SW3190804_2712 - Pine Forest II Partial Plans (Only Revised Sheets)_2/14/2020

,�ILI I r r
Th
Johnson
Group,
COVER COVER SHEET
SP-1 - SP-3 SITE PLAN &SITE PLAN DETAILS
EC-1 - EC-8 EROSION CONTROL PLANS
EC-13 14 EROSION CONTROL DRAANAGE AREAS
Febrmuwray GP-GP-4GRADING PLAN
GP-5 - GP-6 GRADING PLAN DETAILS
BMP-1 - BMP-4 BMP PLAN
SD-1 - 5D-3 STORM DRAINAGE PROFILE
RP-1 —RP-6 ROADWAY PLAN AND PROFILES
UP-1 - UP-6 SEWER PLANS AND PROFILES
UP-7 WATER LAYOUT
UP-8 - UP-10 WATER PROFILES
UP-11 WATER AND SEWER DETAILS
PRE PRE DEVELOPMENT DRAINAGE AREAS
PREPARED BY: POST POST DEVELOPMENT DRAINAGE AREAS
SDA STORM DRAIN AREAS
DATE
ISSUED FOR
REV
'10/05/18
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
-12116/19
Fourth Submittal to City of Statesville
41
2/12/20
Fifth Submittal to City of Statesville / NCDEQ
5
ng neer-
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►lllll►►, ®e®►►11111111111,
>QFEssio °�9 or a® �oX*ciVESSI, �'yy
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°oc> C-4168 z°° �` o 036836 = a
&ASS a /, •,,' K L
Project Manager
Drawn
D. Gates
1. Bailey
Department Manager
Chocked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn
Asbuilt Date
Client
THE J HI ON]
GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project;
Pine Forest 11
Drawing Title:
Cover Sheet
Project No.
Drwpii y No.
2712
DWG File Name:
2712 Cover

*THIS SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD HAZARD ZONE AS DEFINED ON
COMMUNITY PANEL 4742 OF THE FLOOD INSURANCE RATE MAPS FOR IREDELL COUNTY, NORTH
CAROLINA DATED 3/18/2008.
cr
SITE­�
2
Project Name: Pine Forest 11
Iredell County, North Carolina 'T JE A.
Owner: The Johnson Group, INC. Murdoc16 d
123 Walnut Street 6-Inity Hill
d
Statesville, North Carolina 28677
Developer: The Johnson Group, INC.
123 Walnut Street
Statesville, North Carolina 28677 VICINITY MAP - N.T.S.
Tax ID: - 4742589712 (JGNC 11 LLCS)
Deed Book: 2470 Deed Page: 1971
Site Acreage: 29.36 Ac (Total Acreage)
0.58 Ac (Area in NC DOT R/W)
Open Space: Required: 2.93 ± Ac (10.0%)
Provided: 11.68 Ac (39.7%)
Zoning: R-5MF
WOODLANDS NORTNLUC
OB 1W, PG 1516 Setbacks/Yards: Front 25 LF
WAGNER F ANKLIN - LUCRETIA P N"
13AUGUESS WILLIAM STEWART MELANIE- 062839, PG 346 ZONING:
47426133794
CA IEL+JQLANEA JUSTEN SWEETN COLE M PIN# 474 3876 R-8MF
DB 2313, PG 2001 DB 2549, PO 776 DB 236-2, PG 1597 ZONING: R-8MF Rear 25 LF
P
HN# 4742693213 PIN# 4742693111 PIN# 4742683939 NOR Hit U_G
ZONING: R_8MF ZONING: R-8MF ZONING: R-SMF
IDS 1664, PG 1516 de
VAROLI KENNETH A 5 LF
PIN# 47425tR636
Si
JR + STACEY A 1 ZONING: R-8MF 10 LF (Co
2470, rner)
PC 1760 PIN# 474269337 ZONING, R-8MF
QB
WOODLANDS NORTH LLC V/ GO Land Use: Existing - Field
DB 1664 PG
PIN# 47426B1R�SM59F Proposed - 70 Single Family Residential Lo
Rts
J ZONING:
1DB 2424, PG 2718 I WOODLANDS NORTH LLC
DB 1664, PG 1516 ZONING: R-8MF I PIN 47426836B9 Iy I Min. Lot Width: 50 LF
FASELBRAODENW�TRAC�L I
RICJ+REBAP ILE 1887, PG STEV�ARTI 1S11R PG 2�3 ZONING: R-SMF
74= 552 DB
OURT16 BONNIE+XENNETki Min. Lot Size: 6,000 SF
'2�, P,
I PIN# 474 L411
PIN# 47�
OB 2414,
1""I'N'�4'7 �3'W 4 P ZONING 11N# ZONING:�R`=MF
ZONING: R-8MF ZONING:
R%M`FS
OT 48-M& Lots Proposed: 70 Lots (Phase 11)
48
pSchool District: Iredell-Statesville School District
6. lo,
Fire District: Statesville Fire
�100 521 _-E L
1,229.58 LF
1> Road Lengths: Road A
ROCHESTER EDWARD C 34 P,
08 93E, , 782
PIN 4742691548 Heart Pine Lane - 1,406.70 LF
ZONING: RA 1 36 35
4o 39 38 37 BMP #200 WIELANQJOCHENKA L.SABINEA Road C - 477.30 LF
41 :2 B 2221, PG 1412
42 PIN# 4742770327
44 43 33 ZONING: RA Road D - 643.41 LF
45 32sz9119
SOIL TYPES:
A
B+ooCeb2 -Cecil sandy clay loam, 2 to 6 % slopes, moderately eroded b 4.5 15.2%
�15,3'57 911W
7�W 31 .3 Cec2 -Cecil sandy clay loam, 6 to 10 % slopes, moderately eroded b 8.2 27.9%
414.510,
•
65 • Cgc -Cecil-urban land complex, 2 to 10 % slopes b 0.7 2.5%
64
OHE �,Yll Cha -Chewacla loam, 0 to 2 % slopes, frequently flooded b/d 4.7 16.0%
53
D R
ER T RAN C Hwc -Hiwassee fine sandy loam, 6 to 10 % slopes b 2.1 7.1%
EUMIS ON PHYLLIS W DU°E PO Hwd -Hiwassee fine sandy loam, 10 to 15 % slopes b 4.6 15.6%
IDS 96E, PPC G 493 93 EXISTING
PIN 4742599620 STREAM (±.397) PcC12 -Pacolet sandy clay loam, 10 to 15 % slopes, moderately eroded b 2.3 7.8% ZONJNGi RA
AC WATER
Pce2 -Pacolet sandy clay loam, 15 to 25 % slopes, moderately eroded b 2.3 7.9%
• 1 30 22 ON SITE ��__;- C6
* 66 P -
63 30' STREAM BUFFER
23
54
29 21
52 67
62
r
TOLBERT MARY E
DB 2404, PC 19DD
PIN' 47425 ... 68
ZONING: RA
2
3
4
5
STOVER RANDALLW 11 +KATALIE
DB1177 , PG83
PIN# 474 93105
ZONING: RA
NOTES FOR AREAS WITHIN NC DOT R/W:
1. PAVEMENT WITHIN NCDOT R/W TO BE A MIN OF 3" OF S9.5C SUPER PAVE
2. EIGHT (8") INCHES OF ABC STONE TO BE UTILIZED WITHIN NCDOT RAN
3. 2'-6" CURB AND GUTTER WITHIN THE NCDOT R/W. CURB TO BE TAPERED AT ENDS.
TOLBERT CARL P + MARY E
IDS 7287, PG 2246
PIN# 474258094 ZONING: RA
BEAVER VERA FRO UTMAN
OB 1025, PC 100
PIN# 4742582253
ZONING: RA
NOTES:
1. ALL ROADS IN THIS SUBDIVISION ARE HEREBY DECLARED PUBLIC. THE MAINTENANCE
OF ALL STREETS / ROADS IN THIS SUBDIVISION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER AND IT SHALL BE THEIR RESPONSIBILITY TO BRING SUCH STREETS UP TO
THE STANDARDS OF THE CITY OF STATESVILLE BEFORE ANY STREETS ON FINAL PLATS
ARE ACCEPTED.
PROPERTY
BOUNDARY
PROP, LOCAL STUDY 1 00-YR FL_O_OD'HAZARD LINE WITH PROPOSED,ropo
EX. LOCAL STUDY 1 00-YR-FC6��AZARD LINE WITH EXISTING TOPO
MIN 50'@ SETBACK
25'REAR YARD 25'REAR YARD
SETBACK (TYP.) SETBACK (TYP.)
0
I.-
LU
Z
7
W 120'
or: <
0,
0 1.-
b By
V)
<
_U
L
30.
25'FRONTYARD 25'FRONTYARD
SETBACK (TYP.) SETBACK (TYP.)
RIGHT OF WAY
PUBLIC ROAD
LOT
SETBACKS
N.T.S
Number
Area
Number
Area
1
8068.14 Sq. Ft.
36
7200.00 Sq. Ft.
2
7200.00 Sq. Ft.
37
7200.00 Sq. Ft.
3
7200.00 Sq. Ft.
38
7200.00 Sq. Ft.
4
7200.00 Sq. Ft.
39
7200.00 Sq. Ft.
5
7598.44 Sq. Ft.
40
7200.00 Sq. Ft.
6
7200.00 Sq. Ft.
41
7200.00 Sq. Ft.
7
7200.00 Sq. Ft.
42
7200.00 Sq. Ft.
8
7200.00 Sq. Ft.
43
7200.00 Sq. Ft.
9
7200.00 Sq. Ft.
44
8042.39 Sq. Ft.
10
7200.00 Sq. Ft.
45
8312.84 Sq. Ft.
11
7800.00 Sq. Ft.
46
8558.13 Sq. Ft.
12
10083.27 Sq. Ft.
47
8051.71 Sq. Ft.
13
7151.21 Sq. Ft.
48
7613.48 Sq. Ft,.
14
6292.00 Sq. Ft.
49
7200.00 Sq. Ft.
15
7027.53 Sq. Ft.
50
12090.44 Sq.Ft.
16
8278.43 Sq. Ft.
51
12316.54 Sq. Ft.
17
7672.62 Sq. Ft.
52
9696.57 Sq. Ft.
18
7473.43 Sq. Ft.
53
6850.57 Sq. Ft.
19
7492.78 Sq. Ft.
54
6481.14 Sq. Ft.
20
7146.32 Sq. Ft.
55
7200.00 Sq. Ft.
21
12784.21 Sq. Ft.
56
7200.00 Sq. Ft.
22
12893.48 Sq. Ft.
57
7200.00 Sq. Ft.
23
13921.27 Sq. Ft.
58
7802.40 Sq. Ft.
24
11577.50 Sq. Ft.
59
7679.16 Sq. Ft.
25
12155.34 Sq. Ft.
60
7200.00 Sq. Ft.
26
7735.82 Sq. Ft.
61
7200.00 Sq. Ft.
27
7200.00 Sq. Ft.
62
7200.00 Sq. Ft.
28
7200.00 Sq. Ft.
63
6601.14 Sq. Ft.
29
7200.00 Sq. Ft.
64
6852.73 Sq. Ft.
30
6840.06 Sq. Ft.
65
6853.73 Sq. Ft.
31
8904.15 Sq. Ft.
66
6598.86 Sq. Ft.
32
8397.54 Sq. Ft.
67
7200.00 Sq. Ft.
33
7994.82 Sq. Ft.
68
7200.00 Sq. Ft.
34
7994.82 Sq. Ft.
69
7200.00 Sq. Ft.
35
9157.69 Sq. Ft.
70
7679.16 Sq. Ft.
DATE
I ISSUED FOR
REV
10/05/18 Initial Submittal to City of Statesville
0
11/16/18 Second Submittal to City of Statesville
OSYIO/19 Second Submittal to NC DUT
2
09m st/1 9
Third Submittal to City of Statesville
12/16/19 Fourth Submittal to City of Statesville
2/12/20 Fifth Submittal to City of Statesville / NCDEQ
5
Joe Harris & Associates, Inc.
Engineering - Land Surveying - Planning
Management
1186 Stonecrest Blvd., Tega Cay, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA Ro"-'-,
..........
0'
4,
am SEAL f SEAL 127"
o 0,36836 C-41 68
**o...
L
IS&A
*111;J1
I e7l."I.11
Project Manager Drawn
D. Gates C. Brown
Department Manager Chocked
P. Murphy P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn AIs uilt Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title:
Overall Site Plan
Project No. D rta vi i n g No.
2712
DWG File Name:
12712-Site Plan

