SW3170305_Plansheets_20170327

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PLAN SHEET INDEX:
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SP -1 - SP -2 SITE PLAN & SITE DETAILS
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� �u �r,�,;���s�� , rq EC -1 - EC -2 EROSION CONTROL PLANS
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PREPARED �Y: EC -3 - EC -4 EROSION CONTROL DRAINAGE AREAS
e 244
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xIl EC -5 EC -8 EROSION CONTROL DETAILS
GP -1 GRADING PLAN
,A GP -2 GRADING PLAN DETAILS
SNIP -1 - SNIP -7 SNIP PLAN
M _ .
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y; SD -1 SD -2 STORM DRAIN PROFILES
R. Joe Harris & Associates Inco RP -1 - RP -2 ROADWAY PLAN & PROFILES
UP -1 GENEL UTILITY
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g SEWER PLAN
VICINITY MAP - N. T.S.
Management UP -3 SANITARY SEWER PLAN & PROFILE LINE 1
UP -4 SANITARY SEWER PLAN & PROFILE LINE 2 & 3
127 Begs Casey Drive, Suite 101, Fort Mill, 5C 29708 Phone: [phone]
UP -5 OVERALL WATER PLAN
UP -6 SEWER DETAILS
UP -7 WATER DETAILS
LP -1 - LP -2 LANDSCAPE PLAN
s.;
DATE I ISSUED FOR
111412016 in1t9al Submittal to City of States+rine
2!03123'17 Second Subrnittal to City of Statesville
14zJ#tj42g?3
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/yl" a One -Call Center
Engineer:
REV
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Know
below.
before you dig.
R. Joe Harris & Associates, Inc.
0
a
Engineering ® Land Surveying - Planning
Management
127 Ben Casey Drive, Suite luI, Fort Mill, S.C. 29708 P: (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 Seat
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Project Manager
Drawin
A. Bowersox
A. Bowersox
Deparlment iulanager
Checked
P. Murphy
P. Murphy
Ar€ntlplot Date
February 03, 2017
C€"sent
TRUE BIOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P., [phone]
Project:
Larkin Multi -Family
Development
Drawing Brie•
COVER
Project NO.
Drawing No.
2382
DING Fite Name:
V EI
2382 -Cover

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t
GAVADA WILLIAM K & BLANCHA
1 DB 1020 PG 834
i PID# 4743-50-4230
ZONING: R-8MF
if I
5'SETBACK
,` 1
i 1
1
5
`'. STARRETTE JAMES THOMAS & ANN F
DB 1970 PG 512
j ! PID# 4743-50-7295
JERNIGAN CHARLES M & DEBRA M ZONING: R-8MF
t� DB 1397 PG 1167 1�
PID# 4743-50-6216
ZONING: R-8MF
CHAMPE ROBERT C & VIRGINIA C
DB 1240 PG 254 i J
PID# 4743-50-5149
I ZONING R 8MF
LARKIN GOLF COURSE LLC
DB 2467 PG 194
PIV# 4742-49-5987
ONING: R-8MF 1
' a<
ROW
OD
CO
co /
1 /I
TOLBERT MARY E
DB 2404 PG 1900
PID# 4742-59-3568
ZONING: RA
15'SETBACK
AMITY HILL ROAD
LOT 18
1552 SQ FT
LOT 17
1552 SQ FT
LOT 16
1552 SQ FT
LOT 15
1552 SQ FT
i
1552 SQ FT
1552 SQ FT
LOT 11
LOT 12
LOT 13
LOT 14
1552 SQ FT
1552 SQ FT
1552 SQ FT
2552 SQ FT
FOX DEN DEVELOPMENT CO LLC
DB 939 PG 640
PID# 4743-50-8255
ZONING: R-8MF
PROPERTY BOUNDARY LINE
LARKIN GOLD CLUB LLC
DB 2337 PG 96
PID# 4742-69-0844
ZONING: R-8MF
EXISTING PRIVATE WELL
(WELL TO BE ABANDONED AND
CAPPED IN PLACE PER DIRECTION
& RECOMMENDATION BY SITE
GEOTECHNICAL ENGINEER. WELL
TO BE REMOVED ONLY AFTER NEW
SERVICES HAVE BEEN PROVIDED
TO PARCEL 4742-59-9620.00 AND
PARCEL 4742-49-5987.00)
5'SETBACK
1
15' SETBACK
V
EDMISTON PHYLLIS W
IDB 96E PG 493
PID# 4742-59-9620.00
ZONING: RA
& BUFFER `
1
5'SETBACK
Parcel Line Table
Line #
Length
Direction
L1
15.43
S76 25' 50.41"W
1 2
i 3.98
S76° 25' 50.41 "W
L3
57.56
S800 41'49.11"W
L4
40,.28
S800 41'49. 11 "W
Site Acreage:
4.79 Ac.± (Total)
Zoning:
L5
44.44
N220 10'42.70"W
L6
41.11
N28° 05'45.10"W
L7
2.54
N280 05'45.10"W
90.42
25' Setback for Roads
28.39
L8
L9
82.34
30.00
N22° 10' 42.70"W
NW 09'59.43"W
Land Use:
Existing - Cleared, Vacant
F15.14
L10
F110.92
N89° 32'46.02"E
Lot Size Range:
N/A
Lots Proposed:
1_11
FG .90
N89° 33' 01.40"E
-30-00d-
L12
0.00
SO° 26'07.60"E
VICINITY MAP y- N.T.S.
Development
Information
Project Name:
Larkin Multi -Family
Delta
Y'd
City of Statesville; North Carolina
Developer:
True Homes, L. L.C.
116.27
2649 Brekonridge Centre Drive, Suite 104
15.65
Monroe, North Carolina 28110
115.91
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
31.56
20' From Garage to Driveway
90.42
25' Setback for Roads
28.39
15' Setback Adjacent to Residential Zoning
15.14
5' Setback for Rion -residential
Land Use:
Existing - Cleared, Vacant
F15.14
Proposed - Multi -Family Residential
Min. Lot Width:
28Ft.
Lot Size Range:
N/A
Lots Proposed:
29
Road Lengths:
Road 1 - 513 LF
Driveway 1 - 368 LF
Driveway 2 - 132 LF
Curve Table
Curve #
Length
Radius
Delta
Chord Direction
Chord Length
C1
116.27
425.74
15.65
S84° 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
S74° 15'36"W
39.24
C4
31.56
20.00
90.42
N670 23' 10"W
28.39
C5
15.14
175.00
4 96
N24° 39'26"W
F15.14
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR
11/4/2016 Initial ;Submittal to Gity of Statesville
M3/2017 :Second Submittal to City of Statesvifle
1
N.,IX I?.cnJ4"One•Call Center
Elrligirteeir:
Im
Is.
Know what's ,e
Callbefore you dig.
0
1
R. Joe Harris & Associates, Inc.
Engineering ® Land Surveying - Planning
Management
1.27 Ben Casey llrlw, Sufic 101, Fur[ Mill, S.C. 29706 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
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t'rraject t?aaacger Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print/Mot Date
February 03, 2017
Ctierat
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project -
Larkin Multi -Family
Development
Drawing Title:
Site Plan
projevt PIC. Drawing No.
2382
DWG File Hame:
so 4
2382 -Site Plan - LJ

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48"
120" --
0-f— 112"
-
S
48"
TYPICAL CLUSTER MAILBOX FOUNDATION
NEW ASPHALT "SUPERPAVE 59.58"
TO MATCH EXISTING PAVEMENT
THICKNESS OR 2.5" MIN.
q a •' 4 , a
A d•
COMPACTED
ABC STONE
NOTES:
1. IN COORDINATION WITH THE CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT; ROLL-OUT TRASH
CANS TO BE USED IN LIEU OF COMMUNITY
DUMPSTER
Drawn
vigilantTM High Security Cluster Box Unit - Type III
12"
BACKFILL ..: ....
18"
MORE THAN 24"
1 24"
Print/Plot Date
February 03, 2017
COMPACT SELECT
Ga ❑ m ❑--_� 12112"
2649 BREKONRIDGE CENTER DRIVE
BACKFILL IN 6" LIFTS
d Q 4 p
( MATERIAL NO
Larkin Multi -Family
19 m EJ—�
1C
LARGER THAN 1
Site Plan Details
® © ❑
Draviing No,
2382
,. 141/2"
DWG P16e Name:
__ __ _
2382-Sjte Plan
❑ p ❑ 47 3/8"
PEDESTAL
515/6" ® ❑
ag
m CJ o 45"
❑
'A" 12 1 /2"
P°
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16 1/8" IN, 12112" —�—•
PEDESTAL BASE
BC7LT PATiLRN
FRONT VIEW SIDE VIEW DOOR CHART
"OCR. TYPE DLAEMICHLHEIGHT.WIDTHI
IENAW 3-3/.-x12-13116"
(VOTES: X" Arcs 10.Ir,xls-1a11s
IJ4•ARCEL - 13 3 4",.12-13116"
- DUIG�ING SLOE 3!9"x11 -3l4". -
1. This unit is approved for USPS and private applications.rRC+.uC SrIS: vigifollt r'" HIGH SECLIRIFY CLUSTER BOX t�IJIT
2. Decorative mailbox cap sold separately and is a USPS Approved
product -
3. Pedestrnl should be installed with included Rubner Pad;1'�C MoaEL 1565-16 p_v A
mounting hardware riot included, refer to installation manv�al for ;CTLE�I REe DTZ
recommendations. AFmanutactudng company NONE 9/2612012
5935 Corporate Drive u Manhattan, KS 66503 1AAWING NUMBER oi2AWtN sr
www.fiorencemeifboxes.com • (8001275-1747 I565-16CS AFD
A GIBRALTAR INDUSMR S CC_MPANY /%I., -
10 Ili I i­Fj
48"
120" --
0-f— 112"
-
S
48"
TYPICAL CLUSTER MAILBOX FOUNDATION
NEW ASPHALT "SUPERPAVE 59.58"
TO MATCH EXISTING PAVEMENT
THICKNESS OR 2.5" MIN.
q a •' 4 , a
A d•
COMPACTED
ABC STONE
NOTES:
1. IN COORDINATION WITH THE CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT; ROLL-OUT TRASH
CANS TO BE USED IN LIEU OF COMMUNITY
DUMPSTER
4
4 i
o
SAW CUT JOINTS
SEE NOTE # 1
NATES;
SEE NOTE # 2
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED 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 V 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 AOD.A ONE (1) INCH ASPHALT
OVERLAY OVER AND AROUND THE CUT AREA.
PUBLIC WORKS DEPARTMENT
SANITARY SEWER
EXISTING PAVEMENT
EXISTING
STONE
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETER
Drawn
COMPACTED
12"
BACKFILL ..: ....
18"
MORE THAN 24"
1 24"
Print/Plot Date
February 03, 2017
COMPACT SELECT
A d a w w-- d a"q ' w w w' w w w
d' •
2649 BREKONRIDGE CENTER DRIVE
BACKFILL IN 6" LIFTS
d Q 4 p
( MATERIAL NO
Larkin Multi -Family
d.��.1 a .• a w w w .v .� w '
q a d
LARGER THAN 1
Site Plan Details
4
4 i
o
SAW CUT JOINTS
SEE NOTE # 1
NATES;
SEE NOTE # 2
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED 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 V 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 AOD.A ONE (1) INCH ASPHALT
OVERLAY OVER AND AROUND THE CUT AREA.
PUBLIC WORKS DEPARTMENT
SANITARY SEWER
EXISTING PAVEMENT
EXISTING
STONE
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETER
Drawn
LESS THAN 14"
12"
14" TO 36"
18"
MORE THAN 24"
1 24"
Bedding, &
*ackfill in Paved Roads
DETAIL # REVISED
S-11 . MAY 2010
SCALE: I SHEET #
N.T.S. I _L OF 1
PLO]
PRIVATE DRIVEWAY
PAVEMENT SCHEDULE
(AA] 1" HMA SURFACE COURSE – TYPE "A"
Q 1.5" HMA INTERMEDIATE COURSE – TYPE "B"
© S" CRUSHED AGGREGATE BASE COURSE ---TYPE "O"
NOTES:
1- ONE AND ONE HALF INCH (1-112")
SUPER PAVE S9.513 BITUMINOUS
CONCRETE BINDER COURSE=
2, ONE INCH (1") SUPER PAVE SF9.5A
BITUMINOUS CONCRETE SURFACE
COURSE ONCE CONSTRUCTION IS
FINAL.
DATE I ISSUED FOR
REV
ROADWAY � E � T 1 LJ 1 V �
114/2016 Initial 8i!bmitkal to City of StatesvilEe U
2r'03I2011 Second Subic}ictal to City of StaWsville "1
a�lp� rngLdg
Nd g LT+�i"One-Calf Center
Engineer:
Is.
Know what's bel=
Cali before you dig.
am
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 13en Casey DEiw, Suilc 101, FOAN101, N101, S.C. 2008 F: (S03) 802- 1799
WWW.rjoeharris.com
This drawing shall not be used for construction purposes until the
seat 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.
�;prparate S�:al
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project Manager
Drawn
A• Bowersox
A. Bowersox
Department Manager
4 d
w w w w 4.
P. Murphy
P. Murphy
Print/Plot Date
February 03, 2017
Client
A d a w w-- d a"q ' w w w' w w w
d' •
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
d Q 4 p
Prnj��l.:
Larkin Multi -Family
d.��.1 a .• a w w w .v .� w '
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Dravrl>rrg Title:
Site Plan Details
4. ad :a
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Draviing No,
2382
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2382-Sjte Plan
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.�t~ r -
v w NOTES.
4
w a as dt�,� rell41i° 1. ALL CONCRETE SHALL BE 3000 PSI.
�'•''�'�` ti � CURB SHALL 8E TAPERED TO FINISH FLUSH WITH SIDEWALK.
GeyK yir4..� �''.r dry 1 l'Yr�;i2'k"tY 2.
°
d ��ngt � 3. CONCRETE DRIVEWAY APRONS, SIDEWALKS (WHEN
a ri✓` x -r,
CROSSING DRIVEWAYS), AND CONCRETE DRIVEWAY TIE-INS
SI -(ALL BE G" THICK, MINIMUM.
4, RESIDENTIAL DRIVEWAY TO BE 13' MW TO 24' MAX IN WIDTH.
4 a
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 2.5' 2.5' 6"
1 ED
PLACE 112" EXP. JOINT HERE WHEN rc
CROSSING EXISTING CONCRETE DRIVES C)
LU
THICKNESS = 6" I 12 D/W zf–„
RAMP X
46 4 ea d .. PAVEMENT
_ f y• G '� a• �a ma � tl '�n .• d �� �. d
.�
•a
F I -1I I—-•�-1
COMPACTED BACKFILL--= • "a�
•- :. "a .� ' .. � ..
jj_
I
_
.11
DRIVEWAY BY OTHERS
WIMAX. RECOMMENDED GRADE ' III—a L I—III—III_–I f I-
-I '
PLACE 112" EXP. JOINT HERE WHEN G" Mite, THICKNESS
CROSSING EXISTING CONCRETE DRIVES
SECTION A—A
DETAIL #
REVISED
ST -8
DEC 2010
Q
CITY F ATS ILL
sTIZE1=T
INQUSCAY•AGRtCtELTu�i
PUBLIC WORKS DEPARTMENT
Residential Driveway Cut
SCALE:
SHEET #
...: ',..
N.T.S.
1 OF 1
DATE I ISSUED FOR
REV
ROADWAY � E � T 1 LJ 1 V �
114/2016 Initial 8i!bmitkal to City of StatesvilEe U
2r'03I2011 Second Subic}ictal to City of StaWsville "1
a�lp� rngLdg
Nd g LT+�i"One-Calf Center
Engineer:
Is.
Know what's bel=
Cali before you dig.
am
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 13en Casey DEiw, Suilc 101, FOAN101, N101, S.C. 2008 F: (S03) 802- 1799
WWW.rjoeharris.com
This drawing shall not be used for construction purposes until the
seat 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.
�;prparate S�:al
CA
O��%L'j�
�oq�OFVSS/p�Po9
9
m SEAL °
C-4168
O
lwnginaer's �ea3
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Ott
9
SEAL -t
036836 ,:�F o
a
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Aj�
°0OPs9a °O `
\\
project Manager
Drawn
A• Bowersox
A. Bowersox
Department Manager
Check d
P. Murphy
P. Murphy
Print/Plot Date
February 03, 2017
Client
TRUE TOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Prnj��l.:
Larkin Multi -Family
Development
Dravrl>rrg Title:
Site Plan Details
Project No.
Draviing No,
2382
DWG P16e Name:
P"'
2382-Sjte Plan

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 15
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.
GRAPHIC ,SCALE
( IN FEET )
1 inch = 40 ft.
`SEDIMENT BASINS AND SKIMMER BASINS NEED TO BE
STABILIZED IMMEDIATELY AFTER INSTALLATION.
LIMITS OF DISTURBANCE
TOTAL= 4.00 AC±
til
5' SETBACK
SEDIMENT BASIN #300 -
DRAINAGE AREA = 0.76 AC.
TOP BERM = 867.00
SPILLWAY = 866.50
RISE WEIR = $66.00
CLEANOUT = 864.00
BOTTOM BASIN = 862.00
REQ. VOLUME = 2,736 CF
ACT. VOLUME = 8,371 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.70"
RISER = 2'X2'1.D. PCS
BARREL SIZE= 15" RCP
BARREL = 90 LF @ 1.11%
INSTALL 824LF
SINGLE ROW SILT FENCE
(SPILLWAY TO END)
1
LARKIN GOLF COURSE LLC
DB 2467 PG 194
PID# 4742-49-5987
CONSTRUCTION ENTRANCE
(SEE DETAIL)
INSTALL 33LF
SINGLE ROW SILT FENCE
(END TO CONC, OUTLET)
CONIC. OUTLET (TYP.)
INSTALL 257LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO CONIC. OUTLET)
TEMPORARY DITCH
WITH STRAW WATTLE (TYP.)
'1
- INSTALL 73LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO CONC.
OUTLET)
CONC. OUTLET (TYP,)
EX. CB
INSTALL 21 LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO END)
EMERGENCY SPILLWAY ARMOR
WITH RIP -RAP AND FILTER FABRIC
EX. CB
-� RIP RAP APRON
1
(SEE DETAILS)
25' SETBACK
- -
./
T �..T.
1
ro
10' STREET YARD
,,-,:. '•. -..��- � -- 880 �
- .................. BAFFLES (TYP.) \ ...
. l '
... CONCRETE
1"� r ...... WASHOUT :-.......:
FACILITY
'� �-�• INSTALL 141LF - •:� _� ••r~
SINGLE ROW SILT FENCE
_ CONIC. OUTLET TO CONIC.
(
` 1-- 1
1......... �l j �1 / OUTLET)
'• rte. !/ ) � l 1 r� r •`-•.I 1 11�i" � � �= 1 "�
' -
.\ I�`� •. .� \ �5S I STOP TEMPORARY DITCH AND °� ' •.. , ' .
i�_ �,� -_ •. � •!.. •"'•••..,• � .. _.,.,, �'•..
' �` • f• fj4 \ O TljTo Tn � .T� A r1''® 1� .�.. 111fIj ..__.:
�N I ''• \
_
. .....
ERGENCY SPILLWAY ARMOF DISCHARGE UNDER ENTRANCE
L ,.'.• ` v
WITH RIP -RAP AND FILTER FABRIC TEMPORARY DITCH
CREATE SMALL SUMP TO . .....
EM .
.'•.�-
WITH STRAW WATTLE (TYP.) _ � _,, � •
j..1,.. BAFFLES (TYP.) 1 CONCRETE WASHOUT
0
FACILITY
.............. ......... I /fir
I
\ TEMPORARY DITCH
\. WITH STRAW WATTLE (TYP,)
............
.......�..................... I
_ 1
\` 5' SETBACK
....... ~�' LARKIN GOLD CLUB LLC
DB 2337 PG 96
ZONING: R-8MF \ PED# 4742-6�9-0844 ,
`. ..__ - -
ZONING: R 8MF
TEMPORARY DITCH'.. 4
68' DUKE RIG)OF-WAY �� WITH STRAW WATTLE (TYP.) INSTALL 243 LF
! r
! SINGLE ROW SILT FENCE FENCE END TO CONC. OULET
- I EXISTING PRIVATE WELL
s
(WELL TO BE ABANDONED AND CAPPED IN
PLACE PER DIRECTION &
RECOMMENDATION BY SITE GEOTECHNICAL
ENGINEER. WELL TO BE REMOVED ONLY
t I °.. I I AFTER NEW SERVICES HAVE BEEN
PROVIDED TO PARCEL 4742-59-9620.00 AND
�.
PARCEL 4742-49-5987.00)
iL
I t i
UI y i 7
9 u l
8' BUFFER 68' DUKE -RIGHT-OF-WAY
15'SETBACK 0
PROPERTY BOUNDARY
15' SETBACK
�i
-I
o 8' BUFFSV
4!f F -
i
11 1 ;.� CONC. OUTLET (TYP.)
TEMPORARY DITCH I?� TEMPORARY DITCH 1
WITH STRAW WATTLE (TYP.) u WITH STRAW WATTLE (TYP.) _ INSTALL 18$LF
�I ! SINGLE ROW SILT FENCE
(CONC. OUTLET TO END)
EDMISTON PHYLLIS W
i cl BAFFLES (TYP.) j
DB 96E PG 493
.,..
•• '������... ,- � _ ... `. RIP RAP APRON
7Q STREET YARD_ \ (SEE DETAILS )
66
EMERGENCY SPILLWAY ARMOR
WITH RIP -RAP AND FILTER FABRIC
CONCRETE OUTLET (TYP.)
SEDIMENT BASIN #200
DRAINAGE AREA = 1.53 AC.
/ TOP BERM - 854.00
SPILLWAY = 853.50
RISER WEIR = 853.00
CLEANOUT = 851.00
BOTTOM BASIN = 849.00
REQ. VOLUME = 5,616 CF
ACT. VOLUME= 9,258 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.75"
RISER = 2'X2' 1.D. PCS
BARREL SIZE= 15" RCP
BARREL = 50 LF @ 0.60%
INSTALL129LF
SINGLE ROW SILT FENCE
(END TO END)
INSTALL 40LF
OF TEMPORARY 12" CMP UNDER
CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE
(SEE DETAIL)
INSTALL 20LF
SINGLE ROW SILT FENCE
(END TO CONC. OUTLET)
CONC. OUTLET (TYP.)
INSTALL 239LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO END)
25'
INSTALL41LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO FENCE END)
CONSTRUCTION SEQUENCE
VICINITY MAF' - N.T.S.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEQ AND/OR IREDELL COUNTY.
2. SET AN ON-SITE PRECONSTRUCTION CONFERENCE WITH NC DEQ AND/OR 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. THEN INSTALL
SILT FENCE, SEDIMENT BASINS, 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 EROSION 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 ANDIOR IREDELL COUNTY EROSION 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. 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 EROSION INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION
ACTIVITIES AND RAINFALL DATA (AT A MINIMUM).
9, 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.
10. 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. SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION
CONTROL GRADING PLAN. ALL LOTS WHICH CONTAIN SEDIMENT AND/OR SKIMMER BASINS ARE TO BE
DEVELOPED LAST.
11, ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR;
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS
-CONVERT SEDIMENT BMPs TO PERMANENT WET PONDS. SEE BMP DETAILS
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED)
-SUBMIT NOTICE OF TERMINATION ONCE S1TE HAS ACHIEVED 70% PERMANENT VEGETATION
EROSION CONTROL LEGEND:
W OVERALL LIMITS OF DISTURBANCE
a PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
I_I
PROPOSED INLET PROTECTION / INSTALL SILT" SACKS AFTER PAVING
x -x
PROPOSED BAFFLES
DATE I ISSUED FOR
11/4/2016 Initial Submittal to City of 5tatesviiie
2/03/2017 Second Submittal to City of Statesville
Is -
Know wi-
N-%14 C'vaP:.,.a One -Call Center
Engineer:
REV
K. Joe. Harris & Associates, Inc.
Engineering. ® Land Surveying a Manning
Management
127 lieu Casey Drive, Suite 1 U1, Fort Mill, S.C. 29705 P: (W3) 502-1799
This drawing shall not be used for construction purpases until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related tees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
�Arlaf����i
,> ��N Rpt •,,
a�`,�,yy`tIlrrf��f�,s,'
`�� �� `ARpG/%��,
PID# 4742-59-9620.00
'JF E sS;'
a frl SEALo
SEALa
. o�C-4168 a b
o 036836
ZONING: RA
2649 BREKONRIDGE CENTER DRIVE
�rrrraarerr<ti��
r7 ���al'rtrrr,e'���
Project:
Larkin Multi -Family
Development
Drawing Title:
Overall Initial EC
Project No.
Drawing No.
2382
DWO Fite /'tame:
EC -1
2382 -Erosion Control
SEDIMENT BASIN #100
RAINAGE AREA = 0.80 AC.
..................................... ::'
P BERM = 871.00
SPILLWAY = 870.00
RISER WEIR = 869.00
8y
CL ANOUT = 867.50
.'
BO TOM BASIN = 0
REQ. VOLUME = 2,880 CF
/
.-
ACT VOLUME 18,581 CF
SPIL WAY LENGTH= 8 FT
-
....................................
. =
SKIM ER SIZE (1) = 3,00"
........... '' ' .
IS
RISER 2'X2'LD. PCS ..
BARR2 SIZE= 15" RCP
.....................:.....................
25' SETBACK
-
BARREL = 63LF @ 1.59°/9
.,..
•• '������... ,- � _ ... `. RIP RAP APRON
7Q STREET YARD_ \ (SEE DETAILS )
66
EMERGENCY SPILLWAY ARMOR
WITH RIP -RAP AND FILTER FABRIC
CONCRETE OUTLET (TYP.)
SEDIMENT BASIN #200
DRAINAGE AREA = 1.53 AC.
/ TOP BERM - 854.00
SPILLWAY = 853.50
RISER WEIR = 853.00
CLEANOUT = 851.00
BOTTOM BASIN = 849.00
REQ. VOLUME = 5,616 CF
ACT. VOLUME= 9,258 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.75"
RISER = 2'X2' 1.D. PCS
BARREL SIZE= 15" RCP
BARREL = 50 LF @ 0.60%
INSTALL129LF
SINGLE ROW SILT FENCE
(END TO END)
INSTALL 40LF
OF TEMPORARY 12" CMP UNDER
CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCE
(SEE DETAIL)
INSTALL 20LF
SINGLE ROW SILT FENCE
(END TO CONC. OUTLET)
CONC. OUTLET (TYP.)
INSTALL 239LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO END)
25'
INSTALL41LF
SINGLE ROW SILT FENCE
(CONC. OUTLET TO FENCE END)
CONSTRUCTION SEQUENCE
VICINITY MAF' - N.T.S.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM DEQ AND/OR IREDELL COUNTY.
2. SET AN ON-SITE PRECONSTRUCTION CONFERENCE WITH NC DEQ AND/OR 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. THEN INSTALL
SILT FENCE, SEDIMENT BASINS, 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 EROSION 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 ANDIOR IREDELL COUNTY EROSION 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. 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 EROSION INSPECTOR AT ALL TIMES. DAILY LOG SHALL NOTE THE DATE, CONSTRUCTION
ACTIVITIES AND RAINFALL DATA (AT A MINIMUM).
9, 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.
10. 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. SEDIMENT AND SKIMMER BASINS ARE TO BE USED DURING THIS EROSION
CONTROL GRADING PLAN. ALL LOTS WHICH CONTAIN SEDIMENT AND/OR SKIMMER BASINS ARE TO BE
DEVELOPED LAST.
11, ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR;
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS
-CONVERT SEDIMENT BMPs TO PERMANENT WET PONDS. SEE BMP DETAILS
-STABILIZE SEDIMENT BMP AREAS (GRASSING W/MULCH OR HYDROSEED)
-SUBMIT NOTICE OF TERMINATION ONCE S1TE HAS ACHIEVED 70% PERMANENT VEGETATION
EROSION CONTROL LEGEND:
W OVERALL LIMITS OF DISTURBANCE
a PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
I_I
PROPOSED INLET PROTECTION / INSTALL SILT" SACKS AFTER PAVING
x -x
PROPOSED BAFFLES
DATE I ISSUED FOR
11/4/2016 Initial Submittal to City of 5tatesviiie
2/03/2017 Second Submittal to City of Statesville
Is -
Know wi-
N-%14 C'vaP:.,.a One -Call Center
Engineer:
REV
K. Joe. Harris & Associates, Inc.
Engineering. ® Land Surveying a Manning
Management
127 lieu Casey Drive, Suite 1 U1, Fort Mill, S.C. 29705 P: (W3) 502-1799
This drawing shall not be used for construction purpases until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related tees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
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Checked
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a frl SEALo
SEALa
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A�S�
2649 BREKONRIDGE CENTER DRIVE
�rrrraarerr<ti��
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Project Manager
Dra; n
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Bate
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:
Overall Initial EC
Project No.
Drawing No.
2382
DWO Fite /'tame:
EC -1
2382 -Erosion Control

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.
5 SHALL BE INSPECTED EVERY SEVEN 7
10. ALL SEDIMENT AND EROSION CONTROL DEVICE 5 ( )
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 MUDISOIL 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. 611 TO
HAVE THEIR RESPECITIVE UTILITY LINES MARKED. VERIFICATION OF UNDERGROUND
UTILITY LINES PRIOR TO DIGGING IS THE LAW.
0
U
GRAPHIC SCALE
1
( IN FEET )
1 inch = 40 ft.
`SEDIMENT BASINS AND SKIMMER BASINS NEED TO BE
STABILIZED IMMEDIATELY AFTER INSTALLATION.
INSTALL 257LF CONC. OUTLET (TYP.)
SINGLE ROW SILT FENCE
(CONC_ OUTLET TO CONC. OUTLET)
TEMPORARY DITCH
WITH STRAW WATTLE (TYP.)
INSTALL 73LF
INSTALL 33LF SINGLE ROW SILT FENCE
SINGLE ROW SILT FENCE (CONC. OUTLET TO CONC.
CONSTRUCTION ENTRANCE (FENCE END TO CONC. OUTLET)
(SEE DETAIL) OUTLET) Ex. ca
GRIP RAP APRON
ONG. WASHOUT
FACILITY (SEE DETAILS) �-
10' STREET YARD r ciRCy-� 8q-1���_
-- --� SOX
CONC. �A �•.
r
r ..
t
(TYP.)
�- - �-
ro
.19
25'SETBACK T 1 _ � �
(TYP.)
�� �1 � ., ...• ` ...�.........-•` �' ..k...... � --•� �.......,, ~860 .. •.... P
�` BAFFLES (
INSTALL 141 LF1
SINGLE ROW SILT FENCE
t .U CONC OUTLET TO GONG
�. _
....,.
� ... ... � �}"�l••�.. ..� `.. ... OUTLET)
.,.�FCS
#364 3 ,
5' SETBACK
t
sk
J �� `•.. --•�. � � � EMERGENCY SPILLWAY ARMOR �- x
I� •''•,1� '".. �'�- 'x ...�. ,.. WITH RIP -RAP AND FILTER FABRIC
1
jA r� BAFFLES (TYP.)
SED€HENT BAS€N #300 jF ) 1 . �\ ~•. `' 27
DRAINAGE AREA = 0.79 AC. ,f !• l ) ' i ..�✓
TOP BERM = 867.00 a
SPILLWAY = 866,50 ) 1 ' - Di #203 26
RISER WEIR = 866.00
.25
CLEANOUT = 864.00 ! !\ 5r
BOTTOM BASIN = 862.00
REQ. VOLUME= 2,844 CF
ACT. VOLUME = 8,071 CF
SPILLWAY LENGTH = 8 FT ' ' 6
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.70" ,• �,\ ••,•
RISER = 2'X2' LD. PGS
BARREL SIZE= 15" RCP �' .... ' ® 23 24
BARREL = 90 LF @ I A 1 /° � 7 1 L � 22 �
INSTALL 824LF :` !
SINGLE ROW SILT FENCE �\ DI #103
(SPILLWAY TO END)
1
1
iI
i
I
PROPERTY BOUNDAR
EMERGENCY SPILLWAY ARMOR
WITH RIP -RAP AND FILTER FABRIC
RIP RAP APRON
(SEE DETAILS)
GB
�........... . .....��'
Drawn
CONC.
WASHOUT
Department Manager
FACILITY
�' 28
P. Murphy
INSTALL129LF
SINGLE ROW SILT FENCE
(END TO END)
VICINITY MAF' - N.T.S.
SEDIMENT BASIN #200
DRAINAGE AREA= 1.10 AC.
TOP BERM = 854.00
CONSTRUCTION ENTRANCE SPILLWAY = 853.50
' (SEE DETAIL) RISER WEIR = 853.00
s CLEANOUT = 851.00
y INSTALL 20LF BOTTOM BASIN = 849.00
1 REQ. VOLUME= 3,960 CF
SINGLE ROW SILT FENCE ACT. VOLUME= 6,739 CF
(END TO CONC. OUTLET) SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
\ 1 , ORIFICE SIZE (1) = 1.75"
„ CONC. OUTLET (TYP.) RISER= 2'X2'].D. PCS
BARREL SIZE= 15" RCP
BARREL 50 LF @ 0.60%
INSTALL 239LF
SINGLE ROW SILT FENCE
n (CONC. OUTLET TO END)
t� •' J3;7� \ �
V.
\ \
25' SETBACK
INSTALL 41 LF
- 5' SETBACK SINGLE ROW SILT FENCE
(CONC. OUTLET TO END)
t,\ t \"�
�' j LIMITS OF DISTURBANCE
TOTAL-- 4.00 AC±
TEMPORARY DITCH
-� �' WITH STRAW WATTLE (TYP.)
3� 4 `I
\�
EXISTING PRIVATE WELL
'•.• a } � i. � '. � ATE
} (WELL TO BE ABANDONED AND CAPPED IN
d) PLA 1, �•. i PLACE PER DIRECTION 8
30 g' ° I RECOMMENDATION BY SITE GEOTECHNICAL
1 } I ENGINEER. WELL TO BE REMOVED ONLY
DI 41 x x,
•. ? i E AFTER NEW SERVICES HAVE BEEN
`i PROVIDED TO PARCEL 4742-59-9620.00 AND
I PARCEL 4742-49-5987.00)
F_3 ? co f ! INSTALL 243LF
I \ SINGLE ROW SILT FENCE
I____ (FENCE END TO CONC. OULET)
8' BUFFER
18 17 16
15' SETBACK t; I 1 ` ...68! DUKE RIGHT-OF-WAY
a
# `` `'
Vt
{ i DI #164
E- I x_ x , P " : :15' SETBACK
x DRIVEWAY 2 x
8' BUFFER.
I Dl #101 �� I
�.' CONC. OUTLET TYP.
8?1
I 11 12 13 14
.'
INSTALL 188LF
. I SINGLE ROW SILT FENCE
i (GONG. OUTLET TO END)
BAFFLES (TYP.) €
q TEMPORARY DITCH
WITH STRAW WATTLE (TYP.)
! ;1
Fes#toff .SEDIMENT BASIN #100
-
l I � DRAINAGE AREA - 124 AC
TOP BERM = 871,00
SPILLWAY = 870.00
I' ..: 1' i RISER WEIR = 869.00
O CLEANOUT = 867.50
/ I
BOTTOM BASIN _ -- 866.00
- REQ. VOLUME = 4,464 CF
S
•.• � .......... SPILLWAY LENGTH 8 FT CT VOLUME -- 581 C
SKIMMER SIZE (1) = 3.00"
Jr ;I ORIFICE SIZE (1) = 2.85„
....
RISER .= 2'X2' I.D. PCS
.............•"".............................. _
15" RCP
25` SETBACK
..............- 3
\` •• ••� ..... .. .... � ' BARBEL - 6 LF @ 1.59%
­�-'4t3`TRE1=T"YARl7- - �- RIP RAP APRON
- -
' � (SEE DETAILS)
AMITY HILL ROAD
' f
EMERGENCY SPILLWAY ARMOR
WITH RIP -RAP AND FILTER FABRIC
TEMPORARY DITCH
WITH STRAW WATTLE (TYP.)
CONSTRUCTION SEQUENCE
1. OBTAIN GRADINGIEROSION CONTROL PLAN APPROVAL FROM IREDELL COUNTY AND/OR LOCAL REVIEW
AUTHORITY.
2. SET AN ON-SITE PRECONSTRUCTION CONFERENCE WITH IREDELL COUNTY EROSION CONTROL
INSPECTOR. PRECONSTRUCT[ON 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 SHOWN 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 ANDIOR 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 ANDIOR 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 ANDIOR 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 ANDIOR 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. ALL LOTS WHICH CONTAIN SEDIMENT AND/OR SKIMMER BASINS.
ARE To BE DEVELOPED LAST.
12, ONCE SITE IS STABILIZED AS DETERMINED BY THE IREDELL COUNTY EROSION CONTROL INSPECTOR
(LQS):
-RE-CONNECT OR INSTALL PERMANENT DRAINAGE PIPES TO FULL LENGTHS
-CONVERT SEDIMENT BMPs TO PERMANENT WET PONDS. SEE BMP SHEETS.
-STABILIZE SEDIMENT BMP AREAS (GRASSING WIMULCH OR HYDROSEED)
-SUBMIT NOTICE OF TERMINATION ONCE SITE HAS ACHIEVED 70% PERMANENT VEGETATION
EROSION CONTROL LEGEND:
OVERALL LIMITS OF DISTURBANCE
PROPOSED SILT FENCE
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED CONCENTRATION OUTLET
I_I
PROPOSED INLET PROTECTION / INSTALL SILT SACKS AFTER PAVING
x -x
PROPOSED BAFFLES
DATE ISSWED FOR
1 i1,112016 Initial Submittal to City of Statesviile
2/03120/7 Second Submittal to City of Statesville
I
i
s�r
14�9 (nw" One -Call Center
Engineer:
REV
0
,l
!.,now whars below. <
fi. before you,a
R. Joe Harris & Associates, hic.
Engineering - Land Surveying - Planning
Management
12713en Casey Diiw, Suite 101,1'oft Mil 1, 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 Seat
'"J{11k17fulrl� '° s,ti}31i411f11►//
,o CAR
CARO
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Project Manager
Drawn
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
Pdrit/Flet 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:
Overall Final EC
Project, No.
Drawing No.
2382
101,NG File Name:
2382 -Erosion Control

