SW6140904_APPROVED PLANS_20141023

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
swzl��
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

14u111111Iue
l� `� f l� T LLV l� l\ `� n A T A
DEVELOPMENT NAME DOLLAR GENERAL
STREET ADDRESS: --- NO HIGHWAY 42
FUQUAY VARINA, NORTH CAROLINA
HARNETT COUNTY
PROPERTY IDENTIFICATION # (PIN) 0635-89-9887 & 0636-90-0110 (PORTION OF)
PARCEL NUMBER 050635 0153 & 050635 0153 02(PORTION OF)
PARCEL ID 0018957 & 0056404 (PORTION OF)
DEED: BOOK 01492 PAGE 0205
ZONING DISTRICT(S): INDUSTRIAL (IND)
OVERLAY DISTRICT
TOTAL SITE ACRES (DO PARCEL):
INSIDE TOWN LIMITS:
EXISTING USE
PROPOSED BUILDING USE
PROPOSED TOTAL BUILDING AREA:
MAX BUILDING HEIGHT:
MIN LOT AREA:
MIN LOT 'WIDTH:
FRONT SETBACK:
REAR SETBACK:
SIDE SFTBArK;
MAXIMUM LOT COVERAGE:
PARKING SETBACK:
BUFFER REQUIREMENTS:
OFE—STREET PARKING:
TOTAL REQUIRED:
MAX NUMBER OF SPACES:
TOTAL PROVIDED:
ACCESSIBLE SPACES PROVIDED
PARKING SPACE DIMENSIONS:
LOADING AREA:
PHASE II POST —CONSTRUCTION STORMWATER
65,517 SF (1.504AC) (PROPOSED DG PARCEL AFTER RECOMBINATION)
NO
VACANT
RETAIL SALES
9,026 SF (7,195SF SALES FLOOR)
N/A
43,560 SF (1 AC)
150 FT
50 ET
25 FT (50FT ADJACENT TO RESIDENTIAL)
25 FT (SOFT ADJACENT TO RESIDENTIAL)
N/A
SOFT STREETYARD BUFFER ADJACENT TO ROAD RAW
15FT TYPE A LANDSCAPE BUFFER ADJACENT TO RESIDENTIAL USES
]OFT TYPE C LANDSCAPE BUFFER ADJACENT TO INDUSTRIAL USES
SOFT STREETYARD BUFFER ADJACENT TO ROAD RAW
5FT BUILDING PLANTER AREA
30 (1 SPACE/300 SF GROSS FLOOR AREA)
33 (10% TOTAL REQUIRED — ADDITIONAL SPACES MAY BE POROUS PAVEMENT;
33
2
9'xl8' MIN
1 PROVIDED (12'x35')
IMPERVIOUS AREA SUMMARY:
PROPOSED SITE
AREA=65517 SF
(1.504AC)
EXISTING BUILDING PADS:
0 SF
0.0
AC
EXISTING PAVEMENT:
0 SF
0.0
AC
TOTAL EXISTING IMPERVIOUS AREA:
0 SF
0.0
AC
PROPOSED BUILDING:
9,026 SF
0.21
AC
13.8%
OF SITE
PROPOSED SIDEWALK.
1,770 SF
0.04
AC
2.7%
OF SITE
PROPOSED PAVEMENT
22 630 SF
0.52
AC
34.5%
OE SITE
PROPOSED IMPERVIOUS AREA:
33,426 SF
0.77
AC
51.0%
OF SITE
OPEN SPACE:
32,091 SF
0.73
AS
49.0%
OF SITE
NET INCREASE IN IMPERVIOUS AREA:
33,426 SF
0.77
AC
,P t Rq
ENE
y a•
- +
PROPOSED
Dollar General Sere
Know what's below.
Call before you dig.
®
BEFORE
X
STO P
CALL t 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE IAW
NC Highway
Fuquay-Varina, Forth
Harnett County
�r
42
Carolina
TENANT & DEVELOPER
Dollar General Corporation
Glandon Forest Equity, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
[phone]
[phone] FX
gbarnesCvanguardpg.com
VANGUARD
PROPERTY GROUP
CtVtL ENGINEER
Triangle Site Design, PLLC
4006 Barrett Drive
SHEET #
E¢
OR' /
a E
e ate°
SITE
v _ N.c. Nwr 42
4
z
a
VT C T _T\ T T r-T-1 N T --%
t LN IT Y MAP
NOT TO SCALE
INDEXTO SHEETS
DESCRIPTION
C-1
COVER SHEET
C-2
EXISTING CONDITIONS PLAN
C-3
SITE PLAN
C-4
GRADING AND DRAINAGE PLAN i
C-5
EROSION CONTROL PLAN
C-6
UTILITY PLAN
C- 7
CONSTRUCTION DETAILS 3
C- 8
CONSTRUCTION DETAILS
I
C -�
EROSION CONTROL DETAILS
C- 10
STORMWATER MANAGEMENT DETAILS
C-11
LANDSCAPE PLAN I
Suite 203
Raleigh, NC 27609
[phone] 0
[e-mail] ar
NC LICENSE�P-0619
TRIANGLE
LA3
SITE DESIGN
N
t�
DATE I DESCRIPTION
REVISIONS
Inspect dur
{r;duscuie
sarmwater
Storm''+mrater Pes%nnft
the st9,;a ateerr the
permit I
This document, together with the concepts and designs presented
herein, as on instrument of services, is intended only for the
specific purpose and client for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Triangle Site Design, PLLC shall be
without liability to Triangle Site Design, PLLC.
SHEE:
C-1
DATE:
is
with the
SEAL:
d��0 CAROB °.
� • 4�o SEAL N9` • 9
24434
JOB NUMBER:
September 16, 2014
11�1e

0 FCt r^L JL
8 0C o3 ).9
A r� C k
T T THE
1 1
I i
YA[ln ;NLJ
TOP- 43F 9 I
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
Ct
49.58
955,15
S 13'3436" W
49,57
C2
34.53
25.00
S 50133" W
31,85
C3 ilE
5&36
905.15
S 13.108" W
58,35
C4 TIE1
44.(14
25.00
S 39'01 10" E
38.56
BASED ON A FIELD INVESTIGATION BY PITTMAN SOIL CONSULTING THERE ARE
NO STREAMS OR WETLANDS ON THE PROPOSED DEVELOPMENT.
FLOOD NOTE:
SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD ZONE PER FEMA
I FIRM PANEL 3720062400J, EFFECTIVE DATE OCTOBER 3, 2006. FEMA FLOOD
LOT J l I ZONES ARE SUBJECT TO CHANGE
RP ONE, LLC l l
OB 1469 PG 81 / l
PE? 2007, PG 273 ! ? 'PP 541.4 ' __ 1 , ,,,, "✓ /
PIN.: 0636-80-8239 \ \ IND I
O \
\ \ /
\ \ - S 88'15290 E 249.15"
{{
\ \ V LOT 4
o PPP��� RP ONE LLC D8 1492, PG 205
PB 2007, PC 273
PIN: 063s � 0-3252
St
c \ \ / /
aA � � I � BALANCE OF PARCEL / y � / I o�� ,
- - 24,783 SF at I
_ -
>s2 0 \ V ✓rm v \
-\ ON
LIMITS OF EXISTING TREE
\ o' II I I I I I I DISTURBANCE \ TO REMAIN
\\ I I It l \s
i
789727 b5E 221.21 ' (PROP)
\ I I I I ) �- LOFT .'"PE C BUFFER_
25F SEBACE
I I
I I a
ICI II I II I II II \ l /Ik`Rm`nE / I� / LOT I
ONE RPL 42, PG DB9205 /
PB 2007 PG 273 /
Know what's below.
CaII before you dig,
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
SURVEY PREPARED BY: NEWCOMB LAND SURVEYORS.
INVN)� 43-749 STREAM/WETLAND NOTE:
hNi/(C; 43299' I
n /
LINE TABLE
LINE
LENGTH
I BEARING
L1 TIE
10.08
S 00'15'35" E
L2
50.00
N 00'9'17' W
L3 71E
69.38
N 69'33'06" E
L4 TIE
bLJII
E
SITE
VICINITY MAP
NOT TO SCALE
CAUTIONARY NOTE IN
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON
THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR
INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS
PROJECT, AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE
ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
UTILITY STATEMENT i
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
nc� I I I ` I I �'/I / / � PIN: 063��0-2096 DEMOLITION LEGEND ;'► �' -�- II I I. I - - 1 /l l II/ / /7 I�V,� I / ® BUILDINGS TO BE REMOVED
og0 4:C _ l I �A
HENRY B. & I Io I I I \ �� �� / M�E / l� l �'� PAVEMENT TO BE REMOVED
ELIZABETH A. BAKER
OB 464, PG 32 \ /
PIN: 0636-80-8053 I I
RA-20M Itl Ito II I II -4� \ / / g I� �ZJ I �� UTILITIES TO BE REMOVED
EXISTING
TREES TO BE REMOVED
BUILDING
\ PROPOSED VG PA CEL
I� I -6
5 517 SF
\ 1,504 AC
11'[ I I 30 0
EXISTING TREES
OLD SEPTIC Q TO REMAIN
- - - - - lnror usEo)
GRAPHIC SCALE
15 30 60
1 INCH = 30 FEET
I DEMOLITION NOTES-
1. II II I \ j i / I IlV 1� l 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY
THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOLITION AND
I _"Jti / HAUL -OFF FROM THE APPROPRIATE AUTHORITIES.
_ I" I
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE
II I I- COMMENCEMENT OF DEMOLITION.
HENRY B & f'ic L )OCAIiON I I ( \ \ /� v 1 I 1 3 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO
ELIZABETH A. BAKER I \ II I ° IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND
OB 392, PC 419 I I I I I \ r� APPROPRIATE UTILITY COMPANY PRIOR TO WORK,
PIN: 0635-89-8802 I I I I REPE I t ry
RA-2oM I 1 \ I IAINQ rhI p 6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING BUILDINGS, INCLUDING
FOUNDATIONS AND .ALL APPURTENANCES LOCATED ON AND AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO
all II / BOLLARDS, GAS METERS, AIR CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, FENCING. ETC.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE BASES, DEBRIS
AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
V A EXISTING TREES
1 \ \ \ TO REMAIN \ paan� I ° 8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN.
I ) I ` \ lI I \ I THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES
EXISTING \ \ ' / / �/ \I 1
AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
BuiLDINc
I\\\ y' 9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL
CONTROL CORNER SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED. ALL SERVICES MAY NOT BE
N: 659,742.70 I I I \ I I \ ° '�. E'3 p i SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND
E 2,038,885.39 b 1- 50r; SEFSACK / " I I i OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
F I sOf7 STRF_E YARD Bu R � � \ L� \ �/ ��
\ )_!AITS OF 7,245 S.F. T" 1 10. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR RELOCATION OF
� �
\ I \ DIS'LRBANCE 08 A^''� I ? ' / I I I OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
\ \o '00 FI a„3f/I I I
NOTES: 11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
1) All distances are horizontal ground distances unless otherwise noted. 12 THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE
-5'nC .; 2.49CREPE
"
/ \
Nv�i I MYRTLE MYR--' \ 1 ~', /
_454 Of <„ %J 72W 705 120,67' \ Pc
GRAVEL I r 1r - - = vTE
L 1(TIE) - /
-- - - - `
ou ou-ou- a c ou- uU-emu ou- ou- ou ou- ou- u- ou -
,l- _-a5S I ��� _ - - _452- _ \ \ ='6 OU OU- OU-
„� ter' _ _
h'v.: PAKEMWT U\ \
- o , , . 5 - - - - -\-
15 nGP INV.4,r� 0"� I A P ,✓,..-;,u0.30
2) This survey does not include nor depict any environmental evaluations.
i
/ 3) Field survey performed July, 2014.
i 4) Surveyor has made no investigation or independent search for easements of
d b th
-w-_w_-w__,r: -w�_ --W c�---------'------- -- �-------------- `-'O
w- ---- -- w-w-
w w_- w_ w-- vi - w- w w-- QGE�]E �YF�d _NT w-'N---
w�,'�I II��Iw w w-�w � o�
oU ou ou- ou ou ou- ou DU- ou OU On- OU- OU- C_- ou- on- OIL-- 011#-E•F-6-E• Ou-mo ou OU ou-OU- OU Ou ou OU- oU
CC�,�� NC HIGHWAY 42 42��
VARIABLE WIDTH PUBLIC R/W
recor , encum rances, restncGve covenants, ownership title evidence or any o er
facts that an accurate and current title search may disclose.
5) The locations of underground utilities as shown hereon are based on
aboveground structures and visual evidence. Locations of underground
utilities/structures may vary from location shown hereon. Additional buried
utilities/structures may be encountered. No excavations were made during the
progress of this survey to locale buried utilities/structures.
6) Subject property is not located within a special flood hazard zone per FEMA
Flood Insurance Rate Map (FIRM) # 3720062400J, effective date October 3, 2006.
7) The State Plane Coordinates for this project were produced with RTK GPS
observations and processed using the North Carolina VRS network. The network
positional accuracy of the derived positional information is ±0.12'.
Horizontal Datum = NAD 83
Vertical Datum = NAVD 88
8) Per Plat Book 2007, Page 273 dated March 23, 2007 Lot 1 as shown hereon
does not contain sufficient soils for septic system & repair area unless adjacent
wells are properly abandoned.
13, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE. FINISH
SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE
WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL
CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING
OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE
LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN
PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING
EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS
AREA,
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL RE REMOVED BY A LICENSED HAZARDOUS MATERIAL
CONTRACTOR,
19, THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY ARE
ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL
HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
20, THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE SITE.
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowderCNtrianglesitedesign corn
NC LICENSE #P-0619
SEAL
0 .,
,cry i44s4;
.'Tj, FNr tic'E`�t w .I I
O,
;
-a
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
(approved St rni i ater Pe %nit Documents
required by the stormwater permit. North Cal
rules require that the stormwater system designer
Inspect during construction, certify conformity with the
plans and Spilli an
stormwater rule] 15A NCAC 2H .1008 (j) )
er t# _S5 0 D Date / o�z It
�diw .u.s? C Division of+rVater@neNty
Sheet # Revision DstaPEMA-r-
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 9/16/14
JOB NUMBER: 004087
TITLE:
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C -- 2
COMMENTS:

ti
7
�I
�I
END FENCE
0
0
0
0
0
zI j
O O5 1 g Ix
0
rn x
m 0
� oIx
°
TRANSFORMER PAD--!I,I
HENRY B. &
ELIZABETH A. BAKER
DB 464, PG J2
PIN 0636-80-8053
( RA-20M
I '
I '
/
p
LOT 3 �\
RP ONE, LLC 1 /
OB 1465,, PG 81
PB 2007, PG 273 I
PIN 0536-80-8239 Ip /
IND
S 68'1529" £ 249.15'
LOT 14
nr>Rnr II l l / RP ONE, LLC
DB 1492, PG 205
P., 2007, RG 273
PIN: 0636-9090-J252
IND
BALANCE OF PARCEL l l l l
24,783 SF l
S
0.569 AC
10'x70' SIGHT
STORMWATER
TRIANGLE (TYP)
MANAGEMENT STORMWATER
EASEMENT MANAGEMENT
EASEMENT
_ e S89-27'05'E 221.21 ' (PROP) i f
- - - -
---------- /
7 -- - - -
1 LOFT TYPE C BUFFER \ u, R-0
- - --II h o
STORMWATER--'
\ 'OO `MANAGEMENT l� /
I /
\ 25FT SETBACK AREA 75
\¢ �A _ -7
v- --- A /
LOT 15
V�Av �\NCDOT PAVEMENT RP ONE, LLC
\ VA A -r SECTION IN R/W DB 1492, PG 205
\���\\/\� �\ ; I / PB 2007, PG 273
L. �' PIN 0636-90-2096
IND
I-.._ ilk
I
1
/
5' 14 �
O18 I I
15
ROOF DRAIN / `--'
O \
TYP
EXISTING ( )
BUILDING I I /
I . �A � 7 O O
y`1 � s' � s uNoscnee
OI O E � \ \� 26' j 18' PROPOSEODG PARCEL
65,517
SF
1,504 AC I f l
r\ / e /
m ;
0
I.
F
ODD :>._P7IC
(NOT ;I,SED) I x a \Q \
\7 14
O W/ h \ I z
\ \
, l 4
I J
I /
\ \ 4& 5 13
/i�� I K
l
:V
Sdj�oo�i �
DTI
1 1 \\ J,
HENRY B. & W rr 6.L LOCATION
ELIZABETH A. BAKER
DB 392, PG 419 ` \
PIN: 0635-89-6802 I O \C RA-20M \�.\ \\.\`\ \
\ \'\
0
4 o
t \ \ ,
I
x i
\ i
7-
EXISTING I \VI / '
I
BUILDING NCDOT PAVEMENT /
x� __----� ' 'I 7y 0 I I SECTION IN R/W
CONTROL CORNER N 15
N. 659,742. 70 END FENCE
E 2,0 685 39 0 , ,, 11 5OFT SETBACK
Ix� 5OFT STREETYARD BUFFER -T- LOT 1 +
1 47245 S.F. I 1'iY I
L1 1,08 AC
EP C & �`. ` ITS N I I /
O IO'x7O' SIGHT
x� S
REPAIR AREA �1 t 1 w'Rrtt I I TRIANGLE (TYP) /
I I i
o
I u t T 1
o / _ _
w�„ ° N 897705" W 120.67" IQ �
I cRAUEL I
I I L 1(TlE)
OU- OU- OU- OU- OU- OF- OU- OUP / \ 1)
� a
OF- OU- Du- �OU-
7 \ EDGE OF PAVEMENT ll
\- _ - - - - - - - - - - - - - - - - - - - - - - - / -
�O
WOOD SCREEN
FENCE j
OU- OU OU 0I OU OU OU OL OU-
-10
---- �f-X
- - - - - - - - - - - - - p- - - - - - - - °L
0 � F EDGE OF PAVEMENT
-- OUOU- Du- OU- CU-- OIL-- OU- 2CII--y¢-�-a. OU---nU OU OU- OU OU OU OU OU OU OU \
NC HIGHWAY 42 42
VARIABLE WIDTH PUBLIC R\W
SUE
VICINITY MAP
NOT TO SCALE
TRAFFIC CONTROL NOTES:
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT)
MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WITH THE CURRENT EDITION
OF THE NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING
THE HOURS OF 6:00 M A TO 9:00 AM AND FROM 400 PM TO 6:00 PM. A MINIMUM OF ONE 12-FOOT LANE SHALL BE MAINTAINED AT
ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE
REINSTALLED AS SOON AS POSSIBLE.
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF
WAY LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO PREVENT ANY
EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF
THESE PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE
CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE ADJACENT TO THE WORK AREA USING
APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS
PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL
WAY WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE,
MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF
EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A
DROP-OFF OF MORE THAN 3",
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER,
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELING DEVICES IN WORK AREAS SHALL BE
SPACED NO GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN
RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVEL -WAY,
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO
ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY
STANDARDS.
MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND
SPECIFICATIONS (LATEST EDITION).
OWNER CERTIFICATION:
AS THE OWNER OF RECORD, I HEREBY FORMALLY CONSENT
TO THE PROPOSED DEVELOPMENT SHOWN ON THIS SITE
PLAN AND ALL REGULATIONS AND REQUIREMENTS OF THE
HARNETT COUNTY ORDINANCES.
DATE OWNER SIGNATURE
HARNETT COUNTY NOTES:
1. HIGHWAY 42 IS ON THE HARNETT COUNTY THOROUGHFARE PLAN
2. HIGHWAY 42 IS ON THE HARNETT COUNTY COMPREHENSIVE TRANSPORTATION PLAN.
3. NO HAZARDOUS MATERIALS WILL BE STORED ON THE PROPOSED DEVELOPMENT
4. PROPERTY OWNER WILL BE RESPONSIBLE FOR MAINTENANCE OF THE PARKING
AREAS, DRIVE AISLES, LANDSCAPE BUFFERING, AND STORMWATER EVE
5. EXTERIOR WALL MOUNTED LIGHTS SHALL COMPLY WITH ARTICLE AT, SECTION 7.0,
PAGE 163 OF THE LIDO.
6. ALL MECHANICAL AREAS LOCATED ON, BESIDE, OR ADJACENT TO ANY BUILDING OR
DEVELOPMENTS SHALL BE SCREENED FROM THE VIEWS OF STREETS AND
ADJACENT PROPERTIES.
7. LIGHTING SHALL BE LOCATED IN SUCH A MANNER AS TO PREVENT DIRECT GLARE
AND UGHTING ONTO ADJACENT PROPERTY OR INTO THE PUBLIC RIGHT(S)-OF-WAY.
ALL FLOOD LIGHTS SHALL BE INSTALLED SUCH THAT THE FIXTURE SHALL BE
AIMED DOWN AT LEAST 45 DEGREES FROM VERTICAL.