a
ATE
ISSUED FOR
10/05/18
initial Submittal to City of Statesville
11/16/1$
Second Submittal to City of Statesville
05/10/19 `
Second Submittal to NC DOT
09/19/19
Third Submittal to City of Statesville
12/16/19
Fourth Submittal to City of Statesville
2/12/20
Fifth Submittal to City of Statesville / NCDEQ
ng1nea, r.
3 fi
Know what's
Call before you dig.
0
1
2
3
4
Associates, 111c.
Engineering Land Surveying Planning
Management
1186 Stonecrest Blvd., Teoa Cay, S.C. 2970E k: [phone]
www.rjc)enarris.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
�0it►1111111//® ®®111111111111°
CA 4�® CA
,�� QF ESS/p °°?q e,• ,QpF ESSJ��°
SEAL cz) = SEAL
®o o C�-4168 a a 036836 ,ao
� ° Feypyn &Svc ° �' 'r �;'`� �°�° A,
1i1i1+�`'°�,�`�
Project Manager
Drawn
D. Gates
C. Brown
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn
As°built Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677.
P: [phone]
Pro'- -1-
Pine Forest 11
Dravving Tffle-,.-
Site Plan
r t ,r ilJ. Drawing No.
2712
DING, File Natn'—
2712-Site Plan sp—

GENERAL NOTES
1) ALL REQUIRED PERMITS MUST BE OBTAINED AND A COPY MAINTAINED ON SITE PRIOR TO COMMENCING WORK. ALL REQUIRED EROSION CONTROL DEVICES
SHALL BE INSTALLED PRIOR TO THE INSTALLATION OF ANY UNDERGROUND UTILITIES OR SITE GRADING ACTIVITIES. SEE THE APPLICABLE PLAN SHEETS FOR
THE REQUIRED EROSION CONTROL REQUIREMENTS, MAINTENANCE AND STABILIZATION OF THE WORK SITE.
2) DURING CONSTRUCTION AND UNTIL TURF IS ESTABLISHED, ALL EROSION DEVICES SHALL BE MONITORED AND MAINTAINED PER THE SPECIFIED MAINTENANCE
SCHEDULE (SEE EROSION CONTROL PLAN SHEETS). ALL COMPLETED WORK AREAS THAT HAVE BEEN BROUGHT TO GRADE SHALL BE SEEDED AND MULCHED.
3) CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL APPLICABLE
UTILITIES AFFECTING THE PROJECT (ON AND OFF SITE).
4) THE CONTRACTOR SHALL CONTACT THE (NC811), NORTH CAROLINA 811, [phone], AT LEAST 72 HOURS IN ADVANCE OF THE CONSTRUCTION. INDIVIDUAL
UTILITY AGENCIES NOT PARTICIPATING IN NC811 SHALL BE CONTACTED INDEPENDENTLY BY THE CONTRACTOR.
5) UPON VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES, CONTRACTOR SHALL VERIFY THAT THERE ARE NO CONFLICTS WITH THE EXISTING
UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR EVALUATION AND REDESIGN (IF NECESSARY). THE CONTRACTOR SHALL NOT
COMMENCE WORK IN THE AREA UNTIL THE CONFLICT IS RESOLVED.
6) ALL EXCAVATION FOR THIS PROJECT SHALL BE CONSIDERED UNCLASSIFIED, UNLESS SPECIAL PROVISIONS ARE STATED IN THE CONTRACT DOCUMENTS.
7) DURING EXCAVATION, ALL FOREIGN DEBRIS AND UNSUITABLE FILL MATERIALS SHALL BE REMOVED AND -DISPOSED OF OFFSITE OR LOCATION APPROVED BY
OWNER.
8) ON -SITE BURIAL PITS, WHEN APPROVED, SHALL BE CLEARLY MARKED ON THE FIELD RECORD DRAWINGS AND A COPY OF THOSE DRAWINGS SHALL BE
PROVIDED TO THE OWNER. THE USE OF BURIAL PITS SHALL NOT BE ALLOWED FOR THIS PROJECT:
9) ALL FILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY DENSITY FOR SPECIFIED MATERIAL. "LIGHTWEIGHT" OR HIGHLY
PLASTIC SOILS SHALL NOT BE USED AS FILL UNDER ROADWAYS, BUILDINGS AND OTHER STRUCTURAL AREAS. LIGHTWEIGHT OR PLASTIC SOILS AS DEFINED BY
THE GEOTECHNICAL ENGINEER. 100% STANDARD PROCTOR OF MAXIMUM DRY DENSITY SHALL BE ATTAINED FOR DRIVEWAYS, PARKING LOTS AND BUILDINGS
(UPPER 12" OF SUBGRADE).
10) AREAS CUT TO GRADE (RESIDUAL SOILS) SHALL BE PROOFROLLED (MIN. 50,000 LBS) OR TESTED BY OTHER MEANS TO ENSURE THAT MATERIAL IS SUITABLE FOR
STRUCTURAL LOADING. PLASTIC SOILS SHALL BE UNDERCUT AND DISPOSED OF OFFSITE OR LOCATION APPROVED BY OWNER AND REPLACED WITH SUITABLE
FILL MATERIAL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER,
11) ALL FILL FOR STRUCTURAL AREAS SHALL BE PLACED IN 8"-12" LIFTS AND COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D698) AT
NEAR OPTIMUM MOISTURE CONTENT FOR UPPER 12" AS MEASURED FROM FINISHED GRADE (TOLERANCE SHALL BE +/- 2%).
12) SLOPES SHALL BE GRADED NO STEEPER THAN 2:1, UNLESS SPECIFICALLY NOTED ON THE PLANS. FOR ALL SLOPES GREATER THAN 2:1, EROSION CONTROL
MATTING WILL BE REQUIRED. ALL 2:1 SLOPES ARE RECOMMENDED TO HAVE EROSION CONTROL MATTING TO ASSIST IN STABILIZATION. SEE VEGETATIVE
MATTING DETAILS ON SHEET EC-8 FOR INSTALLATION REQUIREMENTS.
13) IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET MAY REQUIRE THE USE OF SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO NORMAL
SEEDING.
14) COMPACTION WITHIN ROAD RIGHTS -OF -WAY SHALL BE AS REQUIRED BY THE GOVERNING AGENCY. AT A MINIMUM, THE FOLLOWING STANDARDS SHALL BE MET:
A.) SUBGRADE SHALL BE COMPACTED TO 100% STANDARD PROCTOR MAXIMUM DRY DENSITY (UPPER 12").
B.) AGGREGATE BASE COURSE SHALL BE COMPACTED TO 100%MODIFIED PROCTOR MAXIMUM DENSITY.
C.) INTERMEDIATE AND SURFACE HOT MIX ASPHALT COURSES SHALL BE COMPACTED TO A MIN. OF 92% MAXIMUM SPECIFIC GRAVITY.
D.) SUBGRADE AND BASE COURSE SHALL BE PROOFROLLED (50,000 LBS MIN.).
E.) HOT MIX ASHALT TEMPERATURE AT TIME OF LAYDOWN SHALL BE WITHIN 20°F OF THE PLANT MIX. TEMPERATURE (MIN. TEMPERATURE SHALL BE NO LESS
THAN 220-230 DEGREES).
F.) VARIATIONS OF THE MINIMUM REQUIREMENTS CAN BE CONSIDERED ON A CASE -BY -CASE BASIS AND MUST BE APPROVED BY THE GEOTECHNICAL
ENGINEER.
15) THE CONSTRUCTION OF ALL STREETS AND DRAINAGE IMPROVEMENTS LOCATED WITHIN THE ROADWAY RIGHT-OF-WAY SHALL BE GOVERNED BY THE The CITY
OF STATESVILLE STANDARD SPECIFICATIONS.
16) STORM DRAINAGE SYSTEMS (PIPED OR OPEN CHANNEL) LOCATED OUTSIDE OF THE PUBLIC ROAD RIGHT-OF-WAY ARE THE MAINTENANCE RESPONSIBILITY OF
THE INDIVIDUAL PROPERTY OWNER OR HOMEOWNERS ASSOCIATION (HOA), UNLESS OTHERWISE SPECIFIED. WHEN REQUIRED, PRIVATE DRAINAGE
EASEMENTS SHALL BE APPLIED AND ANY OBSTRUCTION OR ENCROACHMENT INTO SAID EASEMENT IS PROHIBITED. HOMEOWNER OR BUILDER IS SOLELY AT
RISK FOR THE REMOVAL AND/OR DAMAGE OF HARDSCAPES, LANDSCAPING, STRUCTURES OR OTHER IMPROVEMENTS PLACED WITHIN THE EASEMENTS SHOULD
MAINTENANCE NEED TO BE PERFORMED.
17) THE BUILDER SHALL BE RESPONSIBLE FOR MEETING THE BUILDING FOUNDATION DRAINAGE REQUIREMENTS AS SPECIFIED IN THE INTERNATIONAL RESIDENTIAL
CODE (CURRENT VERSION AS ADOPTED BY GOVERNING AGENCY).
18) ENGINEER DOES NOT WARRANT THAT ANY OR ALL LOTS HAVE BEEN 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 OWNER/CONTRACTOR, AND
OTHER CONDITIONS.
21) SEDIMENT BASINS #100 AND #200 TO BE CONVERTED INTO SAND FILTER BMP PONDS AFTER FULL DRAINAGE COMING TO THE POND FROM EXISTING AND
PROPOSED PHASES HAS BEEN BUILT OUT.
"STAMP ALL STREET CATCH BASINS WITH STATEMENT: "DUMP NO WASTE, DRAINS TO WATERWAYS"
CREATE SUMPS AROUND ALL DROP INLETS AS DRAWN.
VICINITY 1 ■
BMP #200
EX. LOCAL STUDY 100-YR FLOOD HAZARD LINE WITH EXISTING TOPO
■
® BMP #100
:....... :` ..1200
-
.... I 8
u301' 826 /
834 0_ 8$$06
8 831
824 -826 L�a ; :
-80
..... :........ PROPERTY
... .... �.•- .. �••.•,....;•.:: �•,;--=�.�h.. BOUNDARY i
:.•-:'"
GREA I ER OR m2
REINFORCEMENT MATTING (SC-250 EQUAL OR GREATER)
3ED TOPO
DATE
ISSUED FOR
REV
10/05/18 Initial Submittal to City of Statesville
0
11/16/18 Second Submittal to City of Statesville
1
05/10/19 Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19 Fourth Submittal to City of Statesville
4
2/12120 Fifth Submittal to City of Statesville / NCDEO
5
R.
' � Associates,
H a
Engineering Land Surveying , Planning
Management
tt86 Stonecrest Blvd., t'ega Cay, 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
'0w11u 00//111111r1;;>1�
CA ° CA p
*6f ES
a
om SEAL > 2 °w SEAL -
®� < C-4168o° oN 036836 z
Rx
"?)I V(, A S',1s\
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title:
ver I! ra Ing an
Project No. Drawing No.
2712
DWG File Name:
2712-Grading Plan