SEDIMENT BASIN 4300
DRAINAGE AREA = 0.76 AC.
TOP BERM = 867.00
SPILLWAY = 866.50
RISE WEIR = 866.00
CLEANOUT = 864.00
BOTTOM BASIN = 862.00
REQ. VOLUME = 2,736 CF
ACT. VOLUME = 8,371 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.70"
RISER = 2X2'1,D, PCS
BARREL SIZE= 15" RCP
BARREL. = 90 LF @ 1.11%
*SEDIMENT BASINS AND SKIMMER BASINS NEED TO BE
S'T'ABILIZED IMMEDIATELY AFTER INSTALLATION.
5 �
1
•-`
�_• .
To
s so
7v
TV
..
J77. 4# -71
•
� , :' •.�,' . ... _'..•,.. ,fin r _ ,��� • � .. .................�.., =:,
ro�f.
>b.......+.STD ' .. Y SEDIMENT BASIN #200 '-- _•�'.
_ i-
... •`''•INITIAL DA 1.53 AC � '�''.., '•.
l , 4alow,
=ElmoI®I'i S6�
1 _
SEDIMENT BASIN #300
INITIAL DA 0.76 AC I
1 r.
�\ x --.
P
- �� 3 LIMITS OF DISTURBANCE
/ ® �� 4 j I 3 TOTAL= 4.00 AC-G
1 3 i
Ail
iii _ $ ':j'•..,'' •`, ��� `�.
.... y
'•. t'i. 1
......................... •..,•::: -.: .: ���.>'�� Lig.
SEDIMENT BASIN #100 : i w
1
INITIAL DA = 0.R0 AC ;: 11
-°�°_
_. 4l
SEDIMENT BASIN #100
' DRAINAGE AREA = 0.80 AC.
a ................... _
TOP BERM 811,00
I SPILLWAY = 870.00 .
RISER WEIR = 869.00
TCLEANOUT = 867.50
BOTTOM BASIN = 866.00
_ _
..�, .. ....- -- - REQ. VOLUME= 2,t;8o cF
I. �T ®+� + •.r�.a=ate-i r� , ...a` sal SPILLWAY = 8 FT
A VOLUME=18 581 CF
{' SKIMMER SIZE (1) = 3.00"
13
ns—-•�tdF, a—a'—-3s ORIFICE SIZE (1) = 2.85"
RISER = 2'X2'[.D. PCS
...................
....-
15" RCP
BARREL = 63LF @ 1.59%
•.. -
SEDIMENT BASIN #200
DRAINAGE AREA = 1.53 AC.
TOP BERM = 854.00
SPILLWAY = 853.50
RISER WEIR = 853.00
CLEANOUT = 651.00
BOTTOM BASIN = 849.00
REQ. VOLUME= 5,616 CF
ACT. VOLUME = 9,258 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.75"
RISER = 2'X2'].D. PCS
BARREL SIZE= 15" RCP
BARREL = 50 LF @ 0.60%
�A\
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED S=OP,
1114!2016 Initial Submittal to City of Statesville
21'0312017 Second Submittal to City of States lie
M9_ 07
AW44 e'A,°£:. One -Call Center
REV
Is.
Know what's below.
CH11 before you dig.
0
1
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive-, Suite IOL, Fart Mill, W. 297 U8 Y: (S03) 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
,.% '.1%%IIIIJ1111111
CARQ/
,Atillilkllfl111I1
CARO/ ifff
SS�O,y9
Checked
SEAL d c -2
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_ aw SEAL �o 0
4
C-4168` 8
036836 7:�FA
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✓� °pADAA AD D° �
f / Aa AAD °O \ `
/1111!lIIIl1�ti� �
11 11I11!l11111=��
P: [phone]
Larkin Multi -Family
Development
--~
Initial Drainage Area
SEDIMENT BASIN 4300
DRAINAGE AREA = 0.76 AC.
TOP BERM = 867.00
SPILLWAY = 866.50
RISE WEIR = 866.00
CLEANOUT = 864.00
BOTTOM BASIN = 862.00
REQ. VOLUME = 2,736 CF
ACT. VOLUME = 8,371 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.70"
RISER = 2X2'1,D, PCS
BARREL SIZE= 15" RCP
BARREL. = 90 LF @ 1.11%
*SEDIMENT BASINS AND SKIMMER BASINS NEED TO BE
S'T'ABILIZED IMMEDIATELY AFTER INSTALLATION.
5 �
1
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To
s so
7v
TV
..
J77. 4# -71
•
� , :' •.�,' . ... _'..•,.. ,fin r _ ,��� • � .. .................�.., =:,
ro�f.
>b.......+.STD ' .. Y SEDIMENT BASIN #200 '-- _•�'.
_ i-
... •`''•INITIAL DA 1.53 AC � '�''.., '•.
l , 4alow,
=ElmoI®I'i S6�
1 _
SEDIMENT BASIN #300
INITIAL DA 0.76 AC I
1 r.
�\ x --.
P
- �� 3 LIMITS OF DISTURBANCE
/ ® �� 4 j I 3 TOTAL= 4.00 AC-G
1 3 i
Ail
iii _ $ ':j'•..,'' •`, ��� `�.
.... y
'•. t'i. 1
......................... •..,•::: -.: .: ���.>'�� Lig.
SEDIMENT BASIN #100 : i w
1
INITIAL DA = 0.R0 AC ;: 11
-°�°_
_. 4l
SEDIMENT BASIN #100
' DRAINAGE AREA = 0.80 AC.
a ................... _
TOP BERM 811,00
I SPILLWAY = 870.00 .
RISER WEIR = 869.00
TCLEANOUT = 867.50
BOTTOM BASIN = 866.00
_ _
..�, .. ....- -- - REQ. VOLUME= 2,t;8o cF
I. �T ®+� + •.r�.a=ate-i r� , ...a` sal SPILLWAY = 8 FT
A VOLUME=18 581 CF
{' SKIMMER SIZE (1) = 3.00"
13
ns—-•�tdF, a—a'—-3s ORIFICE SIZE (1) = 2.85"
RISER = 2'X2'[.D. PCS
...................
....-
15" RCP
BARREL = 63LF @ 1.59%
•.. -
SEDIMENT BASIN #200
DRAINAGE AREA = 1.53 AC.
TOP BERM = 854.00
SPILLWAY = 853.50
RISER WEIR = 853.00
CLEANOUT = 651.00
BOTTOM BASIN = 849.00
REQ. VOLUME= 5,616 CF
ACT. VOLUME = 9,258 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00"
ORIFICE SIZE (1) = 1.75"
RISER = 2'X2'].D. PCS
BARREL SIZE= 15" RCP
BARREL = 50 LF @ 0.60%
�A\
VICINITY MAP - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED S=OP,
1114!2016 Initial Submittal to City of Statesville
21'0312017 Second Submittal to City of States lie
M9_ 07
AW44 e'A,°£:. One -Call Center
REV
Is.
Know what's below.
CH11 before you dig.
0
1
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive-, Suite IOL, Fart Mill, W. 297 U8 Y: (S03) 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
,.% '.1%%IIIIJ1111111
CARQ/
,Atillilkllfl111I1
CARO/ ifff
SS�O,y9
Checked
SEAL d c -2
- o
_ aw SEAL �o 0
4
C-4168` 8
036836 7:�FA
°
✓� °pADAA AD D° �
f / Aa AAD °O \ `
/1111!lIIIl1�ti� �
11 11I11!l11111=��
Project Manager
Dravin
A. Bowersox
A. Bowersox
Department Mall
Checked
P. Murphy
P. Murphy
Print/ ls3t Date
February 03,.2017
Client
TRUE DOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Larkin Multi -Family
Development
Drawing Title:
Initial Drainage Area
Project Ne.
Drawing No.
2382
DWG File Maine:
c-
2382 -Erasion Control

a
U
�ONp_N
:.-. .. a,
�`��-•. ��� 3
—`�—N�_�___..—.�l�–J_�-�-_ ��,�� � ........-. lr� .-•� ...- rdY" i � .�'0 +► Afl 'F fV
i
..................
2
CONC. OUTLET (TYP.)
_
1VICINITY MAP _N.T.S.
`\ 11 SEDIMENT BASIN #200
DRAINAGE AREA = 1.10 AC,
TOP BERM = 854.00
\ SPILLWAY = 853.50
•. ` RISER WEIR = 853.00
- ` CLEANOUT = 851.00
BOTTOM BASIN = 849.00
REO. VOLUME = 3,960 CF
ACT. VOLUME= 6,739 CF
— J 1 SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.OD"
s A ORIFICE SIZE (1) = 1.75"
RISER = 2'X2' 1. D. PCS
' (r� BARREL SIZE= 15" RCF
BARREL = 50 LF @ 0.60%
/ f ' t I
1� SEDIMENT BASIN #200
� 0 _
FINAL DA — 1 10 AC �..........
�� --- '•. •. -'' ., � L..,.,...,.. ..-......, rig ..
SEDIMENT BASIN #300 !� f 4 ' • ;' r i` �p'�': 28 '` 1
DRAINAGE AREA = 0.79 AC. 7
TOP BERM = 867-00
SPILLWAY = 866.50 j- .I,••
RISER WEIR =866.00 S DIMENT BASIN #300 - ' 1 `' �� ' `�
CLEANOUT = 864.00 - —
BOTTOM BASIN = 862.00 \\ FINAL DA 0.79 AC
REQ. VOLUME = 2,844 CF \
r —•
ACT. VOLUME = 8,071 CF -'•� .' -_- �t
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 2.00" \\ '...... 6 r
ORIFICE SIZE (1) = 1.70"
RISER= 2'X2'[.D. PCS
BARREL SIZE= 15" RCP II \ . - ! •- •, r::�..... �......, e
BARREL = 90 LF @ 1.11 % 2
\ 23
22 \
JRSE LLC
194 \ �x LARKIN GOLD CLUB LLC
5987 x �` DB 2337 PG 96
PID# 4742-69-0844,
3MF ZONING: R-8MF _
�rD I
�.OUco
PST MARY E
't PG 1900
2-59-356
RA
SEDIMENT BASINS AND SKIMMEER BASINS NEED TO BE
'TABILIZED IMMEDIATELY AFTER INSTALLATION.
LIMITS OF DISTURBANCE {
TOTAL- 4.00 ACt I
SEDIMENT BASIN #100
DRAINAGE AREA= 1.24 AC.
TOP BERM = 871.00
SPILLWAY = 870.00
RISER WEIR = 869.00
CLEANOUT = 867.50
BOTTOM BASIN = 866.00
REQ. VOLUME W 4,464 CF
ACT. VOLUME = 18,581 CF
SPILLWAY LENGTH = 8 FT
SKIMMER SIZE (1) = 3.00"
ORIFICE SIZE (1) = 2.85"
RISER = 2'X2'1,D. PCS
BARREL SIZE= 15" RCP
BARREL = 63 LF @ 1.59%
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft.
DATE l ISSUED FOR
1114/2016 Initial Subrnittal to City of Statesville
2/03120/7 Second SUbmittai to City of StaleSViile
�g "A, m
A�fldTH
Ndy19 C44da a One -Call Center
Engineer
8 -
below.
Call
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 veal
e�Ot9311f11rlr��� %1011111rrrr1,0
�,•o��t� CARDS `�`��� CARO
Z;
S
SEAL o aW SEAL 2,,-
C-41 68
,,-C-4168 a_ P ° �' 036636a
t ASO o��, P�7� °°'if ICK L
'���rrrr11111t+►�� '� #'7 ''�rrr111t11����
Project Manager
Drawn
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
Pfint/blot gate
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Final Drainage Area
Project No.
Drawing No.
2382
—4
DWG F.ie Mame:
2382 -Erasion Control

GENTLE SLOPES STEEP SLOPES
SEEDING
MIXTURE
80 lbs/acre of tall fesue
100 lbs/acre tall fescue
30 lbs/acre Sericea lespedeza
(unscarified after August 15)
10 lbs/acre Ifobe lespedeza
A. BowersoX
FALL: August 25 - October
FALL: August 25 - October 15 1
SEEDING
Late winterVebruary 15 - April 15
Late winterFebruary 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into dune, add
BATES
15 lbs/acre hulled Bermudagrass
15 lbs/acre hulled Bermudagrass
M slopes are 10' or less in
Overseeding of Kobe lespedeza over fall -seeded
Overseeding of Kobe lespedeza over fall -seeded
SEEDING
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil rests, or 4600
Apply Pune and fertilizer per soil rests, or 4000
M3ENDMENTS
lbs/acre limestone and 1000 lbs/acre 10-10-10
lbs/acre limestone and 1000 lbs/acre 10-10-10
None (except
fertilizer.
fertilizer_
than 4:1
HQW Zones)
*'Extensions of time may be approved by the permitting authority based on
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
Tucking with emulsified ashpalt--- Emulsified asphalt shall be thin enough to be blown from spray equipment and formulated
for rapid setting (RS) or medium setting (AIS). 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 lbs/acre of German millet
80 lbs/acre of tall fesue
� 1
120 lbs/acre Rye (grain)
80 lbs/acre tall fesue
A. BowersoX
May I - August 15
October 25 - December 30
SEEDING
i'
Refertilize if growth is not fully, adequate.
Between December 30 - February 15,
DATES
-High Quality Water
add 50 lbs/acre of annual Kobe lespedeza.
(HQII') Zones 7 days
Apply 4000 lbs/acre straw or equivalent
Apply 4000 lbs/acre straw or equivalent
M slopes are 10' or less in
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizerper soil rests, or 2000
Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
lbs/acre limestone and 750 lbs/acre 10 -10 -IO
lbs/acre limestone and 750 lbs/acre 10-10-10
I3V+iiI dile l`�arne:
fertilizer.
fertilizer.
SEEDING SCHEDULE
TEMPORARY GROUNDCOVER APPLICATION
Ground
Stabilization*
Site AreaStabilizetian Time
Stabilization
Frame Stabilization Time
Fxeptione
Description
A. BowersoX
-Perimeter doses,
None
swales. ditches and 7 days
P. Murphy
slopes
February 03, 2097
-High Quality Water
TRUE HOMES, LLC
(HQII') Zones 7 days
None
--Slopes steeper
M slopes are 10' or less in
than 9:1 7 days
length and are not steeper
Draviing Title:
than 2.1, 14 days are
-Slopes 3:1 or
.flatter 14 days
allowed.
7 -days for slopes
2382
greater than 50
I3V+iiI dile l`�arne:
feet in length
All other areas
None (except
with slopes flatter 14 days
.for
perimeters and
than 4:1
HQW Zones)
*'Extensions of time may be approved by the permitting authority based on
weather or other site --specific conditions that make compliance
Impracticable.' (Section II.B(2)(b))
-All time frames refer to any period of inactivity.
NORTH CAROLINA
GROUND STABILIZATION REQUIREMENTS
NCDOT #5 OR �+ji7
1 t
D1 Ani vrrur
GENERAL NOTES:
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
A 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE.
3, THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE
FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED.
6. THE HARDWARE CLOTH AND GRAVEL INLET PROTECTION IS TO BE USED ON ALL
SINGLE AND DOUBLE CATCH BASINS LOCATED IN THE ROADWAY CURB AND GUTTER.
OR 157
ON
STEEL POST
19 GAUGE HARDWARE CLOTH
�m
WOVEN FILTER FABRIC
C
CV
R' MAX
-STEEL POST
WIRE FENCING
CONCENTRATION OUTLETS - SILT FE -F.
INSPECTION AND MAINTENANCE
Inspect every seven calendar days. Check for sediment buildup and wireelstone integrity. Check where runoff has
eroded around the outlet, or where the wire has sagged or collapsed by overtopping. Remove sediment accumulated
against the stone when it reaches 113 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.
19 GAUGE HARDWARE
WOVEN FILTER
R' AAAX
EXISTING GROUND
- STEEL POST
WIRE FENCING
—CLASS I RIP RAP
r— #57 WASHED STONE
STEEL POST
WIRE FENCING
FILTER FABRIC
ANCHOR SKIRT 6" MINIMUM
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.
FOR A PERIOD OF MORE THAN 30 DAYS. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
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
SELF -FASTENER ANGLE STEEL TYPE. OF 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 F
6 LINE WIRES WITH 12" STAY SPACING.• SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
5. TURN SILT FENCE UP SLOPE AT ENDS. PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS.
TEMPORARY SILT FENCE
NOTES
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.nLTER 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 -nME).
FILTER
DUMP LC
CATCH
SECTION INSTALLATION
CATCH BASIN INLET PROTECTION
DEFLECTOR
)UTLET
(INLET PROTECTION SHALL TRANSITION FROM FABRIC & WIRE MESH TO SILT SACKS ONCE FIRST LAYERS OF ASPHALT ARE INSTALLED)
SOIL STABILIZATION FABRIC �
UNDER 2-3" COURSE AGGREGATE
OR RAILROAD BALLAST
100' MIN.
y
i—
w
Ld
i—
V)
U_
m
11 .
PUBLIC STREET
CL
NOTES:
L 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
ON'T'O PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
6. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
STABILIZED CONSTRUCTION ENTRANCE
L = THE DISTANCE SUCH THAT P01NTS
A & B ARE OF EQUAL ELEVATION
TOP OF BANK
SPACING BETWEEN DITCH CHECK
12" of NCDOT #5 OR #57 -
WASHED STONE
FLOW
AREA WHERE
SEDIMENT IS
TRAPPED
0.75—FT.
1
NOTE:
ROCK CHECK TO BE REMOVED
BY GRADING CONTRACTOR AFTER
CONSTRUCTION IS COMPLETE AND
GRASSING IS ESTABLISHED
CLASS B RIP -RAP
2
} 2 -FT. MAX.
AT CENTER
0.5 -FT.
LENGTH AS REQUIRED IN PZELD
TO KEY INTO SIDE OF SLOPES
I OF DITCH (4' TO 0' TYP.)
L FILTER CLOTH
TYPICAL DITCH CHECK SECTION
PLACE STONE OVER
1.5 -FT. MIN. CM4,NNEL BANKS
CLASS BRIP-RAP
CE'N
-FTTE
.
OVERFLOW TOP OF
WEIR T
BANK
CROSS SECTION A—A THRU STONE DITCH CHECK
DATE I !;SUED FOR
14/4/2016 lid lel Subniittal to City of Statesville
2/03/2017 S(iwrid Submittal to City of Statesville
REV
0
1
mowwhan elow.
nJoxl� Om.1 ,A One -Call Center Call More you dig,
Engineer:
R. Joe Harris & Associates, Inc.
Engineering e, Land Surveying - Planning
Management
127 Ben Cs%y Drive, Suite 101, Fort N1ill, S.C. 29708 P: (S03) 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 farms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction,
Corporate Seal Engineer's'Seai
°°°°q°tiusrvarfry°° ° arae
CARO / ° �Q Chi Ro Ilii
..... oov C }I �` i tl0vo ` }I
F ES sip °° y �O e�`aFESsio 929 FF
SEAL m _ 4w SEAL T -o
o C-4168 036836 zo
'//OoeoaooOO,+\���/
8C ASS lV°a\�`�
°�rrrrl�iis►y°° `
Project Manager
Drawn
A. BowersoX
A. BowersoX
C1aI artrnant i. onager
I�hec ked
P. Murphy
P. Murphy
piintlPlot Date
February 03, 2097
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Draviing Title:
Erosion Control Details
Proje:;t �Ir.
C)i'�1w9t1g i�lt7.
2382
I3V+iiI dile l`�arne:
2382 -Erosion Control

. ,.
ipir&441 a,Hardware. d6t' art : vel �I i[��' r0tepaon
E3(CELSION
HARDWARE CLOTH AND STONE DROP INLET PROTECTION
WATTLE ..
3r'4u"L'1r1ACR1( LAM IDE (PAM) DETAIL
ttOTEsc,
11SE V..ININUM 12 IN, DIAMETER. EXCELSIORANATTLE,
USE 2 FT. WOODEN STAKES -WITH. A 2 IN. BY -2 IN.. NOMINAL CROSS SECTION.
D.YLY INSTALL: WATTLE(SI-TDA HEIQHT IN DIT4U W. FLQV WILL NOT WAH. AROUHO
WATTLE AND SCOUR BITCH $LOPE$ AND 10.5.DIRECTEU:.
INSTAL4 A MINIBLLYI OF P UPSLOPE STAKES. AND 4 W. Ym'*LUNF..51AKES AT &I MSLE
x.70 WEDGE WATTLETO BOTTOM OF DITCH.
PROVIDE STAPLES .MADE OF0,T25 IN,. DIAMETER STEEL IVIRE FORMED INTD A
U SPA?E NOT LESS THAN 12". IN LENGTH. -
E QF PAVEMENT INSTALL STAPLES APPROXINF,TELY EVERY t LIN.EAa.FOOT ON 60111 $I©ESOF WATTLE.
AMO AT. EAC6 END TO SECURE IT TO THE SO%.
INSTALL VATTINO. IN ACCORDANCE WITH.-$ECTION..1R9,1. OF -THE STVtDA35 SPECIFICATIONS,,,
PAIOR TO-POLYACRYLVVIDE (PAM) APPLICATION" OBTAIN A: SOIL SAMFP E,FROM PROJECT..
LOCATION... AND FRW OFFSITE. RATERIAL;-ANDI ANALYZE FOR-AFPROFHIATE PAI! FLOCC.U,LANT
-
TO BE APPLIED TO EACH WATTLE: -
INITIALLY APPLY..a OUNCESOF.. ANIONIC ' OR NEUTRALLY GIiARGE0_PA14 OVER WATTLE WHERE
4YATER-"ILL FLOW ANO.I OUNCE OF PAM ON MATTING -ON EACH SIDE Of, aATTLE. iiEAPPLY,
PAM .AFTER EVERY RAINFALL -EVENT THAT IS EQUAL TQ OR EXCEEDS 0.50114.
ULUPI:
ISOMETRIC VIEW
2-1 (MAX..)
NATURAL GROUND
MATTING--=//'✓ \2`' DOWNSLOPE
CROSS 'SECTION S'T'AKE.
VEE DITCH.
2 iN. See [asst c 2' UPSL OPE
7STAKE r- NATURAL: GROUND.
K ATTING � 2'. DONlNSLi)L�E
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
FLOW
ICP VXEW
FLAGGING lo.
ON ALL MIN. SANDBAG
SIDES 1
BERM- "0
c © © cI
p
V)
m p A p A
C
7
In
O
a © © D
10 MEL
PLASTIC LINING
PLAN
NOTTO SCALE
TYPE "BELOW GRADE'
2WODR
FRAME PLAN
NOT TO SCALE
TYPE 'ABOVE GRADE„
Cam patted �i ;
i
�: .f , T�' +,• �er r'rA t �� �,� a P• "�,1 �..i�: ^��,,..,o+°a'".�
_aFigure 26 ii Ter
t :i il;l, LI SWT C�' :uz[Ll 'T� � y aat€ ria ''TET
t T s [ #I. or,��t�2 :. i1 �: k. Tal � i t .(he flow-'. w_ ;icy ¢T �,� :' %?zav,
4iy F�*Ola 4tur.Ui rj. t , ri .t
I8`." Mal
SANDBAG
10 MIL
PLASTIC LINING
M
BERM
SECTION A -A
NOT TO SCALE
'-WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER, WITTH
TWO STAKES
SECTION B --B
NOT TO SCALE
raoTEs
1- ACTUAL LAYOUT DETERMINED
IN FIELD.
2 THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30 FT- OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
TEMPORARY DIVERSION DETAIL
rv�o uv uivuv� PLAII
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
STAPLES
Drawn
(2 PER BALE)
A. Bowersox
Department Mmager
P°5TL
LAIC LINING
P. Murphy
P. Murphy
WOOD OR-/
NATIVE MATERIAL
METAL STAKES
(OPTIONAL)
(2 PER BALE)
SUITE 104, MONROE, NC 22110
SECTION B -B
project'.
NOT TO SCALE
CONCRETE WASHOUT FACILITY
ONSITE CONCRETE WASHOUT FACILITY INSPECTION AND
MAINTENANCE
1. INSPECT AND VERIFY THAT ACTIVITY ARE IN PLACE PRIOR TO THE COMMENCEMENT OF ASSOCAITED ACTIVITIES.
INSPECT WHILE ACTIVITIES ARE UNDERWAY, INSPECT WEEKLY DURING THE RAINY SEASON AND OF TWO-WEEK
INTERVALS IN THE NON -RAINY SEASON TO VERIFY CONTINUED IMPLEMENTATION.
2. TFMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING
CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE FACILITIES AND 12 IN. FOR BELOW GRADE
FACILITIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD INCLUDE REMOVINGAND
DISPOSING OF HARDENED CONCRETE AND RETUR€NG THE FACILITIES TOA FUNCTIONAL CONDITION.
3. WASHOUT FACILITIES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONSTRUCTED AND READY FOR USE
ONCE THE WASHOUT IS 75% FULL.
4. REMOVE LIQUIDS OR COVER THE STRUCTURES BEFORE REDICTED RAINSTORMS TO PREVENT OVERFLOWS.
5. WHEN YOU REMOVE MATERIALS FROM THE CONCRETE WASHOUT, BUILD A NEW STRUCTURE OR, IF THE
PREVIOUS STRUCTURE IS STILL INTACT, INSPECT 'THE STRUCTURE; FOR SIGNS OF WEAKENING OR DAMAGE AND
MAKE NECESSARY REPAIRS. LINE THE STRUCTURE WITH NEW PLASTIC THAT IS FREE OF HOLES OR TEARS AND
RFPLACE SIGNAGE IF NECESSARY. IT IS VERY IMPORTANT THAT NEW PLASTIC IS USED AFTER EVERY CLEANING
BECAUSE PUMPS AND CONCRETE REMOVAL EQUIPMENT CAN DAMAGE THE EXISTING LINER.
MATERAIL REMOVAL
1. CONCRETE WASHOUTS ARE DESIGNED TO PROMOTE EVAPORATION WHERE FEASIBLE. HOWEVFR, IF STORED
LIQUID HAVE NOT EVAPORATED AND THE WASHOUT IS NEARING CAPACITY, VACUUM AND DISPOSE OF THEM IN
AN APPROVED MANNER WITH A WATERTIGHT CONTAINER,
2. REMOVE HARDENED SOILDS WHOLE OR BREAK THEM UP. PROPERLY DISPOSE OF THEM OFF SITE OR RECYCLE
THEM AS ALLOWED BY THE COUNTY AND THE. ENGINEER.
REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES
1. WHEN TEMPORARY CONCRETE WASHOUT FACILITES ARE NO LONGER
REQUIRED FOR THE WORK, THE HARDENED CONCRETE SHOULD BE REMOVED
AND DISPOSED OF. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHOULD BE REMOVED FROM THE SITE OF THE WORK
AND DISPOSED OF.
2. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE
REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE
BACKFILLED AND REPAIRED. SEEDED, MULCHED AND CRIMPED PER THE
COUNTY'S SPECIFICATIONS.
BALE
2"
I $"
S EL WIRE
STAPLE DETAIL
PLYWOOD
48" X 24'
PAINTED WHITE
3 OST
3 x YOD P'OX S'
3'
CONCRETES ASH OUT
(OR EQUIVALENT)
-BINDING WINE
BALE
NOTES
1. ACTUAL LAYOUT DETERMINED
IN FIELD.
2. THE CONCRETE WASHOUT SIGN
SHALL BE INSTALLED WITHIN
30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
ONSITE CONCRETE WASHOUT FACILITY PROCEDURES
1. CONCRETE WASHOUT AREAS SHALL BE ASTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
2. TEMPORARY CONCRETE WASHOUT FACILI'HES SHOULD BE LOCATED A MINIMUM OF 50 FT. FROM STORM DRAIN
INLETS, OPEN DRAINAGE FACILITIES, AND WATERCOURSES. EACH FACILITY SHOULD BE LOCATED AWAY FROM
CONSTRUCTION TRAFFIC OR ACCESS AREAS TO PREVENT DISTURBANCE ORTRACKING, THE AREA SHOULD BE
ABLE TO ACCOMODATE THE WASH OUT WASTE, CONCRETE SET UP, BE BROKEN DOWN AND THE DISPOSED OF
PROPERLY.
3. A SIGN SHOULD BE INSTALLED ADJACENT TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT
OPERATORS TO UTILIZE THE PROPER FACILITIES.
4. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE CONSTRUCTED ABOVE GRADE OR BELOW GRADE AT
- THE OPTION OF THE CONTRACTOR. TEMPORARY CONCRETE WASHOUT FACILITES SHOULD BE CONSTRUCTED
AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE
GENERATED BY WASHOU r OPERATIONS.
5. TEMPORARY WASHOUT FACILITIES SHOULD HAVE A TEMPORARY PIT CR GERMED AREAS OF SUFFICIENT
VOLUME -TO COMPLETFLY CONTAIN ALL LIQUID AND WASTE CONCRETE MATERIALS GENERATED DURING
WASHOUT PROCEDURES.
5. WASHOUT OF CONCRETE TRUCKS SHOULD BE PERFORMED IN DESIGNATED AREAS ONLY:
7. ONLY CONCRETE FROM MIXER TRUCK CHUTES SHOULD BE WASHED INTO CONCRETE WASH OUT.
S, CONCRETE WASHOUT FROM CONCRETE PUMPER BINS CAN BE WASHED INTO CONCRETE WASH OUT,
9. ONCE CONCRETE WASTES ARE WASHED INTO DESIGNATED AREA AND ALLOWED TO HARDEN, THE CONCRETE
SHOULD BE BROKEN UP, REMOVED AND DISPOSED OF PER SOLID WASTE MANAGEMENT. DISPOSE OF
HARDENED CONCRETE ON A REGULAR BASIS.
10. TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) - -
- TEMPORARY CONCRETE WASHOUT FACILITY (TYPE ABOVE GRADE) SHOULD BE CONSTRUCTED AS SHOWN ON
THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OP 10 FT, BUT WITH SUFFICIENT
QUAN HTY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT
OPERATIONS. INCLUDE A MINIMUM ?2 -INCH FREEBOARD. WASHOUTS AT SMALLER SITES, SUCH ASA
SINGLE-FAMILY RESIDENTIAL LOT, SHOULD 13E SIZED TO ACCOMMODATE THE EXPECTED LOAD AND CAN BE
SMALLER THAN 10 FEET VVIOE. THE SMALLER FACILITY SHOULD ALLOW FOR A 4 -INCH FREEBOARD.
- STRAW BALES, WOOD STAKES, AND SANDBAG MATERIALS SHOULD CONFORM TO: -
-STRAW BALES SHALL UE A MINIMUM OF 18" HIGH; 14" WIDE, 36" LONG AND SHOULD HAVE A
MINIMUM MASS OF 50 LBS. THE BALE SHOULD BE COMPOSED ENTIRELY OF VEGETATIVE MATTER,
EXCEPT FOR THE BINDING MATERIAL.
-BALES SHALL BE ROUND WITH STEEL WIRE, NYLON, POLYPROPYLENE STRING PLACED
HORIZONTALLY, JUTE AND COTTON BINDING SHOULD NOT BE USED. BAILING WIRE SHALL BE A
MINIMUM 14 GAUGE. NYLON OR POLYPROPYLENE STRING SHOULD BE 12 GAUGE IN DIAMETER WITH A
BREAKING STRENGTH OF 80 LBS.
-WOOD STAKES SI-IALL BE COMMERGIAL GRADE LUMBER. EACH STAKE SHOULD BE FREE FROM
DECAY, SPLITS OR SPLITS LONGER THAN THE THICKNESS OF THE STAKE OR ANY OTHER DEFECT THAT
WOULD WEAKEN THE STAKES AND CAUSE THE STAKE TO BE STRUCTURALLY UNSUITABLE. STEEL BAR
REINFORCEMENT SHOULD BE EQUAL TO #.`4 DESIGNATION OR GREATER. END PROTECTION SHOULD BE
PROVIDED FORANY FOR EXPOSED BAR REINFORCEMENT.
- PLASTIC LINING SHOULD OE A MINIMUM OF 10 MIL W POLYS n1YLENE SHEETING AND SHOULD BE FREE
OF HOLES, TEARS, OR 01HERDEFECTS THAT COMPRISE THE IMPERMEABILITY OF THE MATERIAL.
11. TEMPORARY CONCRETE WASHOUT FACILITY(TYPE BELOW GRADE)
- TEMPORARY CONCRETE WASHOUT FACILITY (TYPE BELOW GRADE) SHOULD BE CONSTRUCTED AS SHOWN
ON THE DETAILS, WITH A RECOMMENDED MINIMUM LENGTH AND MINIMUM WIDTH OF 10 FT, BUT WITH
` uFACIEN r QUAN PITY AND VOLUME TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY
WASHOUT OPERATIONS. MINIMUM 12 -INCH FREEBOARD. WASHOUTS AT SMALLER SITES, SUCH ASA
SINGLE-FAMILY RESIDENTAIL LOT, SHOULD BE SIZED TO ACCOMMODATETHE EXPECTED LOAD AND CAN BE
SMALLER'nIAN 10 FEET WIDE. THE SMALLER FACILITY SHOULD ALLOW FORA4-INCHFREEBOARD
LATH AND FLAGGING SHOULD BE COMMERCIAL TYPE.
PLASTIC LINING SHOULD BE A MINIMUM OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD BE FREE OF
HOLES, TEARS, OR OTHER DEFECTS THAT COMPRISE THE IMPERMEABILITY OF'THE MATERIAL.
12. APPROPRIATE GRAVEL OR ROCK SHOULD COVER PATHS TO CONCRETE WASHOUT FACILITIES
13. ON LARGE SITES WITH EXTENSIVE CONCRETE WORK, WASHOUTS SHOULD BE PLACED IN MULTIPLE LOCATIONS
FOR EASE OF USE BY CONCRETE TRUCK DRIVERS.
DATE ISSUED FOR
11/4/2016 initial Submittal to City of Statesville
210312017 SeCond Submittal to City of StatesvIIia
I
7--4
iJa�tP (vr a One -Call Center
REQ!
0
1
4-.
Know whaft h810W.
0811 bolls you 0119.
R. Joe Harris & Associates, Inc.
Engineering Land Surveying s Planning
Management
I27 Bea Casey Drive, Suito TUI, Port Mill, S.C. 29IG8 P: [phone]
www.rjeeharris.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
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mm
Project i anarger
Drawn
A. Bowersox
A. Bowersox
Department Mmager
Checked
P. Murphy
P. Murphy
Print/Plot Dail-
ateFebruary
February03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
project'.
Larkin M ulti-F nniiy
Deveiepment
Drawing Title.
Erosion Control Details
project No.
Drawing No.
2382
DING File Flame:
EC-
2382 -Erosion Control,

NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772-2040
www.nagreen.com
SLOPE INSTALLATION
I. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN. USING CELL -O --SEED DO NOT SEED PREPARED AREA. CELL -O SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
WITH APPROXIMATELY 12" (30cm) OF RECP's EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
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)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECPs.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE, WHEN USING THE DOT SYSTEM" STAPLES/STAKES
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.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST 13E 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
RECPs WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECPs.
�-r
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed S01-.0 (IONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772--2040
www.nagreen.com
STAPLE PATTERN GUIDE
4' (1.2 M) WIDE ROLLS
_F
8.00' [2.44M]
11
n " ^7' [1.22111!]
2.00'[0.61M]
::61- 4.00'[1.22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
2.00' [0.61 M]
4.00'[1.22M] a
-�°- 2.00' [0.61 M]
4.00'[1.22M]
1.3 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
3.00'[0.91M]
1.50' [0.46M ]
.61M
]
4.00'[1.22M]
1.7 STAPLES PER SQ. YD.
(2,0 STAPLES PER SQ. M)
Oi
L40
O Q C
1.50' [0.46M]
3.00' [0.9.1 M]
3.00' [0.91 M]
T
o C o
--2.00'[0.61M].
4.00' [1.22M]
4.00' [1.22M]
3.3' (1xm)
3.75
10
3.6 STAPLES PER SQ. YD.
3.4 STAPLES PER SQ. YD.
PER SQ, M)
(4.1 STAPLES PER SQ. M)
3.00'[0.91M]
1.50' [0.46M ]
.61M
]
4.00'[1.22M]
1.7 STAPLES PER SQ. YD.
(2,0 STAPLES PER SQ. M)
REV, 01105
REV. 01/05
SHORELINE INSTALLATION
1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION.
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
NOTE: WHEN USING CELL--O-SEED, DO NOT SEED PREPARED. AREA. CELL -O -SEED MUST BE 4NSTALLED WITH PAPERSIDE DOWN.
3. BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING THE B IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE' TRENCH
WITH APPROXIMATELY 12" (30 CM) OF EXTENDED BEYOND [[HE UP-SLOPE PORTION OF THE TRENCH. ANCHOR I
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 AM) APART IN THE BOTTOM OF THE TRENCH. H
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, AY SEED TO COMPACTED SOIL. AND FOLD REMAINING E2" (30 CM)
PORTION OF BACK OVER SEED AND COMPACTED SOIL. S 'RE OVER COMPACTED SOIL V�ITt1 A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APA ACROSS THE WIDTH OF THE tiffs
4. ROLL RECP's EITHER (A.) DOWN THE SHORELINE FOR LONG 13ANKS. (10P TO BOTTOM) OR (,) Y,ORIZONTAL-LY ACB]SS
THE SHORELINE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL RFACE. ALL RECP'sLMUST
BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE CATIONS AS SHOWN AN THE STAPLE
PATTERN GUIDE. WHEN USING THE DOT SYSTEM'", STAPLES/STAKES SHOULD BE PLACED T OU
EACH OF THENOOLORED DOTS
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. K
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" 1,5 CM T 12.5 CM)
OVERLAP.
NOTE:
* SEAM OVERLAP SHOULD BL SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION.
6. THE EDGE OF THE B AT OR BELOW NORMAL WATER LEVR_ MUST BE ANgIORED BY PLACING THE S
IN A 12" (30 CM) (DEEP X 6" (15 CM) WIDE ANCHOR TRENCH. ANCHOR THE WITH A ROW OFI�iTAPLES/STAKES
SPACED APPROXIMATALY 12 (30 CM) APART IN THE TRENCH. BACKFILL AND Ct1MPACT THE TRENCH AFTEP, STAPLING (STONE OR
SOIL MAY BE USED 14S BACKFILL.) A P
N L
NOTE: INLOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATEIkC THAN 6" (15 CM) MAY ELE NECESSARY
TO PROPERLY ANCHgR THE RECPs- E S
T /
5
T
A
K
E
S
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772=2040
www.nagreen.corn
3' (0.9m)
L
3.tY 0,01-1 )
3.3' (1.0m)
1.15 STAPLES PER SQ. YD
(1.35 STAPLES PER SQ. M)
2' (0.6m)
4' (1.2m) O
20" (0.5m)
STAPLE PATTERN GUIDE
6.07' (2.03 M) WIDE ROLLS
Q
Oi
L40
O Q C
1.50'[0.46M]
3.00' [0.9.1 M]
0 a
lis
.0
o C o
1.00' [0.30M]
2.00' [0.61 M]
4.00' [1.22M]
3.3' (1xm)
3.75
10
3.6 STAPLES PER SQ. YD.
(4.3 STAPLES
PER SQ, M)
REV, 01105
REV. 01/05
SHORELINE INSTALLATION
1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION.
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME,
FERTILIZER, AND SEED.
NOTE: WHEN USING CELL--O-SEED, DO NOT SEED PREPARED. AREA. CELL -O -SEED MUST BE 4NSTALLED WITH PAPERSIDE DOWN.
3. BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING THE B IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE' TRENCH
WITH APPROXIMATELY 12" (30 CM) OF EXTENDED BEYOND [[HE UP-SLOPE PORTION OF THE TRENCH. ANCHOR I
WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 AM) APART IN THE BOTTOM OF THE TRENCH. H
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING, AY SEED TO COMPACTED SOIL. AND FOLD REMAINING E2" (30 CM)
PORTION OF BACK OVER SEED AND COMPACTED SOIL. S 'RE OVER COMPACTED SOIL V�ITt1 A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APA ACROSS THE WIDTH OF THE tiffs
4. ROLL RECP's EITHER (A.) DOWN THE SHORELINE FOR LONG 13ANKS. (10P TO BOTTOM) OR (,) Y,ORIZONTAL-LY ACB]SS
THE SHORELINE SLOPE. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL RFACE. ALL RECP'sLMUST
BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE CATIONS AS SHOWN AN THE STAPLE
PATTERN GUIDE. WHEN USING THE DOT SYSTEM'", STAPLES/STAKES SHOULD BE PLACED T OU
EACH OF THENOOLORED DOTS
CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. K
5. THE EDGES OF ALL HORIZONTAL AND VERTICAL SEAMS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" 1,5 CM T 12.5 CM)
OVERLAP.
NOTE:
* SEAM OVERLAP SHOULD BL SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION.
6. THE EDGE OF THE B AT OR BELOW NORMAL WATER LEVR_ MUST BE ANgIORED BY PLACING THE S
IN A 12" (30 CM) (DEEP X 6" (15 CM) WIDE ANCHOR TRENCH. ANCHOR THE WITH A ROW OFI�iTAPLES/STAKES
SPACED APPROXIMATALY 12 (30 CM) APART IN THE TRENCH. BACKFILL AND Ct1MPACT THE TRENCH AFTEP, STAPLING (STONE OR
SOIL MAY BE USED 14S BACKFILL.) A P
N L
NOTE: INLOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATEIkC THAN 6" (15 CM) MAY ELE NECESSARY
TO PROPERLY ANCHgR THE RECPs- E S
T /
5
T
A
K
E
S
NORTH
AMERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
EVANSVILLE, IN 47725
800-772=2040
www.nagreen.corn
3' (0.9m)
L
3.tY 0,01-1 )
3.3' (1.0m)
1.15 STAPLES PER SQ. YD
(1.35 STAPLES PER SQ. M)
2' (0.6m)
4' (1.2m) O
20" (0.5m)
STAPLE PATTERN GUIDE
6.07' (2.03 M) WIDE ROLLS
Q
3.4STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m)
rA�--te
2' (0.6m)
4' (1.2m)
U
REV. 01105
Aft Ah
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
N
10" (0.25m)
4' (1.2m)
L40
O Q C
AMERICAN
20"
7.5m)
o C o
C C o
3.4STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
3.3' (1.0m)
rA�--te
2' (0.6m)
4' (1.2m)
U
REV. 01105
Aft Ah
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
N
10" (0.25m)
4' (1.2m)
L40
10" (0.25m)
AMERICAN
20"
7.5m)
GREEN
ERO:EiON CONTROL Products
3.3' (1xm)
3.75
STAPLES
PER SQ. YD.
(4.5 STAPLES
PER SQ. M)
REV. 41105
(I
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
A7-\,qB A
D C
Drawing Not To Scale
J rJW1
„*
1m] PA
.-EGRE
�.
5401 St. 'Wendel - Cyntlriana ltd. PH: 800-772-2040
Posey'ville, IN 47633 www.tensar'nagreenxom
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
Disclaimer -
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
Drawn on: 3-16-11
STAPLE PATTERN GUIDE
g' (2°4 M) WIDE ROLLS
NORTH
AMERICAN
GREEN
ERO:EiON CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
4.00' [1.22M]
EVANSVILLE, IN 47725
800-772-2040
www.nogreen.com
8,00' [2.44M]
-��
2.00' [0.61 M]
.-
4.00' [1.22M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
rf
40 0
2.00' [0.61 M]
3.0a' [a.91 M]
� �
1.50' [0.46M]
4.00' [1.22M]
®
®
2.00[0.61M]
2.00'[0.61M]
4.00' [1.22M]
40
4.00' [1.22M]
1.3 STAPLES PER SQ. YD.
1.7 STAPLES PER SQ.
YD.
(1.5 STAPLES PER SQ. M)
(2.0 STAPLES PER SQ.
M)
O
O
1.50' [0.46M]
1.50' [0.46M]
3.00' [0.91 M]
� �
®
3.00'[0,91M] 110 ® 0 0
® ®
2.00' [0.61 M]
1.00' [0.30M]
®
®
4.00' [1.22M]
®-�®{
2.00' [0.61 M]
1.00'[0.30M]
3.4 STAPLES PER SQ, YD.
3.6 STAPLES PER SQ.
YD.
(4.1 STAPLES PER SQ. M)
(4.3 STAPLES PER SQ. M)
REV. 01/05
CHANNEL
INSTALLATION I
DETAIL f
I
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2. Begin at the top of the channel by
anchoring the. RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up-slope portion
of the trench. Use ShoreMax mat at the
channellculvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes Spaced
approximately 12" apart across the
width of the RECPs.
3. Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4. Place consecutive RECPs end -over -end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5. Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12" (30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6. Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7.In high flow channel applications a
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8. The terminal end of the RECPs must be
anchored with a row of stapleslstakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
DATE ISSUED FOR
1114i2016 Initial Submittal to City Of Statesvillc
2I03i2017 Second Submittal to City of Statesville
r
(VNo9 C.an.&" one -Call Center
Engineer -
REV
a
1
is.
Knowwhafthelow.
Call Mom t ' .t . -a'
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.
Corparate Seal Engineer's Seal
%1"14111IfIII,, \�\yylfllllllyd!°o°
\`--\N CARD °° ��N CARR
s�FESS/p°°`/�q�.� VESS/,
° Q 4, 9! p
ria
r•, SEAL o o SEALo _
g x 8 U g 036836 a J
e, C-4168 a °
°�FF�PI CO ° 4,: :'� '°;''d ° „�?,•oo
9
°°°�° f� UG A { � \4\\\ � �" A¢�,,I t • � 1111 � �\\\\kN
pfuie-vt Manager Dram
A. BowersoX A. Bowersox
Department Manager Checked
P, Murphy P. Murphy
Priniiplut tate
February 03, 2017
CEent
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
R [phone]
Project'.
Larkin Multi -Family
Development
Drawing Title:
Erosion Control Details
Project NO. Drawing No.
2382
DWG Foie Home;
2382 -Erosion Control EC -7-4

Sch. 40
PVC Pipe
TOPOFDAM
SPILLWAY
MIN.
TOP VIEW
MSER CRE'
SEDIMENT CLEAN
OUT ELEVATION
Z
CLEAN OUT
Z/2 STAN -
SIDE VIEW
FRONT VIEW
Reverse Q Pond Outlet
by Lane Enterprises
(717)761--8175
, In n5o
TOP OF BERM WIDTH
(MIN 8')
FOR LENGTH SPILLWAY DESIGN HIGH-WATER 1' FREEBOARD
DEWNTERING
SKIMMER
(SEE DETAIL)
RQ Dimensions
3"
Size
1. There are eight different sizes of the
Eye Bolt for IM
14.0
1.5"
25.0"
16.0"
14"
2"
25.0"
16.3"
14.4"
2.5
25.0"
17.0"
15.0"
3"
27.0
20.8"
17:1 "
4"
33.0"
21-8"
Pontoon Float (Filled with
5"
37.0"
23.8"
22.0»
6"
41.0"
23.8"
25.4"
8"
49,0"
27.8"
34.4"
TOP OF BERM WIDTH
(MIN 8')
FOR LENGTH SPILLWAY DESIGN HIGH-WATER 1' FREEBOARD
DEWNTERING
SKIMMER
(SEE DETAIL)
Lid Vent Tube
Orifice
Plate
i
l_11J"l_111111JtJ1
Pivot. Holt
-Lid Attachment
Knob
,,�--Atrium Grate
(1 �"-5" Models)
1
Minimum
Depth
t Maximum
Depth
/ '-Orifice Plate
Lever Arm Yoke
Lever Arm Assembly
(Sch. 40 PVC Pipe)
Variable Pipe Length Chart
Maximum Pond Depth (Ft.)
Q Size 6 8 10 12 14 15 18 20
1.5" 6.5 9.3 12.1 15.0 17.8 20.6 23.5 26.3
2" 6.2 9.1 11.9 14.7 17.5 20.4 23.2 26.0
2.5" 6.0 8.8 11.6 14.5 17.3 20.1 23.0 25.8
Lei
Z
Q
--i
GENERAL NOTES:
3"
5.5
1. There are eight different sizes of the
Eye Bolt for IM
14.0
Lane Reverse Q Pond Outlet. The Reverse
Rope Attachment
22.5
Q mod6 number refers to the diameter of
Cq
1 10.6 13.5 1 16.3 1 19.1 1 22.E
the Sch. 40 PVC outlet lever arm.
5" 4.2 7.1
9.9 12.7 15.5 18.4 21.2
2. Reverse Q Pond Outlets are sized with
6" 3.5 6.3
9.1 12.0 14.8 17.6 20.5
the Reverse Q sizing spreadsheet, which
acs- 100
1 D.00'
can be accessed and downloaded at
7.35'
0.60'
Reverse Q Sizing Spreadsheet
Pontoon Float (Filled with
1 (j 0'
3. The Reverse Q Pond Outlet is designed
to discharge twice as much water when
the pond is almost empty than when it is
Marine Grade Foam)
5'
4'
full. This requires that the outlet lever
pond Empty
1, 880 CI'
arm move through a 45 degree range,
Position
8, 0,=,'5 SF
regardless of pond depth. The variable
0. 77 AC
869.00
lever arm length "L", is dependent on
866. ()0
63' f?CP
pond depth as shown in the table below.
1'
3.32
4. Calculated discharge rates are
3. 00 "
Basin ? Initial
dependent on proper installation.-
l5" PC CP
1.201
5. The depression under the Reverse 0 is
45'
z
designed to allow for proper drainage of
4'
8'
the pond, and to eliminate stress on the
J, 258 CF
x,6,30 Sr"
lever arm. Do not over dig the
1.50' 110"
Uj
depression in anticipation of sediment
854.00
W
buildup. When properly installed, the lever
Pond Full
M
arm will be level with the pond outlet
Position
Bain 3 Initi<Il
S. For installation and maintenance
15 KC'Y
W
instructions, please visit Lone Reverse 0
I,
�s
4.5'
R
L,_1
2, 7311'
1 8,071 up,
F -
0, 0,25 SF
1.71 e1 C
Z
866.00
1 367.00
W
90' IZC'P
1 a60-659
Lid Vent Tube
Orifice
Plate
i
l_11J"l_111111JtJ1
Pivot. Holt
-Lid Attachment
Knob
,,�--Atrium Grate
(1 �"-5" Models)
1
Minimum
Depth
t Maximum
Depth
/ '-Orifice Plate
Lever Arm Yoke
Lever Arm Assembly
(Sch. 40 PVC Pipe)
Variable Pipe Length Chart
Maximum Pond Depth (Ft.)
Q Size 6 8 10 12 14 15 18 20
1.5" 6.5 9.3 12.1 15.0 17.8 20.6 23.5 26.3
2" 6.2 9.1 11.9 14.7 17.5 20.4 23.2 26.0
2.5" 6.0 8.8 11.6 14.5 17.3 20.1 23.0 25.8
Lei
Z
Q
--i
Reverse Q Pond Dutlet
by Lane Enterprises
(717)761--8175
3"
5.5
8.3
11.1
14.0
16.8
19.6
22.5
25.3
4 5.0 7.8
1 10.6 13.5 1 16.3 1 19.1 1 22.E
1 24.8
5" 4.2 7.1
9.9 12.7 15.5 18.4 21.2
24.0
6" 3.5 6.3
9.1 12.0 14.8 17.6 20.5
23.3
Ifw(jy Grate
ww n
lane-eterpri5e.com
8" 3.3 6.1 8.9 11.8 14.6 17.4 20.3 2:5.1
Outlet Structure Reverse Q
Float Body
Outlet Pipe
to In -7, 1Y i -II FI{ I!
© 00� i I II AI I-
z =
Q � 4 III
-
�cr:
_j Fernca or. Other
1 of 1 Adaptor to Outlet Pipe
REMOVABLE TRASH RACK IS OPTIONAL
FOR EASE IN MAINTENANCE.
--------TRASH RACK 2 2
**PRECAST CONCRETE
RISER (REFER TO BMP.
SHEETS FOR POST RIP -RAP APRON
CONSTRUCTION ORIFICE
DETAILS.)**
DISCHARGE PIPE (BARREL)
BOTTOM OF BASIN
D
..4
4,
4 CONC. ANCHOR DREFER ESK N TO BALLAST PAD
r
S
SEDIMENT BASIN #100
ANTI -SEEP COLLARS
SIZE, QTY. AND SPACING VARIES
**DMP ORIFICES MAY BE CORED DURING
THE EROSION CONTROL STAGE BUT MUST
BE PLUGGED UNTIL POND IS CONVERTED*
TOP OF BERM IV DTH
(MIN 8')
TOP OF DAM
SPILLWAY CREST (L) FOR LENGTH SPILLWAY DESIGN HIGH-WATER 1' FREEBOARD
REMOVABLE TRASH RACK iS OPTIONAL
DEWATERING FOR EASE IN MAINTENANCE.
O.5' MIN.
SHIMMER TRASH RACK
RISER CREST (SEE DE'PAIL)
1
H
r **PRECAST CONCRETE
SEDI6iENT CLEAN RISER (REFER TO BMP
OUT ELEVATION SHEETS FOR POST
\ CONSTRUCTION ORIFICE
Z DETAILS.)**
x12 STAKE -
CLEAN
OUT
2
RIP -RAP APRON
DISCHARGE P€PE (BARREL)
BOTTOM OF. BASIN
CONC. ANCHOR REFER TO BALLAST PAD ANTI -SEEP COLLARS
4 OF -SIGN SIZE, QTY. AND SPAUNC VARIE5
S
SEDIMENTI'BASIN #200
INITIAL SEDIMENT BASIN DA IA BI,CICJF,-
Water Level
Sch. 40 PVC
Male/Female Adaptor
c' k,2 -Y`
I Flexible L"
Hose Variable Length Sch. 40
I Pipe from Table
Depression Depth ,
RQ
Depression
Size
Depth
STONE SIZE
Stc rrr Sr ' rrr 100
2"
9"
2.5"
7,. i
3"
12-
4"
14"
5"
17'
i0.i'0'
'.1.00
8.,
74,.
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.
rr3
V) tf1
h C3 c0
Z r � CN
1 of 1
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.
4. THERE SHALT. 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
8. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. 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 RECIEVING CHANNEL
MUST BE STABILIZED. NATURAL C
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
"SPLASH" PAD SHALL BE INSTALLED AT ALL STORM
DISCHARGES, 12" MIN. DEPTH OF CLASS I RIP RAP
WITH FABRIC.
OUTLET
L
W
DEPTH
STONE SIZE
Stc rrr Sr ' rrr 100
10. D0'
11. CO'
1.1 5'
0.50'
Stcrm S1 tem 200
10.00'
1 L00'
1. J5'
- 0.60'
5torrrn �;5t�rn „C.0
i0.i'0'
'.1.00
P.35'
Barrel Inv
In and
Out
acs- 100
1 D.00'
1. r0'
7.35'
0.60'
acs 300
10.00'
1 (j 0'
'35,
0.60'
5'
4'
.j'
8'
1, 880 CI'
PIP -I AP APRONAT PIPE OUTLETS
GE1V.EJUL NO TES- SEDIMENT BASINS
700 G M -Z COIR MES
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT. OR Eg VALENT STAPLED
OR TRENCHED INTO
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS, BOTTOM OR SIDES
ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EM13ANKMENT SHALT, BE COMPACTED 13Y TRAVERSING WITH EQUIPMENT WHILE BEING
CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS, IN THE EVENT SPB.LWAYS ARE CUT IN FILE.., SPILLWAY SIIkLL BE
LINED WITH FABRIC & 12" MIN. DEPTH OF RIP RAP OR LINED WITH AN APPROVED EROSION CONTROL BLANKET AS DIRECTED BY THE ENGINEER. NOTES BAFFLE INSTALLATION -STEP 1
3. SEDIMENT SHAM, BE REMOVED AND BASIN RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE BASIN. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. 1, DRIVE STEEL FENCE POST AT LEAST 24" INTO
4. THE BASIN SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. SOLID GROUND
5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. 2. WOOF? POSTS ARE NOT ACCEPTABLE
6, ALL CUT AND FILL SLOPES SHkLL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. .BAFFLE SPACED AS PER PLAN
7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. 4. BAFFLES SHALL BE INSTALLED PER NC Ei
AND SEDI1Iw1LNT CONTROL PLANNING AND I
8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM MANUAL, BAFFLES.
STORAGE VULIAIE REQUIREMENT 13 MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND
SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
9. REQUIRED STORAGE IS 3600 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEEN BASINS MAY BE SIZD BY DENUDED ACRES.
RECOMMENDED STORAGE IS 3600 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA.
10. TILE LENGTH OF THE EMERGENCY SPILLWAY IS TO 13E BASED ON A 10 YEAR STORM (LESS FLOW THROUGH BARREL).
11. V1IIENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES
SHOULD BE PROVIDED IN THE BASIN REGARDLESS OF THE DIMENSIONS TO IMPEDE FLOW.
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.
i3. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS.
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES, J:ROSIGN AND SEDIMENT NTR I NN D -DESIGN -MANUAL,
15. FOR SLOPES GREATER TIMN.10'IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILL, BE REQUIRED.
16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION CLASS I
HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN
ESTABLISHED.
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 WHERE 50' OF BUFFER IS NOT PROVWED.
16. RISER STRUCTURES SHALL BE INSTALLED TO THE SPECIFICATIONS OF THE SEDIMENT BASIN DATA BLOCK INFORMATION SHOWN BELOW THE RISER
STRUCTURES FOR EROSION AND SEDIMENT CONTROL, AS WELL AS PERMANENT BMP DETAILS SHEETS.
19. DURING THE EROSION CONTROL PHASE THE SKIMMER ATTACHMENT IS THE ONLY ORIFICE IN USE. ORIFICES DESIGNATED FOR FINAL POST CONSTRUCTION
RISER MAY BE INSTALLED AT EROSION CONTROL PHASE, BUT MUST BE BLOCKED UNTIL BASIN IS CONVERTED TO POST CONSTRUCTION BMP, NOTE THAT
SKIMMER CONNECTION IS TO BE REMOVED AND PERMANENTLY PLUGGED ONCE BASIN IS CONVERTED FROM EROSION CONTROL BASIN.
TOP OF DAM
SPILLWAY CREST (L) FOR
0.5' h1ITJ
DEWATERING
SKIMMER
RISER CREST (SEE DETAIL)
H I
SEDIMENT CLEAN
OUT ELEVATION
CLEAN OUT
Z12 STAKE - -
BOTTOM OF BASIN
WAY
1
DESIGN HIGH-WATER 1
REMOVABLE TRASH RACK IS OPTIONAL
FOR EASE A MAINTENANCE.
TRASH RACK
1
**PRECAST CONCRETE
RISER (REFER TO BMP
SHEETS FOR P05T
CONSTRUCTION ORIFICE
DETAILS.)**
D °
CONC. ANCHOR REFER TO BALLAST PAD
r= S DESIGN
SEDIMENT BASIN #300
Outlet
1liser
Barrel
Diamete
Barrel
Slope
D
S
Y
H
Z
L
Sediment Storage
�
Required
Sediment Storage
�
Provided
Surface Area
Required
Surface Area
Provided
Drainage
�
Area
Denuded Riser Crest
Area Elevation
o of Daryl
p
Elevation
ottom of Da
Elevation
Barrel
Length
Barrel Inv
In and
Out
p illwa
Depth
"�" 10
cfs
Orifice Size
& Inv. .Fra
Skimmer
Size
Basin 1 Illitkd
P <YP' IL)
15" IiC'P
1.5`aj
1.
4 '
5'
4'
.j'
8'
1, 880 CI'
18,581 Cl"
1,445 till'
8, 0,=,'5 SF
0.80 AC
0. 77 AC
869.00
371.00
866. ()0
63' f?CP
866-865
1'
3.32
2,85 "-566
3. 00 "
Basin ? Initial
,112, ID
l5" PC CP
1.201
1'
4'
5'
4.5
4'
8'
S, 6,16 CF
J, 258 CF
x,6,30 Sr"
3,134 SF
1.50' 110"
1.45 AC
853.00
854.00
849,00
50' RCP 847-846.4
0.5'
6.05
1.75"-849
P_00
Bain 3 Initi<Il
2 T'2' 1D
15 KC'Y
I.II,-,
I I'
I,
5'
4.5'
3 '
8'
2, 7311'
1 8,071 up,
1,
0, 0,25 SF
1.71 e1 C
0. 7f AC
866.00
1 367.00
1 . 6362.00
90' IZC'P
1 a60-659
=
3.161
1 1.70 "_,962
P. 00"
*ALL SEDIMENT BASINS BUST BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
1'114AL SEDIMENT T-BJIN 111 BL 0[.LIL
Outlet
Riser
Bara-e1
Barrel
D
S
Y
H
Z
L
Sedimeaat Storage
Sediment Storag
Surface Area
Surface Area
Drainage
Denuded Riser Crest
rop of Daae
Yottom of Dan
Barrel
Barrel InvSpallwa
project Flo.
'Q" IO Orifice Size
Skimmer
t}SPIG PiBe IVarne:
Diamete
Slope
2382 -Erasion Control
Required
Provided
Required
Provided
Area
Area
Elevation
Elevation
Elevation
Length
In and
Depth
cfs
& Inv. In
Size
Out
Tlpsin I Fiuui
P, �' Ili
15" I?G"P
1.5-9z
1'
4 '
S'
1.11
3 '
8'
4, 464 C'F"
18, 581 CT'
�, 090 'S'T
0, 0,25 SF
1.71 e1 C
1. P,4 AC
365.00
871.00
f 661 00
0^0' 1?C"P
866 3£ 5
i '
1.31
2.85 "-E3E6
3. Of) "
Bashi ? Atnal
2'X2' ID
15" R( -'P
1. 0 0
1'
4
5'
4.5'
-1'
8'
3,9610 CP'
(3,739 C'I'
1, 0'0 1 Sja'
?,114 SP'
1.-10 AC'
1.07 AC
853.00
8511. 00
849.00
50' RCF'
8-17-816.4
0.5'
x1.19
1.75"-849
2.OL"
L+asln :s Final
D xr' ID
.15" IYCf'
I'll
1'
4'
5'
1 4.5
4
6
%, 644 CT'
8; 071 CF
.11189 Si"
�, 7F13SY
0, 79 21C
0.78 AC"
8E36.00
867.00
0OP,.00
90' R( -'P
6360--859
0.5
.2, 73
1.70 "-662J.-?.00"
I *ALL SEDIMENT BASINS MUST DE STABILIZED IMMEDIATELY AFTER INSTALL.ATtON.
TOP OF BERM WIDTH
I (MIN 6 )
DISCHARGE PPE (BARREL)
ANTI -SEEP COLLARS J
SIZE, QTY. AND SPACING VARIES
CA
SI[
TOP OF BERM
SPILLWAY
NATURAL GRADE
RIP RAP & F
(INSTALL TO I tit= OF 5LUF17:)
NOTE: `-LAYER OF FILTER FABRIC
MINIMUM 1I=2/3 PIPE J)LW -rFu
SECTION B -B
SUPPORT ROPE OR WIRE
TO PREVENT SAGGING
TOP OF BAFFLE SHOULD BE 6"
}� HIGHER THAN TtIE BOTTOM OF
THE SPILLWAY
BAFFLE INSTALLATION -STEP 2
i
BAFFLE INSTALLATION
BAFFLES
GROUND
J NATURAL
GRADE
DA"m ISSUED FOR REV
-111412016 Initiai Submittal to City of Statesville 0
2/03/2017 Second Submittal to City of Statesville I
NQXC�n
Knave whaft below.
Nmi� C r a6 a.s One -Call Center MOYC YOU slig.
R. Joe Harris & associates, Inc.
Engineering • Land Surveying Q Planning
Management
127 Ben Ca.uy Drive, Suite iOI, fart clvlill, S.C. 29708 P: (803) SO2 -1799
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 :eel Engineer's Seat
`,O,ti491991lIdd 'I9991E19d -
\,. d ,,.� �>� A Rod
CARO c
°°/y//'s
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a I�r SEAL o _ SEAL
Y 4 c C-4168 o z ° .' 036836
C-
0
"�'�
Afo
'��`
CIN
dld119991, / d1191I1
proje-0 Manager
Drawn
A. Bowersox
A. Bowersox
Department fldamger
C:heclked
P. Murphy
P. Murphy
Print/Plot Bate
February 03, 2017
Client
-TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: (704) 2381229
Larkin Multi -Family
Development
Iimwing Title:
Erosion Control Details
project Flo.
Drawing No.
2382
t}SPIG PiBe IVarne:
2382 -Erasion Control

