLASS B CONCRETE <. .4 • <.4 12„ -,
OR COMPACTED CLAY. s.. '
' ) <. AREA TO DE OTHER
WIT}i PT— 2 y,2' LD. RISER - AREA ET BE FILLED WITH
\ / c � � /
SECTION A _ A �' d ; � - CONCRETE OR OTHER -..�� r 15 CONCRETE OR OTHER PLAN- .`t'. iZs'' I.D. I�I.�7�I';IS
PLAN V I L V V •° 4e APPROVED MATERIAL AREA TO 8E OTHER
WITH
SCALE: NTS 15" CONCRETE OR OTHER I�I:f!N— 2'%�z'_i•Ta• RIS-�+�� APPROVED MATERIAL
APPROVED MATERIAL SCALE. NTS SCALE: NTS
Project N�. Ur�t�rli'� N�.
DETAIL No. SCALE
3'x3' hul'cns.rh�Fr�
SCALE. NTS - a� X3' PF;�' C ST RIS ER SCALE: NTS 2`382
ANTI-SEEP COLLAR NOT TO SCALE SALE. NTS
SHEET 1 OF 1 DING File Name.
WET POND 4j100 OUTLET STRUCTURE DETENTION POND 4L200 — OUTLET STRUCTURE WET POND 2300 — OUTLET STRUCTURE 2382-BMP Plan with
Sand Filters BIVI

MAINTENANCE
INSTRUCTIONS
ACTIVITY
The entire BMP
Replacement hAll
dead plants R • b removed r • disposed • before vegetation thathas failed on r large scale : replaced, the cause R
Dead Plantssuch
failure• ! be investigated. If the cause r be determined, it should be eliminated R- • ` any !
Fdrtilizr
other
Vegetation is too short or too long.
activities such as farming). Infertile soils should be amended before installation and then fertilized periodically thereafter. Fertilizer
The inlet device: pipe or swale
r• composed R! • minerals, `compost,rR crops,•'• materials.
Irrigation/ r.^ •
Watering of r vegetationcan often be required during the germination and establishmentof «' vegetation,as - as
The pipe is cracked or otherwise
occasionally to preserve the vegetation through drought conditions. This can typically be accomplished by pumping water retained 7�
in the ■ or ! the stream, installing rpermanent irrigation or R f RR hose bib, or g portable water
MulchingMulching should • ^ used to maintain• ' temperature r R. moisture, as `_ l as ,.. aesthetics. half inchlayer r l
Erosion is occurring in the swale.
adequate. Ideally, mulch should be removed before winter to prevent an infestation of rodents.
Weeding A
Weeding is often necessary a first growing `r • particularly ` !r grasses are outcompeting the young woody
such as reinforced turf matting or riprap to avoid future problems with erosion.
vegetation growth. The aaR for weeding may be largelyeliminated by minimizing the amountof seed used for temporaryerosion
Sediment has accumulated to a
control, Weeding may also be required if, over " or R` r• r species . entering the site ! outcompeting plants
that are specifically involved in the treatment of the stormwater.
Si -ease Control
Based on ! ! •. observations, either insecticides R (preferably) organic r of pest and fungal control should •,r
• R
Mowing
• R of perennial r R r grasses and wildflowers, especially ! .` seed ha r d .: have promotes redistri• • of r a R.
for this selfsustaining system. Mowing should be carefully controlled,especially whenperformed for aesthetics.
adjacent property owners and customers in general l.r more about i ■ theirvisionof what i aesthetically pleasing can
Erosion has occurred.
chanqe. Grasses, in healthy herbaceous stands, should never be mown more than once per year.
Adapted from NCDENR Stormwater BMP Manual Chapter 7 - Table 7-2 (Revised 092807)
MAINTENANCE FOR WETPOND BMPs
BMP ELEMENT
POTENTIAL PROBLEMS
IOW TO REMEDIATE THE PROBLEM
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
detention basin.
Areas of bare soil and/or erosive
gullies have formed.
Regrade the soil if necessary to remove the gully, and then plant a ground cover and
water until it is established. Provide lime and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at a height of approximately six inches.
The inlet device: pipe or swale
The pipe is clogged.
Unclog the pipe. Dispose of the sediment offsite.
The pipe is cracked or otherwise
Replace the pipe.
damaged.
Erosion is occurring in the swale.
Regrade the swale if necessary to smooth it over and provide erosion control devices
such as reinforced turf matting or riprap to avoid future problems with erosion.