1
k M-
REINFORCEMENTNOTE: ALL SLOPES GREATER OR EQUAL TO 31 REQUIRE TURF
` i EQUAL O.
A
`�. ' GryE.........•.
.. - ..
( IN FEET )
1 inch = 30 ft.
DATE
ISSUED FOR
FIEV
10/05/18 initial
Submittal to City of Statesville
0
11/16/18 Second Submittal to City of Statesville
.I
05/10/19 Second Submittal to NC DOT
2
09/19/19 Third Submittal to City of Statesville
3
12/16/19 Fourth Submittal to City of Statesville
4
2112/20 Fifth Submittal to City of Statesville / NCDEQ
R. +' Harris & Associates,
w,>.
Engineering . Land Surveying ® Planning
Management
1t86 Stonecrest Blvd., Tega Cay, S.C. 29708 P: [phone]
wwwrJoeharris.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
� ®`®'iaurrrrn ®e®�unurrr�,,
CA R�� o°®®®®��_\N OA ROB ®m
°Q�oFESSI,
SEAL °W� SEALo
C- o C-4168 a ° ,' 036836 „a'a
tiIPM
&
°°°°°°° e
Project Manager
Drawn
D. Gates
C. Brown
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
tAsbuilt Drawn
As� °built Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Piny Forest 11
Drawing Title.
Grading Plan 1
Project No. Drawing No.
2712
DWG File Name:
2712-Grading Plan

'g
v
a
TURF REINFORCEMENT MATTING (SC-250 EQUAL OR
GREATER) 1 inch FEES )f+
DATE I ISSUED FOR LREV
10/05/18
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19
Fourth Submittal to City of Statesville
4
2/12/20
Fifth Submittal to City of Statesville / hICDEQ
5
R. Joe 'Harris & Associates, Inc.
Engineering Land Surveying Planning
Management
t186 Stonecrest Blvd., Tega Cay, S.C.29708 P:[phone]
MWIT117,
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
0°QiN%%J1i11111
1'..
CA RoCAR"�p.fSo.o
�gs/pES/6,-d,�„9°♦i®
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C-4168 a Mtn 036836 ze
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0
°'I ° oeeoo°° \ o ✓♦ a eo° ®®
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;/S&�o,/d1 Illle``�°°� o
Project Manager Drawn
D. Gates C. Brown
Department Manager Chocked
P. Murphy P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn Asbuilt Bate
Client
THE JOHNSON GROU 3 INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest11
O rsiviiiig Title:
Grading Dian
Project No. Drawing No. —
2712
DWG File Name:
2712-Grading Plan G P—

DATE
ISSUED FOR
REV
10/05/18
Initial Submittal to City of Statesville
0
1'1/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19
Fourth Submittal to City of Statesville
2/12/20
Fifth Submittal to City of Statesville / NCDEQ
5
R.
�
Joe r Associates,
Engineering . Land Surveying • Planning
Management
1186 Stonectest Blvd., Tega Cay, S.C. 29708 P: [phone].
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's Seal
CA Rp� ��.,
%%J%%1111111111
®®®`��1 CA Rod s®,,
Q�6VE'3 ion by-•o
9z
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°�rA111n9n�®�a`,
/�9,
Project Manager
Drawn
D. Gates
C. Brown
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn
Asbuilt Gate
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Pine Forest I i
Drawing Tile:
Grading ian 3
Project No. Drawing No.
2712
DWI File Narne.
2712-Grading Plan GP-

BRE/
POIN
(TYP
ATT
ff I MCHMEONT��A-21� ATTAC H M E N T III
A-2
TYPICAL LOT GRADING PLAN TYPICAL LOT GRADINGL
PLAN PROFILE - MONO SLABSPLAN PROFILE LA
WITH TURN W LWITH TURN LA
LOT SIZE. + LOT SIZE: 1
1 of 2 2 of
TYP "A" �" AI 25' PAD DEPTH & WIDTH VARIES VARIES VARIES
,K
R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) FE
ACID TO FRONT DRAIN PATTERN SETBACK
TYPE
"A"
LOT DRAINAGE TYP "B" LOT DRAINAGE(S.B.)
. PROFILE VIEW TIE TO NATURAL GRAD
�;MAY OCCUR BEFORE o �, �o REACHING PROPERTY
w LINE
N(D ¢ N� of
4-J Lu IL< W
o.D z oZ) z SWALE IF REAR YARD REAR OF PAD TO A
MIN 6"HIGHERTHAN
0zSLOPE DRAINS TOWARD
<CO o HOUSE
�-I- W
�W h
W ~
PAD WIDTH 42 MIN
z
0
8
HIGH HIGH
POINT I- POINT
(TYP.) IL (TYP.)
LLI
R/W
HIGH SIDE LOT SWALE
PAD ELEVATION** VARIES*
M�i-
0.00' A 40/0
NOTES:
1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE PROFILE OF DITCH oN rr�FTO 2
AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT HIGH SIDE OF LOT T�M qx
TIME OF HOME CONSTRUCTION. G,q�o
*FALL AWAY FROM PAD BY SELLER.
2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS ;CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD F)
BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** PAD ELEVATION WILL VARY BASED ON
EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FOR ***COASTAL AND CHARLESTON DIVISION FRONT SETBACK AND PAD DEPTH
GRADING TRANSITION. MIN SLOPE SHALL BE 1%
Y ++ ++ LOT DRAINAGE 25' � PAD DEPTH & WIDTH VARIES VARIES VARIES n
TYPE
R/W FRONT (AS STATED IN DEVELOPMENT STANDARDS) FE
SPLIT DRAIN PATTERN SETBACK
PROFILE VIEW TIE TO NATURAL GRAD
MAY OCCUR BEFORE
REACHING PROPERTY
LINE
PROFILE OF DITCH ON
HIGH SIDE OF LOT
I 0.00, \ 2% MIN. PAD ELEVATION* VARIES
Z
\ 7
-
N
MIDDLE OF PAD TO BE PROFILE OF DITCH ON (TjFT 2
NOTES: MIN. 6" HIGHER THAN HIGH SIDE OF LOT*** OM,9
1. PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE HIGH SIDE LOT SWALE R,q�
AROUND THE HOUSE FOUNDATION PER LOCAL & STATE BUILDING CODES AT
TIME OF HOME CONSTRUCTION. *
FALL AWAY FROM PAD BY SELLER.
2. WHEN TOPOGRAPHIC CONDITIONS ARE SEVERE AND REAR YARDS CANNOT 2% - 5% SLOPE AT HIGH SIDE OF PAD
BE TIED OUT PER TYPICAL DETAILS, A REAR STEM WALL FOUNDATION, NOT TO TO BE PROVIDED ** PAD ELEVATION WILL VARY BASED ON
EXCEED 36" WITHOUT PURCHASER APPROVAL, MAY BE REQUIRED FOR ***COASTAL AND CHARLESTON DIVISION FRONT SETBACK AND PAD DEPTH
GRADING TRANSITION. MIN SLOPE SHALL BE 1%
YARD STANDARDS
48" MAX
��JE YARD SWALE
W1 (FT.)
Ioo�I
■11o�1
NONNI
ii.Awu1
L
PLAN
M--
NOTES:
�c
6„ * THIS PRECAST ENDWALL'MAY BE USED FOR THE FOLLOWING
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
838.39, 838.51, 836.57, 836.63 AND 838.69.
UI ._J�ea z
Din
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
LLJ[(�LL
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 836.
1 ®
1® 0J= 0 C-9
* USE 4000 PSI CONCRETE.
;� =: h- 2: W
03
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
LL C J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
� 5 (1) �
0 ( TO ASTM A185 WITH 2" MIN. CLEARANCE.
Z
H2 * PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
�a
OSHA STANDARD 1926.704.
, LU8
! * PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
_— — — — —Jz * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1".
8,. 8" O.C.(TYP.)
LREFER
TO CHART
FOR BAR SIZE
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
Lu
AT B" CTS.THE CONTRACTOR WILL HAVE THE OPTION
SIDE TO INCREASE THIS BAR SIZE AS NEEDED.
0
LL
LL
z2C'
EN ALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN.IMAX.
MIN./MAX.
MIN./MAX.
PIPE DIA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W-1
W2
1.0
#5 @ 8"
1.26/2.00
2.00/3.75
1.25/1.76
3.00/3.76
6.50/6.00
1.25
#5 @ B"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5 @ all
1.25/2.00
3.00/4.26
1.50/2.60
3.50/3.75
6.50/6.76
2.0
#5 @ B"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4'.25
7.50/8.25
2.5
#5 @ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.60
5.25/5.75
11.50111.75
3.5
#5 @ B"
3.2514.50
6.00/6.75
3.25/3.50
6.00/6,.75
12.00/13.25
4.0
#5 @ 8"
3.50/4.50
6.50/7.00
3,25/3.50
6.50/6.75
13.00113.25
4.5
#5 @ e"
4.00/5.00
6.50/8.50
3.25/4,00
7.00/9.25
13.501.15.75
6.0
#5 @ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.2519.25
13.75115.75
5.5
#5 @ B"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.76
6.0
#5 @ 8"
4.50/5.00
7.50/8.60
3.25/4.00
7.7519.25
14.75116.75
F�-
F-
U7
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LL
I
DATE
ISSUED FOR
REV
10/05/18
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19
Fourth Submittal to City of Statesville
4
2/12/20
Fifth Submittal to City of Statesville / NCDEQ
5
No4Caa "One -Call Center
mow whaft below.
Call beforeu {91°
Engineer
R. i" Harris & Associates,
Engineering Land Surveying ® Planning
Management
It86 Stoneerest Blvd.jega Cay, S.C.29708 P: [phone]
www.rjoeharris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Sea[
CA RDA CA Rp� %®
®mom SEAL zov^ _ gW SEAL;
o C-4168 e_ W o 036836o
tooll
ziy11111
areas®
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot mate
Februray 12, 2020
Asbuilt Drawn Asbuilt Date
Client
THE JOHNSON GROUP, INC.
323 WALNUT STREET .
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project
Pine ForestII
Grading stark 1
Project No. Drawing No.
2712
DWG File Name:
2712-Grading Plan