BMP SANDFILTER #300 (PERM)---�-�F
\ TOP OF BERM = 867.00
EM. SPILLWAY = 866.00
PRINCIPAL WEIR = 865.00
r
BOTTOM OF BASIN = 858.50
(SEE MP_PL-ANT....���
\~�
.QT1
r............ J~` \ r `
2 SOTT
r.•......!
... ........ ..,. •. LOT 2 2'`•.
..
—�'••• � � - 15$2 SQ FT
• _ ..._. .� -- �� ^-'�_�'• 1 1i ''`� '•$ 552 SQ F:�
IL'•. �.- "-•.. 1 !rte` '� ,
SLOT 29
1 \ LOT4., rr 'ja �- -- �LOT28
\ \ 1552 5O FT-.... '� 1552-SQ7T
\ \. _ -
... _ �,.. � T LOT 27
U r 1552 SQ FT r
552 5
025 '
_,
LOT 5 w"•.•I ' i Q FT �r r
152 SQ FT —" LQT 25 r `
1552'SQ FT
�\ .. LOT 6
V1552SQ FT r
k. I.: `` PROPERTY BOUNDARY
......LOT 7 1 .. ' \ LOT 24
1552LOT 23 'SR FT LOr'22, 1552 SQ FT
�..... -'� 1552,9Q FT' 1552 SQ FT
n7
it
68.00' DUKE R.O.W.
t ':9
11 68.00' DUKE R.O.W.
f
LOT 32
1552 SQ FT LOT 21 .... �'A� 1 t'• i
1552 SQ FT 1 l !I
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
1
1552 SQ FT' LOT 20� I_ i
1552 SQ FTtt EXISTING PRIVATE WELL
WELL TO BE ABANDONED AND CAPPED IN
•..t PLACE PER DIRECTION & RECOMMENDATION
LOT 30ti. �` ; I BY SITE GEOTECHNICAL ENGINEER. WELL TO
1552 5Q F\ `
LOT 19
BE REMOVED ONLY AFTER NEW SERVICES
'•. 1
i .-- 1552 SQ FT",,. ' HAVE BEEN PROVIDED TO PARCEL
1 1 4742 59-9620 00 AND PARCEL
P
BMP SANDFILTER #200 (PERM)
TOP OF BERM = 857.00
EM. SPILLWAY = 856.00
PRINCIPAL WEIR = 855.00
BOTTOM OF BASIN = 848.50
(SEE BMP PLAN)
VICINITY MAP - N.T.S.
GENERAL NOTE — GRADING/SITE DEVELOPMENT
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING
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 BE INSTALLED PRIOR TO THE INSTALLATION OF ANY
UNDERGROUND UTILITIES OR SITE 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 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 NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72
HOURS IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN
THE ONE -CALL PROGRAM 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 BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
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) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES STEEPER THAN 3:1 MAY REQUIRE THE
USE OF EROSION CONTROL BLANKETS (ECBs) TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
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% MAXIMUMSPECIFICGRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT
TEMPERATURE AT TIME OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF
THE MINIMUM REQUIREMENTS CAN BE CONSIDERED ON A CASE-BY-CASE BASIS AND
F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY
R[GHT-OF-WAY SHALL BE GOVERNED BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
16) 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 SET UP 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 AND/OR DOWNSTREAM PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION
TOLERANCES BY AND BETWEEN OWNERICONTRACTOR, AND OTHER CONDITIONS.
DATEJ ISSUED FOR
111412016 Initial Submittal to City of Statesville
2/0312017 Second Submittal to City of Statesville
101
Na,•7 'CRM1oG4p One -Cali Center
Engineer:
REV
0
1
R. Joe Harris & Associates, Inc.
Engineering Land. Surveying . Planning
:Management
127 Lien Casey llriie, Suitc 101, iroit Mill, S.C. 2)708 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
I
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4742-49-5987.00)
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1 IP116111�
i
LOT 1$
1552 SQ
LOT 171.LOT
FT 1552 SQ FT
16
15 2 SQ FT
-OT 15
1552SQ FT
J...........
j
-
20"PR
i
I
/
I
ORIVEW
�:
1
-fi y
\\
/
I •�•�-. I � j t�
LOT 11
LOT 12
LOT 13
LOT 14
1552 SQ Fl- 1552 SFT
1552 SQ FT
1552 SO Ti
�i
�
f
{
Ir
y
4
'1,344 SF TURF REhNFORCEMENT
MATTING FOR 5LOPES GREATER
I `
THAN 3:1 (SC250 OR EQUAL OR _
GREATER)
,- —i --------
--�
I
J
- _
0
..................
lo
{ � C
....................:.......
��.
BMP WET POND #100 (PERM)
........... —
TOP OF BERM = 871.00
" ••
.. ...................
1
EM. SPILLWAY = 870.00
...............
...................................
.............
..........................
r� 1
PRINCIPAL WEIR _ 869.00
BOTTOM OF BASIN =
862.50
......................................
..
_
(SEE BMP PLAN)
AMITY HILL
RD
P
BMP SANDFILTER #200 (PERM)
TOP OF BERM = 857.00
EM. SPILLWAY = 856.00
PRINCIPAL WEIR = 855.00
BOTTOM OF BASIN = 848.50
(SEE BMP PLAN)
VICINITY MAP - N.T.S.
GENERAL NOTE — GRADING/SITE DEVELOPMENT
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING
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 BE INSTALLED PRIOR TO THE INSTALLATION OF ANY
UNDERGROUND UTILITIES OR SITE 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 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 NORTH CAROLINA ONE -CALL CENTER AT 8-1-1 AT LEAST 72
HOURS IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL UTILITY AGENCIES NOT PARTICIPATING IN
THE ONE -CALL PROGRAM 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 BE COORDINATED WITH THE OWNER AND ENGINEER PRIOR TO USE.
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) FILL SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. SLOPES STEEPER THAN 3:1 MAY REQUIRE THE
USE OF EROSION CONTROL BLANKETS (ECBs) TO MINIMIZE AND PREVENT EROSION OF THE SLOPES.
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% MAXIMUMSPECIFICGRAVITY.
D. SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.). HOT MIX ASHALT
TEMPERATURE AT TIME OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX
E. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS THAN 220-230 DEGREES). VARIATIONS OF
THE MINIMUM REQUIREMENTS CAN BE CONSIDERED ON A CASE-BY-CASE BASIS AND
F. MUST BE APPROVED BY THE GEOTECHNICAL ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY
R[GHT-OF-WAY SHALL BE GOVERNED BY THE CITY AND/OR STATE DEPARTMENT OF TRANSPORTATION.
16) 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 SET UP 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 AND/OR DOWNSTREAM PROPERTY OWNER.
20) FINAL ELEVATIONS ARE SUBJECT TO CHANGE BASED UPON SITE CONDITIONS, CONSTRUCTION
TOLERANCES BY AND BETWEEN OWNERICONTRACTOR, AND OTHER CONDITIONS.
DATEJ ISSUED FOR
111412016 Initial Submittal to City of Statesville
2/0312017 Second Submittal to City of Statesville
101
Na,•7 'CRM1oG4p One -Cali Center
Engineer:
REV
0
1
R. Joe Harris & Associates, Inc.
Engineering Land. Surveying . Planning
:Management
127 Lien Casey llriie, Suitc 101, iroit Mill, S.C. 2)708 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 Neal
♦s`,�titllllillra��',�'
CA Ro iii
♦♦va�yg,<ellllllro�rd�,
� CARO iii
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SEALS
° C-4168 o
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1 IP116111�
Project Manager Drawn
A. Bowersox A. Bowersox
De,partmetnt Manager Checked
P. Murphy P. Murphy
6�rintlPtat CDate
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawiing "r'we-.
Grading Plan
Project No. Drawing No.
2382
DWG File Name:
2382 -Grading Ulan GF—'

PLAN
11/4 -
ELEVATION 4"ELEVATION
SIDE VIEW
COMPOSITE
[0"
6/
-1 I- 3/B"
1'E
0
1"
5/BI
1 a
SIDE VIEW
CAST IRON
NOTES:
I. S`T'EPS DIFFERING IN DIMENSIONS,
CONFIGURATION. OR MATERIALS
FROM THOSE SHOWN MAY ALSO
BE USED PROVIDED THE CONTRACTOR
HAS FURNISHED DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED
WRITTEN APPROVAL FROM THE .
APPROPRIATE CITY/COUNTY
ENGINEERING DEPARTMENT.
P. ALL STEPS SHALL PROTRUDE
4" FROM INSIDE FACE OF STRUCTURE
WALL.
' POLYPI0FYL6t3
rcnsrn; 1 3/4'
Ce neros�
sr= eon
SECTION A -A
a
-� F`0 -`
h X20 90 O 004�C r1
ILJ(?�O„V„v„u„t
d, A
PLAN
I/2"
1 1/2" 1/4"
- I I 1/4"
I/4"
ELEVATION
r
FRAME, GRATE, AND HOOD AS PER
{
F a FRAME, GRATE, AND HOOD
AS PER NGDOT STANDARD
N`k& �v i 840.16
1�
t
VZ'
13.5" min.
4-1/2„ TOP OF
h
`o
r-
,,....E
�e
a.�
4 '
N
� p,
^i
1
1
E,4 gl
'..,
t �`� G F • a �z Sq I
�
2382
0
€7wra File Nape:
O BOTTOM OF
` l �� ✓3
c
1111�
CRTC
Vi1lrN
rR
psi CD��R�1 CRaUT
NOTES:
1. MORTAR JOINTS TO BE 112" AND 118" THICK. .
2. FLOOR SLAB SHALL BE FORMED AND POURED,
3. STEPS SHALL. BE REQUIRED FOR BOXES OVER T-6" DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE WITH NCDOT
SPECIFICATIONS.
4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK PERMITTED.
5. FOR BOXES 8' DEEP AND LLSS USE 8" THICK WALLS. FOR BOXES GREATER THAN 8' DEEP USE 12'THICK WALLS UP TO 6' FROM
TOP- USE 8" THIGK WALLS FOR THE REMAINING 6.
5, ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK, EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
7. CATCH BASINS SHOULD NOT BE PLACED IN THE RADEI OF INTERSECTIONS UNLESS APPROVED BY THE ENINGEER.
o��T STr
CITY OF STATESVILLE
STREET
DETAIL #
REVISED
ST -4
MAY 2010
INDu518Y AGA.IC11L1'4RF '
�'
PUBLIC WORKS DEPARTMENTSCALE:
-
brick Catch Basin
8.114"
SHEET #
f1 CA1�ay
ASTM A-48
O0
I _LOF 1
N.T.S.
1 OF 1
TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS,
PLAN
11/4 -
ELEVATION 4"ELEVATION
SIDE VIEW
COMPOSITE
[0"
6/
-1 I- 3/B"
1'E
0
1"
5/BI
1 a
SIDE VIEW
CAST IRON
NOTES:
I. S`T'EPS DIFFERING IN DIMENSIONS,
CONFIGURATION. OR MATERIALS
FROM THOSE SHOWN MAY ALSO
BE USED PROVIDED THE CONTRACTOR
HAS FURNISHED DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED
WRITTEN APPROVAL FROM THE .
APPROPRIATE CITY/COUNTY
ENGINEERING DEPARTMENT.
P. ALL STEPS SHALL PROTRUDE
4" FROM INSIDE FACE OF STRUCTURE
WALL.
' POLYPI0FYL6t3
rcnsrn; 1 3/4'
Ce neros�
sr= eon
SECTION A -A
a
-� F`0 -`
h X20 90 O 004�C r1
ILJ(?�O„V„v„u„t
d, A
PLAN
I/2"
1 1/2" 1/4"
- I I 1/4"
I/4"
ELEVATION
j 14 1/2" I
ELEVATION 1
P
12"
ELEVATION
REINFORCING STEEL NOT TO BE USED
IN SANITARY SEWER MANHOLES.
DRAINAGE STRUCTURE STEPS
SIDE VIEW
CAST IRON
#8 BAR
SIDE VIEW
REINFORCING STEEL NOT
TO BE USED IN SANITARY.
SEWER HANHOLES,
r
FRAME, GRATE, AND HOOD AS PER
NCDOTSTANDARD
ad's • 840.16
O�
10.0"
VZ'
13.5" min.
4-1/2„ TOP OF
h
`o
d.
� Gy
0.5"
4 '
10.0'
0 0 o
13.5' min-
E,4 gl
'..,
t �`� G F • a �z Sq I
�
2382
0
€7wra File Nape:
O BOTTOM OF
All
flRl�
c
1111�
CRTC
Vi1lrN
rR
NOTES:
1, BOXES SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS
2. USE TYPE "E" GRATE.
3. FOR BOXES 8' DEEP AND LESS USE 6" THICK WALLS AND BOTTOM SLAB. FOR BOXES GREATER THAN 8' DEEP USE
8" THICK WALLS AND BOTTOM SLABS.
4. STEPS SHALL BE REQUIRED FOR BOXES OVER T -G' DEEP, STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE
WITH NGDOT SPECIFICATIONS.
5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER.
viµ : fry
CITY OF STATESVILLE
ROADWAYS
DETAIL #
ST -5
REVISED I
-
<��SraY��tr��f
Standard Precast
SCALE:
SHEET #
MINIMUM WEIGHT
PUBLIC WORKS DEPARTMENT
y
8.114"
SPECIFICATION
CLASS 30 IRON MEETING
f1 CA1�ay
ASTM A-48
Catch Basin
N.T.S.
I _LOF 1
ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH,
j 14 1/2" I
ELEVATION 1
P
12"
ELEVATION
REINFORCING STEEL NOT TO BE USED
IN SANITARY SEWER MANHOLES.
DRAINAGE STRUCTURE STEPS
SIDE VIEW
CAST IRON
#8 BAR
SIDE VIEW
REINFORCING STEEL NOT
TO BE USED IN SANITARY.
SEWER HANHOLES,
NOTES:
I. A MINIMUM OF 24" FROM OUTSIDE DL41MTER 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 BACKRU SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO 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 I00%,
4, ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFH"i, MATERIAL,
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN PIPES
me
M
SECTION A -A
FRAME DRAT
0-314-
1 -3/4
-3/4`"1-3/4
SECTION B -B
FOR USE ON STANDARD CATCH BASIN
NOTE: STAMP ALL STORM CATCH BASINS WITH
STATEMENT "NO DUMPING DRAINS TO RIVER"
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.
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
G. ALL SU13GRADZ FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL,, EITHER LOOSE; OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THIN APRON
SHOULD BE CONSTRUCTED IF P0381BLE.
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 RECIEVING CHANNEL
MUST BE S'T'ABILIZED. NATURAL
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
,'SPLASH" PAD SHALL BE INSTALLED AN ALL STORM
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
WITH FABRIC.
OUTLET
L
W
4" DIA. HOLES TAPERED TO
STONE Size
1-1I8" DIA. ON OPPOSITE SIDE
10.0"
VZ'
13.5" min.
4-1/2„ TOP OF
Flared End Section J200
COVER VIEW
11.0'
O Q
0.5"
A A
10.0'
0 0 o
13.5' min-
0 a
Projec..*t No,
0 a o
2382
0
€7wra File Nape:
O BOTTOM OF
COVER VIEW
I
h 314° RAD. TOP
PF RAD. BOTTOM
�J
501TYP.�\
PLAN
23-114"
DETAIL 1s'
414" 1"
SLIGHTLY BEVELEDF1 1"1"
i
SURFACE TO
BE MACHINED - 112"
za-41z"
MINIMUM WEIGHT
R4
3a3 LBS
8.114"
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
21-112" I 112„
23-112"
- 25-114"
34-1/2"
GENERAL NOTES: SECTION A -A
1.
ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH,
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.
3.
ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE "STORM SEWER" CAST ON THEM,
Q�'rs�tDETAIL
#
REVISED
ST -7
-
�'
CITY STATESVILLE
STREET
NDsrW^Ixlcutr°
'�o •�'�
PUBLIC WORKS DEPARTMENT
Storm Sewer Frame and
SCALE:
5HI*£T #
N.T.S.
1 OF 1
T�! CARO
Cover
NOTES:
I. A MINIMUM OF 24" FROM OUTSIDE DL41MTER 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 BACKRU SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO 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 I00%,
4, ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFH"i, MATERIAL,
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN PIPES
me
M
SECTION A -A
FRAME DRAT
0-314-
1 -3/4
-3/4`"1-3/4
SECTION B -B
FOR USE ON STANDARD CATCH BASIN
NOTE: STAMP ALL STORM CATCH BASINS WITH
STATEMENT "NO DUMPING DRAINS TO RIVER"
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.
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
G. ALL SU13GRADZ FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL,, EITHER LOOSE; OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
6. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THIN APRON
SHOULD BE CONSTRUCTED IF P0381BLE.
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 RECIEVING CHANNEL
MUST BE S'T'ABILIZED. NATURAL
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6'
,'SPLASH" PAD SHALL BE INSTALLED AN ALL STORM
DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP
WITH FABRIC.
OUTLET
L
W
DEP TN
STONE Size
Flared End Section 100
10.0"
17-0'
13.5" min.
0.5'
Flared End Section J200
10.0'
11.0'
13.5" min.
0.5"
Flared End Section 300 1
10.0'
11.0"
13.5' min-
0.5'
Projec..*t No,
Drawing No.
2382
€7wra File Nape:
RIP -RAP APRON AT PIPE OUTLETS
NOTE: " LAYER OF
MINIMUM H=2/3 PD?E DIAMETER
SECTION B -B
FILTER FABRIC
DATE I ISSUED FOR
11/9/2016; Initial Subt-nittal to City of Statesville
21'03/2017 Second Submittal to City of Statesville
0
N,"g OAz Lw. One -Ga 11 Center
Engineer:
REV
js
Know whaft belOW.
Call a' ^ I dig.
0
0
K. Joe Harris & Associates, Inc.
Engineering a Land Surveying - Planning
Management
127 IS, an 0k'q Drive, Suite laI, Por[ Miil, S.C. 29705 P: (S03) 502-1.799
www rjocharns.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, Owners Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
"J"JAIIIIIIIIro;�
Q 9
mar., SEALS
o c, C-41680
via°'�
°SING & S
111111111101 S�' ASS Lj%
Enghwer's Seal
o
SEALa
036836 ,� o
10K L.
r��IIifiIIIilly%
Project &Tanager
Drawn
A. Bowersox
A. Bowersox
Department I`dianager
Checked
P. Murphy
P. Murphy
WrinL/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
Drawing Tilde:
Storm .Detail a
Projec..*t No,
Drawing No.
2382
€7wra File Nape:
2382 -Grading Plan

BMP SANDFILTER #300 (PERM) -
TOP OF BERM = 867.00
EM. SPILLWAY = 866.00
PRINCIPAL WEIR = 865.00
BOTTOM OF BASIN = 858.50
SEE BM L,4
_
�aX v
+� ..............� ... _ } Y1
'•........• .vim
"•. _
~� `860— �� ••
..".....
..... -. ... 5520 Q1
1
�...... �- FT,
LQT 2
......... .... . .
\ 152 SQ FT
LOTS
1552 SQ FZ.. .. . ...........
i
f..
,-
2[
!� --- -- 4- 866
i
1' LOT4
t' ! '•.,1662 SQ FT-...•. 865
}LOT 21
.. ..! 1 Di#3 DI / y 15522 SO FT
_I
+ �•. LOT 26 •-'-,-
r ` •. i I 1552 SQ FT
LOT 5 LOT 25
\\ i
1X52 5Q FT
1552'SQ FT
\ LOT
1552.50 FT
\.. 1• ' . LOT 24LOT 23
`' .. ` " •..' '�
.....LfJT 7 � ...
\ 1552 SQ FT LOT 22.• 15522 SO FT 1552 SQ FT
' \ f 1552 SO Frt' .,• �-
I'
`\ 103
68.00' DUKE R.O.W.
` LOT 32 I! ...
1552 SQ FT LOT 21 ` ` = 68.00, DUKE R.O.W.
.....1552 SQ FT
r
'LOT—q1
1552 SO FT LOT 20\
l ` 1552 S0 FT #
� r
..........
.SOT 29 1
1552'50"FTN.
-,LOT 28
155ZSLZFT '..
"PROPERTY BOUNDARY
p I EXISTING. PRIVATE WELL
(WELL TO BE ABANDONED AND CAPPED 1N PLACE PER
LOT 30DIRECTION & RECOMMENDATION BY SITE
1552 SQ FT t5 l GEOTECHNICAL ENGINEER. WELL TO BE REMOVED
LOT 19 - t i E ONLY AFTER NEW SERVICES HAVE BEEN PROVIDED TO
1 PARCEL 4742-59-9620"00 AND PARCEL 4742-49-5987.00)
1 1552 SO FT'---.
1
LOT 18 LOT 17.LOT 16 LOT 15
r ` 1552 SO FT 1552 SQ FT 1,562 SO FT 1552 SO FT ;
l....:.
DE#101 D1#1 04
_ ! LOT 11 LOT 12 LOT 13 LOT 14 i
! f 1552 SQ FT 1552 S FT 1552 SO FT 1552 SO FT i
i L 11 X12 1 .
1,344 SF TURF REINFORCEMENT
1 !' MATTING FOR SLOPES GREATER
$%a !I I i THAN 3:1 (SC250 OR EQUAL OR
GREATER)
BMP WET POND #100 (PERM)
TOP OF BERM = 871.00
EM. SPILLWAY = 870.00
PRINCIPAL WEIR = 869.00
BOTTOM OF BASIN = 862.50
(SEE BMP PLAN)
VICINITY MAP - N.T.S.
—BMP SANDFILTER #200 (PERM)
TOP OF BERM = 857.00
EM. SPILLWAY = 856.00
PRINCIPAL WEIR = 855.00
BOTTOM OF BASIN = 848.50
(SEE BMP PLAN)
1
GRAPHIC SCALE
( IN FEET )
! inch — 40 ft.
5
U
DATE I ISSUED FOR
111^./2016 Initial Submittal to City of Statesville
2it)312017 Second Sutm4tal 'to City of'Statesvilie
REV
U
Knomrwhays below.
N-i,g 0.i 44.a One -Cali Center Call before you dig„
I Eitgirim'er:
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.
Gctpurate Seal
Engineer's Seat
`0111111111111]11,
1'1111111111
SS/0
Checked
4
-
SEAL
C-4168 � a � �
0l
o SEAL �o
M 6 036836 ,zo
Client
TRUE FOMES, LLC
& A5S�
..........
.SOT 29 1
1552'50"FTN.
-,LOT 28
155ZSLZFT '..
"PROPERTY BOUNDARY
p I EXISTING. PRIVATE WELL
(WELL TO BE ABANDONED AND CAPPED 1N PLACE PER
LOT 30DIRECTION & RECOMMENDATION BY SITE
1552 SQ FT t5 l GEOTECHNICAL ENGINEER. WELL TO BE REMOVED
LOT 19 - t i E ONLY AFTER NEW SERVICES HAVE BEEN PROVIDED TO
1 PARCEL 4742-59-9620"00 AND PARCEL 4742-49-5987.00)
1 1552 SO FT'---.
1
LOT 18 LOT 17.LOT 16 LOT 15
r ` 1552 SO FT 1552 SQ FT 1,562 SO FT 1552 SO FT ;
l....:.
DE#101 D1#1 04
_ ! LOT 11 LOT 12 LOT 13 LOT 14 i
! f 1552 SQ FT 1552 S FT 1552 SO FT 1552 SO FT i
i L 11 X12 1 .
1,344 SF TURF REINFORCEMENT
1 !' MATTING FOR SLOPES GREATER
$%a !I I i THAN 3:1 (SC250 OR EQUAL OR
GREATER)
BMP WET POND #100 (PERM)
TOP OF BERM = 871.00
EM. SPILLWAY = 870.00
PRINCIPAL WEIR = 869.00
BOTTOM OF BASIN = 862.50
(SEE BMP PLAN)
VICINITY MAP - N.T.S.
—BMP SANDFILTER #200 (PERM)
TOP OF BERM = 857.00
EM. SPILLWAY = 856.00
PRINCIPAL WEIR = 855.00
BOTTOM OF BASIN = 848.50
(SEE BMP PLAN)
1
GRAPHIC SCALE
( IN FEET )
! inch — 40 ft.
5
U
DATE I ISSUED FOR
111^./2016 Initial Submittal to City of Statesville
2it)312017 Second Sutm4tal 'to City of'Statesvilie
REV
U
Knomrwhays below.
N-i,g 0.i 44.a One -Cali Center Call before you dig„
I Eitgirim'er:
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.
Gctpurate Seal
Engineer's Seat
`0111111111111]11,
1'1111111111
SS/0
Checked
4
-
SEAL
C-4168 � a � �
0l
o SEAL �o
M 6 036836 ,zo
Client
TRUE FOMES, LLC
& A5S�
SUITE 104, MONROE, NC 22110
.P: [phone]
Project:
Project Manager
Dravin
A. Bowersox
A. Bowersox
Department Klanarger
Checked
P. Murphy
P. Murphy
Print/Piot Gate
February 03, 2017
Client
TRUE FOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
.P: [phone]
Project:
Larkin Multi -Family
Development
Drat'Ving Title -
Overall BMP Plan
Project tufo.
Drawing No,
2382
DWO He Name;
2382 -BMP Plan with
Sane! Filters

GENERAL NOTES - WET POND
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 S 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)
BNIP WET DETENTION POND MAINTENANCE PLAN
1, ONCE THE SITE AND CONTRIBUTING UPLAND DRAINAGE AREA HAS BEEN STABILIZED, ALL
CONSTRUCTION DEBRISISILT 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.
x
870 7.
- - - - - - - --------------------------._...___.__._.------,..,...,._.._._.-........_._.,.___._.------------ --------_ _
- - - - - - - - - - - - -
i
I , 1 I
/^ _ _ - _ _ _ _ _ _ _. _ _ �- _ -�-_ - -------------------------�.,.. _ �.----\
865 �
- _... _ _ .......,._ - - _._...._.. - _ `
............................................................................... .
tFOREBAY
I
�_-..._.-----_--•-_�
I
----------------- ----- ___--------------_ =� �
i
-_...__.._----- ----•-----_-- . --- - -------------
l --- 865
I�
_-_------ ----•-- •--•---- - -I\ --=------------
865 _- -_-_ --_
1
----••---------- -� 1 I
-----•-----
I_ _ -----_ _-----------...._--- _ _ - ---- --- ----- ---"-••----_--._.----
II ...........
i ..
I
I 870
=--------- ------__-___ - - - -- _.. -
\� 7_
SEDIMENT FOREBAY
- PERMANENT POOL _ �1j I 1
-Of865 rs� - - __ (ECFV. 866.04) . - . ____ . - . 4 J l
STORAGE =1,81x. CU.FT PERMANENT BMP EASEMENT
(STORAGE AT 865.50) �I
. l
...............
.................... ......................... ...... ...... ..................... ........... ........ ....... . ..............
BMP WET POND #100 /
BMP WET DETENTION BASIN 878
TOP BERM = 87'.1.€3fl'....
ENIEF�GENCiTSPII-UTAY"=
~�-.......... ............................ TQROF RISER = 869.00
1.
1
...�
..
I
----------------- ----- ___--------------_ =� �
i
-_...__.._----- ----•-----_-- . --- - -------------
l --- 865
I�
_-_------ ----•-- •--•---- - -I\ --=------------
865 _- -_-_ --_
1
----••---------- -� 1 I
-----•-----
I_ _ -----_ _-----------...._--- _ _ - ---- --- ----- ---"-••----_--._.----
II ...........
i ..
I
I 870
=--------- ------__-___ - - - -- _.. -
\� 7_
SEDIMENT FOREBAY
- PERMANENT POOL _ �1j I 1
-Of865 rs� - - __ (ECFV. 866.04) . - . ____ . - . 4 J l
STORAGE =1,81x. CU.FT PERMANENT BMP EASEMENT
(STORAGE AT 865.50) �I
. l
...............
.................... ......................... ...... ...... ..................... ........... ........ ....... . ..............
BMP WET POND #100 /
BMP WET DETENTION BASIN 878
TOP BERM = 87'.1.€3fl'....
ENIEF�GENCiTSPII-UTAY"=
~�-.......... ............................ TQROF RISER = 869.00
GRAPHIC SCALE
0 0 5 10 20
( IN FEET )
1 inch = 10 ft.
TOP OF EMBANKMENT "A"
EMERGENCY SPILLWAY "B"
- RIP -RAP APRON Oe
SEE SHEET GP -2)
631-F - 15" RCP @ 1.59% J
UPSTREAM INV. = 866.00!
DOWNSTREAM INV. = 865.00
..• .....................,..........
TAIL - N.T.S.
8' VARIES3' 3' 1.5' _. I 4' 1 VARIES
VARIES
y
10' VEGETATED SHELF--,
„H„
FILL TO BE--'
PLACED OVER
PIPE ONL Y A T
OUTLET
BOTTOM INVERT
(ELEV 864.00)
ANTI SEEP COLLAR (TYP.)
(SEE DETAIL SHEET BMP -5)
1- PROPOSED 2'x2' 1. D. PERMA NEN 7- WA TER
PRECAST OUTLET QUALITY POOL
STRUCTURE (ELEV 866.00) MWATER
OPEN TOP WEIR -`C" S TO
--- YR STORM ELEV. 867.291 _-�INLET'���
ALL RISERS TO HAVE 10-- _ _/__
TRASH RACK, (SEE DETAIL(2_ YR STORM ELEV. 867.02)
ON SHEET BMP -6) -- /�
=rrx _."n" t crnc LP
�:. ooWNspour (ELEV. 865.50)
12" BELOW PERM. O
POOL ELEV. (E') O
(SEE DETAIL SHEET BMP -5) lL ry FOREBA Y Q(U
w �v
IV
------=------ _-------- ----
BALLAST PAD - 5' X 3' X I'
EXTRA I' OF SEDIMENT
OF PERMANENT POOL
STORAGE AT BOTTOM
*FOR MAINTENANCE ACTIV177ES, UTILIZE DRAIN PIPE
& MUD PUMP WITH INTAKE/DISCHARGE FILTER
POND
1.
1
Engineer's Sea!
yarisdra'rr,
CA°�
t5S1il1�Pl
°1,, CARO
1
/l
E SSjoy. I '.
°
9 09
ELEV.
ELEV.
ELEV
SIZE
INV.
11
GRAPHIC SCALE
0 0 5 10 20
( IN FEET )
1 inch = 10 ft.
TOP OF EMBANKMENT "A"
EMERGENCY SPILLWAY "B"
- RIP -RAP APRON Oe
SEE SHEET GP -2)
631-F - 15" RCP @ 1.59% J
UPSTREAM INV. = 866.00!
DOWNSTREAM INV. = 865.00
..• .....................,..........
TAIL - N.T.S.
8' VARIES3' 3' 1.5' _. I 4' 1 VARIES
VARIES
y
10' VEGETATED SHELF--,
„H„
FILL TO BE--'
PLACED OVER
PIPE ONL Y A T
OUTLET
BOTTOM INVERT
(ELEV 864.00)
ANTI SEEP COLLAR (TYP.)
(SEE DETAIL SHEET BMP -5)
1- PROPOSED 2'x2' 1. D. PERMA NEN 7- WA TER
PRECAST OUTLET QUALITY POOL
STRUCTURE (ELEV 866.00) MWATER
OPEN TOP WEIR -`C" S TO
--- YR STORM ELEV. 867.291 _-�INLET'���
ALL RISERS TO HAVE 10-- _ _/__
TRASH RACK, (SEE DETAIL(2_ YR STORM ELEV. 867.02)
ON SHEET BMP -6) -- /�
=rrx _."n" t crnc LP
�:. ooWNspour (ELEV. 865.50)
12" BELOW PERM. O
POOL ELEV. (E') O
(SEE DETAIL SHEET BMP -5) lL ry FOREBA Y Q(U
w �v
IV
------=------ _-------- ----
BALLAST PAD - 5' X 3' X I'
EXTRA I' OF SEDIMENT
OF PERMANENT POOL
STORAGE AT BOTTOM
*FOR MAINTENANCE ACTIV177ES, UTILIZE DRAIN PIPE
& MUD PUMP WITH INTAKE/DISCHARGE FILTER
POND
Corporate Seal
Engineer's Sea!
yarisdra'rr,
CA°�
t5S1il1�Pl
°1,, CARO
oF
041 o
1041".
E SSjoy. I '.
°
9 09
ELEV.
ELEV.
ELEV
SIZE
INV.
SIZE
INV.
DEPTH
SIZE
SLOPE
INV. UIS
INV DIS
#100
871.00'
870.00'
869.00'
6'x12"
867.00
1.25"
866.00'
3.50'
15"
1.67
866.00'
865.00'
PROVIDE RIP -RAP
APRON FROM DISCHARGE
PIPE TO FOREBAY BOTTOM
DATE
J I ISSUED FOR
11/4/2016 Initial Subrniittaf to City of Statesvilie
2/0312017 Second Submittal to City of Statesvli#e
g�JF�rr�-,l�l6V l
N -%g DoE a s One -Call Center
I Engineer:
nEV
f}
1
r :
KnOW what's
call before x 'you dig.
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, Owners Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Sea!
yarisdra'rr,
CA°�
t5S1il1�Pl
°1,, CARO
oF
041 o
1041".
E SSjoy. I '.
°
9 09
a
- o m SEAL -
P o C-4168 d
��
_ °w� SEALa _
036836 zo
i0 ^�°
Fti oF�P�NG & sv'amAp
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
Print/plot Bate
February 03, 2017
C9i�ni
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi-Fa1i7ily
Development
'Ie3t- wing Title:
BMP Wetpond #100
Project No. Drawing No.
2382
DWG r lie Nairn::
2382 -BMP Plan with
Sand Filters