B. HOURS OF OPERATION: 8:00 AM TO 10:00 PM (7 DAYS A WEEK)
KEY NOTES:
O1 CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
OCONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
OASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
O STANDARD DUTY PAVEMENT
® HEAVY DUTY PAVEMENT
® NCDOT PAVEMENT SECTION
O HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
O BOLLARD - SEE DETAIL SHEET C-8
O6 CONCRETE LIGHT POLE BASE
O7 CONCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O8 DUMPSTER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
O9 6'-0" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK (NOT USED)
ip PYLON SIGN (UNDER SEPARATE PERMIT)
11 4" WIDE PARKING STRIPE PAINTED YELLOW (TYP)
12 4" WIDE PARKING DIAGONAL STRIPES
(� CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.D.A. REQUIREMENTS)
\-�!C/ ANY RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.
SEE DETAIL SHEET C-7.
14 NEW GRASS/LANDSCAPE AREA
5 CONCRETE CURB AND GUTTER - SEE DETAIL SHEET C-8
16 STOP SIGN - SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
18 NEW CURB CUT, MATCH EXISTING FOP & APPROACH PER LOCAL CODES & SPECS.
19 (NOT USED)
20 DELIVERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
21 CONCRETE FLUME - REFER TO DETAIL ON SHEET C-8 (NOT USED)
22 WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8
PROPOSED PARKING COUNT
GENERAL NOTES.
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR MAINTENANCE
AND PROTECTION OF TRAFFIC AS REQUIRED BY HARNETT COUNTY AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL
STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
4, COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC) IN THE RI HT -OF -WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT
AGREEMENT WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED, ALL BUILDING
DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE DF THE STRUCTURE.
7, EXISTING SITE CONDTONS, GRADES, CONTOURS, UTILITIES AND OTHER IX STING FEATURES FROM A SURVEY PR
EPARED BY NEWCOMB
LAND SURVEYORS.
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AND APPLICABLE HARNETT COUNTY
CODES AND ORDINANCES. THE CONTRACTOR RACT R WELL MAINTAIN A CURRENT EDITION OF THE STATE
AND LOCAL CODES, ORDINANCES,
STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD
N I➢ TH CONDITIONS E OWNER OR OWNERS REPRESENTATIVE IMMEDIATELY. COMPACTOR SHALL WAIT FOR INSTRUCTION PRIOR 1D
PROCEEDING WITH WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
11. THECONTRACTOR SHALL S THE F P C SEAL E EDGE 0 EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH
CAROUNA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY THE
CONTRACTOR, HIS SUBCONTRACTORS OR SUPPUERS AT NO ADDITIONAL COST TO THE OWNER.
JOINTS 1 A PAVEMENT J NTS SHALL BE SAW- PRIOR T PAWN T PROVIDE A 3 ALL CUT 0 0 G O 0 IDE DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SHA:L REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK DOCKS, EXIT DOORS,
SIDEWALKS, PREDSE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
15. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS,
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING
LOCATIONS AS REQUIRED,
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT
LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTMTY THE CONTRACTOR SHALL NOTIFY THE HARNETT
COUNTY PUBLIC UTIUTIES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
18, PROOF ROLL BUI3NG AND PARKIN AR NOTIFY WN R R EN f ANY UNACCEPTABLE
ALL G AREAS. 0 0 E DOLLA GENERAL O V CCE TABLE AREAS.
/
19. THE CONTRACTOR SHALL PROM DE AS-BUI i RECORDS OF ALL CONSTRUCTION(INCLUDING UNDERGROUND
UTILITIES AND STORM
DRAINAGE) TO OWNER/DOLLAR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION
STRIPING LEGEND
YE.LOW CURBING
SURFACES SHOULD BE CLEAN, DRY AND
AND BOLLARDS -
METAL SURFACES FREE OF HEAVY RUST
PARKING LOT
2 COATS SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WILLIAMS - PRO
MAR TRAFFIC MARKING PAINT YELLOW
HANDICAP
SURFACES SHOULD BE CLEAN, DRY
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT "H.C."
BLUE
CURVE TABLE
CURVE
I LENGTH
I RADIUS
I BEARING
CHORD
CI
""
95515 .
S 13'34'36" W
49.57
C2
34.53
KOO
S 50'S6'33" W
31.85
C3TIE
58.36
905,15
I S13-10'18"W
58.35
C4 TIE
44.04
1 25.00
1 S 39'01'10" E
38.56
LINE TABLE
LINE
LENGTH
I BEARING
TIE L1
10.08
S 00'15'35" E
L2
50.00
N 00'9'IT W
L3 TIE
69.38
N 59'33'O6" E
L4(TIE)
1 51 .311
S 65'02'20" E
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder®trianglesitedesign.com
NC LICENSE #P-0619
SEAL:
W
C
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
ppprovF d ,orr. water Ps snit t ocumentsH
with these documents is
required by the stormwater permit. NoffITLaroom
rules requlr69 thai the stounwater system designer
Inspect during construction; certify conformity with the
dens and-APeseanfi rndi compliance with the -
sWrmwalSrules, (15A NCAC 2H .1DOB (j) /
Perm O Date 49
Division of Lr2
Sheet #_- _ Revision Da -1P
LAYOUT COORD: \,,EL
PLANNING MISR. MEL
DRAWING BY: "Ii1'1;L
DATE: 9jlo; i-+
JOB NUMBER: 00408"
TITLE:
SITE PLAN
SHEET NUMBER:
C-0
COMMENTS:

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P/N 063 - 0-82J9IND
CURVE TABLE.
CliRVE ''I 2WGTIRT
RADIUS
BEARING
CHORD
CI 4a 58I
H5L IS
S 13'34'36" W
49,W
12 34 ._
.I
25.GO
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.I .85
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905.15
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88'1529" E 249.15'
4
c
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RP ONE, LLC
OB 1492, PG 205
\
N PB 2007, PG 273 PIN: 0636-90-J252
\ /
y lNO
0
\ I �
1 I
L l I
o\ \ c \ eALANCE of PARCEL--
_ _
o \ 0.569 AD rpLITt
- - �- \ 0 \ \I I LIMITS oF
\ No \ \ DISTURBANCE' OUTLET CONTROL STRUCTURE \ I
/
REFER TO SHEET C-10 I / / ht
` I BIO-RETENTION POND FOR DETAILS
\ I I I 1 REFER TO SHEET C-10
\\ III I I I I I I INV 444.0 FOR DETAILS FES
INV=444.0
lIT
\ 10 I I I I 445
448A(TP) 444 I II II I � /�1 / ;T
1� I
I / FES
/ r
a
INV=440.6
Q
40'-15"HDPE ��•r' - -
00.5%
(WATER -TIGHT) 442.6(TP) / L07 15
I �-448.8(TC) I 447.1(TC) I /I I / RP ONE, LLC
448.3(GT) CATCH BASIN 446.6(GT) t7 I I
HENRY B &
ELIZABETH A. BAKER
OB J92, PG 419
PIN: 0635-89-8802
RA-20M
/RIM=aas.a OB 1492, PG 205 � I I /� SI \ PH 2007, PC 27J
\ INV=444.1 PIN: 0636N9 0-2096
MATCH EXISTING
PAVEMENT
447.4(TC) I �( / ., IT
443.Ot
T ,
\ � / �q I 1 72'-15'RCP
I I ® 0.56% _
-
I�� , PIPE INLET /
INV=441.0IT 1
V I I I� PROPOSED DO PA CEL ql �//I I IT
�448.8(TP) 65,517 SF I
I YI L504 AC 3 / y�It
TLC
/ If It
MIRS IF
CID SEPTIC -x 1
�ld1,Tl (J$ti)�) I - I FfE=449.5I� I I DISTURBANCE
172'-15 HOPE + W ro
-
CATCH BASIN . I I (WATE
RSRD- CLEANDUTINV=444.7 449.5TS) RIM=448,5
1 1
/
- wV=445.0 o o l a
1 449.3(TS) 449.0(GR) / s FBI Io 1 It
PAD GRADING NOTE 449.2(TS) 449.2(TS� I
GRADING CONTRACTOR TO GRADE SUB -GRADE __ _ ,:: 448.7(TP) - 448 7(TP) M- c o FES W 44(TS) �.._ Is,' / INV=444.2 / /
TO 8" BELOW FINISH FLOOR ELEVATION (FEE). 448 8,(TP) I / � I I I
GRADING CONTRACTOR TO INSTALL 4" COMPACTED = I 1
POROUS FILL OVER THE SUB -GRADE PER THE i )r- �_ o
SITE GEOTECHNICAL REPORT REQUIREMENTS. j 449.0(TC) I _ I I I I
TOP OF POROUS FILL SHALL BE 4" BELOW ')� I, xl 448.5(GT)I I ( j _
c.7 T h1
I \ I ','I SDI I
FINISH FLOOR ELEVATION
448.8 TC 449.2(TC) ry !
144&8(TS) I, j 4
as.3�crj I x Il/ 448.7 GT
tUFLL LOCATiON VdaI / \ 1 C L .i
a4az rc / 449.0(Tc)% 448.6(TS) 94HDPE -15449.I o
" / I 448.5(GT) '"0(Tr`
448.7(GT)$ 7�
R oGHT) aaes(cr)
aaas(Tc) \ (WATER-TlcFlr) \ l lI ___I ? � 1 �
of I aaa.o(cT)�A 449.7(TC) 1 I
It
aaa.2(cr)
DISTURBANCE o 4ae2(rP)
LIMITS OF ` { \ 1 j MATCH EXISTING
I \ \ ( \ I y 4� / o- PAVEMENT
446.5t
EXISTING I I ! \ 4 \I 1
BUILDING 47
64'-IS"RCP
, I 1 ; V I rug 48
a489(TC)
CONTROL CORNER I i ;
N. 659,742.70 448.4(cT) I j A \ i� �. III 4a85(TC)
E $CJ$8B559 b \ \ p
x I 448.0(GT)�
CATTY BASIN 1 LOT /
\ R,.,=aa7.a �i245 SE
�.
V I Y 1,J=445.5 I k.08 AIilo 10i 3 PIPE INLET I
V A I 4, lI < 4`�I INV=444.6
gp�/
t sEP Ic & \
01 I / I
REPAIR ARFF� \ I n �.. A;,,Y 5 I I It
HENRY B &
ELIZABETH A. BAKER
De? 464, PG J2
PIN. 0636-80-8053
RA-20M
I A
I
CATCH BASIN)
RIM=447 B (i
INV=444 2
100'-15"HDPE
R� -_-, 777
(WATER -TIGHT) 1
\ 1
\ I
448.9('R
-
I
I
I �I I ✓
448.3(GT) /III Flo
III xl I
cXESTING
b
BUILDING I I =1
x
449.3(GR)�1
I I
I -t
449.41
449.5(TS)
I
II I I
I
CONNECT ROOF DRAINS
449.1(TC)
448.6(GT)--_-"--
!,II 449.3(TS)
1y 448.8(TP) TO HOPE HEADER PIPE (TYP)
-----No - -�_ - ___
-
o ti 89'2705 W 120.67'
GRAVEL I r - _
/l tom- OU OU OU a'/a Oti LT a 017= -" �- OU=� 6U - _ OLT SOU- 4- OU- O� OU -OU-- .- O_U-O_U OU- U-\�53-452- OU OU-
_ EOCEOFPAVEMWr- - - - - - - - - -
So
LIMITS OF \
1 I 71STURBANCE � X
--
\0
W ---- V1�- -- - _ - - - - -
W_W_W_ nFnE N-W-i'_VV_W_ W_W_�WVFWWW-W
oU OU OU OU- OTT_OUT_oU OUT_OU- OU:OU- OU-OU- OJ- OIL- OU- OIL- T�GmOU�U OU- OL OU OLJOU OU- OU OU OU
NC HIGHWAY 42
\
C.
\
VARIABLE WIDTH PUBLIC R/W
STORMWATER MANAGEMENT NOTES:
I. THE DEVELOPER OR HIS AGENT SHALL CONTACT THE ENGINEER WHEN THE BEST
MANAGEMENT PRACTICE(S) ARE CONSTRUCTED AND ABOUT TO BECOME
OPERATIONAL SO A FINAL INSPECTION CAN BE PERFORMED TO DETERMINE
COMPLIANCE WITH THE APPROVED PLAN CAN BE PERFORMED.
1, PRIOR TO CONSTRUCTION, A SOIL TEST OF THE BIO-RETENTION FILTER MEDIA
SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A COPY
SENT TO THE ENGINEER. THE TEST SHALL CONSIST OF BOTH THE STANDARD SOIL
TEST FOR pH, PHOSPHORUS, MAGNESIUM, AND POTASSIUM AND ADDITIONAL TESTS
OF ORGANIC MATTER, AND SOLUBLE SALTS, ALL TESTING RESULTS SHALL COME
FROM THE SAME TESTING FACILITY THE NO DEPARTMENT OF AGRICULTURE (NCDA)
LAB IS THE PREFERRED TESTING FACILITY. SHOULD THE pH FALL OUT OF THE
ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH
IRON SULFATE PLUS SULFUR OR AS DIRECTED BY THE NCDA OR ENGINEER.
3. PRIOR TO CONSTRUCTION A COMPOSITION TEST OF THE BIO-RETENTION FILTER
MEDIA SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A
COPY SENT TO THE ENGINEER. FILTER MEDIAF SHALL CONFORM TO THE
FOLLOWING: 65-887 SAND (USDA TEXTURAL CLASSIFICATION), 8-12,- FINES (SILT
AND CLAY), AND 3-59. ORGANIC MATTER (PEATMOSS OR PINE BARK) BY VOLUME
4. PERFORM A DOUBLE RING INFILTRATION TEST P MINIMUM OF J TESTS OR 1 PER
500 SF OF FILTER MEDIA WHICHEVER IS GREATER) AT THE COMPLETION OF THE
BID -RETENTION BMP. INFILTRATION RATE OF THE CONSTRUCTED BIO-RETENTION
MEDIA SHALL BE BETWEEN 1-6 IN7HR, PROVIDE A COPY OF THE RESULTS TO
THE ENGINEER.
5. THE OWNER IS RESPONSIBLE FOR MAINTAININ
G THE STORMWATER BMP. ANNUAL
MAINTENANCE INSPECTION AND REPORT REQUIRED - THE OWNER OF A PERMITTED
STRUCTURAL STORMWATER BMP CONTROLS N HALL ANNUALLY SUBMIT A MAINTENANCE
AND INSPECTION REPORT FOR EACH LIMP TO THE STORMWATER ADMINISTRATOR.
ANNUAL INSPECTIONS SHALL BEGIN WITHIN ONE YEAR OF THE RECORDATION OF
ANY DEED(S) SHOWING STORMWATER BMPs/CONTROL STRUCTURES
6. UPON COMPLETION OF THE PROJECT, AND BEFORE A CERTIFICATE OF OCCUPANCY
SHALL BE GRANTED, THE ENGINEER OF RECORD SHALL CERTIFY THAT THE
COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER
MANAGEMENT PLANS AND DESIGNS,
7. A FINAL INSPECTION OF THE SITE AND STORMWATER MANAGEMENT BMRICONTROLS
TO BE SCHEDULED WITH AND COMPLETED BY THE ENGINEER & INSPECTOR.
8, THE AS -BULLY' PLANS SHALL SHOW THE FINAL DESIGN SPECIFICATIONS FOR ALL
STORMWATER MANAGEMENT FACILITIES AND PRACTICES AND THE FIELD LOCATION,
SIZE, DEPTH, AND PLANTED VEGE7A710N DF ALL MEASURES, CONTROLS AND
DEVICES, AS INSTALLED. THE AS -BUILT SHALL ALSO INCLUDE STORM DRAINAGE
PIPE SYSTEMS. THE ENGINEER OF RECORD FOR THE STORMWATER MANAGEMENT
MEASURES AND PLANS SHALL CERTIFY, UNDER SEAL, THAT THE AS -BUILT
STORMWATER MEASURES, CONTROLS AND DEVICES ARE IN COMPLIANCE WITH THE
APPROVED STORMWATER MANAGEMENT PLANS AND DESIGNS AND WITH THE
REQUIREMENTS OF THE MUNICIPALITY
9. THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE REQUIRED PRIOR TO THE
FINAL PLAT OR CERTIFICATE OF OCCUPANCY THE STORMWATER CONTROL IS TO
BE INSPECTED TO ENSURE IT IS FUNCTIONING AS DESIGNED AND HAS FULL
DESIGN VOLUME PRIOR TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
FLOOD NOTE
SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD
HAZARD ZONE PER FEMA FIRM PANEL 3720062400J,
EFFECTIVE DATE OCTOBER 3, 2006. FEMA FLOOD ZONES
ARE SUBJECT TO CHANGE
WETLAND NOTE:
THERE ARE NO WETLANDS AND/OR STREAM FEATURES
ON THE PROPOSED PARCEL
Downspout
,Transition Boat
,Wire screen for rodents
Grade
Bend
_8" on LOOT Min. Slope
Refer to drainage plan✓
for size of storm sewer
NOTE:
1 DOWNSPOUT DETAIL PIPEDSHALLPBETSCHEDULOR
-4 N.T.S. 40 PVC OR HOPE
DRAINAGE NOTES:
1. A MINIMUM GRADE OF 0.50 Z SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
CRITERIA:
A NO MORE THAN 500 OF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK -FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE
STABILIZATION.
E. RESTABALIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROUNA
DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. REFERENCE THE FOLLOWING STANDARD DETAILS:
840.02 - CONCRETE CATCH BASIN 40.03 - FRAME GRATES AND HO D FOR
0 0 CATCH BASINS
840.04 -CONCRETE OPEN THROAT CATCH BASIN 840.14 -CONCRETE DROP INLET
840.16 - DROP INLET FRAME AND GRATES 840.31 - CONCRETE JUNCTION BOX
SALEM - TRAFFIC BEARING GRATED DROP INLET 84045 - PRECAST DRAINAGE STRUCTURE
840.52 - PRECAST MANHOLE 838.80 - PRECAST CONCRETE ENDWALL
5.ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE USER OR OTHER ACCURATE METHOD.
6, STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
TYPE I: RCP, CLASS III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HOPE) - AASHTO DESIGNATION M252 TYPE S. M294 TYPE S AND MP7-97 TYPE S, SMOOTH
INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON THE CONSTRUCTION DRAWINGS, PIPE SHALL BE
INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHALL BE WATERTIGHT.
7. ALL STORM DRAINAGE WITHIN THE PUBUC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED.
8, EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE SILT
AND DEBRIS.
9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION D SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR
AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
11, PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS.
MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW ONE.
GRADING NOTES:
1. REFER TO THE SITE PUN FOR RELATED NOTES.
2, ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES
3 ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
BREAKING.
4 THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING
UPUTIES THAT OCCUR DURING CONSTRUCTION.
6, THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PUN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING
REQUIREMENTS.
8. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER
TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED
UNDER THIS CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO
NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
10. ANY GRADING, BEYOND THE UNITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, 6 SUBJECT TO A FINE,
II. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL, TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON
DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT.
13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO
BE SEEDED WITHIN 30 DAro.
14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM SURVEY BY NEWCOMB LAND SURVEYING.
15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON
THE PUNS,
16. THE CONTRACTOR IS RESPONSIBLE FOR THEDESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING BRACING AN P EXCAVATION
LE ETI , B C O SPECIAL AL EXCAV 0
MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE, AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK
INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGNS) TO INSTALL SAID ITEMS.
17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF EXIT DOORS, RAMPS,
BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
18. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND. UTILITY STRUCTURES, TOPSOIL, AND ANY OTHER DELETERIOUS
MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE,
19. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE TO DETERMINE WHETHER UNSUITABLE
MATERIAL MUST BE REMOVED. ALL UNDESIREABLE MATERIAL SHALL BE REMOVED, BACKFILLED AND COMPACTED AS REQUIRED BY THE
GEOTECHNICAL REPRESENTATIVE.
20. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S PERMIT FOR STORM WATER
DISCHARGE ASSDCIATED WITH CONSTRUCTION ACTNRIES.
22. CONTRACTOR SHALL ADJUST ANDj OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
24. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY
STABIUZATION FABRIC TO ALL SLOPES 3111V OR STEEPER.
25. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
LEGEND:
TO .......... TOP OF CURB
GT.... ._..GUTTER FLOW LINE
TP . ...TOP OF PAVEMENT
TS...... _TOP OF SIDEWALK
T'N....... _TOP OF WALL
BIN .......... BOTTOM OF WALL
CB .......... CATCH BASIN
GI....... GRATE INLET
FES. ..FLARED END SECTION
YI.......... YARD INLET
GR.. . GROUND
Irv-► .. FLOW DIRECTION ARROW
NOTE TO CONTRACTOR:
THE HARNETT COUNTY & NCDENR STORMWATER MANAGEMENT PERMIT REQUIRES THE
DESIGN PROFESSIONAL TO PERIODICALLY OBSERVE THE CONSTRUCTION OF THE
STORMWATER MANAGEMENT SYSTEM AND TO PREPARE A DESIGNER'S CONSTRUCTION
CERTIFICATION FOR SUBMITTAL TO HARNETT COUNTY & NCDENR PRIOR TO THE
CERTIFICATE Of OCCUPANCY BEING ISSUED FOR THE PROJECT, THE CONTRACTOR
SHALL COORDINATE WITH THE DESIGN CONSULTANT FOR THE CONSTRUCTION
OBSERVATION AND PREPARATION OF THE CONSTRUCTION CERTIFICATION BY
CONTACTING:
M4TT LOWDER, PE - TRIANGLE SITE DESIGN, PLLC
919-555-657C
mlowder®trionglesltedeslgn.com
EROSION CONTROL NOTE:
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
REOUIRED BY NCDENR PRIOR TO START OF CONSTRUCTION.