The forebay
Sediment has accumulated to a
Search for the source of the sediment and remedy the problem if possible. Remove the
depth greater than the original
sediment and dispose of it in a location where it will not cause impacts to streams or the
design depth -for sediment
BMP.
storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting of riprap if needed
to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather
than spraying.
The vegetated shelf
Best professional practices show
Prune according to best professional practices
that pruning is needed to maintain
optimal plant health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc. Remedy the
dying.
problem and replace plants. Provide a onetime fertilizer application to establish the
ground cover if a soil test indicates it is necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on the plants rather
than spraying.
The main treatment area
Sediment has accumulated to a
Search for the source of the sediment and remedy the problem if possible. Remove the
depth greater than the original
sediment and dispose of it in a location where it will not cause impacts to streams or the
design sediment storage depth,
BMP.
Algal growth covers over 50% of
Consult a professional to remove and control the algal growth.
the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of the
basin surface.
The embankment
Shrubs have started to grow on
Remove shrubs immediately.
the embankment.
Evidence of muskrat or beaver
Use traps to remove muskrats and consult a professional to remove beavers.
activity is present.
A tree has started to grow on the
Consult a dam safety specialist to remove the tree.
embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional shows
that the embankment needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment offsite.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of damage
Contact the local NC Division of Water Quality Regional Office, or the 401 Oversight
have occurred at the outlet.
Unit at 919-733-1786.
2113 IMIMR FORM 1
,D A TE ISSUED FOR REV
11/4/20'16 Initial Submittal to City of Statesville 0
2103/2017 Second Submittal to City of Statesville 1
5105/2017 Revised Submittal per NCDEQ Comments 2
� s: q7&
IWO,
x 1'
14mw whars below.
Us
/Josg 04u" One -Call Center Call before you dig.
Engineer:
R. Joe Harris ; Associates,
rtnManagement
gineering
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
�0��0gFESSIptiC��FEssj6ti���9'•
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�rrrooirittte® �`�, ✓d'3 '�,l'a�r;a®e®,°
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print/plot rate
May 05, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin u lti- i ly
Development
Drawing Title:
BMP Details
Project Ho. Drawing No.
2382
E)WG File Horne:
2382 -BMP Plan with
Sand Filters BWO

DATE I ISSUED FOR
11/4/2018 Initial Submittal to City of Statesville
2/03/2017 Second Submittal to City of Statesville
V
0
I
Engineer's Seal
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ALL STORM TO BE R�P
CLASS III UNLESS OJrHERWISE
NOTED.
2,
CALL ATCH RMBASDRAINSTRUCTURES
01
OR 840 02 E BE PER CITY DRTONCDOT
STANDARD DETAILS
OR CITY OF ST
TESVILLE DETAILS:
HOR. SCALE:
40
o 20
Ao
i
—
(
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------ —
--------
---
FRAME & GRATE. 840
DROP INLET: 840.14 C
-FRAME GRATE: _84016
03
R 840.15
_— —
--_—
---
-- --
11
—
-- _..
—__—
l OPEN THROAT YARD
INLET: 840.04 OR 840.0
1 inch =
40ft.
MANHOLE: 840.52
RING &COVER: SEE
ITY DETAIL
�
,
VAR. SC
LE:
3.
WEIR ELEVATION ON
WEIR ELEVATION ON
CATCH BASIN REFER
DROP INLET REFERS
TO ELEVATION AT TH
TO CENTER OF GRATE.
BACK OF THE GRATE
(2.25" BELOW EOP)
1
4
0 2
p
4.
ALL YARD INLETS TO
BE OPEN ON ALL FOUR
SIDES.
1 inch =
4ft.
DATE I ISSUED FOR
11/4/2018 Initial Submittal to City of Statesville
2/03/2017 Second Submittal to City of Statesville
V
0
I
R. Joe Harris & associates, Inc.
Engineering • Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, 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
�"�/
Know what% below.
lVo�g e"" One -Call Center
Call before you dig.
R. Joe Harris & associates, Inc.
Engineering • Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, 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
oCARpt ®<.,®
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I'®I,I�Y, AS1®®8/i °`'w
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�1`�,1011'11111111i1�°®
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Chocked
P. Murphy P. Murphy
Printf lot Dat:
February 03, 2017
Client
HOMES,TRUE LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONR®E, NC 22110
P: [phone]
Project -
Larkin Mu
roject:L r i lti- ily
eve lopmen
Drawing Title:
Storm Drain Profiles
Storm Syt 100 & 10 1
Project No. Drawing No.