� I
i------------
I
I
. _____ . ____W , __–_ . — . . —
1 PERMANENT BMP EASEMENT
- EMERGENCY SPILLWAY
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
SHALLOW LAND
SHALLOW WATER - UPPER HALF SHALLOW WATER - LOWER HALF SHALLOW LAND - LOWER HALF SHALLOW LAND - UPPER HALF
SHALLOW WATER
PLANT KEY.•
ARROW ARUM – Peltondro virginica
SOFTRUSH Juncus effusus
THREE --SQUARE BULRUSH – Scirpus americanus
FLAT SEDGE – Cyperus aristc7tus
ROSE MALLOW – Hibiscus moscheutus
SEDGES – Carex spp.
DUCK POTATO --- Sagittaria to folia
SWAMP SUNFLOWER Helianthus angustifolius
SHALLOW LAND - UP TO I' ABOVE PERMANENT POOL (TEMPORARY POOL)
(SPLIT INTO UPPER & LOWER HALVES)
El
SHALLOW WATER – X'-6" " DEEP (LOWER HALF OF VEGETATED SHELF)
(SPLIT INTO UPPER & LOWER HALVES)
NOTES:
1. CHANGES TO AQUATIC VEGETATION LIST:
SUBSTITUTIONS DUE TO LACK OF PLANTING STOCK WILL BE CHOSEN FROM THE APPROVED LEST
WITHIN THE NCDENR STORMWATER BMP MANUAL, JULY 2007 (REVISED 1-20-16).
2. PLANTS ARE TO BE PLACED IN ROWS, ALTERNATING SPECIES BASED ON LAYOUTS SHOWN.
ALL PLANTS TO BE SPACED APPROXIMATELY 2' TO S ON CENTER.
3. EMBANKMENT BETWEEN FOREBAY AND POND SHALL USE AQUATIC VEGETATION FROM UPPER
HALF OF SHALLOW LAND.
4. JUSTIFICATION FOR SPECIFIED PLANTS:
-ALL SPECIES EASILY OBTAINABLE
–PLANTS MAINTAIN LOW GROWTH HEIGHT, IDEAL FOR RESIDENTIAL SETTING
–PLANTS PRODUCE RELATIVELY FAST GROUND COVERAGE
–LOW VEGETATIVE MAINTANANCE
5. ALL. SLOPES ABOVE TEMPORARY POOL ELEVATION, ON OUTSIDE OF CONTAINMENT BERMS, AND
SURROUNDING AREAS TO BE PLANTED WITH TURF GRASS. (CENTIPEDE GRASS IS RECOMMENDED
BY DWQ)
6, DEVELOPER MAY ADD ADDITIONAL PLANTING TO BASE PLANTINGS FOR AESTHETIC PURPOSES
SO LONG AS PLANTS ARE ON THE APPROVED LIST OF SPECIES SPECIFIED IN THE BMP MANUAL
FOR WETLANDS.
SOIL MEDIA NOTES:
1. THE SOILS USED FOR THE DESIGN AND CONSTRUCTION OF A WET DETEN LION BASIN -MUST
HAVE A LOW PERMEABILITY. IF THIS IS NOT THE CASE THEN A LINER (CLAY OR MANUFACTURED
MATERIALS) WILL BE REQUIRED. TO MAINTAIN THE LEVEL OF WATER NECESSARY IN THE
PERMANENT POOL, SPECIFICATIONS AS PROVIDED BY LICENSED GEOTECHNICAL ENGINEER.
2. IF "IN SITU" SOILS ARE TO BE USED THEN A SOIL ANALYSIS WILL NEED TO BE CONDUCTED
BY A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONSITE SOIL IS ADEQUATE TO
ENSURE HEALTHY PLANT GROWTH AND PROPER INFILTRATION THROUGH THE SOIL. THE FOLLOWING
ITEMS SHOULD BE CHECK AND INCLUDED IN A SOIL ANALYSIS:
--SOIL pH '
–SOIL TEXTURE
–SQILT TEST NCDA & CS
–CONTENT
–HYDRAULIC CONDUCTIVITY & INFILTRATION RATE (HIGHLY RECOMMENDED)
,1 ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMP MUST MEET THE FOLLOWING
REQUIREMENTS:
–MIX MUST BE UNIFORM AND FLEE OF MATERIAL GREATER THEN 2" (STONES, `.STUMPS, ROOTS,
ETC.)
–TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THEN 10% CLAY
–MIN, ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIES) AND 5% (TURF AREAS)
–pH SHOULD BE BETWEEN 5.5 AND 7.0
PERMANENT POOL
WA TER
LEGEND:
®NNIM®Nas® OVERALL LIMITS OF DISTURBANCE
STORM PIPE
OUTLET PROTECTION
CATCH BASIN
6' VEGETATED SHELF
SHALLOW WATER
M
SHALLOW LAND
DATE I ISSUED FOR I REV
111,/2010 Initial Submittal to City of States ille 0
2'0312017 Second Submittal to City of Statesvilluh 1
"40
N 'L4u4C' + one -Call center
Eng1n-aar:
��� ``,,per.
Knovit what's .1;. '-
C1111 before you dig.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying a Manning
Management
12713cn Cascv Diivc, Suitc,101, Port;lill, S.C. 29-08 1': [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, Owners Agent or Contractor to the Authority
having jurisdiction.
Cwpvrai€' Seal Enghleel'G seal
CARO0►►►►titi�tii�drrrdrr� 1►►►►a►>tk�idrdrdros
e°�nFESs10 ° 09 °e�� szo,°.°9
1 4
o SEAL = aw SEAL �o
o c> C-4168 o Z e� 038836 �n 4
✓✓ °° ASV OL °°n° .CIV ✓j y,/ �rrrrdr 1111t4►►ri
Pruject Manager
Drawn
A. Bowersox
A. Bowersox
4,�
checked
P. Murphy
P. Murphy
Print/Plot Date
February 03, 2017
Client
TRUE HOMES, LLC
- EMERGENCY SPILLWAY
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
SHALLOW LAND
SHALLOW WATER - UPPER HALF SHALLOW WATER - LOWER HALF SHALLOW LAND - LOWER HALF SHALLOW LAND - UPPER HALF
SHALLOW WATER
PLANT KEY.•
ARROW ARUM – Peltondro virginica
SOFTRUSH Juncus effusus
THREE --SQUARE BULRUSH – Scirpus americanus
FLAT SEDGE – Cyperus aristc7tus
ROSE MALLOW – Hibiscus moscheutus
SEDGES – Carex spp.
DUCK POTATO --- Sagittaria to folia
SWAMP SUNFLOWER Helianthus angustifolius
SHALLOW LAND - UP TO I' ABOVE PERMANENT POOL (TEMPORARY POOL)
(SPLIT INTO UPPER & LOWER HALVES)
El
SHALLOW WATER – X'-6" " DEEP (LOWER HALF OF VEGETATED SHELF)
(SPLIT INTO UPPER & LOWER HALVES)
NOTES:
1. CHANGES TO AQUATIC VEGETATION LIST:
SUBSTITUTIONS DUE TO LACK OF PLANTING STOCK WILL BE CHOSEN FROM THE APPROVED LEST
WITHIN THE NCDENR STORMWATER BMP MANUAL, JULY 2007 (REVISED 1-20-16).
2. PLANTS ARE TO BE PLACED IN ROWS, ALTERNATING SPECIES BASED ON LAYOUTS SHOWN.
ALL PLANTS TO BE SPACED APPROXIMATELY 2' TO S ON CENTER.
3. EMBANKMENT BETWEEN FOREBAY AND POND SHALL USE AQUATIC VEGETATION FROM UPPER
HALF OF SHALLOW LAND.
4. JUSTIFICATION FOR SPECIFIED PLANTS:
-ALL SPECIES EASILY OBTAINABLE
–PLANTS MAINTAIN LOW GROWTH HEIGHT, IDEAL FOR RESIDENTIAL SETTING
–PLANTS PRODUCE RELATIVELY FAST GROUND COVERAGE
–LOW VEGETATIVE MAINTANANCE
5. ALL. SLOPES ABOVE TEMPORARY POOL ELEVATION, ON OUTSIDE OF CONTAINMENT BERMS, AND
SURROUNDING AREAS TO BE PLANTED WITH TURF GRASS. (CENTIPEDE GRASS IS RECOMMENDED
BY DWQ)
6, DEVELOPER MAY ADD ADDITIONAL PLANTING TO BASE PLANTINGS FOR AESTHETIC PURPOSES
SO LONG AS PLANTS ARE ON THE APPROVED LIST OF SPECIES SPECIFIED IN THE BMP MANUAL
FOR WETLANDS.
SOIL MEDIA NOTES:
1. THE SOILS USED FOR THE DESIGN AND CONSTRUCTION OF A WET DETEN LION BASIN -MUST
HAVE A LOW PERMEABILITY. IF THIS IS NOT THE CASE THEN A LINER (CLAY OR MANUFACTURED
MATERIALS) WILL BE REQUIRED. TO MAINTAIN THE LEVEL OF WATER NECESSARY IN THE
PERMANENT POOL, SPECIFICATIONS AS PROVIDED BY LICENSED GEOTECHNICAL ENGINEER.
2. IF "IN SITU" SOILS ARE TO BE USED THEN A SOIL ANALYSIS WILL NEED TO BE CONDUCTED
BY A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THAT THE ONSITE SOIL IS ADEQUATE TO
ENSURE HEALTHY PLANT GROWTH AND PROPER INFILTRATION THROUGH THE SOIL. THE FOLLOWING
ITEMS SHOULD BE CHECK AND INCLUDED IN A SOIL ANALYSIS:
--SOIL pH '
–SOIL TEXTURE
–SQILT TEST NCDA & CS
–CONTENT
–HYDRAULIC CONDUCTIVITY & INFILTRATION RATE (HIGHLY RECOMMENDED)
,1 ANY SOILS THAT ARE USED IN THE CONSTRUCTION OF THE BMP MUST MEET THE FOLLOWING
REQUIREMENTS:
–MIX MUST BE UNIFORM AND FLEE OF MATERIAL GREATER THEN 2" (STONES, `.STUMPS, ROOTS,
ETC.)
–TEXTURE SHOULD BE LOAMY SAND, WITH NO MORE THEN 10% CLAY
–MIN, ORGANIC CONTENT OF 10% BY DRY WEIGHT (WOODY SPECIES) AND 5% (TURF AREAS)
–pH SHOULD BE BETWEEN 5.5 AND 7.0
PERMANENT POOL
WA TER
LEGEND:
®NNIM®Nas® OVERALL LIMITS OF DISTURBANCE
STORM PIPE
OUTLET PROTECTION
CATCH BASIN
6' VEGETATED SHELF
SHALLOW WATER
M
SHALLOW LAND
DATE I ISSUED FOR I REV
111,/2010 Initial Submittal to City of States ille 0
2'0312017 Second Submittal to City of Statesvilluh 1
"40
N 'L4u4C' + one -Call center
Eng1n-aar:
��� ``,,per.
Knovit what's .1;. '-
C1111 before you dig.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying a Manning
Management
12713cn Cascv Diivc, Suitc,101, Port;lill, S.C. 29-08 1': [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, Owners Agent or Contractor to the Authority
having jurisdiction.
Cwpvrai€' Seal Enghleel'G seal
CARO0►►►►titi�tii�drrrdrr� 1►►►►a►>tk�idrdrdros
e°�nFESs10 ° 09 °e�� szo,°.°9
1 4
o SEAL = aw SEAL �o
o c> C-4168 o Z e� 038836 �n 4
✓✓ °° ASV OL °°n° .CIV ✓j y,/ �rrrrdr 1111t4►►ri
Pruject 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]
POjsct:
Larkin Multi -Family
Development
Drav° Ing Title.,
BIP #100 Landscape Plan
Protect 910.
Drawing No.
2382
®NG t=ile Name:
2382 -BMP Plan with
Sand Filters

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 -
IMENOWTASKS.
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE
Inspect banks and surrounding drainage areas
for erosion and stabilize if necessary.
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
Street sweep parking lot
EASEMENT.
Trash removed
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE
lnpsect outlets for obstructions
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF
Inspect for clogging
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE
I
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH
Skim sand media
THE TERMS OF THE COVENANT, A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT
Pump oil and grit from sedimentation chamber
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO
Street sweep parking lot
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A
Grass Sand
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS
Mow basin to recommended height in alternating
patterns to prevent compaction and prevent weed
growth. Bag clippings to prevent thatch build-up.
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
Aerate and dethatch basin floor
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE.
847.00
845.70
r_
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
J/
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 MONROE 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
Sand Filter
Maintenance and Schedule
/SCHEDULE
IMENOWTASKS.
„B„ �'C1>,
Inspect banks and surrounding drainage areas
for erosion and stabilize if necessary.
Monthly
Street sweep parking lot
Quarterly
Trash removed
Monthly
lnpsect 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 Oniy0
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
•T
—10
EMERGENCI''SPIL.LWAY —_
GRAPHIC SOLE
( IN FEET )
1 inch = 10 ft.
8'
TOP OF EMBANKMENT "A" 854.00
EMERGENCY SPILLWAY"B" 853.50
846.70
TRASH RACK (TYP.)
5"x12" ORIFICE INVERT
ELEV = 852.00
PROPOSED 3'X3' O.D.
2'X2'].D. PRECAST CONCRETE
OUTLET STRUCTURE
:Ll10iIt1
"F"
BALLAST PAD — 3' X 3' X I'
ANTI -SEEP COLLARS (TYP.)
(SEE DETAIL)
EXISTING STORM STRUCTURE uN FILTE"'
P"" M P D' E T E N T 1" a' PU'O*N ik'40 # /2`0 0 1&^ "A `L) UN
TOP OF SLAB -"Cl'
PERFORATED
DRAIN PIPE
BMP DETENTION POND #200 AND
TOP BERM = 854.00
EMERGENCY SPILLWAY = 853.50
TOP OF RISER "C1" = 853.00
ORIFICE "02" = 5"X 12" @ 852.00
ORIFICE "D" = 6" @ 847,00
WQELEV = 851.12
WQEtFv ORIFICE = 2" @ 851.12
BOTTOM POND = 849.00
12" PERFORATED RISER
WITH PLUG & FILTER SOCK
100 -YR - 24HR ELEV. = 852.90
10 -YR - 24HR ELEV. = 852.39 FOREBAY TOP OF EMBANKMENT 852.00 L
W{SELEV.-:F851.12 _1 -YR - 24HR ELEV. = 851.50
-- .-
�— 2" ORIFICE INVERT ELEV =.851.12
849.00
1.25' SAND
847.00
0.75' GRAVEL
6" PVC PERFORATED UNDERDRAIN
FORLBAY SPILLWAY 851.00
OQ�ti
CO
6C ■ It' �iii`II�7�:7.7:7:m1
PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
o
s
0
0
\A o
0
n
m
12" PERFORATED RISER
FOREBAY
�[O N E �>vR
852.00
a
Q1
DATE 1 ISSUED FOR
1142016 Initial Submittal to City of Statesville
2103/2017 Second Submittal to City of Statesville
w4§§y '
N&iV OAA t .r" One -Galt Center
Engineer:
l►I
0
1
R. Joe Harris ss®ciates, enc.
Engineering - Land Surveying m Planning
Management
127 Ben Casey Drive, Suite 101, tort Nhll, S.C. 24705 P: (803).902-1799
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
It' ``ii,�111111111l,,�s,�
,�•���H °
CAR 0/ ��� CARO •,,�
FESS/p °°°�i/iq'., a °�pFISsj6 X�9'.,
w o N
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SEAL _ o SEALS
o c C-4168 036836 azo
o =
%,�S&ASS �,,,� ...� �l,t'.,,,,k L . yM��a.•
r�;lii r�a�e
;project Manager
"A"
„B„ �'C1>,
"C2,,
"D" .
Fo
"G"
POND
ELEV.
ELEV. ELEV.
ELEV.
SIZE
INV.
SIZE
SLOPE
LENGTH
INV, U18
INV. DIS
SIZE
SLOPE
9200
854.00
853.60 853.170
852.00
61'
847.00
15" RCP
0.60%
50.17'
847.00
845.70
'12"
0.00%
�[O N E �>vR
852.00
a
Q1
DATE 1 ISSUED FOR
1142016 Initial Submittal to City of Statesville
2103/2017 Second Submittal to City of Statesville
w4§§y '
N&iV OAA t .r" One -Galt Center
Engineer:
l►I
0
1
R. Joe Harris ss®ciates, enc.
Engineering - Land Surveying m Planning
Management
127 Ben Casey Drive, Suite 101, tort Nhll, S.C. 24705 P: (803).902-1799
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
It' ``ii,�111111111l,,�s,�
,�•���H °
CAR 0/ ��� CARO •,,�
FESS/p °°°�i/iq'., a °�pFISsj6 X�9'.,
w o N
Z'
°e ti"°
o QQ q�°e
J°
SEAL _ o SEALS
o c C-4168 036836 azo
o =
%,�S&ASS �,,,� ...� �l,t'.,,,,k L . yM��a.•
r�;lii r�a�e
;project Manager
Uravin
A. Bowersox
A. Bowersox
Depaertmeni Nlanacger
Checked
P. Murphy
P. Murphy
Print/,Plot Uata
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:
BMP Detention Pond And
Sand Filter #200
tl•taje:t No.
Dra�air>3g Nca.
2382
-
BMP-
t7WO File Name:
2382 -BMP Plan with
Sand Filters

MAINTENANCE ACCESS '•• .......................................
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING _ _ �� f ,
e
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 �� _
��....................................................
--
r
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN J�.-� � � •'. -�
ADDITION, A 10 -FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER0 ��- ' I)\\ ......................................
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER V
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
MEASEMENT. ET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC�� -
- r
� �
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 f
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 11
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. ABMP DETENTION POND #300' -AND
................. ,_.•... � .•'' -- �. _..
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS ........................ ........ .... .......... SAND FILTER
y
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. �� -- ! TOP BERM = 867.0
�,
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN e j y ...•... EMERGENCY SPILLWAY = 866.5.0
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE. y 9oLI 15" RCP @ 1.11% TOP of RISER "C1" = 866.00
ORIFICE "C2" = 5"X 12" Cu) 865.00
r 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 .-
DOWNSTREAM INV. = s5a.00
•�•............ '-., W4�1.ev _ 864.02
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION _ _ wOELE„ ORIFICE = z° @ 864.01
.._
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY � ..... _- \ sorroM POND = asz.0o
�.......... ...,
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED 1N 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,
SEDIMENT FOREBAY
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION, - "J ' TOP OF FOREBAY = 865.00
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE STORAGE = 1,079 CU.FT
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS 1 (STORAGE AT 865.00) 3'X 3' O.D. PRECAST STRUCTURE
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,
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE: 1
- CONSTRUCTION PHASE: DEVELOPER/BUILDER4� .......................................
- PROJECT ACCEPTANCE: BUILDER 1
- PROPERTY
ENT
- W RRANTEOWNERSHo PHASE:PIROPERTY OWNERP TRANSFER: DEPROPERTY OWNER A�� �--
- OPERATION PHASE• PROPERTY OWNER/HOMEOWNERS ASSOCIATION
t
Sand Filter x
Maintenance and schedule
TASKS:
.RESCHEDULE -
Inspect banks and surrounding drainage areas
for erosion and stabilize it 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
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
lEvery 2 years
-10
1 ° P�PRO
`0I#301
a
t
G.RAPHIC SCALE
10 20
( IN FEET )
I inch = 10 ft.
CO W
Co <co W
�� L
eco ��'•_i�_, -'
�\� I
PERFORATED
DRAIN PIPE
�- - EMERGENCY SPILLWAY
1B .�®4
coo
cc,
(P 00
co
.................
f..
1
12" PERFORATED RISER
D I#302 \_ -
8'
TOP OF EMBANKMENT "A" 867.00
EMERGENCY SPILLWAY "B" 866.50
TRASH RACK (TYP.)
Q�
�O 5"x12" ORIFICE INVERT -
RIP -RAP APRON ON ^ ELEV = 865.00
(SEE SHEET GP -2)
PROPOSED 3'X3' O.D.
2'X2'1.D. PRECAST CONCRETE
OUTLET STRUCTURE
857,00
NATURAL GRADE
860.00
LFII
BALLAST PAD - 3' X 3' X I'
AR
DETAIL :'
.BMP DETENTION POND #300 & SAINI'D
UNDERDRAIN
TOP CF SLAB -"Cl"
100 -YR - 24HR ELEV. � 865.76
#203
12" PERFORATED RISER
WITH PLUG & FILTER SOCK
1 1.5' 1
r 5': 12"_ 4 PRIfiGIPAL�CU,EIR-"C7„ tD-YR - 24HR ELEV._ 865,32 FC)RE&AY TOP OF EIVBANKMENT 865.00
-- 1 YR - 24HR ELEV. = 664.41
FOREBAY SPILLWAY 864.00 / _ _ FOREBAY
WOv ELEV.= _864.02
2" ORIFICE INVERT ELEV = 864.02 a� �N�EF
4 / 2 oa
862.00 _
- --------.zssArD -FJ�': ,1611 HDPE UNDERDRAIN
860.00 21� 862.00
ORIFICE -"fl" o o° o tl o o o do. 7�' GRAV£L
6" PVC PERFORATED UNDERDRAIN PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
Drawn
"13"
A. Bowersox
IL2"
I
1
r 5': 12"_ 4 PRIfiGIPAL�CU,EIR-"C7„ tD-YR - 24HR ELEV._ 865,32 FC)RE&AY TOP OF EIVBANKMENT 865.00
-- 1 YR - 24HR ELEV. = 664.41
FOREBAY SPILLWAY 864.00 / _ _ FOREBAY
WOv ELEV.= _864.02
2" ORIFICE INVERT ELEV = 864.02 a� �N�EF
4 / 2 oa
862.00 _
- --------.zssArD -FJ�': ,1611 HDPE UNDERDRAIN
860.00 21� 862.00
ORIFICE -"fl" o o° o tl o o o do. 7�' GRAV£L
6" PVC PERFORATED UNDERDRAIN PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
DETAIL - Q.T.S.
DATE ISSUED FOR FEV
11/412016 Initial -submittal to Ciiy of Statesvifle 0
2iO3l2017 Second Sub+nittai to City of Sfat svilie I
oTi090LCiI°
Afaa Caul:., c One•call Center
Engil tear:
is.
Know what's below.
Call before you dig.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
12713en Casey prive, Suite 1U1, PoRMill, 5_C.'�!+705 P: (80.3) 802-1799
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 pumit forms and related fees are transmitted
by the Owner, Owners Agent or Contractor to the Authority
having jurisdiction.
owporate Seal Engineer's Saab
CA 80
-� °4F�S51p�°/2q •` *��°QRO�ESS%py��y'��
- - 9l '
w 9 rn Cl -
SEAL _ o SEALo
c> C- 4168 �o a036836 ,za
&sp
° °OOO°a°a°° ° (°�
lop
��1RSSo i
ProjeCT Meallager
Drawn
"13"
A. Bowersox
IL2"
rD"
IIFII
ilr`If
\3
POND
ELEV.
ELEV.
ELEV.
ELEV,
S17 -E INV.
SIZE
SLOPE
LENGTH
INV. UI;�
INV. D/S
SIZE
SLOPE
I,'--300
867.00
866.50
866.00
4365.00
6" 860.00
15" RCP
1.111%
00.00'
860.00
850.00
12"
0.00%
DETAIL - Q.T.S.
DATE ISSUED FOR FEV
11/412016 Initial -submittal to Ciiy of Statesvifle 0
2iO3l2017 Second Sub+nittai to City of Sfat svilie I
oTi090LCiI°
Afaa Caul:., c One•call Center
Engil tear:
is.
Know what's below.
Call before you dig.
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
12713en Casey prive, Suite 1U1, PoRMill, 5_C.'�!+705 P: (80.3) 802-1799
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 pumit forms and related fees are transmitted
by the Owner, Owners Agent or Contractor to the Authority
having jurisdiction.
owporate Seal Engineer's Saab
CA 80
-� °4F�S51p�°/2q •` *��°QRO�ESS%py��y'��
- - 9l '
w 9 rn Cl -
SEAL _ o SEALo
c> C- 4168 �o a036836 ,za
&sp
° °OOO°a°a°° ° (°�
lop
��1RSSo i
ProjeCT Meallager
Drawn
A. Bowersox
A. Bowersox
Department Manager
Uiecked
P. Murphy
P. Murphy
prin'tiplot Dow -
February 03, 2017
clip;,t
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER. DRIVE
SUITE 104, MONROE, NC 22110
R [phone]
Piztt�l;i;
Larkin Multi -Family
Development
ofavving Title:
BMF' Detention Pond And
Sand Filter x#300
Prulect N«.
Drawing No.
2382
DWG File Name;
2382 -BMP Plan with
BMP-
Sand Filters

MANN(
AND C
HIGH
PO LYE IT7TLIt: 114 t::
STRUCTURAL
PLASTIC
Tap View
TRASH RACK MANUFACTURED BY
CONTECT ENGINEERED SOLUTION
1-800-338-1122
CONCRETE RISE
Trash Rack Assembly
Llev. B
NOTE: CUSTOM SIZES AVAILABLE UPON REQUEST
FLAT ROOF TRASH RACK C©IVTECT' 9025 Centre Pointe Drive
ENGINEERED SOLUTIONS West Chester, OH 45069
1-800-338-1122
www.contecties.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
FOR REFERENCE PURPOSES AND ANY APPROVED EQUAL
MATERIAL WOULD BE SATISFACTORY,
2" MIN PVC PIPING DEPENDING ON BM
SEE DETAIL ON INDIVIDUAL BMP DETAI
--DOWNSPOUT PVC TO BE ONE SIZE
LARGER THAN ORIFICE SIZE, 12" BELOW
PERM. POOL ELEVATION. SCREW—IN CAP
TO BE PLACED ON TOP & REGULAR CAP
ON BOTTOM, BOTTOM CAP TO BE CORED
OUT TO 4" ORIFICE SIZE.
OUTLET STRUCTURE DOWNSPOUT TEE
Anti -seep collars may be constructed with class B concrete, compacted clay. The compacted clay shall have a specific
discharge of 1 X 10- 5 cm/sec. or less. The following specifications shall apply to class B concrete:
a) Minimum cement content, sacks per cubic yard with rounded course aggregate 5,0
b) Minimum cement content, sacks per cubic yard with angular course aggregate 5.5
C) Maximum water -cement ratio gallons per sack 6.8
d) Slump range 2" to 4"
e) Minimum strength - 28 day psi 2,500
Ej� -"--"'TRENCH WIDTH—" —
1 (11 I ANTI—SEEP
T CLASS B CONCRETE
OR COMPACTED CLAY,
PLAN VIEW
ANTI -SEEP COLLAR
TRENCH
WIDTH
GRADE
SECTION A—A
DETAIL No.
NOT TO SCALE
SHEET 1 CF 1
CAIr
SIDE
VARIES
RIP RAP & F1;
(INSTALL TO r v� yr JLVr Gf
V FREEBOARD (MIN.)
WET POND EMERGENCY SPILL WAY
IRASH RACK FASTENED ACROSS Top DF PRINCIPAL WEIR.
(TRASH RACK TO BE CON37RUCTED AS TO ALLOW 1T TO
BE OPENED FOR MAINTENANCE ACCESS.)
6" x 12" ORIFIC
W ITH TRASH R
PVC TEE
W/ OPENING
a + '
"aPOND WATER S
.f. a 'a ELEVATION
(PERMANENT PI
d AREA TO BE FILLED WITH
4 CONCRETE OR OTHERIARi�3'X2' I.rU. RIS P
�. APPROVED MATERIAL SCALL NTS
3'X3' PRECAST I315Bi;
SCALE: NTS
WET POND X100 OUTLET STRUCTURE
D
+HALL j ---
DIA
NALL
�+—TOINOUE 0ROOVE
VARIES
GROUND
�'V LL -
I
'AIALL
CAR
SIDE
VARIES
RIP RAP & FI
(INSTALL TO ivc yr �vrt�
8'
I ) I 'I T.1 T1 7:1 T:1 Tl /l A T\
REINFORCED CONCRETE PIPE
FLARED END SECTIONS
NOT TO SCALE
­ Vd ALL
DIA.
15"
18"-
f —
NALL
2 1/4"
—21/-2"
FO 'GUE—
o
2"
2-112»
IOFII
970
1340
A
�6"
r_ 9 —_..
B
27"�
27''
C
46"
46"
D
73"
73"
c
30"
36"
DIA. +1
161,
19„
24
E
3'
i /2„
2 1 /2"
J;,
820
�Z4fl0
S 1 /2"
—1>, 2
�1 1 /2"
54"
30"
19 3/4"
73 I /2„
7.3 3/4"
T8"
60"
25°
31 "��
3f"
�42
=l
4 I/2—
3 1/z'
4„
S: uQ
6300
18
21 1/2—
6 J34
F;7"
3/4"
11-1 1/2"
97 3/4"
1033—
_
PVC TEE
1
p�rO •a0��`�
ACCESS STEPS
PER NCDOT"\
840,66
5" x 12" (A) ORIFICE
WITH TRASH RACK
MANHOLE ACCESS
TO BE PROVIDED
i— 2" PVC TEE
2" PVC TEE
W/ OPENING " RCP 12"
i POND WATER SURFACE
S ELEVAT]ON
(PERMANENT POOL) 1, I
r 12"
AREA TO BO
FILLED WITN i�taV;-- 2'X2' I.,. ItiSI,R
CONCRETE OR OTHER _ _�
APPROVED MATERIAL SCALE:NTS
3'X3' . UCAST It.t x,R
SCALE, NTS -
DETENTION POND 9200 - OUTLET STRUCTURE
PERFORATED.
SAND FILTER EMERGENCY SPILL WA Y
%imm �..�.�I
ACCESS STFPS
PER NCDOT-\
946.66
5"x 12" (4) ORIFICE
WITH TRASH RACK
GROUND
MANHOLE ACCESS
TO BE PROVIDED
i 2" PVC TEE
S
2" PVC TEE
W/ OPENING RCP 12"
l ~ \ 6" PVC PERFORATED
i POND WATER SURFACE - - VNOERDRAJN
ELEVATION
/ (PERMANENT POOL)
12"
AREA TO BE FILLED WITH PLAN— 2'X2' .1 .- R�51 i?
CONCRETE OR OTHER
APPROVED MATERIAL SCALE: NTS
3'X3' PRECAST RISP,R
SCALE: NTS
WET POND 300 — OUTLET STRUCTURE
DATE ISSUED FOR
1 1/4/2016 initial Subalittal to City of Statesville
2/03/2017. Second Submittal to City of Statesville
REV
0
1
��� #
� T5 Me fi,®
"Mo Know what's MOW
N+ xR Ct��L s A pne Call Center Call before you dig.
Engineer
R. J®e Harris & Associates, Inc.
Engineering • Land Surveying - Planning
Management
127 LICIT Cav Y Drive, SUile 101, FQA x.Mill, S.C. Z170b 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 :Teal Engineer's Seal
°° >>�`, `N CA R�
F E.SS/p � �9>� :��� Q° Qf ES$%p
4
o o Q 'r, owl q` e
SEAL a SEAL
C--4168 z ° ;? 036836 =o
7/�j�. ..°°a°°° 61\�l °p
/r
it
11 r�rria+a++
Project Manager Drawn
A. Bowersox A. Bowersox
Depattinerii Manager Checked
P. Murphy P. Murphy
print/plot Bate
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Larkin Multi -Family
Development
Drawing 'Title-,
BMP Details
Project No. t"3tavvirtg No.
2382
DWO File Name:
2382 -BMP Plan with
Sand Filters

VEGETATION MAINTENANCE FOR BMPs
Adapted from NCDENR stormwater BMP Manua! Chapter 7 - Table 7-2 (Revised 092807)
MAINTENANCE FOR WETPON® BMPs
MAINTENANCE INSTRUCTIONS
ACTIVITY
Replacement of All dead plants should be removed and disposed of, before vegetation that has failed on a large scale is replaced, the cause of
Dead Plants such failure should be investigated. If the cause can be determined, it should be eliminated before any reinstallation.
Fertilization The objective of fertilizing at a BMP is to secure optimum vegetative growth rather than yield (often the objective -with other
activities such as farming). Infertile soils should be amended before. installation and then fertilized periodically thereafter. Fertilizer
can be composed of minerals, organic matter (manure), compost, green crops, or other materials.
Irrigation/ Watering Watering of the vegetation can often be required during the germination and establishment of the vegetation, as well as
occasionally to preserve the vegetation through drought conditions. This can typically be accomplished by pumping water retained
in the BMP or from the stream, installing a permanent irrigation system or frostproof hose bib, or using portable water trucks.
Mulching Mulching should be used to maintain soil temperature and moisture, as well as site aesthetics. A half inch layer is typically
adequate. Ideally, mulch should be removed before winter to prevent an infestation of rodents.
Weeding Weeding is often necessary in the first growing season, particularly if herbaceous grasses are outcompeting the young woody
vegetation growth. The need for weeding may be largely eliminated by minimizing the amount of seed used for temporary erasion
control. Weeding may also be required if, .over time, invasive or undesirable species are entering the site and outcompeting plants
that are specifically involved in the treatment of the stormwater.
Disease Control Based on monitoring observations, either insecticides or (preferably)
191412[]16 Initial t3ubrnitta! to City of Statesville 0
2103121317 Second Submittal to City
BMP ELEMENT
Adapted from NCDENR stormwater BMP Manual Chapter 10 - Table 106 (Revised 061609)
POTENTIAL PROBLEMS
HOW TO REMEDIATE THE PROBLEM
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the gully, and then plant a ground cover and
detention basin.
gullies have formed.
water antil it is established. Provide lime and aane-time fertilizer. application..
2649 BREKONRIDGE CENTER DRIVE
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.
Drawing No.
damaged.
DWG trite Name:
Erosion is occurring in the Swale.
Regrade. the swale if necessary to smooth it over and provide erasion control devices
Sand Filters
�'"
such as reinforced turf matting or riprap to avoid future problems with erasion.
The fgrebay
Sediment has accumulated to a
Search for the source of the sediment and remedy the problem if possible. Remove the
organic means of pest and fungal control should be used.
Mowing-
Mowing of perennial herbaceous grasses and wildflowers, especially once seed heads have set, promotes redistribution of seed
for this selfsustaining system. Mowing should be carefully controlled, however, especially when performed for aesthetics. As
BMP.
adjacent property owners and customers in general learn more about BMPs, their vision of what is aesthetically pleasing can
storage.
change. Grasses, ,in healthy herbaceous stands, should never be mown more than once per year..
191412[]16 Initial t3ubrnitta! to City of Statesville 0
2103121317 Second Submittal to City
BMP ELEMENT
Adapted from NCDENR stormwater BMP Manual Chapter 10 - Table 106 (Revised 061609)
POTENTIAL PROBLEMS
HOW TO REMEDIATE THE PROBLEM
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the gully, and then plant a ground cover and
detention basin.
gullies have formed.
water antil it is established. Provide lime and aane-time fertilizer. application..
2649 BREKONRIDGE CENTER DRIVE
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.
Drawing No.
damaged.
DWG trite Name:
Erosion is occurring in the Swale.
Regrade. the swale if necessary to smooth it over and provide erasion control devices
Sand Filters
�'"
such as reinforced turf matting or riprap to avoid future problems with erasion.
The fgrebay
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 ina 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 nutlet 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.
z
WY., vG.
C<v aE�c One -Gall Center
Engina.
Know whars bellow.
Call befom you dign
eer;
R. Joe Carrie & Associates,
of Statesville 'I
Inc.
Engineering • Land Surveying - Planning
Management
127 Ben C:Lszy give, Suite 1N, FprtNlill, S.C. 29705 Y: (803) 024799
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears an the
drawing, and proper permit farms and related fees are transmitted
by the Owner, Owner's Agent or Contractor
to the Authority
having jurisdiction.
corporate. av'ai
00111aufi fl'I''NAS 0
t
�o�oF�SS/py a9 �w
4
SEAL �o�=
C-4168, � m
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Milr►10
sw SEAL �a
06836 �a v
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KI_.M ,
+1 '141r+11ialas��`
t'ro;est ;t�7ant.ger
Drawn
A. Bowersox
A. Bowersox
f3ep3rirr2ezit Manager
Cho -eked
P. Murphy
P. Murphy
r'rir3tlPtot Date
February 03, 2017
t;tleni
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
t:
ProjecLarkin
Multi -Family
Development
ra'aVing TBtje-
BMP Details
ploje°: No.
Drawing No.
2382
DWG trite Name:
2382 -BMP Plan with
�"]-�
Sand Filters
�'"