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
TRIANCL
SITE DESIGI\
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NO LICENSE #P-0619
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive j
Suite 21C
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
gbarnes®vanguardpg.com
REVISIONS:
.� roved 52T3rnra ater Pe rmit Documents,
Conshucticn in accordance with these ocumen s "--
required byy the atormwater permit. North Carottne
rules require that the stormwater system designer
inenaM durim construction: certdv conformity with the
plans and specs; and certify compliance with the
stormwatereules.(15ANCAC2H.1008(i))^/ _�•�
Sheet #
LAYOUT COORD: )IEI
PLANNING MGR. ME!
DRAWING BY: ME -
DATE: 9 16/14
JOB NUMBER: 004067
TITLE
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:

d
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'CURVE LENGTH RADIOS BEARING 1 CHORD
CI_
49.58
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\ _ - r.� t DETAILS & SIZE REQUIREMENTS
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II I I REFER TO DETAIL THIS SHEET
FOR
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NC HIGHWAY 42 42
H VARIABLE WIDT
H PUBLIC R W
EROSION CBONTROL NOTES:
TREE PROTECTIO NOTES:
1 TOTAL AREA
I. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OJTSIDE OF CUT/FILL LINES,
TOTAL SITE AREA = 1.504 ACRES
SOIL TYPE = POCALLA LOAMY SAND
IN ADDITION TO THOSE MAT RECEIVE TREE/SHRUB PROTECTION BARRIERS. THE
CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS
2, UNLESS OTHERWISE INDICATED, ALL VEGEACRE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN
WHERE POSSIBLE.
ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NCDENR EROSION AND SEDIMENT CONTROL HANDBOOK
2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER
3, THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PUNS
AND IMMEDIATELY COVER ALL ROOT CUT SURFACES URGER THAN TWO INCHES IN
IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
DIAMETER WITH TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE
ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK.
1. CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IMBUES) STORM WATER
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL
GENERAL PERMIT.
PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE
PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION,
5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
6, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES_
4, NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER
UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION, THE
N DISTURBED/GRADED AREAS.
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT
APPROPRIATE STAGES OF CONSTRUCTION.
5, TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR
CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION.
g, APPROVAL OF THIS PUN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. A REVISED PUN SHOWING OFF -SITE IMPACTS SHOULD BE SUBMITTED AND APPROVED
6, TREE PROTECTION FENCE IS TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY
PRIOR i0 ANY OFF -SITE GRADING. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL
FROM THE TREE.
MEASURES ARE INSTALLED PRIOR TO OFF -SITE GRADING.
9, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE
NOTE TO C O NTRAi� ���
BORROW OR WASTE AREAS, STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PUN TO
THE OWNER FOR REVIEW AND TO NCDENR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT
NO SEPARATE PAYMENT, THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE EROSION CONTROL
INSPECTOR OF THE LOCATION OF ANY OFF -SITE BORROW SOURCE OR OFF -SITE WASTE
10, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CON➢NUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL DE CHECKED
MATERIAL DISPOSAL SITE. OFF -SITE DISTURBANCES COUNT TOWARDS THE OVERALL
AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-EEDED AND MULCHED AS NECESSARY
PROJECT DISTURBED AREA AND MUST BE COVERED BY THE PERMIT FOR THIS PROJECT
TO OBTAIN A DENSE STAND OF GRASS.
AND/OR THE PERMIT FROM ANOTHER AC
TIVE HARNETi COUNTY OR NCDENR PERMITTED / U
II. STABILIZATION IS THE i FORM
BEST 0 OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE STABILIZEDDERMA SHALL DE TOP SOILED AND
SHE THAT IS APPROPRIATE FOR THE INTENDED USE (LE. APPLICABLE MININGACCORDANCE
SEEDED TEMPORARILY OR PERMANENTLY IN WITH THE NCDENR SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS
REQUIREMENTS). NO OFF -SITE ACTNITIES SHALL OCCUR UNTIL THE PERMIT FOR THIS
ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
PROJECT HAS BEEN MODIFIED TO INCLUDE
LU E THE AFFECTEDAR R IT HAS BEEN AREAS 0
VERIFIED WITH THE CONTROL INSPECTOR THAT THE OFF -SITE E AREAS ARE
12. WHEN A H i CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN V EE COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SG r T
L B CONS RUCTION TRAFFIC IT
COVERED UNDER ACTIVE APPLICABLE HARNEiT COUNTY OR NCDENR PERMITS.
E
SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL i0 THAT OF THE ORIGINAL APPLICATION.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS
LOCATORS INTO NON -PAVED AREA. SIX INCHES OF STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED.
C
BASIN
TNOTES:14.
N
FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING.
15. SEDIMENT BASINS AND TRAP PERIMETER
S. DIKES AND OTHER MEASURES INTENDED T ES E LIED 0 TRAP SEDIMENT SHALL BE CONSTRUCTEDA S A
BE
SKIMMER BASIN BASED ON }OATS TO DRAIN.
FIRST STEP IN ANY LAND -DISTURBING ACTMIY A
AND MADE
ND SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PUCE.
BASIN AND DIVERSIONS SHALL BE SEEDED, MULCHED AND
16. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
ANCHORED/LINED AND PINNED UPON INSTALLATION OF MEASURES,
DEVELOPMENT UNTIL FINAL STABILIZATION 15 COMPLETED.
17. DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
18, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT, ANY NECESSARY REPAIRS
STABILIZATION TIMEFRAME
SLT£ AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER LIKE$ ARGUES,
7 DAYS
NONE
DITCHES AND SLOPES
HLCN ODAU7Y PIAIER (HOW)
7 DAYS
NONE
ZONES
SLOPES STEEPER THAN d7
7 DAYS
IF SLOPES ARE AS' OR LESS AN LENGTH
AND ARE NOT STEEPER THAN 2 1, 14 DAYS
ARE AL10410
SLOPES 37 OR FLAAER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50FT
N LENGTH
ALL OTHER AREAS WITH SLOPES
NONE EXCEPT FOR PERIMETERS AND
FLATTER THAN 4.1
14 DAYS
I
HOW ZONES
DR CLEANUP TO MAINTAIN ME EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
CONSTRUCTION SEQUENCE:
I. CONTACT NCDENR REGIONAL OFFICE AT (FAYETTEVILLE) BEFORE ANY AND DISTURBANCE OCCURS.
2. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON -SITE ARE AVAILABLE.
3. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT NWENR
INSPECTOR.
4. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTIFUTIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT
THE PRE -CONSTRUCTION MEETING.
5, CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS.
6, INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT
FENCE, INLET PROTECTION, SKIMMER WIN, DIVERSION DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF
THESE MEASURES.
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE
7 (� T i
GROUND COVER REQUIREMENTS:
INSTALL SKIMMER BASIN - SEED & MULCH BASIN & TEMPORARY DIVERSION (ACHES IMMEDIATELY AFTER INSFALLHON STABILIZE EARTH BERMS AS
t u
WELL AS BASIN SLOPES PRIOR TO BEGINNING MASS GRADING OF THE SITE
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO CHEATER THAN THE ANGLE THAT CAN RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EVENT,
ALL DEMOLITION DEBRIS IS 70 GO i0 AN APPROVED LANDFILL OR RELATED FACILITY
EXPOSED WILL ACCORDING i0 THE FOLLOWING CHART L, BE PIASTER OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER DEVICES OR STRUCTURESFF SUFFICIENT i PERMANENT
0 RESTRAIN EROSION. PROVISIONS FOR DERMA EN
INITIALLY CONSTRUCT THE GRADINGH I
0 THE BUILDING PAD AND THE PARKING AREAS lHA7 ARE DRAINING 70 THE TEMPORARY SKIMMER BASIN,
SUFFICIENT TO RETAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING i0 THE
GROUNDCOFOLLOWING
MAINTAINING RUNFFOR
RUNOFF TOWARD THE fl451N. ADJUST THE LOCATOR OF TEMPORARY DITCHES AS NECESSARY TO DfVERT RUNOFF FROM THE
STEMS
CH
FOLLOWING CHART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
S TO
SYSTEMS TO THE TEMPORARY SKIMMER BASIN. DIVERSION DITCHES AND GRASS CHANNELS ARE TO BE STABILIZED IMMEDIATELY AFTER
INSTALLATION
INSTALLATION.
CONSTRUCT STORM DRAINAGE SYSTEMS - USE TEMPORARY DIVERSION DITCHES TO DIVER! STORMWATER RUNOFF FROM THE DRAINAGE SYSTEMS TO THE
SKIMMER BASIN TO PROTECT THE STORMWATER MANAGEMENT AREAS FROM ACCUMULATED SEDIMENT.
FLOW LONG.
ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE
DITCH Q(10) SLOPE(%) H 8 W SS CHANNEL LINING
PROPOSED STORMWATER MANAGEMENT DEVICES ANY THE TEMPORARY SKIMMER 84SIN CAN BE DEWATEREY (REFER TO FILTER BAG DETAIL) AND REMOVED
AND ME REMAINDER OF THE PARKING AREA CAN BE COMPLETED
TEMPORARY
20 CFS
1%
1.0,
TO,
50'
2:1
STRAW WITH NET
DITCH 1
NAG DS75
TEMPORARY
2.0 CFS
I$
LO'
1.0,
50,
2,1
STRAW WITH NET
DITCH 2
NAG DS75
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR LAY-DOWN7STAGING AREAS - MAINTAIN THESE AREAS SO rHAr
SEDIMENT LADEN RUNOFF WILL BE DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND STOCKPILE AREA AS SHOWN
7. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
w
EXTEND LINING i0 EXTEND LINING TO
TOP OF DITCH TOP OF DITCH
�\ 6" MIN. FREEBOARD /
H CHANNEL LINING
ff �tl � SS
EROSION CONTROL MAT SHALL
BE AS NOTED OR APPROVED B _
EQUAL.
TEMPORARY DIVERSION DITCH DATA BLOCK
REFER TO SHEET C-9 FOR TEMPORARY DITCH DETAIL
EROSION CONTROL NOTES:
REFER TO DETAIL SHEETS C-9 FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSION CONTROL
MEASURES TO BE USED IN THE DEVELOPMENT OF THIS SITE.
REFER TO SHEET C-9 FOR TEMPORARY AND PERMANENT SEEDING SCHEDULES FOR PROVIDING GROUND
COVER THE FOR THE DEVELOPMENT.
ALL APPLICABLE TAUS CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED,
8, STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES
MAY BE REQUIRED BY THE ENGINEER OR UPON RECOMMENDATION OF NCDENR INSPECTION PERSONNEL AS CONDITIONS WARRANT.
9. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS SHEET.
I0. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
I. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDENR, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN
ACCEPTABLE MANNER EACH SECTION SHALL BE SEEDED AT EARLIEST POSSIBLE DATE AFTER INSTALLATION OF PIPE, STRUCTURE. OR ACCESS.
COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
12. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF NCDENR
INSPECTOR. TEMPORARY SKIMMER BASIN TO BE DEWATERED THROUGH A FILTER BAG PRIOR TO REMOVAL.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PUNNING AND DESIGN
MANUAL. DODGE U.S. DEPT. OF AGRICULTURE, AND COUNTY STANDARDS.
GENERAL NOTES:
I. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED,
2. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE
REQUIRED FOR A COMPLETE AND WORKING SYSTEM.
3. THE ENGINEER AND H? OWNER DISCAM ANY ROLE IN THE E MEANS AND METHODS ASSCCMTED WITH THE PROJECT /AS SET FORTH IN THESE
PANS,
4. CONTRACTOR SHALL MAINTAIN AN 'AS BUILT' SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS
SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
THEREOF SHALL BE SUBMITTED TO THE ENCJNEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN
PERMISSION OF THE OWNER.
6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS
EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
SEDIMENT & EROSION CONTROL NOTES:
I. THE EROSION AND SEDIMENTATION CONTROL MEASURES (BMPS) WERE DESIGNED USING THE NORTH CAROLINA NCDENR
REQUIREMENTS AND SHALL BE INSTALLED
ILED ACCORDINGLY. CONTRACTOR SHALL PERFORM ALL IN STRICT
COMPLIANCE WITH THE NORTH CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGESRGES FROM
FROM URGE AND
SMALL CONSTRUCTION ACTIVITIES (GENERAL PERMIT).
2. REFER TO THE EROSION AN SEDIMENT
D SED E CONTROL DETAIL SHEETS FOR EROSION CONTROL DETAILS AND DESIGN TABLES
FOR SEDIMENT BASINS, DIVERSION DITCHES, AND CULVERTS, SLOPE DRAINS, RIP -RAP APRONS AND OTHER EROSION
CONTROL MEASURES.
3. EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPAN, UTILITY AND ROAD INFORMATION TAKEN FROM AN EXISTING
CONDITIONS SURVEY. ALL EXISTING INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR. .>.
4. SEE THE LANDSCAPE PUN FOR LOCATIONS OF PROPOSED PLANTINGS AND FINAL STABILIZATION.
A
5. TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS BROUGHT TO GRADE.
6, DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES i0 MINIMIZE EROSION. THE s SITE x< ra
CONTRACTOR RMAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORS SO THAT PERIODIC INSPECTIONS 42
CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
7, SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PAN FOR OTHER NOTES REGARDING GRADING
ACTIVITIES,
B. SEE SITE PLAN, GRADING AND DRAINAGE PAN, UTILITY PUN. PUNTING PUN AND OTHER PAN SHEETS FOR DETAILED Id
DESIGN INFORMATION OF PERMANENT SITE APPURTENANCES SHOWN ON THIS SHEET.
9. WHERE THE LIMITS NF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) UNFITS ARE ADJACENT, THE TEMPORARY
FENCE LINE IS THE UNFITS OF DISTURBANCE. THE LINE TYPES ARE SHOWN SEPARATED FOR ILLUSTRATIVE PURPOSES
ONLY.
10, CONTRACTOR SHALL NOT DISTURB MY EXISTING VEGETATIVE GROUND COVER OR TREES OUTSIDE OF THE LIMITS OF
DISTURBANCE OR WITHIN ANY REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR ILLUSTRATED. 7
11, PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CONTROL, DE -WATERING, SOLID WASTE /
DISPOSAL, AND HAZARDOUS MATERIALS. �l
12. CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES MASS CLEARING AND N 0 0 ���
GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED
13. USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES AS NECESSARY
THROUGHOUT ALL PHASES OF CONSTRUCTION.
14. DIVERT STORM WATER RUNOFF FF T TH ED HE PAGE E SEDIMENT BASIN USING DIVERSION DITCHES AND SLOPE
EROSION CONTROL NARRATIVE
ELOPES
U
DRAINS. CONTRACTOR SHALL MAINTAIN AND RELOCATE DIVERSION DITCHES AND SLOPES DRAINS i0 ENSURE STORM
WATER RUNOFF DOES NOT ERODE THE FACE OF FINAL SLOPES.
DOLLAR GENERAL, FUQUAY VARINA, HARNETT COUNTY, NC
15. MAINTAIN POSIT F i NE LOIN 0 THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF CONSTRUCTOR. PACE EXCAVATEDCONTRACTOR
SHA CROTRCTO, WILL FIRST INSTALL THE CONSTRUCTOR ENTRANCE THE LL THEN ON SITE AND INSTALL THE TEMPORARY EROSION CONTROL DEVICES INCLUDING i F N IN
LEAD SILT E CE, INLET
SOILS ALONG DOWNSTREAM EDGE OF THE DIVERSION DITCHES 70 PROVIDE ADDITIONAL CAPACITY.
a , ONLY
PROTECTION, SKIMMER BASIN, AND OTHER DEVICES IN ACCORDANCE WITH THE PGA. •CLEARING ONLY AS NECESSARY i0 INSTALL THESE ITEMS). BEGIN DEMOLITION, CLEARING AM SITE GRADING
i6. REFER THE GRADING ANON DRAINAGE PUN FOR FINAL SITE AND PAVEMENT GRADES AND ELEVATIONS OF THE
STRUCTURESITT IMMEOw kIYR -
OPER4TIONS. STABILIZATION OF EARTHEN S REQUIRED 7ELY INSTALUTON. THE ON SITE STORM EWER SYSTEM CAN NOW DE INSTALLED. IMMEDIATELY AFTER AN INLET IS
S
INSTALLED, INLET PROTECTION SHALL PROPERLY INSTALLED ON THE STRUCTURE THE ON -SITE SANITARY SEWER AND WATER SYSTEMS MAY ALSO BE INSTALLED ONCE THE SITE IS BROUGHT UP TO
E
PROPOSED STORM SEWER SYSTEMS.
A
RA THE li PA WILL BE PREPARED FOR THE PROPOSED BUILDING. THE FCv,GH GRAD WILL THENESTABLISHEDF R THE SITE. INSTALLATION F R AN II WI GRADE ESE D E LL E BE 00 CUB D GUTTER WILL THEN BE PERFORMED.
17. LAND i ACTIVITIES TES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY GOVERNING
P AN FIN DISTURBED AREA WI_ BE F BASE STONE WILL THEN BE ACED D E GRADED. ALL DIS U S DRESSED AND SEEDED. REMOVE ALL INLET PROTECTION FROM STORM STRUCTURES WHEN PAVING IS TO BEGIN.
RITIDISTURBINGi
AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE 70 THE APPROVED EROSION AND SEDIMENT CONTROL
PAVING AND STRIPING VALL THEN BE COMPLETED. FINALIZE STORMWATER POND 5 RUCTURE ONCE UPSTREAM AREAS HAVE BEEN STABILIZED (REMOVE ACCUMULATED SEDIMENT). ALL LANDSCAPING WILL DE
DRAWINGS DURING CONSTRUCTION OPERATIONS.
COMPLETED. THE ON -SITE STORM SEWER SYSTEM SHALL BE CLEANED OF ANY ACCUMULATED SEDIMENT WHICH SHALL BE DISPOSED OF IN A LAWFUL MANNER. ALL ACCUMULATED SEDIMENT BEHIND SILT
FENCE AND OTHER SEDIMENT DEVICES SHALL BE REMOVED AND DISPOSED OF IN 4 LAWFUL MANNER. ACCORDING TO THE GROUND STABILIZATION REQUIREMENTS ON THIS SHEET, REMOVE ALL REMAINING
18, GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
SEDIMENT CONTROLMEASURES FROM THE Sli . CONTRACTOR SHALL MINIMIZE THLENGTH OF TIME BETWEEN INITIAL LAND DISTURBANCE AND FINAL VEGETATION STABILIZATION OF THE SITE.
19. ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE NOTED, THE SITE PLAN
THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED i0 RAP ANY STORMWATER RUNOFF FROM THE CONSTRUCTION SITE AND DETAIN IT LONG ENOUGH FOR SEDIMENT AND
PROPERTY LIMITS SHALL BE CONSIDERED THE PERMIT LIMITS.
POLLUTANTS TO SETTLE OUT OF THE STORMWATER BEFORE DISCHARGE. VARIOUS EROSION CONTROL MEASURES ARE USED TO PREVENT POLLUTANT -LADEN STORMWATER RUNOFF FROM FLOWING ONTO
ADJACENT PROPERTIES.
20, SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE
BOUNDARIES OF THE SITE
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM.
21, ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS SHOWN AND/OR DIRECTED BY THE
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER
PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR.
EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED, RULES DETAILING THE DOCUMENTATION
OF ESE INSPECTIONS TOOK EFFECT OCTOBER I 2010.
THESE
22, FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION SHALL BE REQUIRED
AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND BABES SELF -MONITORING REPORTS, DWO AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
23, ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING CONSTRUCTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS ARE STABILIZED AND GROUND
SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS
COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PADS SHALL BE INSTALLED BY THE Ai CONTRACTOR CONSTRUCTION
SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
ACCESS POINTS PRIOR TO LAND DISTURBANCE.
HTTP�//PORTAL.NCDENR.ORG/WEB/LR/EROSION
24 ALL EASEMENTSDISTURBED
CCCEPTANCE i BE DRESSED AND GRASSED 70 CONTROL EROSION IN ACCORDANCE WITH EASEMENT
PLATS PRIOR O
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CALL THE APPUCABLE NCDENR REGIONAL OFFICE: (RALEIGH: 919-791-4200) (FAYETTEVILLE: 910-433-3300)
(WILMINGTON: 910-796-7215) (WASHINGTON: 252-946-6481) (WINSTCN-SALEM: 336-771-5000) (MOORESVILLE: 704-663-1699) (ASHEVILLE: 828-296-4500).
25, CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL Of NCDENR.
TITIAN
= SITE DESI('
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowderCitrianglesitedesign.com
NC LICENSE #P-0619
SEAL:
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
Approved Stir ater Pe' snit Uvcurnentz
GOti6hnetiM in "eesrdanse •' w. YnaftP documents is.
required byy the slormwater permit. North Carolina
rules requke thai the stormwater system designer
Inspect during construction; certify conformity with the
ni
with
P
^^m U
nr h the
end ee n
LsatTd s ece fy - storIC P
mwater rules. (15A NCAC 2H .1008 ()) )
Per #SW O O Date/O.z� i
Division of
Sheet # Revision Dalq ..