2382
VVG File Harne:
P.
2382 -Storm Profiles

DATE I ISSUED FOR
'11/4120,16 Initial Submittal to City of Statesville
2/031.20,17 Second Submittal to City of Statesville
NWA
A,
Kae ow Selow.
04u& .4 One -Call Center Call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort NfiH, S.C. 29708 P: [phone]
This drawing shall riot 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
0111i
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NQTES:
1.
ALL STORM TO BE
RCP CLASS III UNLESS
OTHERWISE NOTED.
2,
ALL STORM DRAINTRUCTURES
TO BE PR
NCDOTSTANDARD
ETAILS OR CITY OF STATESVILLE
DETAILS:
CATCH BASIN: 840.11
FRAME & GRATE: 840.03
DROP INLET: 840.14
OR 840.02 (SEE CITY
OR 840.15
ETAIL)
HCR.
40
SCALE:
0 20
40
FRAME & GRATE: 840.16
OPEN THROAT YARD
MANHOLE: 840.52
INLET: 840.04 OR 840.05
r
11
MMI
3.
RING & COVER: SEE
WEIR ELEVATION ON
CITY DETAIL
CATCH BASIN REFERS
TO ELEVATION AT THE
I
BACK OF THE GRAT
(2.25" BELOW EOP)
1 inc b
40fL
WEIR ELEVATION ON
DROP INLET REFER IE
TO CENTER OF GRAT
VER.
SCALE:
4.
ALL YARD INLETS TOBE
OPEN ON ALL FOUR
SIDES.
4
0 2
i 4
1 incl
Oft.
DATE I ISSUED FOR
'11/4120,16 Initial Submittal to City of Statesville
2/031.20,17 Second Submittal to City of Statesville
NWA
A,
Kae ow Selow.
04u& .4 One -Call Center Call before you dig.
Engineer:
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, Fort NfiH, S.C. 29708 P: [phone]
This drawing shall riot 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
0111i
N . ............
cj ES
SEAL
E C-4168
JQ_
SEAL z* E
'0 036836 AF
Pip
0
%%
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print"Plot Date
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Dr vein Title.
Storm Drain Profiles
Storm System 200, 300 &
301
Project No. Drawing No.
2382
014110 File Name:
12382 -Storm Profiles

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PROPERTY BOUNDARY
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GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
360
ATE I ISSUED FOR
•11/1/2016 initial ;submittal to City of Statesville
2/03/2017 Second Submittal to City of Statesville
- ---
---
VAR811N.4
.r
gl
Know what's below.
No,9 & a 4 One -Call Center
Call before you dig.
%jeer:
- ---
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_—_--
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890 --=
-
PVI STA: 1+82.5
-- I----------
l
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HIGH_ P-T.-STA:4t29
HIGH PT ELEV: 875.'(16
PVI STA: 4+29.69
PVI ELEV: 875.68
K: 31.25
LVC: 125.00
9----
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PVI ELEV: 870.7
LVC: 125.00�-
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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.
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Print/Plot Date
February 03, 2017
Client
TRUE HOMES, LL
2649 SREKONRIDGE CENTER DRIVE
SUITE 104, MONR®E, NC 22110
P: [phone]
Project:
Larkin Multi - Family
Development
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11/412016 Initial Submittal to City of Statesville 0
2/03/2017 Second Submittal to City of Statesville 1
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R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Miff, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
sea[ 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-4 '0 036836
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Projec.t Manager oravvy]
A. Bowersox A. Bowersox
Deparfi7ient Manager Checked
P. Murphy P. Murphy
Print/'lot Date
February 03, 2017
Client
TRUE HOMES, LLC
,2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi - Family
Development
Drawing Title:
Roadway Plan And Profile
Road 1 & Driveway 2
Project No, Drawing No.
23882
DWG File Name:
2382 -Roadway Plan and
I Profile R1_J
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R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fort Miff, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
sea[ 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
%J1111111111" 1'r %1s
CA Ro
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-jo F E S S16
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C_
C-4 '0 036836
"lite,
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Projec.t Manager oravvy]
A. Bowersox A. Bowersox
Deparfi7ient Manager Checked
P. Murphy P. Murphy
Print/'lot Date
February 03, 2017
Client
TRUE HOMES, LLC
,2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi - Family
Development
Drawing Title:
Roadway Plan And Profile
Road 1 & Driveway 2
Project No, Drawing No.
23882
DWG File Name:
2382 -Roadway Plan and
I Profile R1_J