D'B'E
ISSUED FOR
11/4/2016 initialSubmittal to City of Statesville
2!0312017 Second Submittal to City of Statesville
rw 7
L�a
NaroY
?Ana 4 OOne-Call Center
REV I
a
Know whiar's below.
Call before you dig.
0
En. rlpp_r:
Drawn
A. Bowersox
A. Bowersox
Department Manager
OEM
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Den Casey Drive, Suite 101, Fart Mill, S.C. 29103 f : [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal arid 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.
i
Engineer's weal
°►►aalaYlrfrrr+r+
CAR0� ���i
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.°`" CAROB ,,�
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Storm System 100 & 141
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ALL STORM TO BE R�P
CLASS III UNLESS OTHERWISE
NOTED.
2-
ALL STORM DRAIN SRUCTURES
TO BE PE
NCDOT STANDARD DETAILS
OR CITY OF STA
TESVILLE DETAILS:
HOR. SC
LE:
CATCH BASIN: 840.01
FRAME & GRATE: 84003
DROP INLET: 840.14
OR 840_ .02 (SEE CITY [7ETAIL)
840.15
ao
a zo
0
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FRAME-&-GRATE�84006
OPEN THROAT YARD
MANHOLE: 840.52
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— --
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3.
RING & COVER: SEE
WEIR ELEVATION ON
WEIR ELEVATION ONjI
9ITY DETAIL
CATCH BASIN REFER
DROP INLET REFERS
TO ELEVATION AT TH
TO CENTER OF GRATE.
BACK OF THE GRATE
(2.25" BELOW EQP)
VER. SC
LE:
°
-
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4.
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ALL YARD.INLETS TO
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BE OPEN ON ALL FOUR
—
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�_.-._
D'B'E
ISSUED FOR
11/4/2016 initialSubmittal to City of Statesville
2!0312017 Second Submittal to City of Statesville
rw 7
L�a
NaroY
?Ana 4 OOne-Call Center
REV I
a
Know whiar's below.
Call before you dig.
0
En. rlpp_r:
Drawn
A. Bowersox
A. Bowersox
Department Manager
OEM
R. Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Den Casey Drive, Suite 101, Fart Mill, S.C. 29103 f : [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal arid 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 Saai
Engineer's weal
°►►aalaYlrfrrr+r+
CAR0� ���i
0" CARO",,
.°`" CAROB ,,�
Storm Drain Profiles
Storm System 100 & 141
9
a
a SEAL =
aQ C-4168 Z d
o SEAL
a s 036836 z� b
UWG F=ile Name:
�.
' A5
++rrrrrr�rata►►°°
+rrrr1ia1%1
Project managal,
Drawn
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
PrinilPlot Date
February 03, 2017
eE;s;�t
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawing "Title.
Storm Drain Profiles
Storm System 100 & 141
Project No.
Drawing No.
2382
SD -1
UWG F=ile Name:
2382 -Storm Profiles

- �� .....T��,.�r.�.�.-r�..:s:�.. __. ,.. >,:..:'�ei �PTyr�•ru-T"— - s.ia-_a -� B..—yam __.... r � h. y
DATE I ISSUED FOR
111412016 initial Submittal to City of Statesville
21'03/2017 Second Submittal to City of Statesville
nag Clmot" one -Call Center
Engineer:
Is.
Know what's belOW.
Call before you dig.
E1
0
11
R. Joe Farris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fm 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
00%011111111111,11"
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a ° o
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c C-4168 °
F WYr
BcASS�,.�``�i
Engin2er's Seal
CAR,,1y11uuulrrrr,'
F ES aO���9'�•e
4; <
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036836
0
CK L
I ��) �rr111111111111
prv)'ect Manager
Drawn
A. Bowersox
A. Bowersox
Department Manager
Chocked
P. Murphy
P. Murphy
Priiltl'Piot Date
February 03, 2017
Client
TRIBE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project-
oject.Lar
in Multi -Family
Larkin
Development
II
1
Storm Drain Profiles
Storm System 200, 300
301
Drawing No.
2382
Dv;jG rile Hamm:
2382 -Storm Profiles
I
I
STO�RM
200
STORM
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1.
2.
ALL STORM TO BE
ALL STORM DRAIN
CATCH BASIN: 840.1
CP CLASS III UNLESS
STRUCTURES TO BE PER
OR 840.02 (SEE CITY
OTHERWISE NOTED.
NCDOT STANDARD
DETAILS OR CITY OF S
ATESVILLE DETAILS:
DETAIL)
FRAME & GRATE: 8410.09
HOR.
SCALE:
DROP INLET: 840.14IOR
FRAME &ORATE: 84�0,16
OPEN THROAT YARD
840.15
INLET: 840.04 OR 840:05
40
0 20
40
MANHOLE: 840.52
RING & COVER: SEE
CITY DETAIL
1 ine
= 40ft.
3.
WEIR ELEVATION ON
WEIR ELEVATION ON
CATCH BASIN REFERS
DROP INLET REFER
TO ELEVATION ATT
TO CENTER OF GRATE.
E BACK OF THE GRAT
E (2.25" BELOW EOP)
VER.
SCALE:
4.
ALL YARD INLETS T
BE OPEN ON ALL FOUR
SIDES.
4
1 inch
Q 2
= 4ft.
4
_
- �� .....T��,.�r.�.�.-r�..:s:�.. __. ,.. >,:..:'�ei �PTyr�•ru-T"— - s.ia-_a -� B..—yam __.... r � h. y
DATE I ISSUED FOR
111412016 initial Submittal to City of Statesville
21'03/2017 Second Submittal to City of Statesville
nag Clmot" one -Call Center
Engineer:
Is.
Know what's belOW.
Call before you dig.
E1
0
11
R. Joe Farris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
127 Ben Casey Drive, Suite 101, Fm 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
00%011111111111,11"
CA
a ° o
x] ° SEAL °
c C-4168 °
F WYr
BcASS�,.�``�i
Engin2er's Seal
CAR,,1y11uuulrrrr,'
F ES aO���9'�•e
4; <
w SEAL
036836
0
CK L
I ��) �rr111111111111
prv)'ect Manager
Drawn
A. Bowersox
A. Bowersox
Department Manager
Chocked
P. Murphy
P. Murphy
Priiltl'Piot Date
February 03, 2017
Client
TRIBE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project-
oject.Lar
in Multi -Family
Larkin
Development
Draig Title:
Storm Drain Profiles
Storm System 200, 300
301
Drawing No.
2382
Dv;jG rile Hamm:
2382 -Storm Profiles

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GRAPHIC SCALE
--40 0 20 40 a0 150
IN �ii!lil
( IN FEET )
1 inch = 40 ft.
i
i I
890- _ _ HIGH_f�T._STA;299 -- — — ---
� HIGH PT ELEV: 875.(6
j 1 PVI STA: 4+29.69
PVI ELEV: 875.68
K: 31.25
LVC:125-00
i I � �
PVI STA: 1+82.5
00
PVI ELEV: 870.7 `° v i
K 4t.67— -- — .j.>–
LVC:125.00 m w w
O� � o
4 � h
U ¢ I
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Gn w _ > Z'_�--
- - - - 880 — - - — \ pE
D ¢! Lu
PROP. E RADE Z �l -1
1
7 EXIST, GRACE---
❑
d z tp _ 0010
I I 00
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0
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{
i
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--- xo SCALE:
ao— 0– �fl 4d _...
E 0+00 1 +00 2+'00 3+00 4+00 5+'00 5+'13.77 {
i —
lc�r r>I�, \ � c. N c 1 Q 1 i ch = 40ft.
� tiIN L� Lr>� �' VE SCALE:
OD CO Cc CO 00 00 co coo 0000 � co co cc)m ro ct7 co aD 00 CP co 4 0 4
1 inch 4ft.
DATE I ISSUED FOR
111412016 Initial Submittal to City of Statesville
2103/2017 Second Submittal to City of Statesville
Nom& 04id. One -Call Center
Engineer:
a
mow Wharsbelow.
Call More
nEV
. Joe Harris & associates, Inc.
Engineering - band Surveying o Planning
Management
127 lien Casey D[iw, Suilc 101, Fort N101, S.C. 29705 P: (803) 502-17J9
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
°°i11111i11►P7/
CAR
�S pOl��-9�`:
: a�qQpF E 49` o
SEAL
036836 ,azo
9
✓�F,1 �oo�f� 1!ll�a°°°..
Project Mana;Ier
Drawn
A. Bowersox
A. Bowersox
Departrnent Manager
Checked
P. Murphy
P. Murphy
v rintiPlot Date
February 03, 2017
Client
TRUE HMES, LLC
2549 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Ura Sing Title:
Roadway Plan And Profile
Private Driveway 1
Project No.
Drawing. 'No.
2382
MUG File Maine.
2382 -Roadway Plan and
Profile

20
. � PROPERTY BOUNDARY
G
LC
2 �a
1 I X02 PROPERTY BOUNDARY
- w UJ21
o�0— ublit I V4
CB42 _J
-- �
�p,�
I 1+00 �, o B° ��� o I 0 0 20' PRIMATE 1+00 1 'i
00 �' DRIVEWAY 2 J
. J j
oil
1 l:
l`
1 3 o 1 11 12/ 13 14
\ 'r II
90�
- t ' I LO
i T !
_ — ---
01
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Ai`
irr - `-------- - --
Fox
GRAPHIC SCALE =- �. - _-_� `'._� GRAPHIC SCALE
-40 Q 20 40 80 160 �� '��ti^ _ ` -40 0 20 40 60 16Q
( IN FEET } i 1 � � " { IN FEET }
1 inch = 40 ft. ` 1 inch = 40 ft.
I
880 --_ HIGH P-sTA-3+2a.a7---- -- — —_890--— — — —
HIGH PT ELEV: 869.24
PVI qTA: 3107.15
PVI gLEV89
69.80
L`�C: 75.00
i c`nn Co r �E
Q06
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i
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L�O00
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LU
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_ 1.00%
I
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v �
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Qalo I 15"
860—L- o
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CN
I �
1
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HOR. SCALE:
840 --- — -- ---- -- - _ _ - _0 _._
_ _. _�- - _---_ 8 LJ' O W.. -3• � t ^F 40 0 20 14 40
0+00 1+ 2+00 3+100 3+68.74 0 00 1 00 1 32 i
i - �- r- N - - N �,, E m Ito l inch = 40ft:. I
CF)Cp u)� Od Nco Ca 07 ��� 00 c6�rn�O eco S I
I LO uni °° rs roo o (0 (0 co GO I r_ '� r �- �� c4 VER. SCALE:
CO Co co m 00 %) Q) W CC) Q CD 00 c7 W co I co 00 co CY7 00 co 00
I
I I 1 inc = 4f t. I
DAT E I ISSUED FOR
1114I2Cf16 Initial Subrnittal to O'tt;{ of Statesville
210:312017 Second Submittal to City of Statesville
d 014,
n_. Nlpqla
Mng Ciaa� One -Call Genter
Engineer:
rbelow.
Call before you dig.
EV
R. Joe Harris & Associates, 111c.
Engineering ® Land Surveying .Planing
Management
127 ucn Casey lhire, Suite 101, Fort Mill, S.C. 29108 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.
Corpora ie Seal
,e�►titiCA
trarrrr�oa
SEAL ~
o ti C-4168 foo
Engineers Seal
��eataaaa+rrr��
� ao�Q 900' w
ow SEAL gi
01368.36
04
1�5
r/ ,1rrrfaaaly,l���
Project Manager
Dr vin
A. Bowersox
A. Bowersox
Department Manager
Checked
LU
w
P. Murphy
18
17
16
15
29 ' 28
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin. Multi -Family
Development
27 26
Roadway Plan And Prefile
Read 1 & Driveway 2
Drawing No.
2382
a I �.
25 1 `
WNG rile Name:
2382 -Roadway Plan and
(
24
+
23
I
_ CB#1 3
o�0— ublit I V4
CB42 _J
-- �
�p,�
I 1+00 �, o B° ��� o I 0 0 20' PRIMATE 1+00 1 'i
00 �' DRIVEWAY 2 J
. J j
oil
1 l:
l`
1 3 o 1 11 12/ 13 14
\ 'r II
90�
- t ' I LO
i T !
_ — ---
01
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Ai`
irr - `-------- - --
Fox
GRAPHIC SCALE =- �. - _-_� `'._� GRAPHIC SCALE
-40 Q 20 40 80 160 �� '��ti^ _ ` -40 0 20 40 60 16Q
( IN FEET } i 1 � � " { IN FEET }
1 inch = 40 ft. ` 1 inch = 40 ft.
I
880 --_ HIGH P-sTA-3+2a.a7---- -- — —_890--— — — —
HIGH PT ELEV: 869.24
PVI qTA: 3107.15
PVI gLEV89
69.80
L`�C: 75.00
i c`nn Co r �E
Q06
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i
m °° w >Z CQ
L�O00
ILLI
�I-- Lli
~ !¢- _J I Q p EXIST. [RADE
� Z� W I � .� � '- FI PROP. GRA � E
LU
LL —I
870 I - - PROP. GRADE -r - - _zlp8�I I - 880 ®� j
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_ 1.00%
I
j
v �
Z EXIST. GRADEzj
Qalo I 15"
860—L- o
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i
Cn
CN
I �
1
� I
HOR. SCALE:
840 --- — -- ---- -- - _ _ - _0 _._
_ _. _�- - _---_ 8 LJ' O W.. -3• � t ^F 40 0 20 14 40
0+00 1+ 2+00 3+100 3+68.74 0 00 1 00 1 32 i
i - �- r- N - - N �,, E m Ito l inch = 40ft:. I
CF)Cp u)� Od Nco Ca 07 ��� 00 c6�rn�O eco S I
I LO uni °° rs roo o (0 (0 co GO I r_ '� r �- �� c4 VER. SCALE:
CO Co co m 00 %) Q) W CC) Q CD 00 c7 W co I co 00 co CY7 00 co 00
I
I I 1 inc = 4f t. I
DAT E I ISSUED FOR
1114I2Cf16 Initial Subrnittal to O'tt;{ of Statesville
210:312017 Second Submittal to City of Statesville
d 014,
n_. Nlpqla
Mng Ciaa� One -Call Genter
Engineer:
rbelow.
Call before you dig.
EV
R. Joe Harris & Associates, 111c.
Engineering ® Land Surveying .Planing
Management
127 ucn Casey lhire, Suite 101, Fort Mill, S.C. 29108 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.
Corpora ie Seal
,e�►titiCA
trarrrr�oa
SEAL ~
o ti C-4168 foo
Engineers Seal
��eataaaa+rrr��
� ao�Q 900' w
ow SEAL gi
01368.36
04
1�5
r/ ,1rrrfaaaly,l���
Project Manager
Dr vin
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
18
17
16
15
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin. Multi -Family
Development
o�0— ublit I V4
CB42 _J
-- �
�p,�
I 1+00 �, o B° ��� o I 0 0 20' PRIMATE 1+00 1 'i
00 �' DRIVEWAY 2 J
. J j
oil
1 l:
l`
1 3 o 1 11 12/ 13 14
\ 'r II
90�
- t ' I LO
i T !
_ — ---
01
_ i U
Ai`
irr - `-------- - --
Fox
GRAPHIC SCALE =- �. - _-_� `'._� GRAPHIC SCALE
-40 Q 20 40 80 160 �� '��ti^ _ ` -40 0 20 40 60 16Q
( IN FEET } i 1 � � " { IN FEET }
1 inch = 40 ft. ` 1 inch = 40 ft.
I
880 --_ HIGH P-sTA-3+2a.a7---- -- — —_890--— — — —
HIGH PT ELEV: 869.24
PVI qTA: 3107.15
PVI gLEV89
69.80
L`�C: 75.00
i c`nn Co r �E
Q06
— U U MN_— —_— — —
i
m °° w >Z CQ
L�O00
ILLI
�I-- Lli
~ !¢- _J I Q p EXIST. [RADE
� Z� W I � .� � '- FI PROP. GRA � E
LU
LL —I
870 I - - PROP. GRADE -r - - _zlp8�I I - 880 ®� j
I – L
_ 1.00%
I
j
v �
Z EXIST. GRADEzj
Qalo I 15"
860—L- o
C:)
E Z LC( o
€ CD O GO 1 p
I < J
Z V) W
i
Cn
CN
I �
1
� I
HOR. SCALE:
840 --- — -- ---- -- - _ _ - _0 _._
_ _. _�- - _---_ 8 LJ' O W.. -3• � t ^F 40 0 20 14 40
0+00 1+ 2+00 3+100 3+68.74 0 00 1 00 1 32 i
i - �- r- N - - N �,, E m Ito l inch = 40ft:. I
CF)Cp u)� Od Nco Ca 07 ��� 00 c6�rn�O eco S I
I LO uni °° rs roo o (0 (0 co GO I r_ '� r �- �� c4 VER. SCALE:
CO Co co m 00 %) Q) W CC) Q CD 00 c7 W co I co 00 co CY7 00 co 00
I
I I 1 inc = 4f t. I
DAT E I ISSUED FOR
1114I2Cf16 Initial Subrnittal to O'tt;{ of Statesville
210:312017 Second Submittal to City of Statesville
d 014,
n_. Nlpqla
Mng Ciaa� One -Call Genter
Engineer:
rbelow.
Call before you dig.
EV
R. Joe Harris & Associates, 111c.
Engineering ® Land Surveying .Planing
Management
127 ucn Casey lhire, Suite 101, Fort Mill, S.C. 29108 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.
Corpora ie Seal
,e�►titiCA
trarrrr�oa
SEAL ~
o ti C-4168 foo
Engineers Seal
��eataaaa+rrr��
� ao�Q 900' w
ow SEAL gi
01368.36
04
1�5
r/ ,1rrrfaaaly,l���
Project Manager
Dr vin
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
PnnllPlot hate
February 03, 2017
Client
TRUE DOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin. Multi -Family
Development
Dravying Title.,
Roadway Plan And Prefile
Read 1 & Driveway 2
Project No.
Drawing No.
2382
WNG rile Name:
2382 -Roadway Plan and
RP
Profile

CONSTRUCTION
vorvEaununes, axoarvvo.xEnsns REQUIRED. o, ei.cii+EEv, rxErvc. oENaHmnEnrorranrvsaoarniiorv.
7 �O s5o[NOP a�cOoasO spoNeot�n ora EROSION
u� EROSION CONTROL PRACTICES oaao�rvorxesr[
sv[c ME�Mrsat ru u[s [rno 0cv�a5. t�E�u REQUIRED Fusr�ei�zrronEs norENi ACHIEVEDWITHIN
DETAILp REVISED
CITY OF STATESVILLE �,� t�,o
A�a�xE
PUBLIC WORKS DEPARTMENT G@I1QfdI NOYCS SCALE: 5 EtM
� N.T.S. of
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 13E GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION 1S COMPLETE,
6. ALL RIGHT-OF-WAYS. SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER.
Z. 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
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 INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO 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 OR MORE (112 ACRE WITHIN A PROTECTED WATERSHED AREA) SHALL REQUIRE A 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. 113A. -57(2)...1N ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
5. PURSUANT TO N.C.G.S. 1'13A.-57(3) ... PROVISIONS FOR A GROUND COVER SUFFICIENT TO 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 15A 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.
DETAIL REVISED
_ WATER LINE W-18 MAY 2010
#.iVat�S7RY•AGR9�tIlT[i�E i
PUBLIC �R.I�S DEPARTMENT SCALE: SHEET
P N.T.s. 1 of 1
DATE I ISSUED FOR
111412016 Initial Submittaf to City of Statesville
210312017 Second Submittal to City of Statesville
N OknaN t One -Call Center
EnginKnow whars below.
Call
eer:
More you dig.
C
1
R. J®e Harris Associates, Inc.
Engineering ®Land Surveying - Planning
Management
127 Ben C;asay M'ivt, Suite BUJ, Fart h1ili, S.C. 29708 1': [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.
€ orfsesrateSeri
fill,,,
CAR01�..
t5 S/o°° 9
SEAL �-o6-
°m
76 C-4168 i:f
o
',rrrrrrlrlllll��q �
Enginaer'S Seal
CARO"",,01
• "9� o
ow SEAL �o v
036836
17 'rrrrrrlllllla�oa
Proj.,Lt Manager
t3ravJrt
CONSTRUCTION NOTES.
CONSTRUCTION NOTES:
A. Bowersox
Department Manager
ErveineEn, THE N.C.oevnRruervrar racNsvaarnnor�.
1. ALL WORK SHALL BE COORDINATED WITH 7Hf= CITY OF STATESVILLE, THE DESIGN ENGINEER, THE NC. DEPARTMENT OF TRANSPORTATION,
P. Murphy
P. Murphy
ALL GAS, TELEPHONE, & POWER UTILITIES, AND ANY OTHERS A5 REQUIRED.
February 03, 2017
Client
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT "POLICIES AND PROCEDURES FOR
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS" MANUAL.
Larkin Multi -Family
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
Title:
General Utilities Notes
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR.
Drawing No.
2382
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK.
WNG FitL' Warne:
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION 15 COMPLETE.
2382 -Utilities
6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN R MANNER AS TO NOT ALLOW ANY STANDING WATER.
7. ANY EXCAVATED WOOD, ROCKS, AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE 8Y 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, DD 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 !N 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
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 INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL 13E NO LESS THAT �2" DIAMETER UNLESS
SNE ai�srauew ins Pa�sna�� INCLUDED �n UNIT
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UN17 PRICE BID PER
LINEAR FOOT OF PIPE.
EROSION CONTROL NOTESEOEs
EROSION CONTROL NOTES
i. �� SITES ARE SUBJECT TO rvsP[erroNF k�-
�. ALL SITES ARE SUBJECT70 INSPECTION FOR EROSION CONTROL
orz[(,rz Avrz[1v rnrvnartoitCreo nnrEasHEonaEW SFnuaEauw�nurvo
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE (112 ACRE WITHIN A PROTECTED WATERSHED AREA) SHALL REQUIRE A LAND
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT.
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES !NAND AROUND THE SITE.
4. AS PER N.C.G.S. 113A.-57(2}...lN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
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
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS
SHORTER, EXCEPT AS PROVIDED IN 15A 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 1F UNDUE SEDIMENTATION OCCURS.
DETAIL
DETAIL #
REVISED
REMISED
i
4
MAY 2010
11
i
CITY OF STATESVILLE�SCALE:
SANITARY SEWER
it
�
CONSTRUCTION
vorvEaununes, axoarvvo.xEnsns REQUIRED. o, ei.cii+EEv, rxErvc. oENaHmnEnrorranrvsaoarniiorv.
7 �O s5o[NOP a�cOoasO spoNeot�n ora EROSION
u� EROSION CONTROL PRACTICES oaao�rvorxesr[
sv[c ME�Mrsat ru u[s [rno 0cv�a5. t�E�u REQUIRED Fusr�ei�zrronEs norENi ACHIEVEDWITHIN
DETAILp REVISED
CITY OF STATESVILLE �,� t�,o
A�a�xE
PUBLIC WORKS DEPARTMENT G@I1QfdI NOYCS SCALE: 5 EtM
� N.T.S. of
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 13E GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION 1S COMPLETE,
6. ALL RIGHT-OF-WAYS. SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER.
Z. 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
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 INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO 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 OR MORE (112 ACRE WITHIN A PROTECTED WATERSHED AREA) SHALL REQUIRE A 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. 113A. -57(2)...1N ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
5. PURSUANT TO N.C.G.S. 1'13A.-57(3) ... PROVISIONS FOR A GROUND COVER SUFFICIENT TO 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 15A 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.
DETAIL REVISED
_ WATER LINE W-18 MAY 2010
#.iVat�S7RY•AGR9�tIlT[i�E i
PUBLIC �R.I�S DEPARTMENT SCALE: SHEET
P N.T.s. 1 of 1
DATE I ISSUED FOR
111412016 Initial Submittaf to City of Statesville
210312017 Second Submittal to City of Statesville
N OknaN t One -Call Center
EnginKnow whars below.
Call
eer:
More you dig.
C
1
R. J®e Harris Associates, Inc.
Engineering ®Land Surveying - Planning
Management
127 Ben C;asay M'ivt, Suite BUJ, Fart h1ili, S.C. 29708 1': [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.
€ orfsesrateSeri
fill,,,
CAR01�..
t5 S/o°° 9
SEAL �-o6-
°m
76 C-4168 i:f
o
',rrrrrrlrlllll��q �
Enginaer'S Seal
CARO"",,01
• "9� o
ow SEAL �o v
036836
17 'rrrrrrlllllla�oa
Proj.,Lt Manager
t3ravJrt
CONSTRUCTION NOTES.
CONSTRUCTION NOTES:
A. Bowersox
Department Manager
ErveineEn, THE N.C.oevnRruervrar racNsvaarnnor�.
1. ALL WORK SHALL BE COORDINATED WITH 7Hf= CITY OF STATESVILLE, THE DESIGN ENGINEER, THE NC. DEPARTMENT OF TRANSPORTATION,
P. Murphy
P. Murphy
ALL GAS, TELEPHONE, & POWER UTILITIES, AND ANY OTHERS A5 REQUIRED.
February 03, 2017
Client
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT "POLICIES AND PROCEDURES FOR
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS" MANUAL.
Larkin Multi -Family
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY NECESSARY REMOVAL AND RESETTING OF PROPERTY
Title:
General Utilities Notes
IRONS SHALL BE DONE BY A REGISTER LAND SURVEYOR.
Drawing No.
2382
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING TO PREVENT ESCAPE OF LIVESTOCK.
WNG FitL' Warne:
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION 15 COMPLETE.
2382 -Utilities
6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN R MANNER AS TO NOT ALLOW ANY STANDING WATER.
7. ANY EXCAVATED WOOD, ROCKS, AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE 8Y 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, DD 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 !N 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
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 INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL 13E NO LESS THAT �2" DIAMETER UNLESS
SNE ai�srauew ins Pa�sna�� INCLUDED �n UNIT
OTHERWISE DETERMINED BY THE DESIGN ENGINEER.. COST FOR INSTALLING THIS PIPE SHALL BE INCLUDED IN THE UN17 PRICE BID PER
LINEAR FOOT OF PIPE.
EROSION CONTROL NOTESEOEs
EROSION CONTROL NOTES
i. �� SITES ARE SUBJECT TO rvsP[erroNF k�-
�. ALL SITES ARE SUBJECT70 INSPECTION FOR EROSION CONTROL
orz[(,rz Avrz[1v rnrvnartoitCreo nnrEasHEonaEW SFnuaEauw�nurvo
2. ANY LAND DISTURBING ACTIVITIES OF 1 ACRE OR MORE (112 ACRE WITHIN A PROTECTED WATERSHED AREA) SHALL REQUIRE A LAND
DISTURBING PERMIT FROM THE IREDELL COUNTY PLANNING DEPARTMENT.
3. IT IS THE CONTRACTORS RESPONSIBILITY TO MONITOR AND MAINTAIN ALL EROSION CONTROL PRACTICES !NAND AROUND THE SITE.
4. AS PER N.C.G.S. 113A.-57(2}...lN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
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
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS
SHORTER, EXCEPT AS PROVIDED IN 15A 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 1F UNDUE SEDIMENTATION OCCURS.
DETAIL
DETAIL #
REVISED
REMISED
i
4
MAY 2010
11
i
CITY OF STATESVILLE�SCALE:
SANITARY SEWER
it
�
PUBLIC WORKS DEPARTMENT
PUBLIC �I�i°cs DEPARTMENT
General Notes
r �
tNRt.tSTkY•AGReCt#LTIJ�E' i
t
SCALE
SALE.
SHEEiA
-SHEET #
1�Am ZT
p
.�'
N.T.S.
of 1
� of �
CONSTRUCTION
vorvEaununes, axoarvvo.xEnsns REQUIRED. o, ei.cii+EEv, rxErvc. oENaHmnEnrorranrvsaoarniiorv.
7 �O s5o[NOP a�cOoasO spoNeot�n ora EROSION
u� EROSION CONTROL PRACTICES oaao�rvorxesr[
sv[c ME�Mrsat ru u[s [rno 0cv�a5. t�E�u REQUIRED Fusr�ei�zrronEs norENi ACHIEVEDWITHIN
DETAILp REVISED
CITY OF STATESVILLE �,� t�,o
A�a�xE
PUBLIC WORKS DEPARTMENT G@I1QfdI NOYCS SCALE: 5 EtM
� N.T.S. of
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 13E GRADED, SHAPED, SEEDED AND STABILIZED AFTER CONSTRUCTION 1S COMPLETE,
6. ALL RIGHT-OF-WAYS. SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING WATER.
Z. 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
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 INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO ALLOW ACCESS DURING CONSTRUCTION SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO 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 OR MORE (112 ACRE WITHIN A PROTECTED WATERSHED AREA) SHALL REQUIRE A 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. 113A. -57(2)...1N ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION.
5. PURSUANT TO N.C.G.S. 1'13A.-57(3) ... PROVISIONS FOR A GROUND COVER SUFFICIENT TO 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 15A 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.
DETAIL REVISED
_ WATER LINE W-18 MAY 2010
#.iVat�S7RY•AGR9�tIlT[i�E i
PUBLIC �R.I�S DEPARTMENT SCALE: SHEET
P N.T.s. 1 of 1
DATE I ISSUED FOR
111412016 Initial Submittaf to City of Statesville
210312017 Second Submittal to City of Statesville
N OknaN t One -Call Center
EnginKnow whars below.
Call
eer:
More you dig.
C
1
R. J®e Harris Associates, Inc.
Engineering ®Land Surveying - Planning
Management
127 Ben C;asay M'ivt, Suite BUJ, Fart h1ili, S.C. 29708 1': [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.
€ orfsesrateSeri
fill,,,
CAR01�..
t5 S/o°° 9
SEAL �-o6-
°m
76 C-4168 i:f
o
',rrrrrrlrlllll��q �
Enginaer'S Seal
CARO"",,01
• "9� o
ow SEAL �o v
036836
17 'rrrrrrlllllla�oa
Proj.,Lt Manager
t3ravJrt
A. Bowersax
A. Bowersox
Department Manager
Che, V �4ed
P. Murphy
P. Murphy
pr'Intlplot rJate
February 03, 2017
Client
TRU HOME, LLQ
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Larkin Multi -Family
elopment
DevDmwing
Title:
General Utilities Notes
project No.
Drawing No.
2382
WNG FitL' Warne:
2382 -Utilities

q
P4
0
Q
U
RIM = 847.23
INV. iN-835.85
s KIN INI Wti; Az
VICINITY MAF' - N.T.S.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FQR I PIEV
1114,2016 lnifial Submittal to City of Statesville U
2103!2017 Second Submittal to City of Statesville 1
eta irWANNO t
N_a� C"°.a tine -Call Center
Engineer:
Is.
grew whars below.
Call tom you dig.
R. Joe Farris & Associates, Inc.
Engineering ® Land Surveying ® Planning
Management
127 Ben Casey Drive, Suite 101, FDA Mill, S.C. 29708 Y: (5D3) 802-1799
nmi
This drawing shalt not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and groper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
CARO
v-� E5 SIO ° -9
.0. SEAL
SEALo
a C-4168
ASS�0% `°i
Engineer's Seal
CARO!,,,
:w
°°pQ y9°a a
_ W SEAL �o
a 036836 �iF°
�° ti
.✓°/pi a
•. KL.�
y/1 1'
Pr !act Nianagee
Drawn
A. Bowersox
A. Bowersox
Uepartment Manager
Checked
P. Murphy
P. Murphy
printiplot mate
February 08, 2017
Cflent
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P- [phone]
Project:
Larkin Multi -Family.
Development
Drawing Title:
Utilities Overall Sewer
Project No.
Drawing Nu.
2382
DWG File Name:
UP—
2382 -Utilities

25
y 2 0 l 5' SETBACK �•rte f
t4 I1CP. ,�//r y -r u't-IU �~ /-81UFFER
10' TREET YAR 3_.�- -.� --
—�` — — — — --^--=— ———— —•-- —
—
1 PROP. MH#5
rJ s STA:5+70.70
� Mr � �j•"lr`C-�� ! 2" BLOWOFF
ASS[MBLY
14 .
L r-- a' WATER SERVICE (TYP.) D
16 13 Lr369LF 8" PVC WATERMAIN (C-900)-�. >VI)
-
Qaroo� �N l (G.V. TO TIE INS). .r '
PQ rr 141LF 2" PVC WATERMAIN (200 PSI)
' 25' SET CK PROP, MH#7 1 24 17 12 (BEN[ TO BLOWOFF}
STA: 3+00.00 Cni
>� 19 ��_.
I �` � 23 20 _._- _. as
1 O :�
i� PROP. MH#1 ... _ - I 1 - 11
I
STA: 1+19.90 cn 21 3 u
+ 8° G.V. 9D I.. P 1F
S A: 3+53.58
n 1 ` 22 PROP: MH#4
1 �� SD S.S. STA: 4+ 6.54
C) --- 44L 8"IPVC WATERMAIN 0} �` / 5 LINE 1
EXIST. MIi#1 T` S M1 PROP. MH#2
RIM`- 861.32 35 5 S55Y 722.73 qC STA: 2+42.03 `�� ��� _ -
I_V: IN-) 853.22 0�� p¢� SDR A0\ ,NE. PRO #3
INV. -OU. = 853.07 1 1 r ! N STA: 3+49.12 2" 90 DEGREE BEND
STA: 0+00.00 (LINE 1)
10LF 2" PVC WATERMAIN 200 PS�-
-' (G.V. TO BEND)
TIE TO EXISTING 8" WATERMAIN
USING 8" X 8" S.S.T.V. W18" T.V. _ FFRE " G.V.30 8" G.V. W1 MJ PLUG
(AFTER SUCCESSFUL TESTING , I PROPO 5' sw OF TE ) \ --=
iYDRANT ASS BLY 15' SETBACK W12" TAP
AND CHLORINATION) ..- 1 to � � �. \,
157LF 8" PVC WATE {QM IN {Ct900) (5' NEO TEE) 5 31 PROPOSED FIRE F
€ lt(TIE I TO EE) 6 32 i HYDRANT ASSEMBLY
7 (5'N OR TEE)
}}} ! 12 8" P C -W TERMA N (C-900) " SEWER LA L
8" X 8" TEE
4 � (G. . �0 G.V.) � \ 8' BUFFER
-------------- . —, '. ) ', . -1. - ___, i� ------
EXIST. MH , 11 � / 1 � � (
RIM = 8614.05 -� �j \ PROPERTY BOUNDARY
INV. IN = 852.71
INV. OUT = 852.51 j 4 _� "" !------
I va
5' SETBACK , __-_ _- i GRAPHIC SCALE
--40 0 20 40 80 160
1 r- v
r \ ( IN FEET )
68' DUKE ROW
1 inch = 40 ft.
1
I
I I
I
EXISTING GRADE
-880 - - - --_-
LO (D
0 . .
V)
I f coTV � + 0��g
Q 0. rn lY
f
1 Cl) _ -LL U, Er-
C')
l
I o . J -
i T_ 10 r..
�
PROPO Ell GRADE o _ $�' pVC
4,15
��-
a cn [� 115. 42 LF - �� �
0
i pg GF = co
Lo
PROPOSED gg '�
LO
8" PVC O ti 0
+ r - I V. = 864.49 (y) �� an Cr > - —
}-- o°io - i 1- ao — z I
X FQ I -PROPOSED �° Z00
z
15" RCP 2.7�J �G CL CO ao > >
INV. _ $62.191 Q W 1- co Z Z
a- Z I
— --- — —86 CO
j
pz i I
zz
53��h
m— - — -- - -- — -
CQ
CO a7
L0
01)
O I
z
--.850—
co
50
— ----
�� I
i CV
I � m
OD
Z)
--- - - - — .— 845-----Z z
0+00 1+00 2+'00 3+00 4+00 5 00 5+70.71
1 l HO R. SCALE:
40 0 20 40
--
— 1 inch = 40ft.
VER. SCALE:
4 0. 2 4
1 inch = 4ft.
1 3 i
" ',.� ` *'<t• - '1 xr;Hf9 -. �... _._ �,_'. - _mom, r„ - - - ..
DATE I ISSUED FOR
11M/2016 Initial Submittal to City of Statesville
2103/2077 Second Submittal to City of Statesville
1'¢� aha
Naig &u&" Center
Engineer:
_1. t below.
Call before you
REV
0
R. J®e Harris & Associates, Inc.
Engineering ® Land surveying - Punning
Management
127 lien C:uey Lhive, Suite 1{11, L'ort Mill, S.C. 297u8 P: (803) &112-170
This drawing shad 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 p p
Crya,
0�°° S! i
o Q °
SEAL
° C-4168
. o °
''�1111aflil,ltit
Engineer's Seal
CA1RO'',,.
°
°w SEAL
036836
o� o�41
�1i7 '�Nrrlaalaa��+°°
Project Manager Uraw, Draw,ri
A. Bowersox A. Bowersox
Department i° mn?ger Checked
P. Murphy P. Murphy
Print/plot Date
February 03, 2017
Clioaat
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawing Title:
Utilities Plan And Profile
project No. Drawing No.
2382
DWG File Name:
2382 -Utilities