GENERAL NOTES: DATE ISSUED R REV
to
i17 9
®� 2. CONSTRUCT TWO SINGLE BASINS WITH DOUBLE INTERIOR WALL r ,_ FRAME, GRATE, AND HOOD FRAME, GRATE, AND HOOD AS PER '10/05/18 Initial Submittal to City of Statesville 0
°� 4311 n - rx n n u n '- _ ("" - "' +' 7" ,.. • AS PER NCDOT STANDARD 640.03 a ;` a ` 1 - - NCDOT STANDARD 840.03
NOTE: USE TYPE E F AND G GRATE ` ��`
t-i -� +r d Q 3. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. .: x , 11/16/18 Second Submittal to City of Statesville I
WC0, p UNLESS OTHERWISE NOTED. P y. ; �. y
.-j�«�- a C9 SLAB TO BE MONOLITHIC
I a•a "1I � --Iwo II Fa e L9 4. BASE SLAB SHALL BE MONOLITIC 7� �•- � ma
® -i L LL _J � REINFORCING TO BE � � x � � c �; � 2
­i a ,. 05l10/19 Second Submittal to NC DOT -
Z D C� 5. RCP PIPE SECTION D2 CONNECTING CATCH BASINS SHALL HAVE A MINIMUM DIAMETER CONTINUOUS.
it1 T SAME AS OF OUTLET PIPE D3. a1 . f= ,.Ar x V n to
rr ICJ U
� 2j4" 1 li '"`.` as4 a . ' " `T',r''pz f C , s?: s .. x17 r,.. - 2i 6. ALL REINFORCING STEEL SHOWN IS TO BE PROVIDED � pg/1g/1g Third Submittal to City of Statesville
i -0 Ci I-- � (" Z UJ AS CONTINUOUS MEMBERS. NO LAPS, USED AS A SINGLE CONTINUOUS BAR IN THE SLAB
W ( �
z - ; ® _ N cn I- LL. VJ " � `9P�� 12/16/19 Fourth Submittal to. City of Statesville s
- Z 8ECTION_ = LL SEOTIONMR
y .- ° � '' � �p �� 2/17./20 Fifth Submittal to City of Statesville / NCDEO
A A ALIGN FRAME WITH INSIDE i r' 9 J-M J-M �
CD a � EDGE OF WALL TO ALLOW � r a-p Y � Y
FOR VERTICAL ADJUSTMENT 1 n aT L�2 N
WALL SECTION .o.• „• '� IS 4
.INLET � OUTLET '
SECTION - Pe §gUL9N - NN
PLAN
PLAN 4 PLAN G
iI - 3- #4 BARS tx k
rx - ar z 3- #4 BARS a
fTi FRAPIE,GRATE, & HOOD ASS Y ev - a
I± Q 9
I UL"
-0 9
®LLJ
3r Qr+ p - f"• 8-... t$s 82
8.
-I L p s
�s O q INLET OUTLET RPN
�i Z iV M ter A ® SLOPE �� o INLET E r OUTLET 6RIG�o" aiG J '
C� N Q
LW01
SECTION AA !� €
SECTION Y-Y 15 to 24 F °° a
20
i7 �o 7n a' U) 6 M o SECTION J-J 30" TO 36" PIPEo cyFRTWITH FORMi�
z (- u3 �.CV tuna o NOTES: GR�RFT GRORp FRTgwI`
J FRAME PLAN $ECTION aloi = Wa 0� 1. MORTAR JOINTS TO BE 1/2" AND 1/8" THICK. F THG
to 2. FLOOR SLAB SHALL BE FORMED AND POURED. NOTES: RGUT
ci 3'
-O jBu 5B �pr � BRICK DOUBLE CATCH BASIN 3. STEPS SHALL BE REQUIRED FOR BOXES OVER 3'-6" DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE WITH NCOOT 1. BOXES SHALL BE DESIGNED TO WITHSTAND H-20 LOADINGS
0 SPECIFICATIONS. 2. USE TYPE "E"ORATE.
� � j ar j n � � r' at �J 4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK PERMITTED, 3. FOR BOXES 8' DEEP AND LESS USE 6" THICK WALLS AND BOTTOM SLAB, FOR BOXES GREATER THAN 8' DEEP USE -
(/� 0 _ _ `� e R itt 15 T I. I R U 3 6 PIPE 5. FOR BOXES 8'. DEEP AND LESS USE 8" THICK WALLS. FOR BOXES GREATER THAN 8' DEEP USE 12' THICK WALLS UP TO 6' FROM 8" THICK WALLS AND BOTTOM SLABS.
F•i ail• U. � TOP. USE 8" THICK WALLS FOR THE REMAINING 6'. 4. STEPS SHALL BE REQUIRED FOR BOXES OVER T-6" DEEP. STEPS SHALL BE 12" ON.CENTER AND IN ACCORDANCE
fi3` -� r rr .yy rP 6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK, EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED SMOOTH. WITH NCDOT SPECIFICATIONS.
- - r, ° -O Srr = +a n ,`L 7. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENIGEER. 5. CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER. _ -
T Srr Err 1 r
n 3r-On Srr rr ��6 n n J_ t-3 8" NOTES: gTATs DETAIL# REVISED DETAIL# REVISED
_.l.-_% � " 1. STEPS DIFFERING IN DIMENSIONS, .�.°`... .r- Ll STREET A 2 10 �4°'„. - -�� ROADWAYS ST5
1/0T CONFIGURATION, OR MATERIALS .�� CITY OF STATESVILLE ST4 M Y o s� CITY OF STATESVILLE
�L_ /� By��/ j1( rt I FROM THOSE SHOWN MAY ALSO _"-
SECTION - M4M1 r@� 1 NW61iYAGNKDtNRE WTI&Y•hGRK T RE - �/ W
2'�11n FFY,L¢¢ 4rI BE USED PROVIDED THE CQNTRACTOR PUBLIC WORKS DEPARTMENT SCALE: SHEET# SCALE: SHEET#
HAS FURNISHED DETAILS OF THE ^2 y� ("� �' PUBLIC WORKS DEPARTMENT Standard Precast '
PROPOSED STEPS AND HAS RECEIVED 1" `yam Brick Match Basin /+
SHEET 1 OF 2 R SHEET 1 OF 2 1" 1" WRITTEN APPROVAL .FROM THE f'IfOA7t.9�' - N.T.S. 1 OF 1 �' GAiy,©S'. Catch Basin - N.TS, t OF 1 1 ,
840.031
y . Q`0 HOOD ELEMION - SECTION- - ° �� s. 1" APPROPRIATE CITY/COUNTY -
° V 5/e ENGINEERING DEPARTMENT. \ 1/2 n fat
- below.
1/4" One -Call Center Call beforeUI.
2, ALL STEPS SHALL PROTRUDE T
4" FROM INSIDE FACE OF STRUCTURE : 1" DIA. HOLES TAPERED TO
I 12" I �. WALL.. STANDARD RING a COVER - 1-1/8" DIA. ON OPPOSITE SIDE
F PLAN 15/e. PLAN
/8 2 3/4' Engineer:
C1� �� 1 4' -{5/�- N SIDE VIEW
CAST IRON ,a P ag j� M SIDE VIEW 12"
•� rI IM ' I 1 3/4 L N CAST IRON
w°iZ DETAIL SHOWING TYPES OF GRATES 2'-11 +, Q� ED m ( 14 1/2" 412° COVTOP
R VI W
qo� USE ACCORDING TO CATER FLOW. S 11 n Z®M ELEVATION L ELEVATION 1 A O o O O A
/� �.
m TYPE "611 TTrc E TYPE F - A A 1 n-F I 9%gfI ts9 SECTION A -A
Z = "®Q �+f Z o°o< o0o FOOT
r �C) < 1/4" ' '/4" 10" oo< 1" 000 0 {)8 BAR Lg,1�BS r> ., 0�Q 2„ O �45 O BOTTOM OF
rf O U9 CC °oo< 8 3/4" o0o NNE E 1" COVERVIEW
-- WATER FLOW - SAO �-- WATER FLOW R-- 9% Z t-r 5 B A o �1,7RENFGRCING 12 I��RE1 y6° A
• (/,T - - - - - - - - - - - - - - - ." - - " - - - ... _ _ e _ �... i CLLI \ 7� o °000 LSiEEI _ 3� i T00p PSI GO E 08 •°'' i \ ?? �'� '718" RAD. BOTTOM _
rt L 1 ao 00 �1 \
Z IR 1l� 1,r Gl /j-�12�Z{ SIDE VIEW SEEN s I TYP.� - °
F �G PLAN R. Joe orris & Associates Inc.
TOREINFORCINGBEUSED
STEEL NOT (S
SIDE VIEW �� SE ER USED L SANITARY
,� - .r ..,... _ _ - �..� �. - .r ..- .�. _. - _.._ ._ .�'1 � H ❑ COMPOSITE 1/BIT 1/2" SEWER MANHOLES. ��',
1 1/2" 1/4- n
SECTION _� 23-8/4 Engineering ® Land Surveying - Planning
ELEVATION DETAIL Management
-11"--
-n ,) N 21/4 Ir - -1/4• REINFORCING STEEL NOT TO BE USED ; / �d 3„ -
ELEVATION 4e IN 5ANfiARY SEWER MANHOLES.. Q h / i {
Z WATER FLOW �� 5AO "°f ® WATER FLOW • �- - r 1 ii4' { 1„1" 1186 Stonecrest Blvd., Tega Cay, S.C.29708 P: [phone]
_ h SLIGHTLY BEVELED -moo L II
SECTION A®A U- f� 1
+� r DRAINAGE STRUCTURE STEPS SURFACE 12„
Z • " BE MACHINEDCn '�.�_ 20-1/2" 1-3/8"--
v TYPIE rrFr1 TYPE nEtt TYFE rtOn TYPE = E IG pRpINp�EBoX .�y,r A .. d �6 MINIMUM WEIGHT 1��I If718" ®J8/ Y1T ° °d A7,r1i/
:� NOTES: X R4" �7T
RAISED ARROW 29.II I� 1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE BR ., n ° .F °a 383LBS T� _.
lr R$ HIGH 'T---"---1 E� OF TRENCH MUST BE ALLOWED COMPACTION OF FILL ,,,.,,.,.;,� ORM 3p� SPECIFICATION
i1t
' � ® RAISED FLOW ARROW 2� ----r- - � g BEGIN TRANSITION AT MATERIAL, BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED .� � � FRT PSI CLASS 30IRON MEETING
D y� .1� UyITR GGRG ASTM A-48 21-1/2" 112"
1 ll 1CO)1 - ® AT END OF RADIUS ��'sssy
> ® 1/g HIGH "---"--••--- �� IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THEGRGUT RFTF - 23-1l2'
PIPE SHALL BE PLACED INLAYERS NOT TO EXCEED 6". NOTES:
;� C7� , ` F- ARIES UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED 1, MORTAR JOINTS TO BE 112" AND 118"THICK. 25-112 This drawing Shall not be used for construction purposes until the
�p .gy �fj n '- H TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN 2. FLOOR SLAB SHALL BE FORMED AND POURED. 34-1/2' �,
ii ,, rt v-\ � " E ':f� PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY 3. STEPS SHALL BE REQUIRED FOR BOXES OVER T-V DEEP. STEPS SHALL BE 12" ON CENTER AND IN ACCORDANCE WITH NCDOT SECTION A -A Seal and signature Of the responsible registrant appears on the
YZ ^' Z 2'-0' STANDARD Gorr o THE USE OF MECHANICAL QAMPS ONLY. EACH AND EVERY LAYER SPECIFICATIONS. - GENERAL NOTES: drawing, and proper permit forms and related fees are transmitted
> F-1 o E3 4. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK PERMITTED.
C! Z i ,,: n r-• ^� n EXPANSION JOINT o '^ OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED 5. FOR BOXES B' DEEP AND LESS USE 8" THICK WALLS. FOR BOXES GREATER THAN 8' DEEP USE 12" THICK WALLS UP TO6' FROM 1. ALL CASTINGS SHALL BE MADE OF CLEAN, EVEN GRAIN, TOUGH GREY CAST IRON. THE CASTING SHALL BE SMOOTH, by the Owner, Owner's Agent or Contractor to the Authority
sir y8rt F=i �ii. INTO. PLACE. - - TRUEETOPATTERN, AND FREE FROM PROJECTIONS, SAND HOLES, WARP, AND OTHER DEFECTS. ilaVln •UrISdICtIOn. -
TOP. USE 6'THICK WALLS FOR THE REMAINING 6'.
W u -� = -T . - p, ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSffY OF 95%. 6. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL. GROUTED AND BRUSHED SMOOTH. 2. ALL CASTINGS SHALL BE COATED WITH COAL TAR PITCH VARNISH WHILE HOT. g ).
1 9,� p 13 C� STEEL HOOD CATCH BAST = a ` = 3. ALL COVERS USED FOR STORM SEWER STRUCTURES SHALL HAVE "STORM SEWER" CAST ON THEM.
�"Z �N - - T CATCH BASINS SHOULD NOT BE PLACED IN THE RADII OF INTERSECTIONS UNLESS APPROVED BY THE ENGINEER.
H 1%2" .� Ir �8ar rs �'1/j�rrR 1� rI - o - 3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE -SHALL BE 100%. 8. DESIGNED FORH-20LOADINGS !%DYpt91'a#e sDai Er1g9YieL'i'S Seal
8 q N - 4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
z 21_11 1 "* 2r-11S/4n u- o 5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL. �o�-4r1 STREET DETAIL# REVISED tlgB�AT Spr STREET DETAIL# REVISED ®®,�`t►A11111T���� ®�
�4 EXPANSION JOINT �� ti _ CITY OF STATESVILLE ST-6 MAY2010 � _ t CITY OF STATESVILLE ST-7 CA ®® C �� jj CA
-� 1.�tf 1 y�r �at I 1'�,.jL It INouIraYA�ucuLTUU& Utkoaslxv nvtacGlTua[ ♦®♦�` oo oe000 o`/ ®,Iv/ ®\®® eO 000a00000��
2'-s STANDARD GUTTER Brick Open Throat scALE: sHEEr# Storm Serer Frame and scALE: sHEEr# ♦moo ° Essi °°°�i ®® �`�a �oFEssiQ °°!yy
1y PUBLIC WORKS DEPARTMENT /a p �o� PUBLIC WORKS DEPARTMENT �+ QN9 �� Q y ° rr ? O� Catch Basin N.T.S. 1 OF 1 ? O Cover N.T.S. 1 OF 1 ► 9�0 e
1$4 SECTION A -A /8rI it cA - - caa -
ti NOTE: SEAL cDl r o ow SEAL �<
TYPE - F SECTION A=A SHEET 2 of 2 ° z ° _
SHEET 2 OF 2 Y p 1. RADIUS AT INTERSECTION MAY VARY. - ®� a Gq C-•4168 z $ ', " : >ti 036$36 z °
TYPE PE iA OU75®E DWAEfER. i G" ° �o° ® i et9
.o e F
CATCH BASIN PLACEMENT AT INTERSECTIONmFRYryG &5v,' ro`� %,� °°"�d� �^°�°'° �♦` 9 a
��..:. �� VARIES m C311 ■t I Wall .l--% 111,1/SCt'ASSO vi _ 1121��°s°Ii9lel°9°0®®®®.
H GENERAL ,NOTES; �?Kete%
-
G �. 2' WEEP HOLES 4 ( ,
9 Z Y^� USE GLASS "B' CONCRETE iHROUGrvpUT.� �+ 4"-+- 4+-
D„�,,09 tv
PHOV[OE ALL DROP INLETS OVER 3-B" IN DEPTH, WITH STEPS 12' -
(^O?1.-{ V1 OH CENTER- USE STEPS WHICH COMPLY WITH S". ORAWINO 040.65. LLJO,HZ -
m OPTtOwi cONBIRUGTION P MarvuLLTHIC POUR 2" eYWAY: OR u4 BAR D ELS AT o'O vj T PIPE SHALL BE PLACED
f2' CENTERS AS DIRECTED BY THE ENGINEER 2
�o�n1 X I X ur ¢ ON SUITABLE MATERIAL j
z.NDAm COB FORMS FOR THE CONSIROOTION OF THE BOTTOM SLAB, F-U O ProjManagerect Drawn
=(n 0 O - I -4 IF REINS RGED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX. APO TO. SLAB
AS $NOWN ON STD. N0. 940.00. _ -_
___ _ �� �J TRENCH
1 820 prq wn
n 9 D - - I^ EESSTA DARWDTGRAYING 6025MFORHATTACHMENT OF FRAMES ANO GRATES NOT SHOWN 2 O H ¢ - 1 1 \ L- N C H DETAIL D. Gates J �qg�,,. 6 gJ''r„®I� N V 1 1
INSTALL:2" WEEPHOLES AS DIRECTED V THE ENOINEER. ':' f"> Manager CiieC"✓39eLA INSTALL' STONE OHATNS• OF A 9I4IMUM OF 1 CUBIC FOOT OF NO BM STONE IN A fl0 - Department g
ZPORUUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OH AS VIREGTEO BY 1HF ENGINEER. 0 R R R PIPES
CHAMFER ,ALL EXPOSED CORNERS 1'. FOR STORM M DRAIN OAI N
Y`J DRAWING .NOT TO SCALE.. -
PLAN P. Murphy P. Murphy
WITH GRATE & FRAME REMOVED NOTES•.
Print/Plot Date
i. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
Bemrc gorlNG(INctDEMmL)' TO BE DESIGNED BY THE ENGINEER.
m = _ _. Februray 12, 2020
z //�'�Tap ELEVAxIgN o F'• 2. REFER TO THE DENR STORM WATER DESIGN MANUAL FOR
Z 810
axG Aeeq':1G Fw 11 - � :r to J RIPRAP APRON DESIGN STANDARDS... PROPOSED S.EGM NTED.. Asbuilt Drawn A6built Date
d4 BAR K;Z y 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND IAROUNDTHE END : : ETAININ WALL
N A s T: ~ H OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
- ;-�i B q ° a q �APPROX 214 SF
N tx 2:1 AND A HEIGHT NOT LESS THAN TWO .THIRDS THE PIPE DIAMETER OR
PLAN-� MFFFEff Hrr6 ' Client
= Al Dz o_®o CULVERT HEIGHT. -- -
C:,p z I I Q 4.. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON THE SHOY1lN FRO BASE O WALL
w I I SURFACE OF THE RECEIVING CHANNEL THE AREA TO BE PAVED OR RIPRAPPED
�(0 o - `"^^`; I "--" z LU i SHALL BE UNDERCUT SO THAT. THE INVERT OF THE APRON SHALL BE AT THE _ _ AT RADE T TOP O WALL: PROPOSED GRA E
•� r: H H SAME GRADE (FLUSH) WI
THE SURFACE OF THE RECEIVING CHANNEL THE -
a �r DOWEL m'LU. APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. UNDE GROUN COMPO ENTS THE 1�'$L� (`1 GROUP, INC.
m'Z H n SEE NOTE DO11EL(SEE NOTE) MAX. PIPE THIS SIDE _' c N 00 _-NOT-S`�OW -. -- l• eJ 0 H 0 C
z m 4„1 >- 5. THE WIDTH OF THE END OF THE APRON .SHALL BE EQUAL TO THE BOTTOM I� [[��
m G) SECTION X-X SECTION Y-Y' ® WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 �i= DESIGN BY HERS STREET
o -DIMENSIONS nnD,auANnnEs FOR DROP IriLelcBaseD ON relN: HEIGHT, t11 z V 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 959 OR GREATER. 323 WALNUT .aJT
.DIMENSIONS OF BOX :d P:PE CUBIC YARDS DEDUCTIONS FOR r^
PIPE SPAN' rvmrn. MAN, HEIGHT conc, Iry'Sox ONE PIPE 7. THE PLACING OF FILL, -EITHER LOOSE OR COMPACTED. IN THE RECEIVING z _ - _ _ __ _ - STATESVILLE, NORTH CAROLINA 28677
D A e H eoTrgM WALL PEP c.M. H D•: CHANNEL SHALL NOT BE ALLOWED. g B B
'SLAB FT. Hi , q \ (�(� c(� Q
12' :a. -Ill z' q' z• D 0.222 D.zzz. awsgz-.o.otG q.gzE 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON o P. (7®4/. 9,96-5978
re z' -a o.s4B : q.oza q.ga6,' SHOULD BE CONSTRUCTED IF POSSIBLE.
Y0' 2S O.70S: :0 033 '. 0:045 -
.4 3-q 0.814 0.069 0.005 sHEEr. t of 1 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC _ _
sHEEr i OF i I W
ao' s'-a rq' 3' 6' D.zza D,aa2 o.azs q.gsa o.tzr WILL BE NECESSARY UNDER RIP RAP
840.14 $4®.14 r-- -- - 790 - -' - EXISTING GRADE
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL -
MUST BE STABILIZED. NATURAL GRADE W Project
I D REINFORCED CONCRETE PIPE -
NOTE: FOR ALL UNSPECIFIED PIPE OUTLETS, A MIN 6'x6' RIPRAP
_� WALL FLARED END SECTIONS "SPLASH" PAD SHALL BE INSTALLED AT ALL STORM �I I� -
��' NOT TO SCALE DISCHARGES. 12" MIN. DEPTH OF CLASS I RIP RAP H Forest
WITH FABRIC. - Pine
11
780
NOTE: LAYER OF FILTER FABRIC
E
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B - -
OUTLET L W DEPTH STONE SIZE --
Flared End Section J100 20.00' 23.00' 3240'min. 0.60'
Drawing Title:
Flared End Section #200 11.00, 15.00' 24.30" min. 0.45' 770
I WALL Basin Dtschar a 1100 20.00' 23.00' 32.40" min. 0.60' !/''�� p� �j +/�' ,/fie `}•�' yy�ya g�pye ��yg r�ryyGrading Details
�°'�) '�°
Basin Discharge 2OO 14.00' 16.00' 24.30" min. a 45' 0 „$., 0 0 0+ i 0 0+ 2 0 0+ 0 1 a +4 0+ 0 0 T 6 0+ 6 9 3 1 Y... t i l s
WALL - �9
DIA. +1 -- - - - - GRAPHIC SCALE
DIA. DIA. 0 5 10 20
I LS) CiJ 00 00 CO 1q_ rl - 0 I` - I LO ® ® 0 c °�i CD {� J
WALL s : �; z / '^ o 0) ® 0) (y) LC � ) (D � � ( (Ci °
RIP -RAP APRON AT PIPE OUTLETS 0 M 0 w 0 � w M 00) C) 0 l inch = �o �t.
1--TONGUE OR GROOVE WALL --I E L-"--WALL � I' h^ r P""- l`"- P � %< I
TONG -�E- - _ L.•
DIA. WALL OR �'JEIGHT A B C D E DIA. -i-1(I-
GROOVE
15" 2 1/4" 2" 970 _6" 27" 46° 73 30" 16"
_ - Project No, Drawing ,No.
18" 2 1/2" 2 1/2" 1340 9" 27"1 46" 73' 36" 19"
24" 3" 2 1 /Z" 1820 9 1/2" 43 1/2" 30" 73 1/2" 48" 25"
2712
30" 3 1/2" --3 2400 12" 54" 19 3/4" 73 3/4" 60" 31"
36 4" 31/2" 5500 15" 63" 34 3/4" 9- 3/4" Z2" 37" NOTE: RETAINING WALL TO BE MAINTAINED BY HOMEOWNERS ASSOCIATION DWOFIIeNarr�e:
42" 1/2" 103 1/2
4 1/2" 4" 6300 21 1/2 67" 41 " 76" 43"
2712-Grading Plan