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: _MEL
DATE: 91/16,14
JOB NUMBER: 004087
TITLE:
EROSION
CONTROL PLOT
SHEET NUMBER:
C-5
COMMENTS:

GRAPHIC SCALE
30 0 15 TO 60
1 INCH = 30 FEET
NOTE:
i NA WITH HARM COUNTY PUBILIC UTILITY
CONTRACTOR 0 COORDINATE T HARNETT
DEPARTMENT -OR WATER METER & BACKFLOW PREVENTION REQUIREMENTS
FIRE PROTECTION NOTE:
THE PROPOSED BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM
UTILITY NOTES:__
G Pi AI 7 1 PM (7 CAYS A MEEK)
I HOURS of anHON soa ✓ o goo
2. SENER USAGE CALCULATION:
l2G GD 1000 SF z'9C2E >. 1084 GP D
WATER CSAr.E CALCUTADON"
T PER Y = 1 " " fl S PC BG.0 MINUTES _R WORK DAY) 19 GPM
S
A LICENSEDJ
R A TL"'..TY CONTRACTOR SHALL INSTAL", THE WATE AND SA
NITARY SEWER
S R DES A_ REQUIRED BY HARNFTT COUNTY DEFT. OF PUBLIC UTILITIES (HCDPU)
HCDPU MAINH NANCE ENDS AT THE EASEMENT CR RIGHT-OF-WAY LINE AND DOES
NOT EXTEND INTO THE PRIVATE PROPERTY.
E 6, WATER AND SEWER CAPACITY FEES MUST BE PAID PRIOR TO SERVICES BEING
ACTIVATED ON TdE PROPERTY.
MUST P A
,CONTRACTOR .1LST JOINTLY PROVIDE HOEFT) DEVELOPER AND THE UTILITY 7. THE DEVEL
vIMPROVEMENTSIN TALLER TO
i' ANtt N A L WATER AND SEWER S
ON
E 1) YEAR NARK 0 L
SERVE THE LOTS
HENRY B. &
ELJZ48FTH A. BAKER
OR 392, PG 419
PIN- 0635-89-8802
RA-20M
TRANSFORMER PAD (IF REQUIRED)
' CONTRACTOR TO COORDINATE WITH
UTILITY PROVIDER FOR SERVICE REQUIREMENTS.
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APPROPRIATE UTILITY COMPANY �
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A POLE MOUNTED TRANSFORMER IS PREFERRED ,.;^
TO SERVE THE SITE IF ALLOWED BY -' O
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RA-20M x o
j" RPZ BACKFLOW PREVENTE 1 y" GATE VALVE
IN HEATED ENCLOSURE PER -
HCDPU REQUIREMENTS /
l I
4
I
' I IX
1ISTING WATER SERVICE &
o II- ' PRO CONDUIT �
EXISTING f r / METER i0 BE REUSED -
BUILDING I - (BACKFILL WITH / COORDINATE SERVICE
Ii
COMPACTABLE GRAVEL)
� Ix r
1_.,., II W / / 1 CONNECTION WITH HCDPU
� i I I I
O I- _ PROPOSED DO PARCEL / r" I/ `� I I l
65,517 SF j i ) / /
1.504 AC 31 a /
PF w
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01 D J[r 11C - x
/ APPROXIMATE LOCATION
Y„;TIT (l. L [)) ( III i - FFE=449.5 h ' / / I EX15TING WATER MAIN
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1 -1 x�
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
49.5E
955.15
S 13'34'36" W
49.57
C2
34,53
215.00
S 50'S6'33" W
31.85
C3 TIE
58.35
905.15
S 13'10`18" W
58.35
C 4 TIE
44.0.
25.00
S 39'01 10 E
38.56
LINE TABLE
LINE
1 LENGTH
BEARING
LI LE''.
G.Oa
S 00'15 35 E
_2
50.00
N 00'9'17' W
L3(TI_)
1 59,38
N 59'33 O6" E
L4 h�l
51.31
S 65'0220" E
HARNETT COUNTY
WATER NOTES
A
notify Harnett County the
The Utility Contractor shall n f r un Department of Public Utilities HCDPU and h
Y P
L.
The Utility Contractor shall conduct a pneumatic pressure test using compressed air or other ins t as on
Y P P 8 P r g
Professional Engineer (PE) at least two days prior to construction commencing. The Utility Contractor must
the stainless steel tapping sleeves prior to motto the to on the existing water main. This pneumatic
pp g O p g p g p m
schedule a pre -construction conference with Mr. Nan Moss, HCDPU Utility Construction Inspector at least
pressure test must be witnessed by the HCDPU Utility Construction Inspector. The Utility Contractor shall
two 2 days before construction will begin and the Utility' � ate with HCDPU for
O Y g Contractor must coordinate
use Romac brand stainless tee tapping sleeves or approved equal for a
1 ss steel all taps made in Hornell Count
PP g O PP 9 P Y
regular inspection visitations and acceptance of the water w all 6e performed
ter s Construction work shall
m s . Cans r g P P Y O
All new water Line extensions must begin with a resilient wedge type ale valve sized equal to the diameter
g g YP g 9
only during the normal working hours of HCDPU which is 8:00 am - S:DO pm Monday through Friday.
0
of the new wafer line extension in order to provide a means of isolation between Hornell County s existing
Holiday and weekend work is not permitted by HCDPU,
water mains and the new water line extensions under construction.
IS
The Utility Contractor shall provide the HCDPU Utility Construction Inspector with material submittals and
M.
All water mains will be constructed with SDR-21 PVC Pipe or Class 50 Ductile Iron Pipe rated for at least
shop drawings for all project materials prior to the construction of any water line extensom(s), and
200 psi or greater. All pipes must be protected during loading, transport, unloading, staging, and
associated water services in Harnett County. The materials to be used on the project must meet the
installation. PVC pipe must be protected from extended exposure to sunlight prior to installation.
established specifications of HCDPU and be approved by the Engineer of Record prior to construction. All
N.
All water mains will be flushed and disinfected in strict accordance with the standard specifications of the
substandard materials or materials not approved for use in Harnett County found on the project site must
Harnett County Department of Public Utilities. All water samples collected for bacteria testing will be
be removed immediately when notified by the HCDPU Utility Construction Inspector.
collected by the HCDPU Utility Construction Inspector and tested in the HCDPU Laboratory.
C.
The water main(s), fire hydrants, service lines, meter setters and all associated appurtenances shall be
0.
All fittings larger than two (2") inches diameter shall be ductile iron. HCDPU requires that mechanical
constructed in strict in accordance with the standard specifications of the Harnett County Department of
joints be assembled with grip rings as 'Megalug" fittings are not approved by Harnett County for pipe sizes
Public Utilities (HCDPU). The Utility Contractor shall be responsible to locate the newly installed water
smaller than twelve inches 12" diameter. PVC pipe used for water mains shall be connected
( ) P P .ne ed by slip joint
norms), water service lines and all associated meter setters and meter boxes for other utility companies
or mechanical joint with grip rings. Glued pipe joints are not allowed on PVC pipe used for water mains in
and their contractors until the new water mains) have been approved by the North Carolina Department of
Harnett County.
Environment and Natural Resources - Division of EnvironmentalI Section
Health, Public Water Supply
P.
HCDPU requires that the Utility Contractor install tracer wire in the trench with all waterfines. The tracer
9 Y
NCDENR-cce PWSS end accepted b HCDPU.
( ) P Y
wire shall be 12 ga. insulated, solid copper conductor and it shall be terminated at the top of the valve
'n
D.
Prior to will be inspected ' insure that the depth
boxes or manholes. No spliced wire connections shall be made underground on tracer wire installed i
P g
acceptance, all services �o the are installed at proper
P P P P P Y
Harnett County. The tracer wire may be secured with duct tape La the to of the pipe before hoc �li khl n
Y Y P P PP €
I meter boxes must be (lush with the round level a t be a L finish rode and the meter setters must g g
Q
The Utility Contractor will Professional Engineer (PE) and the HCDPU Utility Construction Inspector
minimum of Be below the meter box lid. Meter setters shall be centered in the meter box and supported
minimum
provide
by brick, block or stone.
with a set of red line field drawings to identify the installed locations of the water line(s) and all
E.
The Utility Contractor shall provide the Professional Engineer (PE) and HCDPU Utility Construction Inspector
associated services. All change orders must be pre -approved by HCDPU and the Professional Engineer (PE)
w' w 'anti the
with a sal of red line drawings s identifying n h complete water system installed for each project. The red m a g Yt g P P 1 Y
in writing and properly documented in the red line field drawings.
8 P P Y B
line drawings should identify the materials pipe sizes of a water lines as well as
and approximate depths h
g Y P P PP P
R.
The UtilityContractor shall spot di to expose each unlit pipe or line which may conflict with
P g P YPP Y
the ate valves fire hydrants, meter setters blow oft - fed appurtenances for all
assemblies and all
g Y P P
construction of proposed water line extensions well in advance to verify locations o h f the existing utilities.
P P Y g
water lines constructed in Harnett County. The red w of an deviations
hoe drawings s should clear)
() Y d clearly
g Y Y Y
The UtilityContractor shall provide both horizontal and vertical clearances to the Professional Engineer
En n r PE
P g ( )
and
from the NCDENR approved laps All change orders must be approved HCDPU and the Professional p g ppro ed by H
to allow the L w order to avoid conflict with
e PE o adjust the star line design i� s I h existing underground
J g g g
Engineer in writing and properly documented in the red line field drawings.
utilities. The Utility Contractor shall coordinate with the utility owner and be responsible for temporary
F.
Potable water mains crossing other utilities and non -potable wafer lines (sanitary sewer, storm sewer, RCP,
relocation and/or securing existing utility poles, pipes, wires, cables, signs anon, utilities including services
be laid to minimum distance )went 24^ inches between the
in accordance with the utilityowner requirements during water line installation radio and street
q g g %
etc. shall provide a vertical of -four potable
P Y ( )
construction.
water main and all other utilities. NCDOT requires the e storm
new water mains to be installed under the o m
S.
Prior to the Commencement of any work within established utility easements or NCDOT right-of-ways the
water lines. The potable water main shall be installed with twenty-four (24") inches of vertical separation
Utility Contractor is required to have a signed NCDO'F encroachment agreement posted on site and notify all
f e place ,,,_.der o nn notable a line sanitary
and with ductile iron pipe when designed .o b_ .___d w i much as sa _ar water
PF under
concerned utility wul-aucea w accadau�e with GS. B ivc The Utility Contractor must call the NO One
Y p Y
sewer or storm sewer lines. If these separations coon w shall be
P of he maintained then the star main a
Call Center at 8to
installed with ductile iron pitor. Both the potable Ovate w line musr be cast r mom and the non -potable star I n
PP P
vor
erify
800 632-4949 to verify the location existingutilities nor to the beginning of construction.
( )
iron or ductile iron pipe DIP if the state minimum separations cannot be maintained The ductile iron
PP (DIP) P
P g g g
n
utilities shown m these plans are taken from maps furnished by various utility companies and hive no.
have no.
pipe must be laid so the mechanical joints are at least NO) feet from the point where the potable water
been physically located or verified by the P.E. (i.e. TELEPHONE CABLE, WATER, SEWER, ELECTRICAL POWER,
main crosses the non -potable water line.
FIBER OPTIC, NATURAL GAS, ETC.). The Utility Contractor will be responsible to repair any and all damages
G.
Potable water mains installed parallel to non -potable water lines (sanitary sewer, storm sewer, RCP, etc.)
to the satisfaction of the related utility company.
shall be laid to provide a minimum horizontal distance o ten 10' e between the potable water main f feet P ( P
T.
The UtilityContractor will be responsible for an and all repairs due to leakage damage from poor
and sanitary sewer mains, sewer laterals and services. The horizontal separation between the potable
workmanship during the one (1) year warranty period once the water system improvements have been
water main and any other utility or storm sewer shall not be less than five (5') feet. The potable water
accepted by Harnett County. Harnett County will provide maintenance and repairs when requested and bill
main must be ductile iron pipe if this horizontal separation t cannot be maintained. The p p p atmn of en (10) feet an
the Developer and/or Utility Contractor if necessary doe to lack of response within 49 hours of notification
ductile iron pipe shall extend at least ten HO') feet beyond the point where the minimum required
of warranty work. The Utility Contractor will be responsible for any and all repairs due to damages
horizontal separation of Len (IRE) feet can be re-established.
resulting from failure to locate the new water lines and associated appurtenances for other utilities and
H.
Meter setters shall be installed in pairs on every other lot line where possible to leave adequate space for
their contractors until the water lines have been approved by NCDENR and accepted by HCDPU. The final
other utilities to be installed at a later time. The meter setters shall be installed at least one (l') foot
inspection of water system improvements cannot be scheduled with HCDPU until the streets have been
inside the right-of-way and at least three (3') to five (5') feet from the property line between the lots.
paved, the rights -of -way and utility easements have been seeded and stabilized with an
P , g Y Y h adequate stand of
L
HCDPU requires that meter boxes for %" services shall be He wide x 17" long ABS plastic boxes at least
grass in place to prevent erosion issues on siteIS-.
in height with cast iron lids/covers. Meter boxes for 1" services shall 1T' wide x 21" long ABS
U.
The Engineer of Record is responsible to insure Chat construction is at all times in compliance w
g P p with
plastic in height with plastic lids and cast iron flip covers in the center the lids.
covers
plastic boxes al least 18"services
accepted sanitary engineering radices and approved laps and specifications No field changes to the
es
p Y g g P P P g h
height
Meter boxes for 2" services shall be 20" wide x 32" long ABS plastic boxes at least 20" in height with
to
approved plans are allowed without prior written approval by HCDPU. A copy of each engineer's field report
plastic lids and cast iron flip covers in the center of the lids
is to be submitted to HCDPU as each such inspection is made on system improvements or testing is
J.
The Utility Contractor will install polyethylene SDR-9 water service lines that cross under the pavement
performed by the contractor. Water and sewer infrastructure must pass all tests required by HCDPU
inside a schedule 40 PVC conduit to allow for removal and replacement in the future. Two (2) independent
specifications and those of all applicable regulatory agencies. These tests include, but are not limited to:
S' water service lines may be installed inside one (1) - two (2") inch schedule 40 PVC conduit or two (2)
air test, vacuum lest, mandrel Lest, visual Lest, pressure test, bacteriological lest, etc. A HCDPU Inspector
must be present during testing and all Lest results shall be submitted to HCDPU. All tests must be
independent 1" water service lines may be installed inside one (1) -three (7) inch schedule 40 PVC
satisfied before the final inspection will be scheduled with the HCDPU Inspector. The Engineer o[ Record
conduit, but each water service shall be tapped directly to the water main. Split services are not allowed
must request in writing to schedule the final inspection once all construction is complete. The Developers
by HCDPU.
K.
The water main(s), fire hydrants, gate valves, service lines, meter setters and associated appurtenances
Engineer of Record and the HCDPU Utility Construction Inspector shall prepare a written punch list of any
defects or deficiencies noted duringthe final inspection, should an exist. Upon completion of the punch
P P
must be rated for 200 psi and hydrostatically pressure tested to 200 psi The hydrostatic pressure test s
P Y Y P P Y P O
lisle The Developer's Engineer of Record will schedule another inspection. In the event Lhe number of
must no witnessed by the HCDPU Utility Construction Inspector The Utility Contractor must notify HCDPU
inspections performed by the HCDPU exceeds two, additional fees may be accessed to the Developer
they they are ready to begin filling in lines and coordinate with Harnett County to witness all pressure
testing.
UTILITY SERVICE NOTES:
WATER SERVICE
CONTRACTOR TO PROVIDE AND INSTALL A 1" WATER SERVICE GENERAL C E L 0 E E
LINE FROM EXISTING MAIN TO BUILDING PER MUNICIPAL REQUIREMENTS,
CONTACT: HARNETT COUNTY PUBLIC UTILITIES
TELEPHONE: [phone]
ELECTRIC SERVICE
"POWER CO." TO PROVIDE UNDERGROUND 120/208/3 PHASE SERVICE.
GENERAL CONTRACTOR TO PROVIDE AND INSTALL TWO 4" CONDUIT
E DA
W/ PULL WIRE TO UTILITY COMPANY POINT OF CONNECTION.
CONTACT: DUKE PROGRESS ENERGY
TELEPHONE: [phone]
TELEPHONE SERVICE
'TELEPHONE CO." TO PROVIDE NEW UNDERGROUND SERVICE. GENERAL
CONTRACTOR TO PROVIDE AND INSTALL A 4" DIA. PVC CONDUIT W/ PULL
WIRE FROM PHONE PANEL BOARD TO UTILITY COMPANY POINT OF
CONNECTION.
CONTACT: WINDSTREAM
TELEPHONE:
SANITARY SEWER
GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 4" SC 4 PV E L O SCHEDULE 0 C
FROM EXISTING SEWER TO LAST CLEAN OUT OUTSIDE OF BUILDING. (MIN.
1% SLOPE). PROVIDE CLEAN OUTS EVERY 75' (TYPICAL).
CONTACT: HARNETT COUNTY HEALTH DEPARTMENT
TELEPHONE: [phone]
NATURAL GAS
GENERAL CONTRACTOR TO COORDINATE WITH NATURAL GAS UTILITY FOR
SERVICE LINE TO PROPOSED BUILDING.
CONTACT: NOT AVAILABLE
TELEPHONE:
A ; aD OVER SS / I / ,� I o / FINISHED GRADE
O INV=445.15 q �/ 18' SQ. PLUG
O SS INV=443.7 N
rFl ; ;fir 1 xc " / { / / CAST IRON MANHOLE VALVE BOX Of BROS.
i�_cc LOCATION `rJ I 1I" AN CONDUIT / / V I IglB
N0. MH-VA-4 OR E0. FOR 4"-6" DIA. PIPE
I F H �' 1 °
(BACKFILL WITH / I /
� `o i
W R N MH-VA- F \ ` DE EY B OS. 0. 2 OR E . OR 8"
1 COMPACTABLE GRAVEL
I h
Q
i
8"
o
f ( /T w o DIA. PIPE
S.S. CLEANOUT
/ i
/ OT POURED ASPHALT JOINT
FRIM-448b CONC. COMPOUND
° INV=443.3
coLuaR
/
SEPTIC SYSTEM TI REPAIR AREA PVC FORGE M6CLEANOUT RISER MATERIAL AND DIA. TO
•+ - / / LINE
REFER TO SEPTIC PERMIT FOR
TANK MATCH THAT OF MAIN FOR I 60' 30' OR 45' SHORT BAD. ELBOW
SEPTIC SYSTEM REQUIREMENTS O I I w
CONTRACTOR TO VERIFY LOCATION, Ix PRESSURE / rn J
LENGTH AND ELEVATION OF PROPOSED EXISTING MANIFOLD\ m' / 07 4"PVC(SDR35)
SEPTIC DRAIN FIELD WITH THE COUNTY BUILDING - I / I S.S. LATERAL 0 / CONC. REST 6"
PR COMPACTED BACKFILL
HEALTH DEPARTMENT TOR p 1.0% MIN. SLOPE
TO CONSTRUCTION x -- we wL g / / / BLOCK -�
CONTROL CORNER i✓� �� ��1 / A, I l ,
\
N.
659, 74270
f1 > • MIN. � 2, 038, 88539 0 � `a � a I S.S. CLEANOUT IF CLEANOUT ® END OF LINE, INSTALL
Ixc l LOT 1 SEPTC; TANK I 1 RIM=448.0 ,: PLUG HERE
V o\\ 147,25 SF, / ir�y / / INV=443.1
PLAN
0 1.08 AC. ) aI afP I
Ir MWsFT l �1 SANITARY SEWER CLEANOUT
x� REPAIR AREA \ t ly / / C-g NOT TO SCALE
\\\\ 1
a i.4L7., " S W1 T
�1
o 1 i _ 3{ 'mac
'1------------ - "� -- {�� a �Y w
Z
GRAVEL I o N 89'27105" W 120.67' FiS
EXISTING \ �� w / i
/ I I L1(TIE) / 7 FIRE HYDRANT \ / NOTE:
- J (/ \ _ _ _ _� MODECLEAL 003533 SERIES -OUT TO BE EORP EQUAL
PE
oU ou oU-T" oU�-q' =-olr- _"'��"- �17""� 6U - OU- OU- OU-- DU- Oil- oU- DU- OU- OU- OU- OIL- Ou a INSTALLATION SHALL BE FLUSH WITH
=-B Ou �ll--- Ou oU-
I^„V, e vEF, .11 6G.
- W ._- W _-
w_- ti,� Wl w� W"
OU OU OIL- OF OU OLEOU OU- OF)- OIl-
/ SURROUNDING FLOOR SURFACES.
- - EDGE OF PAVEMENT - _ _ _ - - I -\
-� - - - - - - - -\
_7 F RCP INV,: "50.B0, mooFLUSH WITH
FLOOR LINE
- - - _ _ _ _ _ X - - -C)E,
---------------- ------
M`��W�W�W��r.��W�W W�W�W� D\O .