68' DUKE ROW
w 1 I
1 rn PROPERTY BOUNDARY
EXIST. MH
RIM = 855.98
INV. IN = 846.98 (A
INV. OUT = 846.88 ; K
10' S RE .T Y RD J
°q� J29 28 27 26 25 a. WATER SERVICE (TYP.,�
S12TBACK 1 ) 1 24 4" SEWE LATERAL (TYP.)
23
i
PROP. MH#6 i
2VPRIVATE f 1 22
STA: 0+00.00U' -SSSS Q F8, .Q'R
TIE TO EXISTING 8" WATERMAIN 58(F
USING 8" X 8" S.S.T.V. 08" T.V.
(AFTER SUCCESSFUL TESTING j \ DRIVEWAY 2 r ZiNE S PROP. MH#8
AND CHLORINATION) ( l ''��~--� — -- �` � STA: 3+53.58
I-1
9LF 8" PVC WATE RMAIN C-900) 1 PROP. MH#T-, ' .\ -x-- —44LF 8" PVC WATERMAIN (C-900)
V. TO TIE IN)
I STA: 3}00.00 (TEE TO G.V.)
( 2 3
8"GV
EXIST. MH �
RIM = 847.23
INV. IN = 835.85 r
INV. IN = 835.43
INV. OUT ` 835.38
LU
�. 68' DUKE ROW
l rr, 25' SETBACK
Polk -
uv _.. _ =� 10' STREET YARD
GRAPHIC SCALE
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__— __— ----- 830 -- - �--- ___ _ VER. SCALE:
o+oa 1- 00 2+00 3+;oa 3+-3.58 4 0 2 .4
1
1 inch - 4ft.
DATE I ISSUED FOR
1 1/412.016 Initial Submittal to City of Statesville
2/0312017 Second Submittal to City of Statesville
N.arti° CA,�L a One -Call Center
Engineer:
F•tV
-. Is.
,tnow whanbelow.
C811 More 1
0
R. Joe Harris & Associates, Inc.
Engineering - Land surveying ® Planning
Management
13713en Casep Drive, Suite W k, Cort Mill, S.C. 29708 Y: [phone]
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
`444111111111d��e
CA
w,oZ°a°Q�E5S/0
or
$m SEAL �o
7S [7(, A.74y4449� � 1
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,`"011111111d",
CAROB'
a
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036836 ,:�F° 4
o
/�•t' �' `111;114•.4° ``>
Project Manager
Dravin
A. Bowersox
A. Bowersox
Department n,tanager
Checked
P. Murphy
P. Murphy
Print/piol DWe
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Draping T'i'tle:
Utilities Plan And Prefile
Project No.
Drawing No.
2382
D1J',fG File Name -
2382 -Utilities

a
?t; 'At v �y S '.(R t a
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um +s 7 resr a u
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r
iz
;-
�'��''`/I
✓�lV y. �.eyya +,1 >{ .,^�`' l v, A i,
TIE TO EXISTING 8" WATERMAIN
USING KXB"S.S.T.V.W18"T.V.
(AFTER SUCCESSFUL TESTING
AND CHLORINATION) 10' STREET YARD - �'-�-
VICINITY MAP -N.T.S.
(CONTRACTOR TO VERIFY EXACT
LOCATION OF EXISTING STUB)
TIE TO EXISTING B" WATERMAIN
U31NO 8" X 8" S.S.T.V. Wf8" T.V.
„8„B� (AFTER SUCCESSFUL TESTING
i��-- tea ---._.—....._._,..—... "'.vim—� ��� j\V AND CHLORINATION)
(CONTRACTOR TO VERIFY EXACT
25' SETBACK S13 --"”" \ ' -0f, LOCATION OF EXISTING SrUB)
1 �� !
ff \ + -✓y 1' WAD25' SETBACKER SERVICE (TYP) - t D
4
__vim--- 3
5' P SETBACK l 1 F 52 8" C W FH TEE EF I '4OTO TIE IN)
in _ter [ 369LF 8" PVC V1E AIN (C-990 3
r\ PROPOSED FIRE
t HYDRANT ASSE MB -
f ( 1rcr A\
O
44LF 8" PVG WATERMAIN {C-990)
5}' - (TEE F 8" PVC WATERMAI (C 90--- I TO G.V. 1 I L
1➢ j \ '+ . (FH TEE TO TEE) ( ) , �l 2� \ \
8" X 8" TEE .V 28 n
i� , IG
SLF 8' P C WA rERMAIN (0-90 4 8" G.
(TEE TO G.V.) - — — / �7t / 27
8• G.V. i \ G'-
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25\
}
\ \ 1
� 7 �22 23 24 ' 'I 5' SETBACK
r
312LF 8" PVC WATERMAIN (C-900)
(FH TEE TO GV.) \ \
68.00' DUKE ROW
I' � 21 i1 Ll
/l 31 �. 20
PROPERTY BOUNDARY r �✓ ` I ; 1
1
3019I-
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• � ,� I i
0
68.00' DUKE ROW
' E V
I I� tlk
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1 15' SETBACK
' I 18 17 1 16 15 o I
. j PROPOSED FIRE -
i HYDRANTASSEMBLY
1 '30' ACC s 8 YILITY ESP T
Af
IG —
+,
5LF $" PVC WATFRMAIN (C-900} — -
(FH TEE TO .V.) D RIV Y 2 _
. 8" G.V. W! MJ PLUG W/ — 2"I13L0 0 _ - -
2" TAP
•A$SEMBL t i j
�I
tOLF 2" PVC WA'FERMAiN (200
(G.V. TO BEND)
11 ,
2" 90 DEGREE BEND
--•-------,-i I it I � ITSETBACK
12 13 14
i I
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{ 1 8' BUFFER
l
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~_ 10' STREET YARD --`- \ GRAPHIC SCALE
AMITY HILL ROAD
+ —4(} 0 20 40 80 SSO
+
( IN FEET )
1 inch = 40 ft_
DATE I IQ—SUED FOR
I
ATER SERVICE Py
11
141LF 2" PVC
111=12016 Initial Submittal to City of StGtcsville
210312.017- Second Submittal to City of Statesviiie
le
Alli"NOTH MW
Na,Y� C'E�
One -Call Center
Engineer.
^ pYr
S �� � E
NATA
se-� f
Call before you
0
1
R. Joe Harris & Associates, In
ca
Engineering ®Land Surveying ®Punning
Management
127 ISen Casey Drive, Suite 301, PnrtAlill, S.C. 2970
8 Y: (&fY.3) 503-1791
This drawing shalt not he 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
9aaaaarallrrrrrr%11111110111,
r r
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CA Roy''°�° CARO y
a
°Q�� y�° 9
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of a
SEI -1L JI_7-iL �o �
C--4168
036836 z°
rSc3CASSaae`' rrrlllrataaaa'
Project Manager Drawn
A. Bowersox A. Bowersox
Department I'Jtarlager Checked
P. Murphy P. Murphy
Print/Plot Bate
February 03, 2017
Client
TRUE HOMES, LLQ
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
.arklrl 1,.1it['FarYilly
Development
Drawing Title:
Utilities Overall Water
Project N0. Di'awt4"ig No.
2382
i3WC; File Name:
ATERMAIN (200
PSI)
(BEND TO E3L
WOFF)
111=12016 Initial Submittal to City of StGtcsville
210312.017- Second Submittal to City of Statesviiie
le
Alli"NOTH MW
Na,Y� C'E�
One -Call Center
Engineer.
^ pYr
S �� � E
NATA
se-� f
Call before you
0
1
R. Joe Harris & Associates, In
ca
Engineering ®Land Surveying ®Punning
Management
127 ISen Casey Drive, Suite 301, PnrtAlill, S.C. 2970
8 Y: (&fY.3) 503-1791
This drawing shalt not he 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
9aaaaarallrrrrrr%11111110111,
r r
�
CA Roy''°�° CARO y
a
°Q�� y�° 9
o a �°
of a
SEI -1L JI_7-iL �o �
C--4168
036836 z°
rSc3CASSaae`' rrrlllrataaaa'
Project Manager Drawn
A. Bowersox A. Bowersox
Department I'Jtarlager Checked
P. Murphy P. Murphy
Print/Plot Bate
February 03, 2017
Client
TRUE HOMES, LLQ
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
.arklrl 1,.1it['FarYilly
Development
Drawing Title:
Utilities Overall Water
Project N0. Di'awt4"ig No.
2382
i3WC; File Name:
2382 -Utilities

SAW CUT JOINTS
NEW ASPHALT 'SUPIERPAVE s
TO MATCH EXISTING PAVEMENT
THICKNESS OR 2.5" MIN. 4 2
st•i.�r..
NOTES:
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED 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. 3ACKFILL 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.
EXISTING PAVEMENT
EXISTING
STONE
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETERA24""'
LESS THAN 14"
12"
14" TO 36"
MANHOLE RING, AND COVER
4 r
W • W W W
{SEE DETAIL)
112 PIPE DIA. 213 PIPE DIA.
C€lent
CLEANOUT IS LOCATED WITHIN TRAFFIC AREAS
SECTION THIRD TROUGH
p;
P: [phone]
GROUT MANHOLE FRAME
Larkin Multi -Family
PIPE OR D.LP. 7
TO THE TOP OF MANHOLE
51 pE0
PLUG
Project No.
GRADE RINGS AS REQUIRED
2382
WYE &1/8BEND
OWG File Nanw:
�9
USE AN APPROVED BITUMINOUS
f s 117.
9.V.
!A
BASE SEALANT APPLIED TO TOP
a
OF CONE SECTION
STEPS SHALL BE PLACED
(MUST MEET APPROPRIATE ASTM STANDARDS)
AT 12" ON CENTER AND SHALL CONFORM
SURFACE TO BE MACHINED
TO NCDOT SPECIFICATIONS
4
- LBS..
FRAME -190
COVER -120
TOTAL -310
1"
�----------- 22-718" 1l2"
— USE ECCENTRIC CONE
-^----.-.... 24-112"
C �
4 ,. a 4 d ,
❑
GROUT ALL
EXTERIOR JOINTS (TYP)
GENERAL NOTES: SECTION A -A
NOTE:
TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS.
ALL JOINTS TO BE TONGUE & GROOVE 4'V!
4'
2, ALL TAPS WILL BE MADE WITH A TAPPING MACHINE
PREFORMED BUTYL RUBBER (MAST![) GASKET
3. IF LATERAL HAS LESS THAN T OF COVER IT SHALL BE DUCTILE IRON PIPE
�AEs
MEETING AASHTO M-1 U8, ASTM, C 990
SANITARY SEWER
DETAIL #
REVISED
S -B
MAY 201D
FNLWStRY-MOK ILME
PUBLIC WORKS DEPARTMENT
Sewer Stub -Out Detail
4 I.D. PRECAST MANHOLE
5HEET #
N.T.S.
TO MEET REQUIREMENTS OF
ASTM 0478, AASHTO M-199
°
1 OF 1
and Cover
q
FQUIN 1,
NOTES:
r
4 ...
1. MANHOLE DESIGN SPECIFICATIONS
:•
SHALL CONFORM TO LATEST ASTM AND
NCDOT SPECIFICATIONS FOR "PRECAST
,
REINFORCED CONCRETE MANHOLE
SECTIONS" .
" tri
2. DESIGN SHALL MEET H-20 LOADINGS.
y y `'s
USE PRECAST OPENINGS FOR ALL
3, MANHOLE RINGS EXPOSED ABOVE
° ".^`�
PIPES. FLEXIBLE CONNECTORS SHALL
GRADE SHALL BE ANCHORED TO THE
' MEET THE REQUIREMEN TS OF ASTM
GRADE RINGS AND10R EGGENTRIC
#1 $1
$^ 0923 SPECIFICATIONS. SEE PLANS FOR
\
SECTION WITH (2) 112" ANCHOR BOLTS.
$T
O�
PIP_ SIZES AND INVERT ELEVATIONS
4 CONTRACTR SHALL SUPPLY
U h1i
OCOLLARS
aq�C
CONCRETE OR FLEXIBLE
THE CHANNEL DROP THRU
RUBBER BOOTS ON ALL MANHOLE
MANHOLE IS 0.2' MIN AND 13 MAX
INFLUENT AND EFFLUENT PIPES.
SAI' y
DETAIL # REVISED
�
lte
t.
CITY OF STATESVILLE
SANITARY
SEWER
S-4 MAY2010
IN0UMY AGRKWU9E',,
PUBLIC WORKS
DEPARTMENT
4' PRECAST
MANHOLE SCALE: SHEET#
1 OF 1
SAW CUT JOINTS
NEW ASPHALT 'SUPIERPAVE s
TO MATCH EXISTING PAVEMENT
THICKNESS OR 2.5" MIN. 4 2
st•i.�r..
NOTES:
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED 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. 3ACKFILL 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.
EXISTING PAVEMENT
EXISTING
STONE
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETERA24""'
LESS THAN 14"
12"
14" TO 36"
MORE THAN 24"
24"
CITY OF STATESVILLE SANITARY SEWER
iNr�srRrA.wcusiuzL�; Trench, Bedding,
�n ��� PUBLIC WORKS DEPARTMENT
Backfill in Paved Roads
DETAIL # REVISED
S-11 MAY 2010
SCALE: SHEET #
N.T.S. -LOF 1
LOOSE BACKFILL
HEAPED UP TO
PROMOTE ..
VEGETATION " fMl
GROWTH WWw.. . .....
)T
SEE NOTE # i
SEE NOTE # 2
NOTES:
-.4
BRACE TRENCH AS REQUIRED
BY EXISTING SOIL CONDITIONS
PIPE DIAMETER 1t
LESS THAN 14"
12"
14" TO 36"
18"
MORE THAN 24"
24"
W • W W W
prirtuplot Date
CLEANOUT PROTECTOR REQUIRED IF `
C€lent
CLEANOUT IS LOCATED WITHIN TRAFFIC AREAS
2649 BREKONRIDGE CENTER DRIVE
BRASS PLUG—
I
P: [phone]
E
I w
SCH. 40 PVC
Larkin Multi -Family
PIPE OR D.LP. 7
Drawing Title:
51 pE0
PLUG
Project No.
COMBINATION
2382
WYE &1/8BEND
OWG File Nanw:
60° TYP.
UP—
f s 117.
9.V.
!A
�v1�Dr�C 3-
' "} ROMAC SADDLE TI=E VV GASKET SKIRT OR
';` h EQUIVALENT. INCLUDE STAINLESS STEEL STRAP
(MUST MEET APPROPRIATE ASTM STANDARDS)
SURFACE TO BE MACHINED
k
MINIMUM WEIGHTS
- LBS..
FRAME -190
COVER -120
TOTAL -310
1"
�----------- 22-718" 1l2"
-^----.-.... 24-112"
4-318"
33• V4"
GENERAL NOTES: SECTION A -A
NOTE:
TRUE TO PATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS.
I
1. CLEANOUT SHOULD BE LOCATED AT THE RIGHT-OF-WAY OR EASEMENT LINE.
3. ALL COVERS USED FOR SANITARY SEWER STRUCTURES SHALL.HAVE "SANITARY SEWER" CAST ON THEM.
2, ALL TAPS WILL BE MADE WITH A TAPPING MACHINE
FOR CLASS 30 GREY IRON.
3. IF LATERAL HAS LESS THAN T OF COVER IT SHALL BE DUCTILE IRON PIPE
�AEs
CITY OF STATESVILLE
SANITARY SEWER
DETAIL #
REVISED
S -B
MAY 201D
FNLWStRY-MOK ILME
PUBLIC WORKS DEPARTMENT
Sewer Stub -Out Detail
SCALE:
5HEET #
N.T.S.
COv1
1 OF 1
1 OF 1
and Cover
LOOSE BACKFILL
HEAPED UP TO
PROMOTE ..
VEGETATION " fMl
GROWTH WWw.. . .....
)T
SEE NOTE # i
SEE NOTE # 2
NOTES:
-.4
BRACE TRENCH AS REQUIRED
BY EXISTING SOIL CONDITIONS
PIPE DIAMETER 1t
LESS THAN 14"
12"
14" TO 36"
18"
MORE THAN 24"
24"
1. WHEN IN ROCK OR NON -CUSHIONING MATERIAL PLACE A BED 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 V 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.
PUBLIC WORKS DEPARTMENT
SANITARY SEWER
Trench, Bedding, &
Backfill Off Road
DE -TAIL # REVISED
S-12 MAY 2010
SCALE: SHEET#
N.T.S.. 1 OF 1
0
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DETAIL# REVISED
ll SANITARY SEWER
G CITY OF STATESVILLE 3-13 MAY 2010
I N VUS r R [ • AGAi CULL Ui
* PUBLIC WORKS DEPARTMENT SCALE: SHEET #
Utilities Ir! R�
N.T.S. _L OF 1
ATE 1 iSSUED FOR
11l4/2016 Initial Submiltai to City of Statesville
2/03/2017 Second Submittal to City of Statesville
7�tG C'na, Qne-Call Center
Engineer:
6.
Know whars below.
Call before you dig.
R. Joe Harris & Associates, Inc.
Engineering . Land Surveying ® Planning
Management
127 lien Casey Drive, Suh,e 101, FoA Mill, S.C: 29708 P: ($W) S0? -L74!1
w.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
,•� CAR
°Ol/��'�.A-
0
4y,,
LJS�0`%
ESS�p�
�
Nq ° a
° Q �
° SEAL C7 ° e = ow SAL coo
° rY1 w
o0 4168 °N 036836 azo
a°
Project !`,Manager
iBraw
A. Bowersox
TWO V DIA. HOLES SPACED
OPPOSITE OF EACH OTHER
Department Manager
Checked
P. Murphy
112" TOP OF COVER
4 -1" DIA. VIEW
prirtuplot Date
ANCHOR HOLES
C€lent
O
A A
2649 BREKONRIDGE CENTER DRIVE
SUITE 1.04, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
0 112^ BOTTOM OF COVER
Drawing Title:
VIEW
Project No.
—10"R
2382
i
OWG File Nanw:
60° TYP.
UP—
SE PLAN
23-112^
DETAIL ( 318" 3" f1°
w1 I -4-3l4" SURFACE TO BE MACHINED
I� 21-5ra^
22-616"
w _ — 25-114" 7"
23.314" — --�� 7.112"
SURFACE TO BE MACHINED
1"
MINIMUM WEIGHTS
- LBS..
FRAME -190
COVER -120
TOTAL -310
1"
�----------- 22-718" 1l2"
-^----.-.... 24-112"
4-318"
33• V4"
GENERAL NOTES: SECTION A -A
1. ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH,
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,
3. ALL COVERS USED FOR SANITARY SEWER STRUCTURES SHALL.HAVE "SANITARY SEWER" CAST ON THEM.
4. THE IRON USED FOR THESE CASTINGS SHALL CONFORM TO THE SPECIFICATIONS OF THE ASTM DESIGNATION A48
FOR CLASS 30 GREY IRON.
oKo,TAE�y
y tt�
CITY OF STATESVILLE
SANITARY SEWERS
DETAIL#
REVISED
S-9
MAY 201 {i
(*11NCJ5TRY AGRXULSI1kE
✓✓s a �`L'
PUBLIC WORKS DEPARTMENT
y� [� ppm. y'+� j']'�
E�9 Manhole
Standard manhole 1 !ame
SCALE:
SHEET #
N.T.S.
1 OF 1
and Cover
0
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DETAIL# REVISED
ll SANITARY SEWER
G CITY OF STATESVILLE 3-13 MAY 2010
I N VUS r R [ • AGAi CULL Ui
* PUBLIC WORKS DEPARTMENT SCALE: SHEET #
Utilities Ir! R�
N.T.S. _L OF 1
ATE 1 iSSUED FOR
11l4/2016 Initial Submiltai to City of Statesville
2/03/2017 Second Submittal to City of Statesville
7�tG C'na, Qne-Call Center
Engineer:
6.
Know whars below.
Call before you dig.
R. Joe Harris & Associates, Inc.
Engineering . Land Surveying ® Planning
Management
127 lien Casey Drive, Suh,e 101, FoA Mill, S.C: 29708 P: ($W) S0? -L74!1
w.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
,•� CAR
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0
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LJS�0`%
ESS�p�
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° SEAL C7 ° e = ow SAL coo
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o0 4168 °N 036836 azo
a°
Project !`,Manager
iBraw
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
prirtuplot Date
February 03, 2017
C€lent
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 1.04, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawing Title:
Utilities Sewer Details
Project No.
Drawing No.
2382
OWG File Nanw:
UP—
2382 -Utilities

14" DIAMETER 23" DIAMETER
N0.3 HEBAR �NO. 3RESAR
a
A •'Y.'•Y- a'. .N A
a-
a i p Cj r a,
^U /<
VALVE BOX TOP
NARKED WATER
PLAN
FINISH 2" .- 925" I PRECAST
�G/RAPE � / CONCRETE W
VALVE BOX
27" DIAMETER
SECTION A -A
oFyTArs�r
DETAIL # REVISED
{� CITY OF STATESVILLE WATER LINE W-3 -
f°��
pow PUBLIC WORKS DEPARTMENT Valve Box Protector SCALE: SHEET#
°ATk CP��tOv N.T.S. I OF I
k�
UNDISTURBED
SOIL (TYP.)
PLAN -BENDS
45° �
m
la" MIN: 10" DlA. OR LESS
24" AIN: 12" DIA. CR GRFATER .
SECTION X -X
BENDS & TEES
1
X
I
A I A
X
PLAIN -TEES
PIPE
90' END
45" BEND
22.112" BEND
11-1M' BEND
TEE
HYDRANTSHALL
A
B
OPEN TO THE LEFT
-
A
RAW 4"STORZ
_
B
CONNECTION
B
4"
--2'-0-w1 3'-8•h91N. -
I
I
USE VALUE BOX STABILIZER PAD WHEN
10"
7" -
PEALED IN AREAS SUBJECT TO TRAFFIC
I
VALVE BOX
c
16"
(SEE DETAIL)
s
13'
7
CONCRETE BRICKS TYPICAL MEGALUG JOINT
7"
I I
1
UNDER VALVE BOX RESTRAINT OR EQUIVALENT
14'
_
i
6" M.J. GATE 6' DIA. DUCTILE
18"
13•
VALVE IRON PIPE
10"
12"
10"
12"
16"
\-
10"
1 -
RESTRAIN EACH JOINT
rI
22"
FROM MAIN TO HYDRANT. - CONCRETE I
C.Y. #57
THRUST 8LOCKINO
I5"
WASHED STONE
-
12"
CONCRETE
28"
19"Z
THRUST BLOCKING
14"
18"
NOTES:
18"
1.
SEE CITY STANDARD .MATERIALS LIST FOR APPROVED HYDRANTS
5.25"
- 2.
OO NOT BLOCK HYDRANT DRAIN WI BLOGKING
114"
3.
ALL HYDRANTS SHALL BEYELLOW N COLOR
36"
4.
HYDRANTS SHALL BE BEHIND. SIDEWALK OR AS PER PLANS. (NO
36'
42"
HYDRANTS IN SIDEWALKS)
F-`-
5.
ALL JOINTS FROM MAIN TO FIRE HYDRANT MUST BE RESTRAINED.
1
USE MEGALUG OR EQUIVALENT JOINT RESTRAINT. CONTRACTOR
_
MAY USE THREADEORODS ASANOPTIONAL JOINT RESTRAINT.
8.1TWO
RODS MUST RUN CONTINUOUS FROM MAIN TO HYDRANT.
-
6.
GATE VALVE SHALL OPEN TO THE RIGHT.
10-114"
IVAT
ofgTnr"y ,
DETAIL # REVISED
CITY OF STATESVILLE
DETAIL#
REVISED
k
+ /� STATESVILLE
CI 1y Y OSqF l ATES ILLE
CITY
WATERLINE
W-5
MAY 2010
SCALE: SHEET#
11,18, 1 OF 1
Typical Hydrant
SCALE:
SHEET#
PUBLIC WORKS
DEPARTMENT
N.TS.
1 OF 1
Connection
Connection
14" DIAMETER 23" DIAMETER
N0.3 HEBAR �NO. 3RESAR
a
A •'Y.'•Y- a'. .N A
a-
a i p Cj r a,
^U /<
VALVE BOX TOP
NARKED WATER
PLAN
FINISH 2" .- 925" I PRECAST
�G/RAPE � / CONCRETE W
VALVE BOX
27" DIAMETER
SECTION A -A
oFyTArs�r
DETAIL # REVISED
{� CITY OF STATESVILLE WATER LINE W-3 -
f°��
pow PUBLIC WORKS DEPARTMENT Valve Box Protector SCALE: SHEET#
°ATk CP��tOv N.T.S. I OF I
k�
UNDISTURBED
SOIL (TYP.)
PLAN -BENDS
45° �
m
la" MIN: 10" DlA. OR LESS
24" AIN: 12" DIA. CR GRFATER .
SECTION X -X
BENDS & TEES
1
X
I
A I A
X
PLAIN -TEES
PIPE
90' END
45" BEND
22.112" BEND
11-1M' BEND
TEE
SIZE
A
B
A
B
A
B
A
B
A
B
4"
18"
12"
10"
13"
7"
10"
7" -
10"
12"
14'
6"
16"
12°
10"
13'
7
10"
7"
10"
12"
14'
8'
24"
18"
13•
16"
10"
12"
10"
12"
16"
18"
10"
26"
22'
15'
22"
12"
15"
12`
I5"
29"
22'
12"
32"
28"
19"Z
S"
14"
18"
14"
18"
22"
28'
5.25"
114"
18"
36"
18"
36"
36'
42"
2007 PSF SOIL (SAND & GRAVEL WITH CLAY)
NOTES
1. BASED ON 200 P51 STATIC PRESSURE PLUS AWWA WATER HNAMERAL1_O'N NCE.
2. ALL BEARING SURFACES TOBE: CARRIED TOUNDISTURBED GROUND.
3. THRUST BLOCKS TO BE USED AT ALL LINES OPERATING UNDER PRESSURE.
4. KEEP ALL PIPING JOINTS CLEAR OF CONCRETE THRUST BLOCKS.
CITY OF STATESVILLE WATERLINE
PUBLIC WORKS DEPARTMENT Thrust Blocking
DETAIL # REVISED
WA MAY 2010
SCALE: SHEET#
N.T.S. 1 OF I
USE PROTECTOR RINGS -
- IN AREAS SUB�ECTTO -
VEHICU€.ARMIFF
Ic -
(SEE DETAIL) EXISTING GRRD£
END OF PIPE
THREADEDWI STANDARD Crit
COUPLING APPROVED VALVE BOX CONCRETE BRICKS
- UNDER VALVE BOX
r LINE SIZE VARIES
„ ,,1 " ❑ SEE PLANS FOR
CONCRETE BRICKS _ ACTUAL SIZE
2" SCREW TYPE ELBOW
WITH THRUST BLOCKING
2" DIAMETER THREADED
CAM PIPING
MFCHANICALJOINT PLUG THRUST COLLAR
WITH 2" THREADED OPENING SEE STANDARD DETAIL
MEGALUG RESTRAINED
JOINT OR EQUIVALENT
NOTES:
1. TWO INCH BLOW OFF VALVES ARE FOR TEMPORARY USE ONLY, USE
A EIRE HYDRANT FOR PERMANENT BLOWOFF VALVE APPLICATIONS.
a05SATEsyiDETAIL # REVISED
CITY OF STATESVILLE WATERLINE W-9 MAYZ010
i n:tmsYexA„acu�is¢ Temporary SCALE: SKEET#
PUBLIC WORKS DEPARTMENT
2" Blow Oft Valve N.T.S. OE 4
RM
ROADWAY
i I SIDEWALK
1 T i
Mill
ii i
f TO CUSTOMER-
z {
'NASHEB 51 STONE
a°-so°TAP
OPTIONAL 3,W' ELL \
3,+4°NPEKCOPPER,
MAIN CORPORATION STOP KEEP LINE AS LEVEL
WITH MAIN AS POSSIBLE
Section View of Connection
NOTE: LID BOLT
1. METER IS 70 BE SET INSIDE OF THE RAY, I (2 REQ D} F -t-192 1-32T- --i
2. METER SHALL NOT BE LOCATED IN DRIVEWAY.- i
3. A1L PLASTIC METER 80XES SHALL HAVE HEAVY DUTY STRENGTH POLYMER 011---1
_ - "- CEMENT (PLASTIC) LIDS WITH CAST IRON VIEWING LIDS AS APPROVED BYQ 1
THE CITY OF STATESVILLE. I-- 3S �I
4. ALL SERVICE LINES SHALL COMPLY WITHAVHWAREGULATIONS C800. 4"Xfi"CASTlRONREADER -
ANGLE METER STOP DUAL CHECK VALVE
MUELLER H-14255 MUELLER H14242
OR ANY DUAL CHECK
VALVE THAT IS A.S.S.E. -
APPROVED
0
METER
3
AT
3!4" IRON YOKE BAR
aggTATR yy DETAIL # REVISED
0� _=' ft{ CITY OF STATESVILLE WATERLINE W-2 MAY 2010
A PUBLIC WORKS DEPARTMENT 3I411 11 SCALE: SHEET
o� otttioti�Y WATER SERVICE N.T.S. 1 OF I
SAW CUT JOINTS
� EXISTING PAVEMENT
4
N£WP,SPHALT"SUPERPA4E59,56" "°" "'tt .' '• '
TOMENT
THICKNESS
OR2.5"MIN.
4 .a
d
p.
SEENDTE i /�'✓ - Q,U'
NOTES:
SEENOTE02
If
I. WH EN IN ROC K OR NON -CU SH IONINGMAT EN AL PLACE A BE D Q F 4 57 STO A E AT LEAST S'TH CK BELOW
MIDP INT F IPE FO 7RENHD-PTH'SUPT0l6'.4VHENTRENCHISGREATERTWANI6DEEPPLACEAN
0 Q P R G
ADDITIONAL 1"0F CUSHIONING STONE FOR EACH Z OF DEPTH UP TO A MAXIMUM CSHIONING DEPTI 10 F 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 PROCTORDINSITY,
4. WHEN WORKING WITHIN NCDOTRIGHT -OF-WAYS IT MAY BE REQUIRED TO ADD ACNE (1) INCH ASPHALT
OVERLAY OVER ANDAROUNDTHE MTAREA.
EXISTING
STONE
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCI I AS
REQUIRED BY
EXISTING SOIL
CCNOMONS
STATESVILLE
DETAIL# REVISED
CITY STAOFF TESY�p ILL WATERLINE W1 14 MAY 2016
PUBLIC WORKS DEPARTMENT Trench, Bedding, & SCALE: SHEET*
Backfill in Paved Roads N.T.S. 1 OF ,
DATE I ISSUED FOR
1 1/4/2016 Initial Subrnitta: to City of Statesville
')jO312017 Second Submittal to City of Statesville
N#!, r1l, HNAI
ICY
1JmaI4 Cvat ,4 One -Call Center
ineer:
REV
Knowwhaf's below.
tom you dig.
0
1.
..R. Joe l"Larris &. Associates, Inc.
Engineering n Land Surveying a Planning
Management
L27 Btu Casey llritte, Suite 101, Fort Nlill, S.C. 24705 11: (W3) 8102-1799
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 Seat :ngineer'a Seal
Z o pF �5S10°°° ° 9 °<z 041 ° 9 ';
" 0 9
w Y
SEAL
°o SEAL
° c7 C-4168 0 _ a 036836 "0
L • v`
Pr€ lect Manager
EXISTING LINE
i
w w
BRACE TRENCH AS REQUIRED
BY EXISTING -SOIL CONDITIONS
W W W W W w W
G4� d
• WATER .
- • ` . • • • . ` w w "" w " w
• • • • Y • w w W �' �'
• 1��i �i� +w w w m \/\`
GROWTH _"„'_•"• •.-•,. �tJ y
1If T
pVO�'70
O O
CONCRETE ELOCKING
COMPACTED--,-�-
BACKFILL
7.5!16 "
J
PLAN VIEW
USE VALVE BOX STABILIZING PAD WHEN
DROP LID-
R [phone]
I z -
"
-------- -i-
n
LARGER THAN i
t
4 M.J. CATE VALVE
�I ,`, :' V'.' ...• .. - MEGALUG JOINT RESTRAINT
OR EQUIVALENT
X
n ,
til /\,.. �j�/\\ . �: $•' ��//%\//i/l,\ UNDISTURBED EARTH..
g"
CONCRETE BLOCKING COMPACTED EARTH
°t 6
NOTES!
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
x GAM rI
7 -3rD" I
4. Fl FFINGS ARE 10 BE COMPLETELY WRAPPECMTh PLASTIC, PRIOR TO FOURING CONCRETE.
V �
rK
63'8"
�/ 14" TO 36" 18"
E
DETAIL#
NOTES:
�Nfl
i
WHEN IN ROCK 0 NON -CUSHIONING MATERIAL PLACE A BED GF # 57 STONE AT LEAST 5" THICK BELOW
R 0
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO i6'. WHEN TRENCH IS GREATER THAN I6' DEEP PLACE AN
2.
ADDITIONAI. t" OF CUSHIONING STONE FOR EACH 2 OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
WHERE UNSUITABLE GOIL IS ENCOUNTERED, EMAVATE THE SOIL AS DIRECTED BY THE ENGINEERAND
3.
of/gTAT.6
qq �'aav
311$ w
Trench, Bedding, & SCALE: SHEET#
PUBLIC WORKS DEPARTMENT
Backfill Off Road N.T.S. -LOF 1
.J,n'LW1 TM-tkUtYu[f
PUBLIC WORKS DEPARTMENT
Tapping Sleeve
SCALE:
SHEET#
N.T.S:
1 OF 1
lf�.L4y
-
6-118�I
TOP SECTION
BOTTOM SECTION 544"
5.25"
114"
NOTES:
I. BODY CASTING TO BE TYLER MANUFACTURE N0.6855 -SERIES,
30
&V4' SHAFT, SLIP TYPE, OR APPROVED EQUAL. SCREW TYPE
-
F-`-
NOT ACCEPTED
1
2. THE BOTTOM PIECE SHALL BE BEVELED AT THE LOWER END TO
FIT AROUND THE STUFFING BOX GLAND AND SHALL REST 0.J
8.1TWO
BRICKS LNDER EACH SIDE OF THE BASE.
IT
3. FITS 4" 7HRU 12" VALVES
10-114"
ofgTnr"y ,
DETAIL # REVISED
CITY OF STATESVILLE
WATERLINE
W-7
, i !t€Y AGAkILL4fIYF �'
PUBLIC WORKS DEPARTMENT
�Tll CAg�v
Standard Valve Box
SCALE: SHEET#
11,18, 1 OF 1
DATE I ISSUED FOR
1 1/4/2016 Initial Subrnitta: to City of Statesville
')jO312017 Second Submittal to City of Statesville
N#!, r1l, HNAI
ICY
1JmaI4 Cvat ,4 One -Call Center
ineer:
REV
Knowwhaf's below.
tom you dig.
0
1.
..R. Joe l"Larris &. Associates, Inc.
Engineering n Land Surveying a Planning
Management
L27 Btu Casey llritte, Suite 101, Fort Nlill, S.C. 24705 11: (W3) 8102-1799
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 Seat :ngineer'a Seal
Z o pF �5S10°°° ° 9 °<z 041 ° 9 ';
" 0 9
w Y
SEAL
°o SEAL
° c7 C-4168 0 _ a 036836 "0
L • v`
Pr€ lect Manager
EXISTING LINE
i
w w
BRACE TRENCH AS REQUIRED
BY EXISTING -SOIL CONDITIONS
W W W W W w W
1005E BACKFILL
HEAPED UP TO
PROMOTE
VEGETATION
- • ` . • • • . ` w w "" w " w
• • • • Y • w w W �' �'
• 1��i �i� +w w w m \/\`
GROWTH _"„'_•"• •.-•,. �tJ y
1If T
11 �I I Irrrr(�rr � �r�nl � �rrr
CONCRETE ELOCKING
COMPACTED--,-�-
BACKFILL
Client
PLAN VIEW
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
R [phone]
y+AR ll� �111� ��./�/
� /
COMPACT SELECT
- BACKFILL IN 6" LIFTS
LARGER THAN i
Ti UNDER VALVE BOX
- • art
4 M.J. CATE VALVE
�I ,`, :' V'.' ...• .. - MEGALUG JOINT RESTRAINT
OR EQUIVALENT
X
n ,
til /\,.. �j�/\\ . �: $•' ��//%\//i/l,\ UNDISTURBED EARTH..
i/
CONCRETE BLOCKING COMPACTED EARTH
SECTION A A
NOTES!
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2. USE FULL BODY TAPPING SLEEVE WITI I GASKETAND MECHANICAL JOIN r OUTLET.
3. CONCRF rE. BLOCKING 13 TO BE FORMED TG ENSURE ACCESSIUUITY TO FITTINCS AND POURED AOANST UNDISTURBED EARTH.
4. Fl FFINGS ARE 10 BE COMPLETELY WRAPPECMTh PLASTIC, PRIOR TO FOURING CONCRETE.
SEE NOTE#1 { p.D PIPE UMIEM 1t
- SEE NOTE F2 / l LESS THAN 14" 12"
05TAtyL
�/ 14" TO 36" 18"
DETAIL#
NOTES:
MORE THAN 24' 24'
- 1 -
WHEN IN ROCK 0 NON -CUSHIONING MATERIAL PLACE A BED GF # 57 STONE AT LEAST 5" THICK BELOW
R 0
MIDPOINT OF PIPE FOR TRENCH DEPTH'S UP TO i6'. WHEN TRENCH IS GREATER THAN I6' DEEP PLACE AN
2.
ADDITIONAI. t" OF CUSHIONING STONE FOR EACH 2 OF DEPTH UP TO A MAXIMUM CUSHIONING DEPTH OF 12".
WHERE UNSUITABLE GOIL IS ENCOUNTERED, EMAVATE THE SOIL AS DIRECTED BY THE ENGINEERAND
3.
of/gTAT.6
BACKFILL WITH #57 STONE.
BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR DENSITY.
(+ DETAIL# REVISED
CITY OF STATESVILLE WATERLINE W-15 MAY 2010
gyp-
Trench, Bedding, & SCALE: SHEET#
PUBLIC WORKS DEPARTMENT
Backfill Off Road N.T.S. -LOF 1
.J,n'LW1 TM-tkUtYu[f
DATE I ISSUED FOR
1 1/4/2016 Initial Subrnitta: to City of Statesville
')jO312017 Second Submittal to City of Statesville
N#!, r1l, HNAI
ICY
1JmaI4 Cvat ,4 One -Call Center
ineer:
REV
Knowwhaf's below.
tom you dig.
0
1.
..R. Joe l"Larris &. Associates, Inc.
Engineering n Land Surveying a Planning
Management
L27 Btu Casey llritte, Suite 101, Fort Nlill, S.C. 24705 11: (W3) 8102-1799
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 Seat :ngineer'a Seal
Z o pF �5S10°°° ° 9 °<z 041 ° 9 ';
" 0 9
w Y
SEAL
°o SEAL
° c7 C-4168 0 _ a 036836 "0
L • v`
Pr€ lect Manager
EXISTING LINE
I`
UN URD EAitTH
DEI IINO BLOCKING
A A
al
P. Murphy
11 �I I Irrrr(�rr � �r�nl � �rrr
CONCRETE ELOCKING
February 03, 2017
Client
PLAN VIEW
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
R [phone]
UNDISTURBED EARTH
I- I -VALVE
SOX
I (SEE DETAIL)
TT
TAPPING SLEEVE l� CONCREFEBRICKS -
Ti UNDER VALVE BOX
- • art
4 M.J. CATE VALVE
�I ,`, :' V'.' ...• .. - MEGALUG JOINT RESTRAINT
OR EQUIVALENT
"C" SEE CIIART-
n ,
til /\,.. �j�/\\ . �: $•' ��//%\//i/l,\ UNDISTURBED EARTH..
CONCRFTE BRICK 6LOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A A
NOTES!
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2. USE FULL BODY TAPPING SLEEVE WITI I GASKETAND MECHANICAL JOIN r OUTLET.
3. CONCRF rE. BLOCKING 13 TO BE FORMED TG ENSURE ACCESSIUUITY TO FITTINCS AND POURED AOANST UNDISTURBED EARTH.
4. Fl FFINGS ARE 10 BE COMPLETELY WRAPPECMTh PLASTIC, PRIOR TO FOURING CONCRETE.
5, CONCRETE TO RE MINIMUM 3,900 PSI. a 26 DAYS,
05TAtyL
DETAIL#
REVISED
CITY OF STATESVILLE
WATERLINE
• U J,.--
.J,n'LW1 TM-tkUtYu[f
PUBLIC WORKS DEPARTMENT
Tapping Sleeve
SCALE:
SHEET#
N.T.S:
1 OF 1
lf�.L4y
-
DATE I ISSUED FOR
1 1/4/2016 Initial Subrnitta: to City of Statesville
')jO312017 Second Submittal to City of Statesville
N#!, r1l, HNAI
ICY
1JmaI4 Cvat ,4 One -Call Center
ineer:
REV
Knowwhaf's below.
tom you dig.
0
1.
..R. Joe l"Larris &. Associates, Inc.
Engineering n Land Surveying a Planning
Management
L27 Btu Casey llritte, Suite 101, Fort Nlill, S.C. 24705 11: (W3) 8102-1799
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 Seat :ngineer'a Seal
Z o pF �5S10°°° ° 9 °<z 041 ° 9 ';
" 0 9
w Y
SEAL
°o SEAL
° c7 C-4168 0 _ a 036836 "0
L • v`
Pr€ lect Manager
Drawn
A. Bowersox
A. Bowersox
Department Manager
iC}40cked
P. Murphy
P. Murphy
Print/Plot Date .
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
R [phone]
project:
Larkin Multi -Family
Development
Dr -awing Title:
Utilities Water Details
Project sNo.
Drawing No.
2.382
rVIG File Name:
2382 -Utilities