I,
�8,M I
::0 d0'
1J �
70. 3
:0.6o'
'A
.I,
/ .://
.....
'•p.::::::.........:::...
v:.
DATE ISSUED FOR RED;
77 10105/18 Initial Submittal to City of Statesville 0
I V16118 Second Submittal to City of Statesville 1.
05/10/19 Second Submittal to NC DOT 2
J
09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville 4
2/12/20 Fifth Submittal to City of Statesville / NCDEO
SITE
r Amity Hill R
VICINITY MAP W N.T.S.
I
••I�
i... I
BMP SAND FILTER #200 (PERM)
TOP OF BERM = 796.00
p-„ EM. SPILLWAY = 795.00
\ PRINCIPAL WEIR = 794.00
BOTTOM OF BASIN = 788.00
r ' (SEE BMP-3)
\ \
BMP #200
MAINTENANCE
EASEMENT
''. •�" d `! EX. 100-YR FLOODPLAIN
PROP. 100-YR FLOODPLAIN
EXISTING STREAM
l I i ':.'• 30' STREAM BUFFER
:i TOP OF BANK
10
a
rr:/
.• .... ::'::::::
ILBMP SAND FILTER #100 (PERM)
... / TOP OF BERM = 798.00
EM. SPILLWAY = 797.00
BMP#100 PRINCIPAL WEIR = 796.00
MAINTENANCE
EASEMENT BOTTOM OF BASIN = 790.00
(SEE BMP-2)
GRAPHIC SCALE
--60 0 30 60 120 240
(.. IN FEET )
1 inch = " 60 ft.
® r— ow what's 11616W.
N-9 e4"&,,.t One -Call Center Callbeforeyoudig.
R. Joe Harris & Associates, h1c.
Engineering - Land Surveying - Planning
Management
1186 Stoneerest Blvd., Tega Cay, 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.
Oot,p gate Seal Engineer's Seal
®,�Illllllll/tltltl � Itltltltl
11111
*' N CAR CAR o
dooe0000` O�jO®� ®,O�*`�� ov000>o°oo`', e®®<j
4 0�
mm .SEAL m tW SEAL Zo r
o C-4168 o a n 036836
Project Manager
Drawn
D. Gates
C. Br6wn
Department Manager
Checked
P. Murphy
P. Murphy
P'3 nt/'lot Date �e
Februray 12, 2020
fvr�juilt Drawn —_
Asbullt Date .
{ flierli
THE JOHNSONI GROUP, INC,
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project: _
Pine Forest 11
Dr�avlljn j THF,.:
Overall BMP Plan
project No.
Drawing Flo.
2712
DTIG File Name:
—
2712-BMP Plan