QGE11E 86 VFMFNT w -- W - " -_ w -
w-W_W�W--t�
ou- ou ou- CC-Ou- oU- GAT- Z v - ou ou ou JJJ Our—OF)-OU- OIL Du OUT—ou LOW
NC HIGHWAY 42
4
UTILITY NOTES:
1. THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CONTACT THE LOCAL MUNICIPALITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF WORK FOR
UTILITY LOCATING SERVICES. ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS ONLY AND HAVE BEEN COMPILED FROM THE LATEST AVAILABLE MAPPING,
THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE HARNETT COUNTY PUBLIC UTILITIES DEPARTMENT & HEALTH DEPARTMENT.
3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE HARNETT COUNTY PUBLIC UTILITIES DEPARTMENT AND HEALTH DEPARTMENT WITH REGARDS TO
MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
4, CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. A PRE -CONSTRUCTION MEETING
WITH THE VARIOUS BLIJtt COMPANIES IS REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY.
5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTOR 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
6. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH THE OWNER AND THE UTILITY COMPANY, ANY PLANNED INTERRUPTION
OF UTILITY SERVICE SHALL BE GIVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY AND THE OWNER.
7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILMES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY FOR
DIRECTIONS,
B. PRESSURE REDUCING VALVES WILL BE REQUIRED ON THE DOMESTIC WATERLINES FOR EACH BUILDING IF THE STATIC PRESSURE IN THE WATERMAIN
P PLANS.
EXCEEDS 80 PSI, SEE MECHAN CAL/LU M ING B E
9. ROUTES SHOWN FOR WATER SERVICES, ELECTRIC, SANITARY SEWER BUILDING LATERALS AND ROOF DRAIN PIPING ARE SUBJECT TO CHANCE.
10. THE CON
TRACTOR SHALL SAW CUT REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL
LL UNDERGROUND ELECTRIC TELEPHONE SEWER
AND WATER.
11. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS MEANS PRIOR TO BEGINNING ANY
EXCAVATION. TEST PITS SHALL BE DUG AT ALL LOCATIONS WHERE SEWERS CROSS EXISTING UHUTIES, AND THE HORIZONTAL AND VERTICAL LOCATIONS
THE CONTRACTOR H4 CONTACT OWNER T F ANY UNFORESEEN F F UTILITIES SHALL BE DETERMINED.0 S LL CO C OWE IN HE EVENT 0 U ORESEEN CONFLICTS BETWEEN EXISTING
0 HE U
AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.
12. THE CONTRACTOR SHALL INSURE THAT ALL UTILITY COMPANIES AND HARNETT COUNTY PUBLIC UTILITIES & HEALTH DEPARTMENT STANDARDS FOR
MATERIALS AND CONSTRUCTION METHODS ARE MET. THE CONTRACTOR SHALL PERFORM PROPER COORDINATION WITH THE RESPECTIVE UTILITY COMPANY,
THE CONTRACTOR SHALL COORDINATE WORK TO BE PERFORMED BY THE VARIOUS UTILITY COMPANIES AND SHALL PAY ALL FEES FOR CONNECTIONS,
DISCONNECTION, RELOCATIONS, INSPECTIONS, AND DEMOLITION.
13. THIS PLAN DETAILS PIPES UP TO 5' FROM THE BUILDING FACE. REFER TO THE BUILDING DRAWINGS FOR BUILDING CONNECTIONS, SUPPLY AND INSTALL
PIPE ADAPTERS AS NECESSARY,
14, ALL EXISTING PAVEMENT WHERE UTILITY PIPING IS TO BE INSTALLED SHALL BE SAW CUT AND REPLACED IN ACCORDANCE WITH THE PAVEMENT REPAIR
REQUIREMENTS OF THE HARNETT COUNTY PUBLIC UTILITIES, HEALTH DEPARTMENT AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
15. MAINTAIN MINIMUM 10'-0' HORIZONTAL SEPARATION BETWEEN ON -SITE SAN. SEWER AND DOMESTIC OR IRRIGATION WATER PIPING WHENEVER POSSIBLE.
PIPING R OVER SAN. SEWER PIPING MAINTAIN A MINIMUM 18" VERTICAL SEPARATION. WHERE SAN. SEWER PIPING MUST
WHERE WATER I G MUST CROSS E S
MINIMUM 24" P R OVER WATER PIPING MAINTAIN A U VERTICAL SEPARATION AND PROVIDE MIN. 4" THICK CONCRETE ENCASEMENT OR 4' CONTINUOUS
CROSS ,
CAST IRON PIPE SLEEVE ON WATER PIPING FOR A MINIMUM OF 10'-0" ON EACH SIDE OF THE SAN. SEWER CROSSING. WHERE PERMITTED BY LOCAL
CODE, DOMESTIC WATER AND SMJ. SEWER SERVICE PIPING MAY BE INSTALLED IN A COMMON TRENCH. TRENCH AND PIPING PLACEMENT SHALL COMPLY
WITH ALI GOVERNING CODES AND REGULATIONS.
REDUCED PRESSURE
1/4 TURN FULL PORT PRINCIPLE ASSEMBLY
BRONZE BALL SHUT-OFF
VALVE #1 SEE NOTE #2 CHECK VALVE #2 1/4 TURN FULL PORT BRONZE
BALL SH
CHECK VALVE #1 -7 7 NOTE #zUT-OFF VALVE #2 SEE
SLOPE GROUND AWAY FROM
COVER (TYP.)
EXTRA HEAVY DUTY CAST
IRON ADJUSTABLE SCORIATED
SECURED COVER
BRONZE TAPER THREAD PLUG WITH
COUNTER SUNK HEAD
LINE LENGTH TO SUIT
I FLOW 4" l
VARIABLE WIDTH PUBLIC R1W 2 2-WAY CLEAN OUT DETAIL
- NOT TO SCALE
OPTIONAL
I FLOW - I
TEST COCK #I-
(SEE NOTE #3) LOWEST POINT
OR RELIEF
VALVE OUTLET
N p
APPROVED RPZ ASSEMBLIES
3/4' ASSEMBLIES
CONBRACO
40-204-02
FESCO
81 825YA-BV
HERSEY
ERR II
RAINBIRD
RP-QT-075
WATTS
909 QT, 009M1 OF, 009M2 QT
\WILKINS 975XL J
3 RPZ BACKFLOW PREVENTER
C- NOT TO SCALE
SUPPORT AND PAD AS REQUIRED BY DESIGNER
(PAD IS OPTIONAL) 4" MINIMUM #67 WASHED
STONE
BACKFLOW PREVENTION NOTES
INSULATED
ENCLOSURE
WITH DRAIN
PORTS.
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS
PIPING, HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER
WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE
BETWEEN ANY WATER METER AND IT'S UTILITY DEPARTMENT REQUIRED
BACKFLOW PREVENTER.
2. EACH UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER ASSEMBLY IS
REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TO
PLACING THE WATER SYSTEM INTO SERVICE.
3. REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLIES SHALL
BE INSTALLED ABOVE -GROUND WITHIN INSULATED ENCLOSURE PER UTILITY
DEPARTMENT REQUIREMENTS (HEATED TO 40 DEG F MIN.). ENCLOSURE
TO INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER. SEE DETAIL.
TRIANGLE
D�
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
9
Raleigh, NC 2r60J
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NO 27609
919-459-2601
919-459-2604 fx
[e-mail]
i
REVISIONS:
�pprovad 5t rrr..r°aEer Perini4 6"Clit 4s
ConstructiQ an
accordance �TtTmese doclRnenisia
reQu1red by stormw eleP
permit.
It. Nor
th C aroln
rules require that the stormwater system designer
1ncpf during construction; certify conformity with the
pans and specs; and ce I r,
stQ;mwataf toles. (15A NCAC 2H .10080))It 2�
Permit # p Date1 �t ,
7� _ J
Sheet # __.Revision Da:eyE/f%L
LAYOUT COORD:
PLANNING MGR. C
DRAWING BY: MElL
DATE: 9/16/14
JOB NUMBER: 004087
TITLE:
UTILITY PLAN
SHEET NUMBER:
U )
COMMENTS: d

3" SF-9.5A PER DODGE STANDARDS
(2) 1.5" LIFTS
3" 119,OB PER ROBOT STANDARDS
10' COMPACTED AGGREGATE BASE
OR 5" B-25.08 PER NCDOT STANDARDS
FOR AREAS 6' WIDE OR LESS
COMPACTED SUB GRADE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
NCDOT PAVEMENT SECTION DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
SCALE NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE NOTES:
1, ALL LETTERS ARE TO BE PER THE LATEST EDITION OF THE MUTCD.
2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE
REFLECTORIZED LEGEND AND BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BUCK OPAQUE
LEGEND AND BORDER.
4_ FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BUCK OPAQUE
LEGEND AND BORDER, CONTRACTOR SHALL VERIFY FINE AMOUNT AND ORDINANCE NUMBER.
5. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE.
6, INSTALLED HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES. (MUTCD)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL, AT PROPER HEIGHT, IF AUGNED WITHIN 12" OF CENTER OF PARKING SPACE.
,... A
ACCESSIBLE'
MUTCD
R7-8P
12"x6"
RESERVED
PARKING
I'
MUTCD
R7-8
12"x18"
MAXIMUM
PENALTY 12"x9"
$250
a-31,a
HANDICAP SIGN
v A N
ACCESSIBLE
MUTCD
R7-8P
12"x6"
'':RESERVED'
PARKING
;
MUTCD
:L-/Q�
R7-8E
12"x26"
MAXIMUM
PENALTY
$250
Sp0* RAF
�k
PAVEMENT GENERAL NOTES:
STANDARD BOLLARD
6" CURB WITH H.C.
PARKING SPACE HEIGHT
1. DETAILS ARE DOLLAR GENERAL MINIMUM REQUIREMENTS AND MAY INCREASE WITH VARIOUS SOIL CONDITIONS. A
STRIPING PARKING SIGN
SLID MAX SLOPE CONCRETE
SLOPE
GEOTECHN?CAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE COMPLETED FOR EACH
AWAY FROM BUILDING
DEVE-OPMENT THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL PAVEMENT REQUIREMENTS.
1/8' PER FOOT
INCREASED RECOMMENDATIONS ARE TO BE USED
\'
O
2. ThE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
'CURB
lXT�
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND
HEIGHT
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
Ag/ p Pg12'
" lu ��.Ati �
M'`Nl
�
BOLLARD PAINTED
3. HEAVY DULY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE
g,
YELLOW
GEOTECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST BE
-
"
-
SLID MAX
SEALED WITH AN APPROVED SEALANT STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R (GUIDE
-.
Tp -
SLOPE
FOR nrgrp! AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
ACCESS AISLE
BOLLARD "
"
WITH H C.
PARKING SIGN
"e4O
4' CUR
HEIGHT
g:
3" ASPHALT WEARING COURSE
(2) 1.5" LIFTS
INDOOR SF-9.5A
6" CUR
HEIGHT
GENTLY WARP THE PARKING LOT (AS NEEDED)
UP TO THE ACCESSIBLE RAMP MAINTAIN A 4
CURB HEIGHT TO THE IMMEDIATE LEFT AND
RIGHT SIDE OF THE ACCESSABLE RAMP,
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
STANDARD DUTY ASPHALT DETAIL
SCALE. NOT TO SCALE MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
1.5" ASPHALT WEARING COURSE
NCDOT SF-9.5A
2.5" ASPHALT BINDER COURSE
NCDOT I-19.OB
8" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
HEAV`i DUT`IASPHALT DETATT
IL
SCALE: NOT TO SCALE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
REINFORCING AS RECOMMENDED
BY GEOTECHNICAL CONSULTANT
)
(RE: NOTE 3 ABOVE)
5" 4,000 PSI CONCRETE
4" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
STANDARD DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITIC:NI
REINFORCING AS RECOMMENDED
J
BY GEOTECHNICAL CONSULTANT
(RE: NOTE 3 ABOVE) :.
6" 4,000 PSI REINFORCED CONCRETE
AT DUMPSTER/LOADING AREA
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
HEAVY DUTY CONCRETE DETAIL
SCALE: NOT TO SCALE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
I PAVEMENT DETAILS
C - 7 NOT TO SCALE
HANDICAP PARKING, ACCESS
RAMP AND ACCESS AISLE DETAILS
NOT TO SCALE
SITE ACCESSIBILITY DETAIL NOTES
I. REFER TO SITE PLAN FOR EXACT LOCATION OF HANDICAP PARKING, WALKWAYS AND RAMPS.
2. ALL WALKWAYS, RAMPS, AND HANDICAP PARKING SIGNAGE, ETC. SHALL MEET APPROVED AMERICANS WITH DISABILITIES
ACT (ADA) STANDARDS AND LOCAL ACCESSIBILITY CODE.
3. ONE OUT OF EVERY SIX (6) ACCESSIBLE PARKING SPACES, BUT NOT LESS THAN ONE, IS REQUIRED TO BE VAN
ACCESSIBLE.
4. ALL CONCRETE ACCESSIBLE RAMPS (3000 PSI) SURFACES SHALL HAVE COLORED TOOLED/SERRATED SLIP RESISTAND
SURFACING AND/OR TACTILE WARNING DEVICE PER ADA STANDARDS AND LOCAL ACCESSABILITY CODE.
5. ALL CONCRETE ACCESSIBLE RAMPS SHALL BE COLOR IMPREGNATED TO PROVIDE VISUAL CONTRAST (DARK TO LIGHT)
WITH ADJOINING CONCRETE SURFACES (MINIMUM 70% COLOR CONTRAST).
6. THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBILE RAMPS SHALL BE AN INTEGRAL
(PERMANENT) PART OF THE CONCRETE AND SHALL NOT BE PAINTED ON OR CAPABLE OF FADING OR WEARING OFF.
7. FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACESSIBUTY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY
DIRECTION.
SEE ARCH PLANS
H.C. / SHOPPING CART RAMP TO BE
CENTERED ABOUT THE FRONT DOOR,
0
SIDEWALK
- Z
1:10 MAX. SLOPE 5'-0" -
5'-0 5'-
BULLARD WITH
HANDICAP
PARKING SIGN, AS
REQUIRED. 'n
BOLLARD
PAINTED YELLOW
9'-0" MIN 10'-0" 9'-0" MIN
4 HANDICAP PARKING DETAIL
C —7 NOT TO SCALE
STANDARD STATE APPROVED
HANDICAPPED SIGNAGE INSTALLED
ON A METAL COLUMN AT THE
PROPER HEIGHT REQUIRED.
PROVIDE ADDITIONAL SIGNAGE
AS REQUIRED PER REGULATIONS
BOLT SIGNS TO GALVANIZED METAL PIPE COLUMN
6" DIAMETER CONCRETE FILLED
STEEL PIPE BOLLARD, PAINTED YELLOW
d� A
I -
III
1LIII
i 6"
MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
STDC
�Cq��
COLORED TOOLED/SERRATED
SLIP RESISTANT SURFACING
AND/OR TACTILE WARNING
DEVICE AS REQUIRED BY
AMERICAN WITH DISABILITIES
ACT ACCESSIBILITY GUIDELINES
AND CODE REQUIREMENTS
1:10 MAX. SLOPE PAINTED YELLOW
BOLLARD WITH HANDICAP PARKING
SIGN, AS REQUIRED.
4" PAINTED STRIPES - HC BLUE
COLOR 0 24" O.C. AT 45 DEGREES.
4" PARKING SPACE STRIPE.
BLUE COLOR,
ALL HANDICAPPED RAMP AND ACCc� AISLES
SHALL MEET ALL CODES AND ANAG
REGULATIONS.
SURROUND AROUND PIPE COLUMN
1 3/8'
I �
REENSTREAK PAVING CAP SEAL
ROLEE #610 - SEE SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
TYPICAL EXPANSION JOINT
5 CONCRETE JOINTS
C -7 Nor TO SCALE
6_0"
0 0
PLAN
CONTRACTOR TO COORDINATE
EXACT REBAR HOLE SIZES
AND LOCATIONS WITH WHEEL
STOP MANUFACTURER.
g WHEEL STOP
C —7 NOT TO SCALE
SEALANT
5X6 - 107
4" CON
COMPACTED SUBGRADE
(REFER TO GEOTECHNICAL
REPORT)
#4 CONTINUOUS `.
REBAR (TOP AND BOT
9'-0" (MIN) WIDE TURN -DOWN STYLE
CONCRETE SIDEWALK IN FRONT OF
BUILDING - SLOPE AWAY FROM
BUILDING.
NOTE: SEE SPECIFICATIONS FOR
SPACING REQUIREMENTS
TYPICAL CONTROL JOINT
42" TO FACE OF BUILDING
8"
ASPHALT PAVEMENT
7�� Y
" DIA. HOLE
LURRY--
3/4" - 1
18" #3 REBAR. ALL HOLE WITH S
MIX OF NON -SHRINK GROUT AFTER
REBAR INSTALLATION.
=
SEC110N
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6" FROM FACE OF
CONCRETE SIDEWALK
g SIDEWALK DETAIL
C-% NOT TO SCALE
'AVEMENT
1SPHALT PAVEMENT
COMPACTED STONE
BASE
COMPACTED SUB BASE
SAWCUT JOINT - FILL
WITH SELF LEVELING
ELASTOMERIC SEALANT
TRIANGLE
SITE DESIGN
�W
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drivc
Suite 203
Raleigh, NC 27609
[phone]
mIcwder@trianglesitedeSLEr corn
NC LICENSE �P-0619
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD:
MET_,
PLANNING MGR.
A1EL
DRAWING BY:
+TACT_
DATE:
6,' I
JOB NUMBER:
004087
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C
COMMENTS:

B
2 1/4" (TYR)
6" DIA,
STL CONC,
FILLED
GATE POST
FRAME AND CROSS
BRACE
METAL GATE FENCING
GATE HINGE
GATE POST DETAIL
6' DIA. STL CONC.
FILLED GATE POST
BOLLARDS
BOLLARDS
A
d a L-A
DOUBLE DUMPSTER LAYOUT DETAIL
CON�PAD
DUTY CONCRETE)
4" PRE -CAST
CAP
BLOCK DUMPSTER
- - - - -_-- SCREEN WALL
-. #5'S AT 32"
ON CENTER
VERTICALLY.
8" BLOCK TO
-- MATCH BUILDING
ELEVATION REFER
CONCRETE SUB TO GRADING PLAN
NOTE,
FoorlNc TO U
MATCH BUILDING
SEE STRUCTURAL DWGS. (TYP. FTG.)
m3 J HANDLE
SECTION B-B - CATE
/ 1 \ DOUBLE DUMPSTER DETAILS
G —8 NOT TO SCALE
SECTION A -A - WALL SECTION
� 1/2" STEEL
DROP BARS
I" DIA. PVC
SLEEVES 6' LONG
EL HINGE
METAL :;ATE
6" DIA. STL CCNC.
FILLED GATE PCST
GATE HINGES
ANCHORED TO POST
AND FASTENED TO
DOOR BRACE.
6" DIA STL.
CONC. RLLED
GATE PEST
A
B
BACKFILL TO TOP OF CURB
12 6"
ASPHALT
PARKING LOT _
° a sT U
CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI IN 28. CONFIRM WITH
GEOGRAPHICAL LOCATION OF THIS PARTICULAR PROJECT.
2 CURB/GUTTER DETAIL
C - 8 NOT TO SCALE
8" BLOCK
NOTE:
SET BOLLARD INTO CONCRETE FOOTER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD,
CONCRETE WASH DOME - PROVIDE SMOOTH,
ROUND SURFACE
METAL DUMPSTER GATE
4" PIPE - CONCRETE FILLED, REFER TO
PLANS FOR SIZE AND LOCATION. PAINT —
OSHA SAFETY YELLOW.
SLOPE SURFACE AWAY FROM PIPE TO 1/2"
PRE -MOLDED EXPANSION JOINT (TYP.)
ASHPHALT (OR) CONIC. PAVING —�
6 STOP SIGN DETAIL
G— 8 NOT TO SCALE
r
I -
-III _---
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
/ 3 \ TYPICAL BOLLARD DETAIL
C— B NOT TO SCALE
NOTE:
1. WORDS AND ARROWS FOR DRIVEWAYS SHALL
BE APPLIED ACCORDING TO REQUIREMENTS
AS OUTLINED IN SECTION 3B OF THE
MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS
2. THESE WORDS AND ARROWS ARE TO BE
PAINTED REFLECTIVE WHITE.
PAVEMENT MARKINGS
NOT TO SCALE
2"x4" STRINGERS
TOP, CENTER, & BOTTOM 4"x4" POSTS 6'-0" TO 8'-0" O.C.
HINGE
1 "x4" x 5'-0" FENCING
7 WOOD SCREEN FENCE
G -8 NOT TO SCALE
VOTE -
NO GATE IS REQUIRED FOR THIS
DEVELOPMENT DUE TO THE SHORT LENCTh
DF PROPOSED FENCING,
WOOD FENCE NOTES
1) ALL POST AND STRINGERS
SHALL BE OSMOSIS TREATED OR
PENTA TREATED PINE, TO BE
APPROVED BY ENGINEER.
2) ALL FENCE SIDING SHALL BE
OSMOSIS TREATED OR PENTA TREATED
PINE, TO BE APPROVED BY ENGINEER
3) ALL METAL FASTENERS SUCH AS
BOLTS, NAILS, HINGES, HASPS,
AND ETC. SHALL BE HOT DIPPED
GALVANIZED,
4) FENCE DIRECTION AS NOTED ON
PUNS OR AS DIRECTED BY OWNER.