)CAV DA WILLIAM K & BI
QB -1.020 PG 834
PID# 47443-50-423
1 ZONING: R-8MF
68.00' DUKE ROW
PROPERTY BOUNDARY
PROPERTY BOUNDARY
51 SETBACK
j STARRE7E JAMES �,THOMA:
I ; t DP_1970 PSG 512
PID# 4743-50-7295
IJERNIGAN CHARLES M & DED173" "" ZONING: R=8MF
IDB 1397 PG 1167
Pp# 4743-50-6216
ZONING ,R=8MI= l_
PE ROBERT q & VIRGINIA C
DB 1240 PG 254 ;
PID# 4743-5Q-5149 _
ZONING.48MF
r
25' SETBACK _
f
1
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LARKIN GC(F= COURSE DEV LLC
DB 2390 PG 3
PIrA# 4742-59-6 62
ZONING: B-
1
IT
' l
l
}
E
TOLBERT MARY E
D� 2404 PG 1900
PI # 4742-59
ZONING: F
30'
rk-1 W, err
1x30' ACCESS AND UTILITY
EASEMENT
p 0
�i "10
32 , ( 0
31 \'
30
i
1
DEQ C��C�E
FOX _
1\ FOX DEN DEVELOPMENT CO LLC
DB 939 PG 640
F PID# 4743-50-8255 }5'
ZONING: R-8MF
10' STREET YARD
h
F30'
EA:
rn
1
1� i 1
22
23 24
I
15'SETBACK
I
8' BUFFER
MENT
AMITY HILL ROAD
18 17 16 15
20' PRIVATEr�
i DRIVEWAY 2
i
11
E
12
13
14
�,___.;
26
UPRIGHT STEWARTIA,
P. Murphy
27
26
t 25
O
r
4.
29
\ A
28
5'SETBACK
1 J ,
I
LARKIN GOLD CLUB LLC
DB 2337 PG 96 -
P I D#-4742-69-0844 --- .._.
ZONING: R-8MF
l
i
_ 68.00' DUKE ROW
}
I [
PLANT SYMBOL
i
COMMON NAME
�,___.;
26
10' STREET YARD
15' SETBACK
1
- EDMISTON-PHYLLIS W
DB 96E PG 493
PID# 4742-59-9620.00
ZONING: RA
8'BUFFR
i
1
VICINITY MAP - NJ3,
25'SETBACK
LEGEND
PLANT SYMBOL
# OF PLANTS
COMMON NAME
Department !!Manager
26
UPRIGHT STEWARTIA,
P. Murphy
PrintiPlot mate
SPICE BUSH
Client
99
CHINESE RE®BUD,
SUITE 104, MONROE, NC 22110
P- [phone]
CHOKEBERRY
{
Development
Draining Title:
Landscape Plan
14
D.D. BLANCHARD MAGNOLIA,
�< }:
TULIP TREE, HACKBERRY
196
ARAPAHO CRAPE MYRTLE,
STAR MAGNOLIA
NOTES: 1. RECOMMENDED SPECIES INCLUDED ARE NATIVE TO NORTH CAROLINA AND APPROVED FOR USE AS
STREET TREES.
2 SEE IREDELL COUNTY UNIFORM DEVELOPMENT ORDINANCE PLANT MATERIAL CATEGORIES FOR
ADDITIONAL, APPROVED SPECIES, SUBJECT TO APPROVAL BY OWNER.
GENERAL NOTES:
1. CONTACT THE CITY OF STATESVILLE FOR PRE -PLANT
INSPECTION PRIOR TO THE BEGINNING OF PLANTING STREET
TREES.
2. LOCATION OF TREES MAY VARY, BUT MINIMUM NUMBER OF
TREES AND SIZE SPECIFIED MUST BE INSTALLED BY BUILDER
PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. TREES WITHIN SIGHT TRIANGLES TO BE SINGLE STEM AND
LIMBED UP FROM GROUND TO A HEIGHT OF SIX FEET.
4. NO SHADE TREES TO BE PLANTED IN DUKE RIGHT-OF-WAY.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
DATE I ISSUED FOR
11!412016 Initial Submittal to City of Statesviife
2iWi2017 Second Submittal to City of SWesville
A rt a
Icy
Nmd9 CIAu=P(+•One-Cal l Center
Eni�$a�:
REV
0
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
CARO %
CAROI
tetettttulrrrrr° ettttunitlrrr°°
�o E.3S%p�°�q
0 24 �9f o �� 9l "
SEAL SEAL Vo
w C-4168 ° o.' 036836 �.
rr!!1lllltItet �i �rlrltltlttltee
Project 10.anager
Drawn
A. Bowersox
A. Bowersox
Department !!Manager
Checked
P. Murphy
P. Murphy
PrintiPlot mate
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P- [phone]
Project.
Larkin Multi -Family
Development
Draining Title:
Landscape Plan
Project No.
Drawing No.
2382
fllC rile tVarr:e:
""'
2382 -Landscape Plan

TOP
ACCEPTABLE CONDITION
.D BALL DL4METER
4L SOIL LINE
1 " MAXIMUM OF SOIL
COVERING ACCEPTABLE
IROWN
D BALL DIAMETER
EFFECTIVE BALL DIAMETER
TOP OF BALL
AS DUG
NATURAL SOIL LINE— 4 I � COVERNGABLE SOIL
ROOT CROWN
UNACCEPTABLE CONDITION
NOTE:
A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED
WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT
TREES WERE NOT PLANTED/GROWN TOO DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER
MARK GROUND LEVEL LINE ABOVE ROOT BALL. IP CITY ARBORIST
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT
CROWN, THESE TREES WILL BE REJECTED.
ROOT CROWN DEPTHS
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS)
G NERAL PLANTING NOTES
1, QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE
FURNISHED BY THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE
CAREFULLY; BUT THE LANDSCAPE ARCHITECT ASSUMES NO LIABILITY FOR
ERRORS OR OMISSIONS. HIS ESTIMATES ARE ONLY AN AID FOR CLARIFICATION
OF UNITS AND A CHECK FOR THE CONTRACTOR TO COMPARE KITH HIS OWN
ESTIMATES. DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT. NO EXTRA COMPENSATfON SHALL BE ALLOWED FOR
EXTRA QUANTITIES NECESSARY TO COMPLETE THE WORK.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF PLANT MATERIALS
ACCORDING TO THE DRAWINGS AND PLANT. SCHEDULE. CONTRACTOR SHALL
PROVIDE SPECIFIC CULTIVARS AND/OR VARIETIES AS INDICATED ON THE PLANT
SCHEDULE. ANY SUBSTITUTIONS INSTALLED WITHOUT PRIOR APPROVAL OF
LANDSCAPE ARCHITECT WILL BE REJECTED AND SHALL BE REPLACED BY THE
CONTRACTOR AT NO EXTRA COST TO THE OWNER.
3, PLANTING PLANS INDICATE DIAGRAMMATIC LOCATIONS ONLY. SITE ADJUSTMENTS
OF PLANTING DESIGN AND RELOCATION OF PLANT MATERIALS DUE TO ON SITE
CONDITIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION. PLANTS INSTALLED PRIOR TO LANDSCAPE ARCHITECTS APPROVAL
ARE SUBJECT TO RELOCATION BY THE CONTRACTOR AT NO ADDITIONAL COST TO
THE OWNER.
4. PLANTS SHALL BE SPECIMEN QUALITY AND SHILL BE SOUND, HEALTHY AND
VIGOROUS, WELL–BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANT
MATERIAL SHALL BE FIRST QUALITY STOCK AND SHALL CONFORM TO THE CODE
OF STANDARDS SET FORTH IN THE CURRENT EDITION OF THE AMERICAN
STANDARDS FOR NURSERY STOCK SPONSORED BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, INC.
5. HEIGHT AND SPREAD DIMENSION SPECIFIED REFER TO THE MAIN BODY OF THE
PLANT AND NOT FROM BRANCH TIP TO TIP. IF A RANGE OF SIZE IS GIVEN, NO
PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND NOT LESS THAN 509 OF
THE PLANTS SHALL BE AS LARGE AS THE MAXIMUM SIZE SPECIFIED.
6. SHADE TREES SHALL BE STRAIGHT UNLESS OTHERWISE SPECIFIED.
7. LEAVES MUST BE OF MEDIUM FOLIAGE, ALL GOOD LEAVES, MAXIMUM OF 109
CHLOROSIS ALLOWED, WITH NO EXTREME SUCCULENCE PLACE PLANTS UPRIGHT
AND TURNED SO THAT THE MOST ATTRACTIVE SIDE IS VIEWED.
6. ROOTS MUST BE STURDILY ESTABLISHED IN BALL THAT HAS BEEN TIGHTLY
WRAPPED AND SECURELY TIED NTTH TWINE OR WIRE, OR PINNED.
9. PLACE PLANTS UPRIGHT AND TURNED SO TIIAT THE MOST ATTRACTIVE SIDE IS
VIEWED.
10. PROVIDE 3" THICKNESS MULCH AT ALL PLANTS AND PLANTING BEDS. MULCH
SHALL BE LONGLEAF PINE STRAW UNLESS OTHERWISE SPECIFIED. PINE STRAW
SHALL BE CLEAN, FRESH, AND FREE OF STICKS, CONES, BRANCHES, OR SOIL. -
11. BACKFILL PLANTING MLYTURE SHALL BE ONE PART APPROVED PLANTING SOIL
M=D WITH ONE PART NATIVE SOIL FROM THE TREE PIT OR SHRUB BED AREA.
LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES OF PLANTING SOIL TO BE USED
TO LANDSCAPE CONTRACTOR FOR APPROVAL PRIOR TO PLANTING.
12. PLANTS SHALL BE SUBJECT TO REVIEW BY LANDSCAPE ARCHITECT AT NURSERY
OR ON SITE PRIOR TO PLANTING. LANDSCAPE ARCHITECT WILL BE THE SOLE
JUDGE OF THE QUALITY AND ACCEPTABILITY OF MATERL4LS AND PLACEMENT.
CONTRACTOR SHALL SUBMIT PHOTOS OF ALL TREES WITH BID SUBMITTAL IF
REQUESTED BY LANDSCAPE ARCHITECT OR OWNER.
13, T TIE LANDSCAPE CONTRACTOR SHALL TAKE SOIL SAMPLES FROM ALL PARTS OF
THE SITE AND SHALL HAVE THEM TESTED BY THE LOCAL COUNTY AGENT. THE
CONTRACTOR SHALL PROVIDE ONE COPY OF THE TEST RESULTS TO THE
LANDSCAPE ARCHITECT PRIOR TO ORDERING PLANT MATERIALS OR MAKING ANY
AMENDMENTS TO THE ON SITE SOIL. ANY SOIL AMENDMENTS REQUIRED AS
INDICATED BY THE SOIL TEST SHALL BE PROVIDED BY THE LANDSCAPE
CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCIITTECT OF AMENDMENTS AND OBTAIN A WRITTEN APPROVAL FOR PROPOSED
AMENDMENTS.
14. FERTILIZER SH4T,1•, BE A COMPLETE FERTILIZER, • 509 OF NITROGEN OF WHICH IS
DERIVED FROM NATURAL ORGANIC SOURCES OR UREAFORM FERTILIZER SHALL
BE DELIVERED TO THE SITE IN STANDARD SIZE UNOPENED CONTAINERS WHICH
SHOW THE WEIGHT, CHEMICAL ANALYSIS, AND MANUFACTURER. IT SHALL BE
STORED IN A DRY LOCATION UNTIL ITS USE. FERTILIZER FOR TREES, SHRUBS,
AND GROUND COVER AREAS SHALL BE A SLOW RELEASE TYPE AND SHALL BE
APPLIED AS FOLLOWS. -
TREES AND SHRUBS TREES: I LB / INCH OF CALIPER
MARCH–MAY 10-10--10 SHRUBS: Y2 LB / INCH HEIGHT
JUNE–OCTOBER 6-10-10
NOVEMBER–FEBRUARY 6-12-12
3/4" NYLON STRAP
( OPTIONAL -SEE NOTE 4) " 6" SLIP KNOT WITH STOP KNOT.
I B" LARGER THAN TREE DIAMETER
ROOT CROWN 'In ,
BE AT FINISH GRADE+ I" KEEP MULCH AWAY FROM
\ TRUNK I" TO 2"
1"a2"s18" WOOD STAKE BUTTRESS \� 4" MAXIMUM LAYER OF ?MULCH
WITH CENTERED 3/8" HOLE ROOTS
DRIVEN IN LINE WITH S
4" MAXI)$[]M HIGH WATER '
\ BERM OUTSIDE OF BACKFILL
FINISH GRADE
1mllw U
T -
NMI,'
UNDISTURBED UNDISTURBED SOII
REMOVE TYPICAL EXCESS SOIL '_ � -"� �PLANTING MD[ (A5 SPECIFIED)
FROM GROWER OVER ROOTI
SYSTEM, UP TO 1" DEPTH.j���E�i t '
REJECT' PLANTS WITH MORE Il����—
THAN 3" .
REMOVE TOP 1/3 BURLAP 8" g" ROOT BALL DIA.
AND ANY NABS/PINS, ETC. VARIES
REMOVE TOP 2/3 OF WIR
BASKET WHERE PRESENT
RAISE PIT BOTTOM TO SET BUTTRESS ROOTS -
AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK ( AMSI, 1990, PART 1, "SHADE AND FLOWERING TREES")
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIA. MIDI. ROOT BALL DEPTH
2" 12-14' 16' 24" I6"
3" 14-16' 18' 32" 21"
TREE PLANTING
(FOR SINGLE AND MULTI ---STEM TREES)
NOTES:
I. REMOVE WIRE OR NYLON TWINE FROM BALL.
2. SOAK ROOT BALL AND PLIANT PIT IMMEDIATELY AFTER INSTALLATION,
3. STAKING REQUIRED FOR LEANING TREES OR AS REQUIRED BY
CONTRACT.
15, LANDSCAPE CONTRACTOR SHALL PERFORM PERCOLATION TESTS IN ALL TREE PITS.
IF PITS DO NOT DRAIN WITHIN 30 MINUTES, CONTACT LANDSCAPE ARCHITECT
AND DO NOT PLANT THE TREE WITHOUT ON SITE INSPECTION OF DRAINAGE.
LANDSCAPE ARCHITECT MAY REQUIRE ADDITIONAL SUBSURFACE DRAIN LINES
FROM THE TREE PITS.
16. IF SURFACE DRAINAGE IS NOT SUFFICIENT (STANDING WATER) NOTIFY
LANDSCAPE ARCHITECT IN WRITING BEFORE INSTALLING THE PLANTS, OTHERWISE
CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE GUARANTEE AND
LIVABILITY OF THE. PLANTS.
17. BE FAMILIAR WITH UNDERGROUND UTILITIES BEFORE DIGGING.. THE CONTRACTOR
SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGE OF UNDERGROUND OR
OVERHEAD UTILITY LINES.
16, CERTIFICATE OF INSPECTION AS MAY BE REQUIRED BY LAW FOR
TRANSPORTATION OF PLANT MATERIALS SHALL ACCOMPANY EACH INVOICE FOR
F4C11 SHIPMENT OF PLANTS. CERTIFICATES SHALL BE FILED WITH LANDSCAPE
ARCHITECT PRIOR TO ACCEPTANCE OF MATERIAL. INSPECTION BY STATE OR
FEDERAL AUTHORITIES AT THE PLACE OF GROWTH DOES NOT PRECLUDE
REJECTION OF THE MATERIAL BY THE LANDSCAPE ARCHITECT.
19. ALL PLANT MATERIALS AND INSTALLED LANDSCAPE SUPPLIES SfL4LL BE
WARRANTED FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THIS
PROJECT.
20. CONTRACTOR'S PRICE'S SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY
TO COMPLETE THE WORK (i.e. MULCH, PLANTING, SOIL MLI, WOOD AND WIRE
STAKING MATERIAL, ETC.).
21. THE COMPLETION OF THE CONTRACT WILL BE ACCEPTED AND NOTICE OF
COMPLETION RECORDED ONLY WHEN THE ENTIRE CONTRACT IS COMPLEIE'D TO
THE SATISFACTION OF THE LANDSCAPE ARCHITECT, OWNER, AND THE OWNER'S
CONSTRUCTION REPRESENTATIVE. WITHIN TEN DAYS NOTICE BY THE
CONTRACTOR OF SUBSTANTIAL COMPLETION THE LANDSCAPE ARCHITECT WILL
INSPECT THE PROPERTY ILE WILL EITHER APPROVE THE WORK FOR THE
OWNER'S ACCEPTANCE OR WILL ISSUE A 'PUNCH LIST' OF ITEMS TO BE
COMPLETED OR CORRECTED. IF A PUNCH LIST IS ISSUED, FINAL ACCEPTANCE
WILL BE DONE AS SOON AS THE CONTRACTOR COMPLETES ALL PUNCH LIST
ITEMS.
Co
NOTES:
1. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL,
SUB–BASE AND CONSTRUCTION DEBRIS BEFORE PREPARING
SOIL AND PLANTING TREES
2. REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL WITH
PLANT MIX OR UNCOMPACT AND AMMEND TO 24" OF EXISTING
SOIL TO MEET TOPSOIL WITH PLANTING MIX STANDARDS FOR
TREES. (SEE 'DETAIL)
3. IF PLANTING STRIP IS LESS THAN 6 FT WIDE IRRIGATION
AND SUBDRAIN ARE REQUIRED.
IRRIGA'T'ION
(IF REQUIR
2'-0" CURB
AND GUTTER
STANDARD OR
COPY
EXCAVATE AT 1:1 SLOPE
SO AS NOT TO DISTURB
STREET SUBGRADE
MIN. 40 POINTS PER 100'
'A-1 ph a —.1,11 Ib
WIDTH VARIES 6'-0" MIN.
LAWN (SOD) AREA
MIN.. CALIPER 3"-•-3 1
RING
L
4d
SUBDRAIN, IF REQUIRED:
DRAIN BEHIND CURB, BOTTOM OF
DRAIN TO BE EVEN WITH BOTTOM OF
UNCOMPACTED SOIL CONNECT TO
STORM DRAINAGE SYSTEM WITH PERFORATED
4" SLOTTED, CORRUGATED DRAIN PIPE.
6' TREE PLANTING STRIP
( WITH IRRIGATION AND DRAINAGE)
(6 POINTS PER TREE)
TYPICAL BLUFFER YARD LANDSCAPE PLAN
N.T.S.
MIN. 36 POINTS PER 100'
L ORNAMENTALTREE
SHADE TREE J (6 POINTS PER TREE)
(12 POINTS PER TREE)
TYPICAL STREET YAR.DLANDSCAPE PLA
LARGE SHRUB
(3 POINTS PER SHRUB)
CONCRETE
SIDEWALK
777Ff
COMPACTED
SUBGRADE
[SATE I ISSUED FOR
13/4/2016 Initial Submittal to City of Statesville
2/0312017 Second Subringtai to City of Statesville
No (? fine -Call Center
HEV
0
1
i &11A
Know whaft below.
dill before you dig.
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 Saul
yvtiia�I111111 ooe►»Ea11011,y
CA
CARO
°�FESs/D,y �y9'`s �a o Q�pFESS/0
°
° SEAL CD. c� A P SEAL �o
C-4188 e z f 036836
�°,ZC ��Q °,°`"
� fs &ASS ve0-0 )' fl I, K r A'�mos .
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
PrintiPlot Date
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
raviirl Thile:
Landscape Details
Project Neo awillc� No.
2382
DVIG File Nouse:
2382 -Landscape Plan Lx '"
hi4 N�, �'�' rT� nij
r � 1 . t �f� � 1: :z�^s �'? �a ..
, yrXF {i�ylay
.. � '•' rht d µ
9
„att�l
10a
I #sfy
Am
al
S'S'.P1"%
L ORNAMENTALTREE
SHADE TREE J (6 POINTS PER TREE)
(12 POINTS PER TREE)
TYPICAL STREET YAR.DLANDSCAPE PLA
LARGE SHRUB
(3 POINTS PER SHRUB)
CONCRETE
SIDEWALK
777Ff
COMPACTED
SUBGRADE
[SATE I ISSUED FOR
13/4/2016 Initial Submittal to City of Statesville
2/0312017 Second Subringtai to City of Statesville
No (? fine -Call Center
HEV
0
1
i &11A
Know whaft below.
dill before you dig.
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 Saul
yvtiia�I111111 ooe►»Ea11011,y
CA
CARO
°�FESs/D,y �y9'`s �a o Q�pFESS/0
°
° SEAL CD. c� A P SEAL �o
C-4188 e z f 036836
�°,ZC ��Q °,°`"
� fs &ASS ve0-0 )' fl I, K r A'�mos .
Project Manager Drawn
A. Bowersox A. Bowersox
Department Manager Checked
P. Murphy P. Murphy
PrintiPlot Date
February 03, 2017
Client
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
raviirl Thile:
Landscape Details
Project Neo awillc� No.
2382
DVIG File Nouse:
2382 -Landscape Plan Lx '"

4
0
0
1 0' STREET YARD TRIANGULAR CHANNEL
TRIANGULAR CHANNEL SECTION FLOW 210 LF..,
SECTION FLOW 147 LF
POST -DEVELOPMENT —\— • —' `� "' ' �� \ TRIANGULAR CHANNEL
BYPASS AREA #4 (1.08 AC)— — 1 SECTION FLOW 159 LF
CN = 67.85
f , TRIANGULAR CHANNEL
SECTION FLOW 31 LF
Tc = 8.1 min
SHEET FLOW SECTION \\ ,55� 5 SHALLOW CHANNEL1 1,552 o FT
FLOW 97 LF �— SECTION FLOW 146 LF
\\ /
LOT 6
� 1552So FT
1 s .
5 SETBACK
TRIANGULAR CHANdEL
LOT 24
SECTION FLOW 30 LF \ 1552
O FTL LOT 22.. LOT 23 1552 So FT 1 1552 SO FT
1552 So FT /
TRAPEZOIDAL CHAN4EL
SECTION FLOW 77 LF \ }
TRAPEZOIDAL CHANNEL
68.00DUKE SECTION FLOW 110 LF TRAPEZOIDAL CHANNEL
/�0 1 SECTION FLOW 156 LF \O �
TRAPEZOIDAL CHANNEL LOT 32
" 1552 S T LOT 21
SECTION FLOW 99 LF` yA 1552 So FT - I I POST -DEVELOPMENT
AREA #2 (1.05 AC)
SHALLOW CHANNEL CN = 79.0
L T31
POST -DEVELOPMENT 1552 So F _ _ \ Lar 20 . I 1 SECTION FLOW 181 LF Tc - 5 min
AREA #3 (0.77 AC) / !` , 1552 SQ FT 68.00' DUKE R.O.W.
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
SHEET FLOW SECTIO
FLOW 22 LF'.,
SHEET FLOW SECTION I `,
FLOW 41 LF
I
SHALLOW CHANNEL
SECTION FLOW 42 LF I "
LOT 18
1552 SO FT
LOT
1552 So FT
LOT 16
2 SQ FT
LOT 15
1552�T
L�
1552 So FT
L......... � � TR
I _ _ APEZOIDAL CHANNEL
1 SECTION FLOW 63 LF
SHEET FLOW SECTION
FLOW 49 LF
CIRCULAR CHANNEL.. ..
SECTION FLOW 316 LF
8'BUFFER
LOT 11
LOT 12'
LOT 13
LOT 14
1552 SO FT
1552 So FT
1552 So FT
1552 SO FT
I'
- I
�, I •t
PROPERTY BOUNDARY
TRIANGULAR CHANNEL
SECTION FLOW 17 LF
POST -DEVELOPMENT
BYPASS AREA #5 (0.66 AC)
CN = 75.58
Tc=7.3min
VICINITY MAP - N.T.S.
DATE ISSUED FOR REV
11/4/2016 Initial Submittal to City of Statesville 0
2/03/2017 Second Submittal to City of Statesville 1
5/05/2017 Revised Submittal per NCDEQ Comments 2
NOBlH iCIIROLIIVi�I �
811 Knowfw�hat',siblElOw.
N,"9 0Aid:." One -Call Center Call before You dig.
Engineer:
Dra°thin
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
CAR
CA R0�°''.
ESS/p
Development
Drawing Title:
Post -Development
_mor,, SEAL Z<c;-
Z C_ e C-4168 e Z�
_ :W SEAL �e
^�' 036836 a.
Drawing No.
2382
DWG File Name:
POST DA
Project 10-3n Ager
Dra°thin
A. Bowersox
A. Bowersox
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
May 05, 2017
c tient
TRUE HOMES, LLC
2649 BREKONRIDGE CENTER DRIVE
SUITE 104, MONROE, NC 22110
P: [phone]
Project:
Larkin Multi -Family
Development
Drawing Title:
Post -Development
Conditions
Project No.
Drawing No.
2382
DWG File Name:
POST DA
2382 -Pre vs Post
i