MAINTENANCE ACCESS -
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING \
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE \ .,
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT, IN
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER' OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER
7 (BMP MAINTENANCE) AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL.
MAINTENANCE REQUIREMENTS FOR ALL BMPs -
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE '''•\' .
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
EASEMENT.
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE \ a�
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH \ t
THE TERMS OF THE COVENANT. A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A \
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE. \
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE. \
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION BMP SAND FILTER #1 OOP
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY TOP OF BERM = 798.00 o,
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION \ 0�.
EMERGENCY SPILLWAY
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO = 797.00,
ENSURE PROPER FUNCTIONING OF THE BMP. WEIR ® 796.00..) \
BOTTOM OF BASIN 790.01
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 ±2,276 SF SAND
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 FILTER AREA
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION.
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY \ �,
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:.. \
- CONSTRUCTION PHASE: DEVELOPER/BUILDER \ :" : • '
- PROJECT ACCEPTANCE: BUILDER
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER
BMP MAINTAINARICE.
- WARRANTEE PHASE: PROPERTY OWNER
....'... � :•. '-..... ,�' ...-•"'..•.:..::�:
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION EASEMENT \ I
nd ilt r.
i t nce and Schedule
TASKS
SCHEDULE
Inspect banks and surrounding drainage areas
for erosion and stabilize if necessary.
Monthly
Street sweep parking lot
Quarterly
Trash removed
Monthly
Inspect outlets for obstructions
Monthly
Inspect for clogging
Monthly
Inspect inlet grates
Monthly
Skim sand media
Yearly
Pump oil and grit from sedimentation chamber
Yearly or at 50% full
Street sweep parking lot
As needed (expect 3 years)
Grass Sand Filter OnlyJill
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 root,
Only during the first 2 years
Aerate and dethatch basin floor
Every 2 years
SAND FILTER SUMMARY TABLE
PEAK CONTROL
STORM EVENT
POST -DEVELOPMENT
RUNOFF
POST -ROUTING
RUNOFF
ELEVATION.
-FOP OF DAM
82.83 CFS
36.83 CFS
798.00
100YR - 24HR
797.07
50YR -24HR
71.56 CFS
15.62 CFS
796.63
1 OYR - 24HR
47.79 CFS
1.684 CFS
795.66
2YR - 24HR
26.30 CFS
1.002 CFS
793.60
BMP
PROVIDED
ELEVATION
WQv
17,628 CF
792.43
SAND FILTER
2,276 SF
790.00
•
a.
6" PERFORATED `
DRAIN PIPE
2'X2' I.D. PRECAST STRUCTURE \ `'
WEIR=796.00 \
\%N,
DETENTION BASIN BARREL :. \ \
65 LF 24" RCP 2.31 %
NV. IN: 788.50 �,'' ..• ��
INV. OUT: 787.00
RIP RAP APRON \`:.`'•.
LENGTH=20 FT
WIDTH=22 FT
DEPTH=37.8" r
( IN FEET )
1 inch = 20 ft.
VARIES
1 N.
TOP OF EMBANKMENT "A" 798,00'
EMERGENCY SPILLWAY "B" 797.00' - - - - - - _ 100-YR - 24HR ELEV. == 797.07'
--- -- TOP OF RISER-"C" 50-YR - 24HR ELEV. = 796.63' -- - -
6'
12YR - 24HR ELEV. = 795 66'
OQ N PERMANENT TURF REINFORCEMENT
w MATTING. SC250 OR EQUIVALENT Q�
0 FOREBAY TOP OF EMBANKMENT 794•.00' FOREBAY O
N - -- 2_YR _24HR ELEV. = 793.60' -_
WQv ELEV. = 792.43' -p�O 0, - - - - -- ORM���ER
TRASH RACK MANUFACTURED BY
PLASTIC SOLUTIONS INC. 877-877-5727
(OR APPROVED EQUAL) Cl FA Ql IT2.50'
- -- - -.o "G" HDPE UNDERDRAIN �
6" (1) ORIFICE INVER
ELEV=792.50 - PERFORATED 18" HDPE
RIP -RAP APRON 1.00' STANDPIPE.
BOTTOM OF POND: 1.50'
790.00 PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
`- SAND TO BE CLEAN, WASHED, COARSE MASONRY,
0.50' ASTM C33 OR EQUIVALENT, WITH AVERAGE
ORIFICE _ D
F " PARTICLE DIAMETER < 2mm.
77777
6" DRAIN PIPE (PERFORATED DOUBLE 788.50'
WALL HDPE)(CONSTRUCTED @0.00%
1> SLOPE) SCARIFY BOTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT)
_ill
POND
'aA"
"B" C"
"D,o
F o
"G"
ELEV.
ELEV. ELEV.
SIZE
INV.
SIZE
SLOPE
INV. U/S
INV. D/S
SIZE
SLOPE
t"100
798.00
797.00 796.00
6.00"
788.50 :
24" RCP
1.97%
788.50
787.00
12"
0.00%
7-1
L'VwI
- �- ---�-- .... - -._-.a •� - �� •-,,�-.:� -Sri,........:,. ---� --I ...
1
DATE
I ISSUED FOR
I RED'
10/05/18 Initial
Submittal to City of Statesville
0
11/16/18 Second Submittal to City of Statesville
1
05/10/19 ' Second Submittal to NC DOT
2
09/19/19 Third Submittal to City of Statesville
3
•12/16/19 Fourth Submittal to City of Statesville
4
2/12/20 Fifth Submittal to City of Statesville / NCDEQ
5
K. Joe Harris Associates,
Engineering • Land Surveying ® Planning
Management
1.186 Stonecrest Blvd., Tega Cay, 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 Ro
;® -p °° F ESS/p
<s
SEAL ° W SEAL "
C-4168 d N 036836 ) o
opt°,LFF Sva�'�°°
& ASSQ a L . Mv�ee®e
Ze
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuitt Drawn AsbuiltDate
t;11=3rYi
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project.
Pine Forest 11
Drawing Title:
Bead Filter #100
Project No. Drawing No,
2712
DWG File Name:
2712-BMP Plan
At

MAINTENANCE ACCESS -
ADEQUATE ACCESS MUST BE PROVIDED INTO ALL BMP AREAS FOR INSPECTION, MAINTENANCE, AND LANDSCAPING
UPKEEP. A 20-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT FROM A PUBLIC RIGHT-OF-WAY MUST BE
PROVIDED FOR ALL BMPS. THE CLEARED ACCESS AREA WITHIN THIS EASEMENT MUST HAVE A MINIMUM STABILIZED
WIDTH OF 12 FEET, MAXIMUM LONGITUDINAL GRADE OF 15 PERCENT, AND MAXIMUM CROSS SLOPE OF 5 PERCENT. IN
ADDITION, A 10-FOOT WIDE PERMANENT MAINTENANCE ACCESS EASEMENT MUST BE PROVIDED AROUND THE PERIMETER
OF ALL BMPS TO ALLOW FOR ADEQUATE MAINTENANCE AND REPAIR. FOR FURTHER INFORMATION REFERENCE CHAPTER
7 (BMP MAINTENANCE) AND CHAPTER 11, SECTION 4 (SAND FILTER) OF THE NCDEQ STORMWATER BMP MANUAL.
MAINTENANCE REQUIREMENTS FOR ALL BMPs -
BMPS SHALL BE MAINTAINED BY THE OWNER OF THE SUBJECT PROPERTY. THE FOLLOWING REQUIREMENTS SHALL BE
MET FOR ALL BMPS THAT HAVE BEEN CONSTRUCTED ON PRIVATELY -OWNED PROPERTY AND NOT WITHIN A PUBLIC
EASEMENT.
MAINTENANCE COVENANTS. PRIOR TO PLAN APPROVAL AND ISSUANCE OF A STORM WATER MANAGEMENT PERMIT, THE
APPLICANT OR OWNER OF THE BMP SHALL ESTABLISH A FORMAL MAINTENANCE COVENANT APPROVED BY THE CITY OF
STATESVILLE AND RECORDED IN THE OFFICE OF THE REGISTER OF DEEDS IN WHICH THE OWNER ACKNOWLEDGES THE
DUTY OF THE OWNER AND ALL SUBSEQUENT OWNERS OF THE PROPERTY TO MAINTAIN THE BMP IN ACCORDANCE WITH
THE TERMS OF THE COVENANT. A MAINTENANCE PLAN AND SCHEDULE SHALL BE INCLUDED AS PART OF THE COVENANT
AS WELL AS A MECHANISM FOR FUNDING MAINTENANCE AND REPAIRS. THIS MAINTENANCE COVENANT SHALL ALSO
SPECIFY THE HOMEOWNERS ASSOCIATION OR OTHER PARTY RESPONSIBLE FOR MAINTENANCE OF THE BMP. A
HOMEOWNERS ASSOCIATION OR SIMILAR LEGAL ENTITY HAS THE POWER TO COMPEL CONTRIBUTIONS FROM RESIDENTS
OF A DEVELOPMENT TO COVER THEIR PROPORTIONATE SHARES OF THE COSTS ASSOCIATED WITH BMP MAINTENANCE.
EXAMPLES OF A TYPICAL MAINTENANCE COVENANT, MAINTENANCE PLAN AND INSPECTION CHECKLIST ARE PROVIDED IN
THE ADMINISTRATIVE MANUAL FOR IMPLEMENTATION OF THE POST -CONSTRUCTION STORM WATER ORDINANCE.
1. REQUIREMENTS FOR THE MAINTENANCE COVENANTS. BMPS SHALL BE INSPECTED AT A MINIMUM OF ANNUALLY BY
A QUALIFIED PROFESSIONAL AS DESCRIBED IN THE MAINTENANCE COVENANT. THE PURPOSE OF THIS INSPECTION
IS TO IDENTIFY MAINTENANCE AND REPAIR NEEDS TO ENSURE THE LONG-TERM FUNCTIONALITY OF THE BMP. ANY
IDENTIFIED MAINTENANCE AND/OR REPAIR NEEDS SHALL BE ADDRESSED IN A TIMELY MANNER. THE INSPECTION
AND MAINTENANCE REQUIREMENT MAY BE INCREASED AS DEEMED NECESSARY BY THE CITY OF STATESVILLE TO
ENSURE PROPER FUNCTIONING OF THE BMP.
2. RECORDS OF INSTALLATION AND MAINTENANCE ACTIVITIES. PARTIES RESPONSIBLE FOR THE INSPECTION,
OPERATION, AND MAINTENANCE OF A BMP SHALL MAINTAIN RECORDS OF THE INSTALLATION OF ALL THE
MAINTENANCE AND REPAIRS AND SHALL RETAIN THE RECORDS FOR THE LIFE OF THE BMP. AFTER INSPECTIONS
AND MAINTENANCE HAVE BEEN PERFORMED, A COPY OF THE INSPECTION CHECKLIST SHALL BE FORWARDED BY
THE OWNER TO THE CITY OF STATESVILLE WITHIN TWO WEEKS OF THE INSPECTION.
3. WATERING AND MAINTENANCE RESPONSIBILITIES DURING DIFFERENT PHASES OF A PROJECT SHALL GENERALLY
BE DEFINED AS FOLLOWS, UNLESS CONTRACTUAL OBLIGATIONS REQUIRE OTHERWISE:'
-CONSTRUCTION PHASE: DEVELOPER/BUILDER
- PROJECT ACCEPTANCE: BUILDER
- PROPERTY OWNERSHIP TRANSFER: BUILDER/PROPERTY OWNER
- WARRANTEE PHASE: PROPERTY OWNER
- OPERATION PHASE: PROPERTY OWNER/HOMEOWNERS ASSOCIATION
SAND FILTER SUMMARY TABLE
PEAK CONTROL
STORM EVENT
POST -DEVELOPMENT
RUNOFF
POST -ROUTING
RUNOFF
ELEVATION
TOP OF DAM
796.00
100YR - 24HR
63.83 CFS
3.728 CFS
794.08
50YR - 24HR
54.M440CF S
2.115 CFS
793.48
10YR - 24HR
34.79 CFS
1.538 CFS
792.74
2YR - 24HR
17.97 CFS
0.782 CFS
790.09
BMP
PROVIDED
ELEVATION
WQv
11,483 CF
789.37
SAND FILTER
3,404 SF
788.00
WASHED SAND BASE BERMUDA SOD. SODDING
SHALL INCLUDE BASIN BOTTOMS AND INTERIOR
SIDE SLOPES.AREAS OUTSIDE THESE LIMITS
CAN BE GRASSED O. STABILIZED WITH OTHER
VEGETATIVE MATERIALS PER. r
ZOYSIA,
A>FILTER SHOULD BE OPEN SAND AND
CLEAN GRAVEL/STONE SURFACE.
DETENTION BASIN BARREL
64 LF 18"RCP @`0.59% ....... -� 6
INV. IN: 786.50
INV. OUT: 786.00
RIP RAP APRON
LENGTH — 19.5 FT 1 -
WIDTH = 21 FT
DEPTH = 43.211
1 �
• ° ; - 20'EMERGENCY
C�� p SPILLWAY —
�."
EX. 1 00-YR FLOODPLAIN
.. / — —
PROP. 100-YR FLOODPLAIN / — ............ ..............
GRAPHIC SCALE
—20 0 10 20 40 80
( INFEET )
1 inch = 20 ft.
Ei" M P %S' A N ur"% F I L T E R 2 0 0
VARIES
DETAILa — °T°
S.
TOP OF EMBANKMENT "A" 796.00'
EMERGENCY SPILLWAY "B" 795.00'
1z ,
RIP -RAP APRON
_— 109=LR - 24HR ELEV. = 794.08'
TOP OF RISER-"C" — — --
50-YR - 24HR ELEV. = 793.48' 6— -- ---
PERMANENT TURF REINFORCEMENT
MATTING SC250 OR EQUIVALENT.
--- -- 10=Y _-24HRELEV.-7-92.74 —Q�
FORE BAY-TOP-OF-EN4BANKMEN-T792.00 FOREBAY O
2-YR - 24HR ELEV. = 790.09'
WQv ELEV. = 789.37' Op S (0RN S
--
f— — -- Cl1.50,
"G" HDPE UNDERDRAIN
PERFORATED 18" 0
HDPE STANDPIPE.
1.50'
1.00'
PROVIDE RIP -RAP APRON
FROM DISCHARGE PIPE
SAND TO BE CLEAN, WASHED, COARSE MASONRY
„F umt- ut-„p„ 0.50' ASTM C33 OR E(�UIVALENT; WITH AVERAGE
6" DRAIN PIPE (PERFORATED DOUBLE 786.50 PARTICLE DIAMETER < 2mm.
- WALL HDPE)(CONSTRUCTED @0.00% 5.50'
_7 SLOPE)
SCARIFY BOTTOM PRIOR TO UNDERDRAIN INSTALLATION (DO NOT COMPACT) SHWT: 781.00'
<o
ECL -1
TRASH RACK MANUFACTURED BY
PLASTIC SOLUTIONS INC. 877-877-5727
(OR APPROVED EQUAL)
6" (1) ORIFICE INVERT —�
ELEV=789.50
BOTTOM OF POND: -�
788.00
POND
#200
"A"
"B"
"C'.
"D"
7"
„G„
ELEV.
796.00
ELEV.
795.00
ELEV.
794.00
SIZE
6.00"
INV.
786.50
SIZE
'18" RCP
SLOPE
0.76%
INV. U/S
786.50
INV. D/S
786.00
SIZE
12"
SLOPE
0.00%
DATE
ISSUED FOR
REV
10/05/18
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19
Fourth Submittal to City of Statesville
4
2/12/20
Fifth Submittal to City of Statesville /:NCDEQ
5
K. Joe Harris & Associates, Inc.
Engineering . Land Surveying Planning
Management
1186 Stonecrest Blvd., Tega Cay, 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'; Beal
CA 1?6
CARO
°
..........ESS/pt°®
'�y•® +��>°QpfESS/p
;. 0 0
d�4 q a q q
am Ir
SEAL �° _ = °w SEAL zo
a C-4168 z^ z o s 036836 5—" o
•,,®,R/S&A
<�p 2',
8C
011ZU;�K Mv%oo
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn AsbUllt Date
Client
The Johnson Group, Inc.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest II
Drawing Title: ---- — —
Sand Filter #200
Project No. Drawing No.*-
2712
DWG File Name:
2712-BMP Plan
I" :

DATE IS5UED F014 RE'l
10,
10/05/18 Initial Submittal to City of Statesville 0
11/16/18 Second Submittal to City of Statesville 1
1 ` 05/10/19 Second Submittal to NC DOT 2
09/19/19 Third Submittal to City of Statesville 3
12/16/19 Fourth Submittal to City of Statesville 41,
TURF GRASS VARIES 2/12/20 Fifth Submittal to City of Statesville / NCDEQ 5
GEOTEXTILE FABRIC =
,N o'
1b'
6 MIN.
NCDOT CLASS 1
RIP RAP (TIE TO
NATURAL GRADE).
2' INSTALL 5' PAST —
TOE OF SLOPE, TIE TO NATURAL
GRADE
8
20'
CARRY RIP RAP UP CLASS I
\ / 24" RCP 2' SEDIMENT CHAMBER 6' SIDES OF SPILLWAY ® RIP RAP
-� — SAND CHAMBER TOP OF BERM 11 _ _
TOP OF BE —
1' -1 I I —I 11- 11_I 11-11 I I.
6'" ORIFICE — 6' MIN. I� III=1 _ 11=III—III=
/---i II-11 -III—III—III
6"(1)5RIFICE PERMANENT TURF SPILLWAY ' �y �, n I� I11—I�1=
/i REINFORCEMENT MATTING. 4 _ I I� I (:
\ w SC250 OR EQUIVALENT. LI-
/ a INSTALL FROM 6" BELOW BERM y7
6" = TURF GRASS �. ON FOREBAY, ACROSS ENTIRE _I
24"�, FOREBAY BERM TO TOE OF VARIES
SLOPE ON SAND CHAMBER _
II —II y FA II_
SIDE. �. IIIIII � � IIIIII
=1I1=1 =1I I=1 °
�� „ �,I1111�
6 PERFORATE DRAIN PIPE PLAN - 2 R2 I.D. RISER NATURAL GRADE � �
I-111—III- NATURAL GROUNDwhat's
SCALE: NTS -1 I—III=111- I I=III=111=1 I M 11=1 11=1 11=III 111=III=III—III= ewbelow.
3' 3' .D. PRECAST RISER III,=111=III=111=1I1=1I1= II " _III_III=11I-1I1-1 N e �r�One-Call Center l fog you dig.
RIP RAP &FILTER FABRIC Ill, i111-111=III I =11
POND BOTTOM
SCALE: NTS
AND FIT 10.0 Y Engineer:
IT 1 Y ILL
FILTER100 � OUTLETSTRUCTURE-
10,
1'
R. Oc Harris Associates, Inc.
TURF GRASS T VARIES Engineering • Land Surveying Planning
2 GEOTEXTILE FABRIC -_ 7 Management
1b' 1186 Stoneerest Blvd., Tega Cay, S.C. 29708 P: [phone]
F MIN.
— -- SEDIMENT CHAMBER g'' NCDOTCLass �
RIP RAP (TIE TO
www.rjoieharris.com
NATURAL GRADE). SAND CHAMBER
/ 98 RCP 2' + TOP OF BERM INSTALL 5' PAST
TOE OF SLOPE. TIE TO NATURAL
GRADE
6" MIN. $ This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
a 6" ORIFICE REINFORCEMENT MATTING. �'
� PERMANENT TURF
—�-- 20' drawing, and proper permit forms and related fees are transmitted
/ 6" (1) ORIFICE SC250 OR EQUIVALENT.
� - by the Owner, Owner's Agent or Contractor to the Authority
INSTALL FROM 6" BELOW BERM CARRY RIP RAP UP CLASS]
\ / � TURF GRASS �; ON FOREBAY, ACROSS ENTIRE SIDES OF SPILLWAY RIP RAP having jurisdiction.
p FOREBAY BERM TO TOE OF
SLOPE ON SAND CHAMBER TOP OF BERM _ _ _ Corporate deal Engineer's Seal
6" Zo SIDE: l l—III III= =111 III=III=1 �o`eua t a veaAii a®�o►r u r uii�
18" _ 1' �-III-
III III_II
ES PLAN -2'X2' I.D. RISER
SPILLWAY S/0 9 a " c�OF
11'
611 PERFORATE DRAIN PIPE II- ° r•, SEAL o = - w SEAL
SCALE: NTS POND BOTTOM —
_ ' S C-4168 036836
6.�:;3 C7.D. PRECAST RISER SAND FILTER' 00 VARIES �II �111 �� °?`oFR/NG&5�QJ�`,° ®�° o✓ 9 °`�`�d� ���_.��`�.
SCALE: NTS
II o ® o IIIIIIII/
�K L M
IIIIIII� IT1�I- �0��s�eiiat®,�` �� '"i„ r®eraenele►re�`
NATURAL GRADE _ — __
SAIND FILTER 00 OUTLET STRUCTURE -III-111 � IT1=III=III=111=111 III TiI-III,; III-III=III �IIIIIILIIIz NATURAL GROUND
III, 11111=� TI=1 II � 1= j1 —III -I II, � i111=111=1 Project Manager Drawn
RIP RAP &'FILTER FABRIC —) I I=111-1 1 1=1 I I I_I I
D. Gags C. Brown
Department Manager Checked
P. Murphy P. Murphy
2'-3 314 FILTER 00 ILL Y Print/Plot Date
Februr9h6"0 3 3518
®� Asbuuilt Drawn12, 2020 Asbuilt Date
Client
D - REINFORCED CONCRETE PIPE
WALL FLARED ENO SECTIONS The Johnson Group, Inc.
0 1111 _ NOT TO SCALE
�, � 323 WALNUT. STREET
111111
STATESVILLE NORTH CAROLINA 28677
SOME FORM OF TRASH RACK TO BE PROVIDED OVER THE 6" III III P: (7O4) 996-5978
CLASS B CONCRETE
DIAMETER ORIFICE AT SIDE OF STRUCTURE. TRASH RACK DETAIL E
SHOWN IS MERELY FOR REFERENCE PURPOSES AND ANY III
APPROVED EQUAL MATERIAL WOULD BE SATISFACTORY. RCP DISCHARGE PIPE —
:; .: (SEE POND DATA BLOCKS
tf�r#'
18" MIN.
I FOR PIPE DIAMETERS) III
4 ' :..
MADE IN THE U.S.A. F Z;�e
_ Pin Forest II
9116"0 AVAILABLE MATERIALS; " <—
MILD STEEL (NO FINISH) - WGT: 129 LBS: III I_ WALL
MILD STEEL (GALVANIZED) - WGT: 129 LBS• :d
STAINLESS STEEL - WGT: 129 LBS.+' —
<. 1' MIN. I� --
.: a� I I L A aL
ALUMINUM-WGT: 43.6 LBS. CLASS B CONCRETE WALL °
CUSTOM SIZES AVAILABLE a <..~i •. <,...: " :• .` ....a;.'
AVAILABLE UPON REQUEST WITH: I " DIA. + 1 " DftiV3i Tide:
1' MIN. 4. DIA. DIA.
1 1 TITLE I -
I - Details
FINAL. LSQ24 ILI I \
WALL
oiiRONw000RonD 24" SQUARE TOP -MOUNT TRASH RACK
�.-I I *-TONGUE OR GROOVE WALL-� E � �-WALL
MIDDLESBORO, KY 40965
PH: [phone] SIZE DWG. N0. REV.
FAX: [phone]
JRHOE.COM 1775120 sHEEr y 1
TRENCH WIDTH TRENCH WIDTH
1' MIN. 1' MIN. TONGUE.
V MIN.L 1' MIN. DIA: WALL OR WEIGI-IT A B C D E DIA. +1
GROOVE
/� 15„ 2 1 /4" 2" 970 6" 27" 46" 73" 30" 161,
EXAMPLET A ANTI -SEEP COLLAR 18" 2 1/2" 2 1/2 '1340 9" 27 46 73" 36" 19"
24" 3" 2 1 /2" 1820 9 1/2 43 1 /2= 30" 73 1/2" 48" 25"
30" 3 1/2" 3„ 2400 12 54 19 3/4" 73 3/4" 60" 31 » Project No. Drawing Nara
36" _ 4" 3 1 /2 5500 15" 63" 34 3/4" 97 3/4" 72 37"
42" 4 .1 /2„ 4» 6300 21 1 /2 67 -. 41 1 /2„ 103 1/2" 76" 43" 2712
DWG File Name:
2712-BMP Plan BMP

�. iAmo
* e 1
( IN FEET )
1 inch = 60 ft.
A A
DATE
I ISSUED FOR
I REV
10/05/18
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19
Fourth Submittal to City of Statesville
4
2/12/20
Fifth Submittal to City of Statesville / NCDEQ
5
16". Joe Harris & Associates, Inc,
Engineering Land Surveying ® Planning
Management
1186 Stonecrest Blvd., Tega City, S.C. 29708 P: [phone]
WW .rj �e arris.co
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal
Engineer's
0®eoei>>i°°
001111111111,1
ESS/p°°°°%�`o.
41
�0°@�FESSjOti9�y'.®
4�•`
r o m SEAL
e C-4168 a
_ o SEAL �® q
°N 036836 �a
...
Project Manager
Drawn
D. Gatos
C. Brown
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
Asb+uilt Drawn
Asbuilt Date
Client
THE JOB SCAN GROUP, , INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: (704) 996-597$
Project:
Pine Forest 11
Drawing Title:
Pre Veleprnent
Project No. Drawing No.
2712
DIP-1C File Name:
2712-Pre vs Post P,RE

CN = 67.9
1 •i
t• -, I I ;/.—�V-�_- �.". •.........\.f....1 .'.. I 1.... >., -••.., .i
....I /_�_' / �\•.
/�./..•..I.
.. :..... I' / — �.I .' I.` ... I •,'..--•� � .,I
a
;
�•I.... , I ;' II;:
m
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.II r.,
-
—
'\ �''�•:~: •.•..I.
. ..e�Ilyd•}.. ••dd•dl 1•:•a'+,'s%r..i�': I : •�'��:•
`a � 1
II
IJ I
:l
I
SITE
TIC 5 MIN
E
24 DIAMETER
CIRCULAR CHANNEL TRAPEZOIDAL
TRAPEZOIDAL 18" DIAMETER 213' CHAN FLOW
CHANNELFLOW CIRCULAR CHANNEL 326' kd.
767' 510, 36" DIAMETER
Am;tyHn
CHANNELFLOW POINT OF
147' ANALYSIS
VICINITY MAP
Ail
� TRAPEZOIDAL -
..... ... CHANNELFLOW
......, POINT OF ..-.... ANALYSIS
.,-,-d
...................................
POST-2 DEVELOPMENT AREA
SAND FILTER #200
15 DIAMETER8.27 AC
CIRCULAR A Ra.
-c
r ,
I
I —
i -
I
v
SHALLOW CHANNEL .�•- .•" I ; ............ ..... •''-•.....: .� ''•.- _ ---� •' ., ---- °:._ ..: '''.:'•• , ,`•.
-
i
SECTION� 1
239 I
\\
1
I
SHALLOW CHANNEL
SECTION FLOW
506'
SHEET FLOW
100,
BMP #200
BEGIN ANALYIS
NO SYSTEM
BEGIN ANALYIS
SHEET FLOW
7'
BMP #100
BEGIN ANALYIS
SHEET FLOW
100,
15" DIAMETER
CIRCULAR CHANNEL FLOW
385'
24" DIAMETER —�
18 DIAMETER CIRCULAR CHANNEL FLOW
CIRCULAR CHANNEL FLOW 241'
652'
' ......
�.... ::........
EXISTING CREEK
30" DIAMETER
CIRCULAR CHANNEL FLOW
147'
I
36" DIAMETER
CIRCULAR CHANNEL FLOW
40'
POINT OF
ANALYSIS
i
DATE
ISSUED FOR
REV
10/05/18 Initial Submittal to City of Statesville
0
11/16/18 Second Submittal to City of Statesville
f
05/10/19 Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
12/16/19 Fourth Submittal to City of Statesville
�t
2/12/20 Fifth Submittal to City of Statesville / NCDEQ
5
R. Joe Harris & Associates Inc -
Engineering ® Land Surveying Planning
Management
1186 Stonecrest Slvd.jega Cay, S.C. 29708 P: [phone]
www.rjoeharris.com
This drawing shall not be used for construction purposes until the
seal and signature of the responsible registrant appears on the
drawing, and proper permit forms and related fees are transmitted
by the Owner, Owner's Agent or Contractor to the Authority
having jurisdiction.
Corporate Seal Engineer's Seal
CA CA
J S/0
s� mot°
SEAL = er SEAL �a
C-4168 o' ' 036836
&S�°°��;`
®OjtNe,nnee��® xu �1i°rnI e►�®®®°
Project Manager Drawn
D. Gates C. Brown
Department Manager Checked
P. Murphy P. Murphy
Print/Plot Date ---�
Februray 12, 2020
Asbuilt Drawn Asbuilt .Date Y
Client
THE J H SON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing Title:
Est Development
Project No. Drawing Nu,
2712
DWG File Name:
2712-Pre vs Post

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DATE
I ISSUED FOR
RIEV
10/05/18. .
Initial Submittal to City of Statesville
0
11/16/18
Second Submittal to City of Statesville
1
05/10/19
Second Submittal to NC DOT
2
09/19/19
Third Submittal to City of Statesville
3
'12/16/19
Fourth Submittal to City of Statesville
4
2/12/20
Fifth Submittal to City of Statesville / NCDE1
5
R.
.�WIMMAJ
UJIv„
n One -Call Centerll
Na�+C�rva®l,a. O e t
KHVAf9H WOOS T lOW.
uy�gg
IPs�'W�Ru you °
Engineer-
. Joe Harris,& Associates,
Engineering ® Lana Surveying ® Planning
Management
1 t86 Stonecrest Blvd, Tega C'ay, S.C. 29708P: [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' Seal
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Project Manager
Drawn
D. Oates
C. Brown
Department Manager
Checked
P. Murphy
P. Murphy
Print/Plot Date
Februray 12, 2020
Asbuilt Drawn
,psbuilt Crate
Client
THE J HNSON GROUP, INC.
323 WALNUT STREET
STATESVILLE, NORTH CAROLINA 28677
P: [phone]
Project:
Pine Forest 11
Drawing i Title:
9 Tl
Storm Drainage Areas
Project No; Drawing 14U,
2712
DwC File Narne:
2712 SDA Plan