5) SPLICE STRINGERS AT POSTS ONLY.
r TRH`
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowderCtrianglesitedesign.com
NC LICENSE #P-0619
SEAL:
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
gbarnes@vanguardpg com
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
LrlEi.
DATE:
9/16;14
JOB NUMBER:
00401
TITLE:
CONSTRUCTION
DETAILS
_
SHEET NUMBER:
C-8
COMMENTS:

of CLASS 1 RIP RAP (SEE SECTION THIRD BASIN BELOW)
MAINTEM/ VICE
,;N5PCCT INLET PROTECTON ONCE A WEEK
AND AFTER EERY RAINFALL. R� /
W /
UAM�IAT IM NT FROM EDEL YREMO✓ESED E 0M
lHE ROW AREA AND REPA/R THE
0/%ERSION REPAIR HE CHANNEL UN/NG RIP RAP HEADWALL
AS NECESSARY PER THE
TION
�PECU F9ENTS C ECK OUTLETS AN0 _�semN//llllllll!l,'I il� 53W O��H GHED TM MINIMUM
0'" THICK
MAKE /MELY REPAIRS AS NEEDED TO I enz sroaAc A Z
A10/D 0.'THAT47,01V WHEN THE E
AREA ABO/F EYE lllt PROTECTION /5
�SFMANEI T Y STAB/[ PP 0 PEMOVE THE
.'RO,ECTION AND F/L AND STAB✓COPF THE
CHANNEL TO BLEND WlTfi %HE NATURAL o
SURFACE �` PERSPECTIVE VIEW
NO SCALE TOP OF SILT FENCE
MUST BE AT LEAST 1'
SEDIMENT STORAGE ABOVE THE TOP OF
AREAS TC BE DISTURBED RIP RAP THE WASHED STONE
(CUT, FILL, ETC FLOOD STORAGE ZONE HEADWALL
2 -u
INVERT NATURAL GROUND 1
Qw ��
151 _ 3 ____-_ __
FLOW
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH I -1- -
`#'5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN FILTER AND CULVERT PIPE
GENERAL NOTES:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC
WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A
PUBLIC STREET.
2. STONE TO BE 2"-3" WASHED STONE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT FLOW
ONTO PUBLIC STREETS OR EXISTING PAVEMENT THIS MAY RE UIRE P RI T P
STEEL FENCE PD
WIRE FENCE
HARDWARE CLOTH
NOTES:
I. REMOVE SEDIMENT
Q E ODC 0 DRESSING WITH ADDITIONAL i x 'vU n' '` r t T �T FILTER OF #57 - FILTER OF 57
J < S
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. \Y �`< FIT AG ,� �� /:• WHEN HALF OF STONE i #
y F E ti<T.� r% % WASHED STONE a Ts, WASHED STONE
P �`z' r. OUT VER 4. ALL SEDIMENT SPILLED, DROPPED WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY ^;'* Y .>%< LET S CO ED ED ED TWH n > ;, r A ru '�>y .., , x
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN '"'r\t�.r >> ,xj� 2, REPLACE STONE AS „ °IT,';d * 3' FILTER FABRIC
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN _< >y a�F<'E; .,�`> ��'✓ ''T� - NEEDED TO ENSURE '� " `£"%
xj�'vnC �x �':P to vac< �'mo," �ON GROUND
APPROVED SEDIMENT BASIN, DEWATERING.
5. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL. a y.. } •/`- 'F Sbc 'Y ,-cif%S'
6. ENTRANCE SHALL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER. PUMP DISCHARGE HOSE ` < " ^�
100 MIN
12 IN MIN.
BURY WIRE FENCE AND HARDWARE CLOTH BOTTOM OF WIRE FENCE AND
PUBLIC STREET MULCH, LEAF/WOOD COMPOST, FILTER FABRIC BURIED B"
PLAN VIEW WOODCHIPS, SAND, OR STRAW BALES
RAp VERTICALLY AND 4" HORIZONTALLY
r �,< f
�x r
X
K>:
EXISTING GROUND -I z ,N 91 ° JII HL-I "
_U1 L. -
MAINTENANCE
ST
SLOPE
SECTION VIEW IN EXCAVATED TRENCH
11
;I E J SOIL STABILIZATION FABRIC
CNSPECTCONSTRUCTIONENTRANCE
FLOW >c�; 'y,..nk.��,-x '^ �„ '�Yi xT%`%E
-' `T,
5%MAX.
,avNTA'ANCENarzs
,T- UNDER WASHED STONE
PER/ODICACLY FOR CONDITION OF
J' 1 K-j;fi', F'P xk-X J <}r'a %E
A RISER OU7LE7S SHALL BE INSPECTED Br Bff EIIANCNaY RESPONSIBLE PARTY OR HIS ACan IMMOAMY
SURFACE. TOP -DRESS WITH NEW
p ��� 5 , c ,T .i, . �s x
AFFER EACH RNNFALL AND AT LEA57 B4/LY OUR/NC PROLONCE'0 RUNFALL ANY REPAIRS NEEDED SHALL BE M40E
4' MIN. -I ,SILT FENCE
GRAVEL AS NEEDED.
q
_
/MMEdA7EZY.
NO $SALE FRONT VI W
�� STEEL FENCE POST BURY WIRE FENCE,
/ g \ HORSESHOE INLET PROTECTION MN MAX Ma ART FILTER FABRIC'
AND HARDWARE
�C-9 NOT TO SCALE 3 SILT FENCE OUTLET ceouND aorH IN TRENCH
� C-9 NOT TO SCALE
®. e- c
s
MACNTENANCE O
PE41ODICALL CvfCY THL �DEO -
SZ6PES FOP P S,9N0 WA<HFS FILL
AREAS 5LIGHTLYA OV ME
I SECV VfS 4M7 �. OPI„INA� GRAI., _
Mb!(CH' AS SOON AS P0,PPIPF .-
USE DOZER TRACKS TO CREATE GROOVES -
P PENDICULAR TO THE 5_OPE. GROOVES
II,- CATC-I SEED EPTLIZER, MULCH,
R INFALL AND 9_CRES-E SEDIMENT IN
RJNOFF
MINIMUM 10
GAUGE LINE WIRES
z
ry
-I ICI-UI!-a 111-I IIL_II .I ,I ilti I-,�- 'n- 1�14111 L 4,IK IY'llr_
2 7HE STONE SHALL BE REPLACED PR0MPRYAETER ANY EVENT THAT HAS CILtiCEO OR REMOVED IT.
FILTER BAG
CONSTRUCTION SPECIFICATIONS ELEVATION 8 IN MIN. J SEDIMENT DEPoSBS SHOULD BE REMOVED WHEN OEPoS/A RUCK HALF THE HEIGHT OF THE 844R1ER. ANY
1. IGHTLY SEAL SLEEVE AROUND THE PUMP DISCHARGE HOSE WITH A STRAP OR SIMILAR DEVICE. SEDIMENT DEPOSITS REA(4LNIM0 /N PLACE AFTER THE SILT EENCE OU71E7/S REMOVCO SHALL BE ORESSED TO
PREPARED AN0 SEEDED.
2. PUCE FILTER 70 OF 71577NG CR40C
L1ER BAG ON SUITABLE BASE (E.G., MULCH, IFAF/WOOD COMPOST, WOODCNIPS, SAND, OR STRAW BALES) LOCATED DNA '
LEVEL OR 5% MAXIMUM SLOPING SURFACE. DISCHARGE TO A STABILIZED AREA. EXTEND SASE A MINIMUM OF 12 INCHES FROM EDGES
OF BAG.
3. CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE FILTER BAG IN ACCORDANCE WITH THE MANUFACTURER 'N UMIZ P
RECOMMENDATIONS. AS THE BAG FILLS WITH SEDIMENT, REDUCE PUMPING RATE. INSPECT TEMPORr7RY 01NV?XN DITCH NOTES:
4. REMOVE AND PROPERLY DISPOSE OF FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS OR AFTER BAG HAS REACHED ONCE A WEAK AND AFTER EVERY 1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
m CAPACITY, WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT FROM THE BAG IN AN APPROVED UPLAND AREA AND RAINFALL /MMSDATRYREMOVE SEDIMENT CONTROL MEASURE OR BMP.
d STABILIZE WITH SEED AND MULCH BY THE END OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH THE BAG TO ORIGINAL SEDIMENT FROM ONE ROW AREA AND 2 SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
CONDITION UPON REMOVAL OF THE DEVICE. REPAIR THE LIVERS/ON REPA/R THE 3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY
5. USE NONWOVEN GEOTEXTLE WITH DOUBLE STITCHED SEAMS USING HIGH STRENGTH THREAD. SIZE SLEEVE TO ACCOMMODATE A CAMAIVEL LINING AS NECESSARY PER FILL.
MAXIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE BAG MUST BE MANUFACTURED FROM A NONWOVEN GEOTEXTILE IHF MANUFACNRERS /NSTALLAI/ON q STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH SAC,
rr 5. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS, TEARS, OR PUNCTURES. DURING OPERATOR! KEEP CONNEC➢ON BETWEEN PUMP RfOU/REMENTS. CHECK OU22 IS AND ARID OR EROSION CONTROL NETTING.
CONSTRUCTION CTION ENTRANCE HOSE AND FILTER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES DISPLACED. MAKE BMQYRMA/R5 AS NEEDED TO /
4 AYB9 CULLY FORAM77ON WHEN THE
AREA ABODE 7HE 7EMPoR4PY DIAERS/ON WASTE MATERIAL -COMPACT, L
C-9 NOT To SCALE 11 FILTER BAG INCH/SPERMANENTLr5TAB1LIZED, -F SEED & MULCH AFTER �2 MIN
NOTE' C-9 NOT TO SCALE 5TA8UOF THE REMOVE THE CHANNEL TOafmo AND RDL NW7M " /LE SCOpF FFF--- vARCONSTRUCTION OF DITCH
USE SILT FENCE ONLY WHEN DRAINAGE THE N4ruR4L suREAcf �2 - 10' 12"
6'-0" MAXIMUM AREA DOES NOT EXCEED 1/4 ACRE AND 1 =�
SILT FENCE FABRIC
r U 1` INSTALLED TO SECOND 4'✓k S ' Nf
fh
II I t WIRE FROM TOP
dl
.y I
I
FRONT VIEW
:. MAINTENANCE NOTE5:
- FIL ER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY i
P; RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH a
NEVER IN AREAS OF CONCENTRATED
FLOW.
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
- IjJ =,--
T#"
f ov"R2�
-
-
REMOVE SEDIMENT DEPOSITED AS NEEDED
Date Type Planting Rate
12
-,
- II `_';I
TO PROVIDE STORAGE VOLUME FOR THE
March - Oct. Browntop Millet 40 Ibs/acre
NEXT RAIN AND TO REMOVE PRESSURE
Nov. - Feb. Winter Rye 120 Ibs/acre
ON THE SILT FENCE.
CROSS SECTIONAL VIEW
MINIMUM 12-1/2 GAUGE
SEEDING SPECIFICATIONS/SCHEDULE
��
( 2 1 TEMPORARY DIVERSION DITCH
:GRADE
INTERMEDIATE WIRES
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
C-9 NOT TO SCALE
Date Type Planting Rate
STEEL POST
Aug IS - Nov 1 Tall Fescue 300 Its acre
all
WOVEN WIRE FABRIC
Nov I - Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre
Mar 1 - Apr 15 Tall Fescue 300 as/acre
SEEDBED PREPARATION:
Apr 14 -Jun 30 Hulled Common Bermuda Grass 25 Ibs/acre
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE,
SILT FENCE FABRIC
Jul 1 - Aug 15 Tall Fescue & Browntop Millet 240 Ibs/acre-Tall Fescue:
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP,
or Sorghum -Sudan Hybrids 35 Its/acre Browntop Millet
30 Ibs/ocre Sorghum -Sudan Hybrids
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
N
FILL SLOPE
3
FOR SHOULDERS, SIDE DITCHES, SLOPES 3:1 - 2:1
( I
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEEDING MIXTURE),
f
Date Type Planting Rate
TTE-' _ RAINFALL AND AT [FAST GAILY DURING PROLONGED RA/NFALL.
Mar 1 - Jun 1
Sericea Lespedeza (scarified) &
50 Ibs/acre (Serica Lespedeza)
5.
CONTINUE TILLAGE UNITL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
ANY ITS NEEDED SHALL BE M40E IMMEDIATELY.
GRADE
Mar 1 - Apr 15
use the following combinations:
Add Tall Fescue
240 Ibs/acre
6.
SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
STRAW BALE B!NDER WIRE 2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT
STAPLES
- -_
"-�12"
Mar 1 - Jun 30
Or add Julled Common
25 Ibs/acre
(2 PER BALE) THAT HAS CLOGGED OR REMOVED /L
MIN. ANCHOR
Bermuda Grass
7,
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
10 mil PLASTIC LINING
_:I
., SKIRT
Jun 1 - Sep 1
Toll Fescue. & Browntop Millet
240 Ibs/acre Tall Fescue
PLYWOOD
48"X24' J SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS
F
!- "�
or Sar hum -Sudan H bnds
9 X
35 Ibs acre Brownto Millet
l p
B.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
NATIVE MATERIAL BLACK LETTERS
(OPTIONAL) PAINTED WHITE 6' HEIGHT REACH 6INCHES ANY SEDIMENT DEPOSITS REMAINING IN
BOTTOM OF WIRE FENCE AND
�t`._
30 Ibs/acre Sorghum -Sudan Hybrids
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
PLACE AFTER THE SILT FENCE OUTLET lS REMOVED SHALL BE
DRESSED TO CONFORM TO THE EXISTING GRADE PREPARED
_
FILTER FABRIC BURIED 8"
Sep 1 - Mar 1
Sericea Lespedeza (Unhulled-
Unscarafied & Toll Fescue
70 Ibs/ocre Sericea Lespedeza
240 as/acre Tall Fescue
9.
CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTIUZATION AFTER PERMANENT COVER IS ESTABLISHED.
7
C-9
DEWATERING
!///
\
SLOPE TRACKING DETAIL'
WOOD OR
METAL STAKES
(2 PER BALE)
CONCRETE WASH AREA NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED
SECTION B-B
NOT TO SCALE
10' MINIMUM
36'
'I= €
CONCRETE
WASHOUT
AND SEEDED.
LAG SCREWS
5 SILT FENCE
WOOD POST C - 9 NOT TO SCALE
3.5"X3.5'X8'
LIT
- VERTICALLY AND 4 HORIZONTALLY Nov 1 - Mar 1 Add Abruzzi Rye 25 Ibs/acre
IN EXCAVATED TRENCH
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
SIDE VIEW AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
••• TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
TEMPORARY COVER TO GROW MORE THAN 12" IN HEIGHT BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
SEEDING MIXTURE:
2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
1,000 LBS/ACRE - 10-10-10
500 LBS/ACRE - 20% ANALYSIS
2 TONS/ACRE -SMALL GRAIN STRAW
ASPHALT EMULSION AT 400 GALS/ACRE
NOT TO SCALE
/-CONCRETE BLOCK
AGRICULTURE LIMESTONE:
FERTILIZER:
SUPERPHOSPHATE:
MULCH:
ANCHOR:
-III[= E
IN THE FIELD.
1
*"^` -- 2. A CONCRETE WASHOUT SIGN SHALL
BE INSTALLED WITHIN 30' OF THE
va. -""�� TEMPORARY CONCRETE WASHOUT
FACILITY. B
�- �.-'"• �� 3. MATERIALS USED TO CONSTRUCT
'-� TEMPORARY CONCRETE WASHOUT
FACILITIES SHALL BE REMOVED FROM
--�- THE SITE OF THE WORK AND VARIES
DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER
GROUND DISTURBANCE CAUSED BY
21 SLOPE, GRAVEL FILTER THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES
SHALL BE BACKFILLED, REPAIRED,
WIRE SCREEN AND STABILIZED TO PREVENT
TEMPORARY SEDIMENT POOL EROSION,
if
11
1�
36'
B � CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
�I �2„
8"
12" DIA
STEEL WIRE
DEWATERING
10 mil PLASTIC LINING
STAPLE
STRAW BALE DETAIL
16"MIN"Er
,
x
FIR,'
1G
PLAN
NOT TO SCALE
TYP
( )
2'MAX,e,
C -
A.: i„'ce ltA.�:.
„= L L r=
coNs RucnoN SPECIFICATIONS
10
CONCRETE WASH AREA
1, LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS
I
SEDIMENT
I
SIDE ON THE BOTTOM ROW TO ALLOW POOL DRAINAGE THE
\ 1.-9 /
NOT TO SCALE
FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCH BELOW
THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF
THE BLOCK AGAINST THE EDGE OF THE STORM DRAIN FOR
LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
MAINTENANCE 5POPOTGOARONS OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK
OPENINGS.
OFINCH AS 6OROTf RAINFALL EVENT CLEAR THE MESH WIROW 2 CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS TAKE CARE NOT TO DAMAGE OR WITH 1/2-INCH OPENING OVER ALL BLOCK OPENING TO HOLD
UNDERCU THE WIRE ME5H OURAIC SEDIMENT REMO'/AL REPS CE GRAVEL IN PLACE.
STONE AS NEEDED. 3. USE CLEAN GRAVEL,3/4-TO 1/2-INCH IN DIAMETER, PLACED
2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR
FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT #57
WASHED STONE IS RECOMMENDED.
1 TEMPORARY INLET PROTECTION
NOT TO SCALE
HUB END ON OUTLET B
END SECTIONS. SPIGOT
END ON INLET END .T NATURAL GRADE
SECTIONS.
E
1 2 RIP -RAP 2
D P
STEEL BACK ROD
4" 5 WA N SHEDS 0 E
AB
PLAN :' MIN. LAYER OF FILTER FABRIC
NOTES
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.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE
AREA TO BE PAVED OR RIP -RAPPED 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.
MAXIMUM TAPER TO RECEIVING CHANNEL 5.1.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL.
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
MAINTENANCE'
INSPECT RIP -RAP APRON AT REGULAR INTERVALS AS WELL AS
AFTER MAJOR RAINS AND MAKE REPAIRS PROMPTLY GLUE
SPECIAL ATTENTION TO /FIE POINT WHERE CONCENTRATED STORM
9 RIP -RAP APRON WATER FROM DRAINAGE PIPE SYSTEMS ENTER THE APRON
CAREFULLY CHECK 5TASIL17Y OF RIPRAPAND LOOK FOR
C-9 NOT TO SCALE 1NOIC47DONS OF P✓RIFN SCOUR HOLES, OR BANK FAILURES
MAKE REPAIRS IMMEDIATELY
Rip -Rap Aprori
DIMENSIONS
ENTRY WIDTH
3.8
FF
LENGTH
7.5
FT
EXIT WIDTH
8.8
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#2
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FT
EXIT WIDTH
8.8
FF
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Aprerl
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FT
EXIT WIDTH
8.8
FF
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#4
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FIF
IXIT WIDTH
8.8
FF
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#5
DIMENSIONS
ENTRY WIDTH
3.8
ET
LENGTH
7.5
FT
EXIT WIDTH
8.8
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
SEDIMENT BASIN REQUIREMENTS.
SEDIMENT BASINS AND TRAPS SHALL MEET THE FOLLOWING REQUIREMENTS:
A) OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDAW WATER FROM THE SURFACE.
B) FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1,0 ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE DIV19ON
OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE,
C) CHEMICAL TREATMENT:
1) ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER
STORM -RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT
SURFACE WATERS.
2) ALL TREATMENT CHEMICALS MUST BE USED IN ACCORDANCE WITH DOSING SPECIFICATIONS AND APPLICATION RATES
PROVIDED BY THE MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUALITY.
3) THE PERMITTER MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND
POSTED ON THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS ILOCCWLANT T" FOUND N THEIR
/ S LIST" 0 E
WEB SITE AT: http://portaLncdenr.org/web/wq/ws/su,
4) THE PERMITTED MUST ROUTE STORMWATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS
THROUGH SEDIMENT TRAPPING, FILTERING, AND/OR SETTLING DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT
FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.
Of DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLUTION CONTROL ACT
AND UTILIZE THE PROVISIONS OF SECTION 6.74 OF THE EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL TO
ASSURE THAT BUFFERS AND VEGETATED AREAS WILL BE USED TO REDUCE THE POTENTIAL FOR VISIBLE SILTATION OUTSIDE OF THE
25% BUFFER ZONE NEAREST THE LAND -DISTURBING ACTIVITY.
IPB1iAAINIV�
PVC TEE
END VIEW
ARM ASSEMBLY
PERSPECTIVE VIEW
PVC ELBOW
n WATER SURFACE
- PVC END CAP
PVC PIPE SCHEDULE 40
1/2-
DERSIIDE$ IN PVC PIPE
FLEXIBLE
FRONT VIEW
VENT
PIPE
SKIMMER CONTACT
INFORMATION
J.W. FAIRCLOTH & SONS, INC.
P.O. BOX 757
HILLSBOROUGH, NO 27278
919-732-1244
919-732-1266 FX
- "C" ENCLOSURE
WATER ENTRY UNIT
PVC TEE
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
SKIMMERS SHALL BE
FAIRCLOTH SKIMMERS
Skimmer Basin
SURFACE AREA REQUIRED
1,170
SF
SURFACE AREA PROVIDED
1,320
SF
VOLUME REQUIRED
1,800
CF
VOLUME PROVIDED
2,048
CIF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
60 x 22
FT
444.00
TOP OF DAM
68 x 30
FT
446.00
EMGY. SPILLWAY LENGTH
10
FT
444.50
BOTTOM OF BASIN
52 x 14
FT
442.00
SKIMMER SIZE
1.5
IN
SKIMMER ORIFICE DIAMETER
1 1.0
IN
SKIMMER ORIFICE RADIUS
0.5
IN
INFLOW
STRUCTURE
DEWATERING
ZONE -
FILTER FABRIC
DATA BLOCK
AREA
SURFACE
SPILLWAY
CROSS-SECTION VIEW
SEDIMENT
STORAGE ZONE
I' FREED
6" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
BASIN
DRAINAGE
(ACRES)
DENUDED
ACRES)
Qo
BASIN
VOLUMEWEE
A A AREA
DEPTHN(FT.)
H/2
(FEET)
(FEET)
(FEET)
(FEET)
(FEET)
(CUBIC FT.)
(CUBIC FT.
S FT.
$Q ET.
BASIN
1.0
1.0
d6
1800
204E -
1170
1320
1.0
2.0
4.0
10
1.5
50
W=5' MIN.
EMBANKMENT
j T=1.5' MIN.
III EMERGENCY
SPILLWAY
ANTI -SEEP
COLLAR
[ENT
GENCY
WAY
REFER TO DETAILS NOTES:
SCHEDULE 40
FOR SKIMMER SIZE 1.
BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
COUPLING CONNECTION REQUIREMENTS
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
CONSTRUCTION SPECIFICATIONS:
2.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
STANDARD SKIMMER DETAIL
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL
3.
PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
TO THE DESIGNATED DISPOSAL AREA.
SUPPORT POST
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS WOODY VEGETATION ORGANIC MATTER AND OTHER
SUPPORT ROPE 4.
TO WIRE TO 24'" INTRO BOTTOM
BAFFLE SHALL BE 70D G M2 COIR EROSION BLANKET.
/
OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFT$ NOT TO EXCEED 9 INCHES. AND MACHINE COMPACT IT. OVER FILL THE
BAFFLE MAINTENANCE
PREVENT SAGGING OR SIDE STAKE TO 5.
SUPPORT WIRE
TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER
FENCE AND FABRIC
6.
INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
S
3. CONSTRUCT THE OUTLET SECTION IN THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE SOIL FROM
EACH R4/NFALL. MAKE ANY REQUIRED REPAIRS
BURIED IN TRENCH
PIPING BY USING FILTER FABRIC OR KEYWAY CUTOFF TRENCH BETWEEN THE RIP -RAP STRUCTURE AND SOIL
IMMEDIATELY
r--STEEL POST
- PLACE THE FILTER FABRIC BETWEEN THE RIP -RAP AND THE SOIL, EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND
SIDES TO THE TOP OF THE DAM; OR
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES
6"X6' TRENCH
�I , yw,
�' �I I''•
- EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF
SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
BACKFILLED AND
1
Ij�df!{I,�I��1��
r °�, .� T'IIL Y
��_
THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SIDE SLOPES.
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT
COMPACTED
i�
- _ - - _ ----_ __� _� _
4. CLEAR THE POND AREA BELOW THE ELEVATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT.
PROMPTLY.
COIR MESH OR SIMILAR, STAPLED OR
_ _
_�-_' - =_-
5. ALL CUT AND FILL SLOPES SHOULD BE 2:1 OR FATTER.
TRENCHED INTO BOTTOM OR SIDE SECTION VIEW AT OPENING
_---
=
6. ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3 FEET AND A MAXIMUM SIDE
REMOVE SED/MENT DEPOSITS WHEN IT REACHES FlA F
L
_ _ _ _ =
- - - -- - - - - - -
SLOPE OF 1:1 THAT EXTENDS TO THE BOTTOM OF THE SPILLWAY SECTION.
FULL TO PROD/DE ADEQUATE STORAGE ✓OLUME FOR
CROSS SECTION
-_ _ -_ _ -_ -_ _- _ _ - _ _ _ _ __ - _ =
7. CONSTRUCT THE MINIMUM FINISHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2:I SIDE SLOPES EXTENDING TO
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
- - - -
THE TOP OF THE OVER FILLED EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A
BAFFLES TAKE CARE TO AVOID DAMAG/TUG THE
TO/T.
SKIMMER B4.S/N MAINTENANCE
_
--
MINIMUM OF 21 INCHES. THE WEIR MUST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
BAFFLES DURING C4AE
SEDIMENT DEPTH
INSPECT SKIMMER SEDIMENT Ei4SlN AT CEAS7 WEEKLY AN? AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDG4TEC Y.
_ _ _ - - - -_ = er T,
_ _ _ - _
8. MATERIAL USED IN THE STONE SECTION SHOULD BE A WELL -GRADED MIXTURE OF STONE WITH A D50 SIZE OF 9 INCHES (CLASS B
SHOULD NEVER EXCEED HALF THE DESIGNED
REAfOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE XIEICHT OF THE FIRST BAFFLE PULL
= - _ = -�'-3 '- _ _ =
CONTROL STONE IS RECOMMENDED) AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE
STORAGE DEPTH
THE SKIMMER TO ONE SIDE SO T1147 THE SEDIMENT UNO£RNFATH IT CAN BE EXCAVATED EXCAVATE THE SEDIMENT FROM THE ENTIRE &1SlN, NOT ✓UST AROUND
_ _ _ _ __ --= _ _ _ -i
IA
SMALLER STONES WORKED INTO THE VOIDS OF THE LARGER STONES. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING /N THE BOTTOM OF THE 645IN DOES NOT HOLD 012W1 THE SKIMMER
_ _ _
_ _
WEATHER -RESISTANT.
AFTER THE CON791BU71NG DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED, REMOVE ADS BAFFLE
9DISCHARGE INLET WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION, USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
,
-
MATERIALS AND UNSTABLE SEDIMENT DEPoS/75,
REPAIR THE BAFFLES IF THEY ARE DAMAGED RE -ANCHOR THE BAFFLES IF WAT R lS FLOWINC UND UNDERNEATH OR AROUND THEM
E
OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
BRING THE AREA TO GRADE, AND STABILIZE IT.
10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE
/F THE SKIMMER 15' CLOGGED WITH TRASH AND THERE lS WATER IN THE 9ASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP ANO DOWN AND
INLET ZONE 1sl Cell 2ntl Cell OUTLET ZONE
CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING STREAM KEEP THE EDGES OF THE STONE I
0/2006E THE DEBRIS AND RESTORE FZOW, lF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN ANO REMOVE THE DEBRIS ALSO
25% of 25% of basin 25% of basin 25% of
OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND, AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM.
CHECK THE ORIFICE INSUC THE SKIMMER TO SEE IF IT lS CLOGGED,/F 50 REMOVE THE DEBRIS.
basin surface area surface area surface crop basin surface area
11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE
EMBANKMENT,
IF THE SKIMMER ARM OR BARREL PIPE lS CLOGGED, THE 0RIRCE CAN BE REMOVED AND THE OBSTRUCTION CCFARED W/7H A PLUMBERS SNAKE OR BY FLUSHING
12. STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY
WITH WATER BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER
PLAN VIEW
AFTER CONSTRUCTION. '..
13. SHOW THE DISTANCE FROM THE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL G THE DESIGN DEPTH) ON THE PLANS
CHECK THE FABRIC CINEO SPILLWAY FOR DAMAGE AND MAKE ANY REOUIREO REPAIRS WITH FABRIC THAT SPANS THE FULL WON OF THE SPILLWAY. CHECK THE
AND MARK IT IN THE FIELD.
1 SKIMMER BASINS
EM&WKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
14, INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES. j
IMMEDIATELY REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL Al
C-9 NOT TO SCALE
EREEZING WEATHER CAN RESULT /N ICE FORMING /N THE 84SIN SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH lC£
J
6' !
�TRIANGLF�.
SI T E DE..IL
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619 {
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OWNER/DEVELOPER: {
GLANDON FOREST EQUITY, LLC
3900 Merton Drive !
Suite 210 j
Raleigh, NC 27609
919-459-2601
919-459-2604 fx i
gbarnes(@vanguardpg,corn
REVISIONS:
LAYOUT COORD: NIEL
PLANNING MGR. MF1,
DRAWING BY: MEL
DATE: 91/16/ 14
JOB NUMBER: 004067
TITLE:
EROSION CONTROL
DETA LS
SHEET NUMBER:
U9
COMMENTS:

PVFr eene ,
Potential Drc Lem:
How I will renrediate the problem
.The entire ME
Trash/debris is present
Remove the trash/debris
The perimeter of the bio-relenCion cell
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed
remove the gully, and then plant
aground cover and water until it
1
is established. Provide lime and
a one-time fertilizer application
Maintain vegetation of a height
of approximately six inches.
The Inlet device- pipe, stone verge or The pipe Is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
Replace the pipe.
The pipe is cracked or
otherwise dame ed
Erosion is occurring In the
Regrade the swale If necessary
swale
to smooth It over and provide
erosion control devices such as
reinforced turf matting or riprop
to avoid future problems with
I
erosion.
stone is clogged or covered
Remove sediment and clogged stone
In sedln-ent
and replace with clean stone.
Thep Leatment are,
Flow is oyrosIeng pretreatment
Re -grade if necessary to route all
area and/or gullies have formed
flow to the pretreament area.
Res(abilize the area after grading.
Sediment has accumulated to a
Search for the source of the sediment
depth greater than three Inches
and remedy the problem If possible.
Remove the sediment and restobilize the
pretreatment area.
Erosion has secured
Provide additional erosion protection
such as reinforced turf matting or
I
rip-rop if needed to prevent future
erosion problems.
Weeds are present.
Remove the weeds, preferably by
here.
�re a rcertorr cell- Best professional practices Prune according to best
r gets on show that pruning is needed professional practices
maintain optmal D'ont
ecith.
iLr
ants -:e dead diseased o• the source of the
(Determine
sting, problem sells, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
establish the ground cover if a
soil test indicates it is necessar .
-red stoves wires ore present six Remove tree stakes wires which can
months after planting. kill the tree if not removed)
f_-
Ire so -retention cell Mulch is breaking down or has Sea,, mulch If there are only random void
,soils and mulch floated away. areos. Replace whole mulch layer if
necessary. Remove the remaining
mulch and replace with triple
stressed hard wood mulch at
a maximum depth of three inches.
Sods and/or mulch ore cloaaed :Determine the extend of the clogging.
with sedFnenl Remove and replace either just the
top layers or the entire media as needed.
Dispose of the spoil in on appropriate
off -site location. Use triple shredded
hard wood mulch of a maximum depth of
three inches. Search for the source
of the sediment and remedy the
problem if possible.
An annual soil test shows that pH has Dolomitic lime shall be applied as
dropped or heavy metals hove accumulated recommended per the soil test and
in the soil media (axle soils shall be removed, disposed
of properly and replaced with new
planting material.
The underdrain system
Clogging has occurred.
Wash out the underdrain system
The drop inlet
Clogging has occured
Clean out the drop inlet. Dispose of the
sediment off -site.
The drop inlet is damaged.
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
Contact the local NO Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at
L
919-733-1786.
BIO-RETENTION SOIL MIXTURE
GEM PERCENT BY VOLUME
MATERIAL
SAND
85%-88%
CONSTRUCTION SAND
FINES
i
8%-12%
SILT
ORGANIC MATTER
3%-5%
COMPOST/PEAT MOSS
PERMEABILITY
THE PERMEABILITY SHOULD FALL BETWEEN 1 AND 6 INCHES PER HOUR,
AND 1-2 INCHES PER HOUR IS PREFERRED.
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL ANALYSIS REPORT
FROM NCDA LAB)
GRASS SOD NOTE:
GRASS SOD SHALL BE EITHER HYBRID BERMUDA GRASS OR CENTIPEDE THAT HAS BEEN GROWN IN A SOIL
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY),
BIO-RETENTION SOIL MIXTURE:
Bio-Perenhon Soil Mixture (BSM): shall be placed and graded using low ground-contocf pressure equipment or by excavators and/or backhoes
on ground adjacent to the bio-retention facility No heavy equipment shall be used within the perimeter of the bio-retention
operating o e g ou dl y yp
facility before, rim or after the placement of the BSM. The BSM shall be laced in horizontal layers not to exceed 12 inches for the
ac y be o e, during, p p y
entire area of the bio-retention facility. The HEM shall be compacted by saturating the entire area of the bio-retention facility after each
lift of BSM is placed until water flows from the under -drain. Water for saturation shall be applied by spraying or sprinkling. An appropriate
n r device shall used to treat an edim nt-laden water discharged from the under -drain. If the SM becomes
sediment control de ce s a be s e B
9
in - rim hconstruction of the focilit the on minuted material shall be removed and replaced with uncontaminated material ❑ contarr at�d during the y, e c tou t t
h Administration. Final r in f the BSM shall beperformed alt r a 4-hour r settling period. Finalelevationsh II
no additional cost totegrading o e 2 u e g p od shall
he within 2 inches of elevations shown on the Contract Plans.
The Bio-retention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches.
No other materials or substances shall be mixed or dumped within the bio-retention area that may be harmful to plant growth, or prove a
hindrance to the planting or maintenance operations.
Prior to placing the under -drain and the BSM, the bottom of the excavation shall be roto-tilled to a minimum depth of 6 inches to alleviate
any compaction of the facility bottom. Any substitute method for rolo-tilling must be approved by the Engineer prior to use. Any ponded
water shell be removed from the bottom of the facility and the soil sholl be friable before rolo-tilling.
Once the BSM has been placed the entire go -retention area shall be sodded with grass that has been grown in sandy soils or that has the
roots washed clean of any clay or other materials that could clog the function of the bio-retention system.
OPERATION AND MAINTENANCE
North Caroline storm water rules require annual inspections by the regulating agency of bio-retention areas as a minimum. More frequent
Inspections by the land owner or system operator are strongly encouraged to ensure the proper operation of bio-retention areas.
A Rainfall Event
1. Inspect the basin after every runoff -producing rainfall event-
no- B s e Ir cti n o, o
P
1. Inspect the basin month)
Check top DIo re,en(n soon area sIapes,- remove fresh and repair eroded areas before
the next rainfall event.
3 Check the vegetative and rock filters for sediment accumulation, erosion and proper operation of the flow spreader
mechanism and r air as necessary. repair
C Ouorterly Inspection
1. Inspect the collection system (i.e. catch basin, pipes and grass swales) for proper functioning. Clear accumulated trash from
busin grates ans begin bottoms Check p ping for obstructions
2. Check pond Inlet pipes for undercutting, replace rip -rap and repair broken pipes.
3. Reseed grossed awaits, including the vegetated filter if applicable, twice a year as necessary. Repair eroded areas
immediately.
D. Six Month Inspection
1. Remove accumulated sediment from the bottom of the outlet structure or other areas where accumulated sediment is noted.
2. Inspect the embankment taking note of any wet areas where water may be seeping through the soil.
E. General Inspection
L Maximum gross height is to be bin.
S
9 9
2. No wood vegetation shall be allowed to row in the bin -retention area.
Y 9 9
3. Debris shall be removed from blockingthe inlet and outlet structures and from areas of potential clogging.
P
4 Periodic removal of dead vegetation shall be accompilshed.
S All components of the leo-retention sYatem inust be kept in good working order
BIO-RETENTION DETAILS
N.T S.
OVERFLOW OUTLET STRUCTURE.
REFE: -0 CHART & DETAIL FOR STRUCTURE LENGTH VARIES -SEE PLANS
ELEVATIONS & DIMENSIONS
SHAPE OF 810-RETENTION
AREA MAY BE IRREGULAR
OUTLET PIPE .. _ .
REFER TO GRADING PLAN - -
CLEANOUT
CLEANOUT ,
- - - CLEANOUT WITH THREADED LID
o a e t e� o e� vast-o sae o o� o _ (AT 100 FEET MAX. HORIZ.
SPACING)
TOP OF EMBANKMENT EN1
REFER TO CHART FOR ELEVATION
TOP OF EMBANKMENT ELEVATION = 446.D
2s FAR STORM ELEVATION = 445,87
IC YEAR STORM ELEVATION= 445.69
2 'EAR STORM ELEVATION - 445.14
SPILLWAY ELEVATION = 445.0
1 YEAR STORM ELEVATION = 444.87
1" STORM ELEVATION = 444.11
FILTER BED ELEVATION = 444.0
6° SCHEDULE 40 PVC, SDR35, OR SMOOTH
WALL CORRUGATED PLASTIC PIPE WITH 3/8"
GRASS SOD CLEANOUT WITH THREADED LID pERFERATI0N5 ® 6" ON CENTER (4 HOLES
I10-RETENT10N AREA (AT 100 FEET MAX. HORIZ.
(BERMUDA SOD) SPACING) PER ROW)
PLAN VIEW
REMOVABLE TRASH RACK BERMUDA SOD
WITH 6" OPENING FROM }" ALUM(
BARS. ANCHOR TO RISER
PRECAST
OUTLET STRUCTURE
WITH STEPS
v
SOIL MIXTURE
4' WASHED SAND
BO-OM OF SOIL MIXTURE = 442.0 1 PIPE
DEPTH i I
1 < �, - - __ _ FILTER FABRIC AROUND
VARIES F BOTTOM OF GRAVEL/UNDERDRAIN = 441.0 _______ '`r UNDERDRAIN GRAVEL BED (TOP,
BOTTOM AND SIDES, TYP.)
(NON -WOVEN GEOTEXTILE FABRIC
EXISTING SURFACE ELEVEVATION=444.0 REFER TO PLAN VIEW WITH MIN. PERMITTIVITY RATE OF
SEASONAL HIGH WATER TABLE DEPTH>5FT FOR INVERT ELEVATIONS 75 GAL/MIN/FT2)
SEASONAL HIGH WATER TABLE ELEVATION=439 0
8°(MIN) UNDERDRAIN GRAVEL
BED (I WASHED STONE)
BID -RETENTION CONTROL STRUCTURE
Top
OF S7RUCTURF
445E
W El R fL�'ATjON `
4¢5.0
15.
OUTLET PIPE /NV,
44/0
'""" "'"'( NOT SHOWN
y
OUTLET CONTROL STRUCTURE
SCALE: N.T.S.
CAP
z
Ew�N�01�.%66616
v7
w
�a
6" SCHEDULE 40PV C
OX'
SDR35, OR SMOOTH
BID -RETENTION
/
WALL CORRUGATED
a
SOIL MIXTURE
PLASTIC PIPE (SOLID)
Co
CONNECTION
WASHED SAND
TO UNDERDRAIN PIPE
UNDISTURBED SUBSOIL
UNDERDRAIN GRAVEL
CLEANOUT
BED (#57 WASHED
STONE)
BIO-RETENTION CONSTRUCTION SEQUENCE:
NOTE.
Step 1. Construction of the biorelenlion area may only begin after the contributing drainage area has been
A PERMEABILITY SOIL REPORT SHALL BE
stabilized. It may be necessary to block certain curb or other inlets while the bioretention area is in
stab y ry being
PROVIDED AFTER BID-ftETEN710N SOIL
The proposed site should be checked far existing utilities nor t anexcavation,
constructed.e p opo O d c ec d e g D o y
MIXTURE 15 IN PUCE - REFER TO
STORMWATER MANAGEMENT NOTES FOR
Step 2. Temporary E&S controls are needed during construction of the bioretention area to divert slormwater
REQUIREMENTS.
erosion control measures r place until
away from the bioretention area until If is completed. Mailomeasures
biorelenlion area has been completed. Special protection measures such as erosion control fabrics may be
needed to protect vulnerable side slopes from erosion during the construction process.
Step 3 Excavators or backhoes should work from the sides to excavate the Morel ntion area to is appropriate pri ateNOTES:
design depth and dimensions. Excavating equipmentshould have scoops with adequate reach so they do not
I. ALL BID -RETENTION SHALL HAVE AN ACCESS EASEMENT
have to sit inside the footprint of the bioretention area. Contractors should use a cell construction approach in
CONNECTING TO A DEDICATED PUBLIC RIGHT OF WAY.
larger bioretention basins, whereby the basin is split into 5DO to 1,000 sq. ft. temporary cells with a 10-15
foot earth bridge in between, so that cells can be excavated from the side.
2. ALL DRAINAGE AREAS TO A 610-RETENTION N FACILITY ARE 0 CL E
TO BE STABILIZED PRIOR i0 INSTALLATION OF SOILS OR
Step 4. It may be necessary to rip the bottom soils to o depth of 6 to 12 inches to promote greater
GRASS SOD.
infiltration.
3. WRAP PERFORATED NDER RAIN WITH FILTER F I U DFABRIC
Ste 5. Place eotextile fabric on the sides of the bioretention area with a 6-inch overlapon the sides. Place
p 9
PRIOR TO BACKFlWNG,
the appropriate depth of stone on the bottom, install the perforated underdrain pipe, place stone above the
underdrain pipe, and odd sand layer between the underdrain and the soil media layer
4. UNDERDRAIN PIP H HAVE ° PERFORATIONS
E S QUID VE
SPACED A7 6" CENTERS, MIN. 4 HOLES PER ROW. MAX
HOLES
Step 6. Deliver the soil media from on approved vendor, and store it on an adjacent impervious area or plastic
SPACING OF UNDERDRAIN PIPE IS IO FEET ON CENTER.
sheeting. Apply the media in 12-inch lifts until the desired top elevation of the bioretention area is achieved.
Wait a few days to check for settlement, and add additional media, as needed, to achieve the design elevation.
5. UNDERDRAIN CLEANOUTS MUST EXTEND A MIN. OF 6
INCHES ABOVE TOP SURFACE OF GRASS LAYER,
Step 7. Install the vegetation, and water accordingly.
PREFERABLY TO THE TOP OF DESIGN MAXIMUM FUNDING
DEPTH IN THE BIO-RETENTION BASIN.
Step 8. Coordinate with inspector and engineer to conduct the final construction inspection. Upon completion of
bioretention facility remove temporary erosion control measures and complete final stabilization of the project.
SOD ON SIDE SLOPES (REQ'D
FOR FIRST PLANTING YEAR)
SCARIFY NATIVE SOIL
NO COMPACTION
REFER TO CHART FOR
OVERFLOW OUTLET TOP OF BERM ELEVATION
REFER TO DETAIL FOR GRASS SOD
ELEVATIONS & DIMENSIONS (BERMUDA SOD)
REFER TO
CHART BOTTOM ELEVATION
-
yx �12" WOV BONDING
10' MIN 2FT MINIMUM
BIORETENTION SOIL DEPTH
- BIORETENTION SOIL MIXTURE
BID -RETENTION CROSS-SECTION
TOP OF EMBANKMENT
ELEV=446.0
-INLET PIPE WITH
\
RIP -RAP APRON
STORMWATER
MANAGEMENT DATA
INFR BASIN:
CAPE FEAR RIVER
ZECENING STREAM NAME',
UT TO SUCKHORN CREEK
INDEX ,}
18-7-(2)
:LASS
B
310-RETENTION POND:
)RAINAGE AREA=
1,05 AC (45,74CSF)
MPERVIOUS AREA=
(L77 AC (33,426SF)
NATER QUALITY VOLUME REQUIRED= 2,706CF
NATER QUALITY VOLUME PROVIDED= 2,750CF
CLEANOUT AJ\
RIM-444.7
INV=441.65
6" UNDERDRAN
436
445
eewe t�cNr I x l0 I 444 -
EASEME\T I I I
t
SAY
x
Ilk! cip
x I•
INLET PIPE WITH
RIP -RAP APRON \ STORMWATER
v MANAGEMENT
ACCESS
all I °•I .•,.,� \ EASEMENT
I I
', I I I I I �•. 1 1
I x L
I
x I I 4_ I i
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4 I I
1ST1NG 1 II 11° _I
1/LDING I I x l� 1 I I I �\
x I I sit PROPOSED DG PAr i
65,517 SF I
\III I x I ( II II 1.504 AC
IIPOLLAR
x � I � I I
I -
A&".W
I
EXISTING
LD SEPTIC
t
I TO
VOT USED; I I I I
x
I I 1
1 I I
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6
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I I
ER
STORMWATER MANAGEMENT NOTES:
L THE DEVELOPER OR HIS AGENT SHALL CONTACT THE ENGINEER WHEN THE BEST
MANAGEMENT PRACTICE(S) ARE CONSTRUCTED AND ABOUT TO BECOME
OPERATIONAL 50 A FINAL INSPECTION CAN BE PERFORMED l0 DETERMINE
COMPLIANCE WITH THE APPROVED PUN CAN BE PERFORMED.
2. PRIOR TO CONSTRUCTION, A SOIL TEST OF THE BID -RETENTION FILTER MEDIA
SHALL BE RENEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A COPY
SENT TO THE ENGINEER. THE TEST SHALL CONSIST OF BOTH THE STANDARD SOIL
TEST FOR PH, PHOSPHORUS, MAGNESIUM, AND POTASSIUM AND ADDITIONAL TESTS
OF ORGANIC MATTER, AND SOLUBLE SALTS. ALL TESTNO RESULTS SHALL COME
FROM THE SAME TESTING FACILITY. THE NO DEPARTMENT OF AGRICULTURE (Ni
LAB IS THE PREFERRED TESTING FACILITY SHOULD THE PH FALL OUT OF THE
ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH
IRON SULFATE PLUS SULFUR OR AS DIRECTED BY THE Ni OR ENGINEER,
J. PRIOR TO CONSTRUCTION A COMPOSITION TEST OF THE BIO-RETENTION FILTER
MEDIA SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A
COPY SENT TO THE ENGINEER. FILTER MEDIA SHALL CONFORM TO THE
FOLLOWING: 85-887 SAND (USDA TEXTURAL CLASSIFICATION), 8-11% FINES (SILT
AND CLAY), AND J-5R ORGANIC MATTER (PEATMOSS OR PINE BARK) BY VOLUM
4. PERFORM A DOUBLE RING INFILTRATION TEST (MINIMUM OF J TESTS OR I PER
500 SF OF FILTER MEDIA WHICHEVER IS GREATER) AT THE COMPLETION OF THE
610-RETENTION BMP. INFILTRATION RATE OF THE CONSTRUCTED 010-RETENTION
MEDIA SHALL BE BETWEEN I-6 IN/HR. PROVIDE A COPY OF THE RESULTS TO
THE ENGINEER.
5, THE OWNER IS RESPONSIBLE FOR MAINTAINING THE STORMWATER BMP. ANNUAL
MAINTENANCE INSPECTION AND REPORT REQUIRED - THE OWNER OF A PERMITTED
STRUCTURAL STORMWATER BMP/CONTROL SHALL ANNUALLY SUBMIT A MAINTENANCE
AND INSPECTION REPORT FOR EACH BMP TO THE STORMWATER ADMINISTRATOR
ANNUAL INSPECTIONS SHALL BEGIN WITHIN ONE YEAR OF THE RECORDATION OF
ANY OEEO(S) SHOWING STORMWATER BMPs/CONTROL STRUCTURES.
5. UPON COMPLETION OF THE PROJECT, AND BEFORE A CERTIFICATE OF OCCUPANCY
SHALL BE GRANTED, THE ENGINEER OF RECORD SHALL CERTIFY THAT THE
COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER
MANAGEMENT PUNS AND DESIGNS.
7. A FINAL INSPECTION OF THE SITE AND STORMWATER MANAGEMENT BMP/CONTROLS
TO BE SCHEDULED WITH AND COMPLETED BY THE ENGINEER & INSPECTOR.
8. THE 'AS -BUILT" PLANS SHALL SHOW THE FINALSPECIFICATIONS
DESIGN fCG S ICA710N5 FOR AL
L
STORMWATER MANAGEMENT FACILITIES AND PRACTICES AND THE FIELD LOCATION,
SIZE, DEPTH, AND PUNTED VEGETATION OF ALL MEASURES, CONTROLS AND
DEVICES, AS INSTALLED, THE AS -BUILT SHALL ALSO INCLUDE STORM DRAINAGE
PIPE SYSTEMS. THE ENGINEER OF RECORD FOR THE STORMWATER MANAGEMENT
MEASURES AND PLANS SHALL CERTIFY, UNDER SEAL, THAT THE AS -BUILT
STORMWATER MEASURES, CONTROLS AND DEVICES ARE IN COMPLIAAOCCUPANCY,
APPROVED STORMWATER MANAGEMENT PUNS AND DESIGNS AND
REQUIREMENTS OF THE MUNICIPALITY
9. THE ENGINEER'S CERTIFICATION OF COMPLETION WILL BE REQUIREHE
FINAL PUT OR CERTIFICATE OF OCCUPANCY THE STORMWATER C
BE INSPECTED TO ENSURE IT IS FUNCTIONING AS DESIGNED AND
DESIGN VOLUME PRIOR TO ISSUANCE OF THE FINAL CERTIFICATE .
BIO-RETENTION
STAGE
STORAGE
TABLE
STAGE
ELEVATION
CONTOUR
INCREMENTAL
TOTAL
(FT)
(FT)
AREA (SF)
STORAGE (CF)
STORAGE (CF)
0.0
444.0
2750
0
0
0.5
444.5
J2J5
1494
1494
1.0
445.0
3765
1748
J24J
1.5
445.5
4305
2016
5258
2.0
441
4850
2290
7548
CLEANOUT OUTLET CONTROL STRUCTURE 22'-15"HDPE
RIM=444.7 REFER TO DETAIL THIS SHEET ® 2.27%
INV=441.15 & GRADING PLAN (WATER -TIGHT)
1 IN1V=441.0 IT It
�
y ,fir I1 al//\\ V
C f
FES
IT WV 440.5IT
1/
zi� / /
\ 1
910-RETENTION POND
vv / LAT=35"33"49"N
LONG=7B•52'07'w
f /
I
I
1 z
r /
T
\\\ / if
I
I ll l
I/ IT /
1 I
1
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y"'Rrt /l /
h
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a 3 /
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5 �1 Q
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1 mm"IE
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BIO-RETENTION BASIN - PLAN VIEW
I "=20'
i
TRIANC W
SITE DESI(-'`'
I
CONSULTANT.
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
919 553-6570
[e-mail].
NC LICENSE yP-061g
SEAL:
i
=
W
-
..0 i
T CD
All
C-)J �
1
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
gbarnesCvanguardpg.com
REVISIONS:
Approv n er ,ni; Documents
is
C'MILFUaicn r_ dance w•th these documenu
required by the stormwa er --
rules requWut that the storrnwater system designer
Inspect during construction, rer•_ify conformity with the
lqns d specs! and certify compliance with the
Permit( rule�s (t
Permittts �- V�--Dat�-
C Virsamonn of �6�LR
Sheet It_.... e
LAYOUT COORD:
PLANNING MDR.
DRAWING BY: IEL
DATE' 9 16; 14
JOB NUMBER_ 00l�x, `_,
TITLE:
STOR,MWATER
MANAGEMENT DETAI'
SHEET NUMBER:
COMMENTS:

EXISTING
WIRES
IJYHitAls'I�11fa�I1L7
o
�
I
O
AhG iNLfT
TOP 4 6.oa'
I
INV, (N): 4„ 3.49'
I
o
INV.(f): 432.99"
O
s�
/
c�
LOT 33
I
l
RP ONE, LLC
I
l
O
D6 1466, PG 81
!
PB 2007, PG 273
i2`CPP IN, 441.47'--
;
1 72` r,r iNl i, 4 3,,f
/
PIN, 0636-80-8239
{! � 7
/
o
IND
S 88'15'29' E 249.15'
e /
-.4.
LOT 14
\
nrrRrzE
RP ONE LLC
o
DB 1492, PG 205
PB 2007, PC 273
PIN. 06 90-3252
o
3
IND
I e /
I c \ l h I I l
O
BALANCE OF PARCEL I O r --�- L YA,D INLET
24,783 SF / I / TOP- T 04'
0,569 AC Llkca. Jam^,.. NV (S O,. 436. i q'
p f1\ \ amtnE• I I e PrV,(N): 436.09'
O
INS, 1 DISTURBED AREAS NOT NOTED�-
FOR SOD TO BE SEEDED PER REFER TO SHEET C-10 10'x70' SIGHT
o I PROJECT SEEDING SPECIFICATIONS \ FOR SOD REQUIREMENTS TRIANGLE (TYP)
WITH 810-RETENTION POND I I
F
MULCH PLANTING Bp �s� AB l �Il
I I BED
S89'27'05' 1.21
EPE h
o 1iJFT %YP v4FLr= / /a I
x �W W W Y'� W W W W W W W W W .✓ W W W W W .1' • �� y
21 \Z
O C W W W W W W W W W W W W W W W W Off• f• • I-) ' <S I I L
x O _ \ HATCHING DENOTES
_ I • R / I /l LOT 15
RP ONE, LLC
IDO 1492, PG 205
x(;€ \ _ 13 MULCH PLANTING l I PB 2007, PG 273
o „ \ BH , BED / PIN: 0636-90-2096
IND
SEE SHEET c-B „r � �� F C' -�B3o 'o / F•:,;•'•---• I •. l I j�El / /
-�ts14 .�'. .-. / t
ELIZABETH A. BAKER c ; �- ; - ; - • - ; - - `.
DB 464, PG 32 I E�i�-MULCH ISLAND I - - I
x C
PIN, 0636-80-8053-
RA-20M61
O •�-••••.•. •. -I'• �.�1 / ��TJI I --
EXISTING o I- BH
BUILDING I 33 I I
x 0
p, IV L w $
�I xo �- ----,n ROPO�fO1D�P GELAB / II
5 /
1.504 AS
38
OLD SEPTIC
('NOT USED)
/MULCH PLANTING `� h
BED
z�,
MULCH PLANTING ,j I O MULCH ISLAND MULCH PLANTING ti O of le 1
BEDp� BED
�� 00000c ©o
'x
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I
ti
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o
r
c
HENRY B � WELL LOCATION x I
ELIZABETH A. BAKER 2 HC xC •' B .. • " / �� I 1
O, 63 89 88 HATCHING DENOTES I o L6 PIN: 0635-89-8802
RA-20M SOD / N
II I N-
EXISTING /
BUILDING
CONTROL CORNER I \ •I • _ r
N. 659,742.70
E 2, 08,865 39 0 - - - - -•- ---- • {-a•- .1 " ^.--.
xc 5OFT STREE7YARD BUFFER , • ,' , • '" ' " • LOT •1 '��, `
• `F 147245 S.F. I
108 AC
• • . . . ,��• {f� hYBIIE
I
%! o ' J N 8927 05 = 120.67_
GRAVEL I LAE
-)2OIL--------
uo= ou 7.
o
-
-455�
L---2U-
OU- OU- Ou-
EDGE OFPAVEMENT
4"
MIN,
SECTION
TYPICAL TREE PLANTING/STAKING DETAIL
(FOR 6'-12' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
I-
I
�
I I
ISIGHT
/
CURVE TABLE
(
TRIANGANG LE (TYP)
TRIANGLE
CURVE
LENGTH
RADIUS I
BEARING
I CHORD
C1
49.58
955.15
S 13'3436" W
49.57
C2
34.53
25.00
S 50'56'33" W
31.85
TIE
58.
945.00
E
C4 TIE
44.04
S 39'Ot'10"
38.56
LINE TABLE
/ EXISTING TREES TO
i
LINE
LENGTH
BEARING
REMAIN
L1 TIE
10.08
S 00.15,35" E
L2
50.00
I N 00'917' W
j- OU- OU- OU-
e
OUOU OU
OU Ou-
_3TIE
69.38
N 59'3306' E
_4(TIE)
51.31
S 65'02'20' E
_
'�l5 RCP lNV: 45,380' - -�- - -
0
Ot TREE STRAP
O TREE GUY WIRE - ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE
O TREE GUYING STAKE
4O WARNING FLAG
SO TRUNK FLARE AND TOP OF ROOT BALL SHOULD BE AT GRADE IN WELL
DRAINED SOIL, UP TO 4" ABOVE GRADE IN POORLY DRAINED SOILS.
O6 EARTHEN SAUCER
O 3" MULCH LAYER MULCH SHALL NOT BE IN CONTACT WITH TREE TRUNK
® EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF ROOTBALL (8' MIN.)
FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO THAT THE SIDES
ARE NOT SMOOTH OR GLAZED.
O BACKFILL WITH SOIL PER SPECIFICATIONS
10 REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR ROOTBALL STRAPS.
REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOT BALL.
11 REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHETIC
COVERING FROM ENTIRE ROOTBALL.
12 PLACE ROOTBALL ON SOLID SUBGRADE - NOT LOOSE BACKFILL MATERIAL
13 UNDISTURBED SUBGRADE
NOTES
1. REFERENCE SPECIFICATIONS FOR ALL SOIL PROCEDURES IN
CONSTRUCTION DWGS.
2. SITE SOILS ARE GENERALLY SANDY, SILTY CLAYS AND SANDY,
CLAYEY SILTS.
GENERAL LANDSCAPE NOTES
1. ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH SHALL BE SEEDED LAWN.
2. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE.
3. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE THE OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION.
4. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH, REFERENCE DETAILS AND SPECIFICATIONS FOR DEPTH
AND TYPE OF MULCH. ALL TREES AND SHRUBS SHALL BE PLANTED IN MULCH BEDS AND SHALL BE SEPARATED FROM TURF
GRASS AREAS.
5. GRASS COVERAGE TO EXTEND FROM PROPERTY LINES TO BACK OF CITY SIDEWALKS AND/OR CURBS.
6. MINIMUM TREE SIZE AT PLANTING IS 2" CAUPER (FOR SINGLE STEM TREES). ALL MULTI -STEM PLANTS MUST BE TREE FORM,
MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
7. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKHLUNG
PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
8. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL
AND ADD 18" NEW TOPSOIL, OR TILL AND AMEND THE TOP 18" OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS
FOR TREES,
9. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES
CONFLICT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PLANTING,
10, ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (SEWER
AND STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL UNES.)
11. ATTENTION LANDSCAPER: NOTIFY OWNER OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE PLANTING NEW TREES.
LANDSCAPING NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING FOR THE ENTIRE SITE, TO INCLUDE BUT NOT
LIMITED TO: SODDED/SEEDED AREAS, SHRUB BEDS, PARKING LOT ISLANDS, ROADSIDE SIGN BASE(S) AND MONUMENT PUNTERS,
2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING LANDSCAPING.
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS.
4, IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR SHALL INSTALL BLACK FABRIC WEED BLOCK
LANDSCAPE MESH UNDER THE MULCH TO PREVENT WEED GROWTH.
5, CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE, FRIABLE, WITHOUT MIXTURE OF SUBSOIL MATERIALS, AND OBTAINED
FROM A WELL DRAINED, AVAILABLE SITE, IT SHALL NOT CONTAIN SUBSTANCES WHICH MAY BE HARMFUL TO PLANT GROWTH. TOPSOIL
SHALL BE SCREENED AND FREE FROM CLAY, LUMPS STONES, ROOTS, PUNTS, OR SIMILAR SUBSTANCES 1' OR MORE IN DIAMETER,
RI R OTHER OBJECTS WHICH MIGHT A HIN RAN TO PLANTING OPERATIONS TOPSOIL SHALL CONTAIN AT T 4 69
DEBRIS, 0 0 HE OBJ G 8E DE CE LF1S
ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 55 TO 70
6 CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF
(a) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR IS) THE DATE THAT DOLLAR GENERAL OPENS FOR
BUSINESS TO THE PUBLIC,
7. GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND RAKE ALL GRASS AREAS.
8. PROVIDE LANDSCAPE PLANS TO DOLLAR GENERAL AND AS REQUIRED BY LOCAL JURISDICTION TO THE BLDG. DEPT. FOR REVIEW AND
APPROVAL PRIOR TO START OF WORK.
9. ALL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF DOLLAR GENERAL SIGNAGE
10. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK.
11. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED.
30
GRAPHIC SCALE
15 30 60
1 INCH = 30 FEET
LMASTER PLANT LIST
- TYPE SYM./KEY BOTANICAL NAME COMMON NAME SPECIFICATION
- - - - - - - - gyp` CALIPER HEIGHT ROOT SPACING OTHER
w_�.Vy,�,�w�� w•-_w-�-w-��.-0--__---.----�__----- _ _ __ __-------- O
tn' - - - - - - - - - TREES AB Acer buergerianum Trident Maple 2" 8' MIN. B&B 30' MAX
w--- w_,_ w__ w-:. � w- w� w_ w._ v� w- w- w�,.__ �llf+E-1JE �YF.ddEO� w- w- w- w
OIL- Ou- OU- OU- Ou OU- Ou ou OU- OU
OU- OU- OU- OU- OU-- Ou- OU- dl OL LG Magnolia grandiflora 'LITTLE GEM' Little Gem Southern Magnolia 2'" 8' MIN. B&B 30' MAX
CCCC������'"' Ut1�9--�} OUP-+ IOU- ou Ou OU- OU OU Ou Ou OU Ou \
NC HI SHWA Y 42
VARIABLE WIDTH PUBLIC R/W 42 SHRUBS BH Ilex comuta 'BURFORD NANA' Dwarf Burford Holly - 24" 3 GAL 4'-6'
IV Ilex vomitoria 'NANA' Dwarf Youpon Holly - 24" 3 GAL 4'-6'
120
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder®trianglesitedesign.com
NC LICENSE #P-0619
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
gbarnes@vanguardpg com
REVISIONS:
6pprov cs 3ter sLtlC u�nan'�
On6 IJC 1 [>b�D_II
required by the stormwatef pprm,E North Carollrw
rules require IJW the starmwater system designer
Inspect during Construction; cenlfy confor lih with the-
pans an spe
swunwater rules. (15A NCAC 2H 1098 0 ))
Permit k-5Wl� �-D le_Date
d IF A n'vision of
Sheet #,ev;sion D:.'e
LAYOUT COORD: 1'1TL
PLANNING MGR. I [ L
DRAWING BY:
DATE: `':6
JOB NUMBER: 004087
TITLE
LANDSCAPE PLAN
SHEET NUMBER:
II
COMMENTS: