SW7130902_APPROVED PLANS_20130913

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

DEVELOPMENT DATA
DEVELOPMENT NAME: DOLLAR GENERAL
STREET ADDRESS: 2302 E. US HIGHWAY 70 (SERVICE ROAD)
JAMES CITY, NORTH CAROLINA
CRAVEN COUNTY
PROPERTY IDENTIFICATION # (PIN):
70NING DISTRICT(S):
OVERLAY DISTRICT,
TOTAL SITE ACRES:
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 SETBACK:
FRONT BUFFER:
SIDE/REAR BUFFER:
OFF-STREET PARKING:
TOTAL REQUIRED:
TOTAL PROVIDED:
ACCESSIBLE SPACES PROVIDED
PARKING SPACE DIMENSIONS:
LOADING AREA:
IMPERVIOUS AREA SUMMARY:
7-018-049
NONE
COASTAL STORMWATER
56,078 SF (1.29 AC)
NO
ABANDONED BUILDING & PARKING
RETAIL SALES
9,026 SF (7,195 SF SALES FLOOR AREA)
N/A
N/A
N/A
N/A
N/A
N/A
N/A
/ APPROVED
N/A ; ,r..Ty CAROLING ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
32 t it Pu mIt Nu. w i^�o5 0 2
2
9'x18' MIN
1 PROVIDED
EXISTING ON -SITE BUILDING:
3,100 SF
0.07
AC
EXISTING ON -SITE PAVEMENT:
7,920 SF
0.18
AC
EXISTING OFF -SITE PAVEMENT:
3,035 SF
0.07
AC
TOTAL EXISTING IMPERVIOUS AREA:
14,055SF
0,32
AC
PROPOSED
ON
-SITE
BUILDING:
9,026
SF
0.21
AC
16.1%
OF
SITE
PROPOSED
ON
-SITE
SIDEWALK:
1,748
SF
0.04
AC
3.1%
OF
SITE
PROPOSED
ON
-SITE
PAVEMENT:
17,810
SF
0.41
AC
31.8%
OF
SITE
PROPOSED
ON
-SITE
IMPERVIOUS AREA:
28,584
SF
0.66
AC
51.0%
OF
SITE
PROPOSED
ON
-SITE
OPEN SPACE:
27,494
SF
0.63
AC
49.0%
OF
SITE
PROPOSED
OFF
-SITE
PAVEMENT:
3,985
SF
0.09
AC
TOTAL IMPERVIOUS AREA:
32,569
SF
0.75
AC
NET INCREASE
IN IMPERVIOUS
AREA:
18,514
SF
0.43
AC
I0.111 1�
Dollar Genera'_ Store#14666
2302 E. V.S. Highway 70
Service Road
Jaynes City, North Carolina
Craven County
TENANT ,c HVELOPER
Dollar General Corporation
TE
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
[phone]
[phone] FX
gbarnesCvanguardpg.com
VANGUARD
PFOPERTY GROUP
CIVIL D\,-GINEED11�
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE-'P-0619
A,:FRIANGLE
SITE DESIGN
Know what's below.
Call before you dig.
UPRESBEFORE
you oic
S O P
S E P 1 1 2013
T
NC [ylq NR
CALL 18DD 632-4949
NC ONEEWER
IT'S THE rHF I Aw
VtCtNITY MAP
NOT TO SCALE
tNDEX TO SHEETS
SHEET DESCRIPTION
C-1
COVER SHEET
C2
EXISTING CONDITIONS PLAN
C3
SITE PLAN
C4
GRADING AND DRAINAGE PLAN
C5
EROSION CONTROL PLAN
C--6
UTILITY PLAN
C-7
CONSTRUCTION DETAILS
08
CONSTRUCTION DETAILS
-9
EROSION CONTROL DETAILS
C-10
STORMWATER MANAGEMENT DETAILS
C-11
LANDSCAPE PLAN
REVISIONS
0
NO. I D - I DESCRIPTION
This docume-, together with the concepts and designs presented
herein, as c- instrument of services, is intended only for the
specific, pur; --se and client for which it was prepared. Reuse of
and irorope• reliance on this document without written
outhcrzatior and adaptation by Triangle Site Design, PLLC shall be
withou' liabi'', to Triangle Site Design, PLLC.
SHE>_
DATE
C-1
August 28, 2013
SEAL:
JOB NUMBER:
004054
ESS/p1.,J.7i
ae SEAL r�'v
2443
.I

DTF, LLC
429 E. GRANTHAM ROAD
DB 1786, PG 599
PARCEL ID J7-018-047
CONTROL CORNER
�N4�_ N: 484, 490. 45
E.- 2, 592, 086.06
�\ CORNERSTONE ASSEMBLY
OF GOD CHURCH
DB 1660, PG 243
♦ PARCEL ID //7-018-057
CAUTIONARY NOTE
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.
56�1
h� LIMITS OF
N$�y� DISTURBANCE �♦
t, \
n P
}
0
\L PARCEL ID #7-018-049
-4 o YARD INLET / 56,078 S F ♦ ♦ ~',\ \ / /
\ TOP: 23.13' 1.29 AC.
INV.OUT 20.27' r / LIMITS OF
oc � DISTURBANCE
EXISTING
TREELINE ♦ v�\ ,e'� ���
\\ REMOVE EXISTING \�-------------- ♦♦
PAVEMENT
1
o� / / / I �} �� \\ EXIST NO TREES
TO B- REMOVED
r1.5 �V ♦ �' �� �/ / // /i/ /
vP o, / v �Gj / / �k \ / v v V ♦
6 QA A
,/ _ DEMOLITION LEGEND
\,
15'RCP INV.: J'0�64' � � / � � � �� v � \ � � y� � � v � \ / A / \ � l V � �1�/ ® BUILDINGS TO BE REMOVED
REMOVE EXISTING I _ \vim A V v / V
\ �iA LP TANK I �k�-'���Ater
�v� . �Z / �A PAVEMENT TO BE REMOVED
VV _V A LP GAS \/1 REMOVE EXISTING _24� / / � y /
00 C6", I TANK ��� ,� �. - 1 A \ BUILDING
15 WCP INV.: 20.88'
UTILITIES TO BE REMO D ..
ou
VA \ REMOVE ANTENNA / / ' V A \ / / / / / / TREES TO BE REMOVED
TOWER &GUY , � �/ �/� \ \ //V
\ VA WIRES 1 V / / ' / / > .
/ v // / / / a,- RVEY NOTE: 1
A /
\ �(1 \ / / 1, / / / / / / ! ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND f¢
EXISTING 3�4" \ \ \� \ \ i \ �•� h'r / / / SURVEY PREPARED BY: NEWCOMB LAND SURVEYORS.
\ \ �/ / /
WATER METER V A A \ v i } �, v�1 T \ V / / / /
v �.�� v v v v�Avv °��� °/ / vv v , , v V vv �! / // / // ,�'/o / STREAMAETLAND NOTE:
\� �\
BASED ON A FIELD INVESTIGATION BY PITTMAN SOIL CONSULTING THERE ARE
V A V A // NO EXISTING WETLANDS OR STREAMS ON THE PROPOSED DEVELOPMENT SITE
V� \ / l v � ` v I / / , /
v v �vvvvv v °� � l� ; ���
/^^i x
v 1 VA \\ 0A it 9� EXISTING S PTIC BOIL IN ' l � -I\��1/ SYSTEM TC
IL v v l / / ; / / / -, REMAIN v 1''�� LIMITS of DEMOLITION NOTES:
CD?o re / �A V ��j / / /� // /g� 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION,
X�N v / DISTURBANCE
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS AND AS
nV1 A / / / //' / /% / DIRECTED BY THE OWNER.
\ �\ v \ / cy-0i � 3. IT WILL 8E THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR
�� V A V 'ao�\� �� L'�A — _ — — ,� �. A �V, \ / / / / / //"'1 / �/ / CORNERSTONE ASSEMBLY DEMOLITIONANDHAUL-OFF FROM THE APPROPRIATE AUTHORITIES.
�A = A v ♦ / i' /� OF GOD CHURCH
�\ _ 1�, k \ter t \ \ / / / 4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED
�\ /
� , �r y 1 \ \ \ \`ice- / / �� / DB 1650, PG 206 PRIOR TC THE COMMENCEMENT OF DEMOLITION.
OG\\\ LIMITS OF 2ae TAP C ` /` �\ \ \ �`- t �24 \ \\\ 1 / //� /�' / PARCEL 10 #7—D18—D7D 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK IT IS NOT
v,. \. �� \ J / / / INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE
DISTURBANCE \ L- x �L / \ \ \ / - �/ WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK,
o \ h' r�� �r — / �. // 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 BOLLARDS, GAS METERS, AIR CONDITIONING UNITS, SIGNS, CURBS,
o SIDEWA_KS, ELECTRIC METERS, FENCING, ETC.
\ \ \ G \ z� - . 7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS, LIGHT POLE
\- h ��. \N� / j / / / j x 8'CPP INV.: 22.07' BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL.
AS
//I �%� ✓`' 8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND
TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING \\ EACH UTILI COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND VERTICAL LOCATIONS OF
\ EXISTING DISTRIBUTION BOX V A O A / v�r .%-%�� ' /�/ / UTILITIES PRIOR TO COMMENCING WORK
& DRAIN F/ELDS �V A \V �A ��� i \ / /�/ X �T h �, \ 'X / / / / / / / / j/O/ / 9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT
/��� /� REMOVE EXISTING AND PLUS, ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS OTHERWISE NOTED.
�• �' \ ` \ \ O� j/ %T `h r -� // / // / 1�i /OJ / POLE & OVERHEAD ALL SERv10ES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR SHALL INVESTIGATE THE SITE PRIOR
TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR PLUGGED.
UTILITY LINE 10, THE CCNTRAC'OR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR
\ \ \\\ \\ ♦� i /- ,%' / // / �' / / NOTES: RELOCAT-ON Cr OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
�_40' / \V 1) All distances are horizontal ground distances unless otherwise noted. 11. INSTALL ALL POSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING AA \\o_//. DEMOLITION WORK,
\� / / / ��\ / �� " 2) This survey does not include nor depict any environmental evaluations.
18 RCP INV, 19.39,
W
i
S
4
W
247-ES INV.: 19,29'
12. THE CONTRACCR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
3) Field survey performed January 29, 2013. 13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD
0 1\%'' // /�,/ // �/ PEMOVE EXISTING
4) Surveyor has made no investigation or independent search for SURFACE. FINSH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS
\j / w� CAVEM ENT easements of record, encumbrances, restrictive covenants, ownership title WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
/ evidence or any other facts that on accurate and current title search may 14 SAWCUT AT-IN'ERFACE OF PAVEMENT OR CURB TO REMAIN, SAWCUT EXISTING PAVEMENT
/ // / / disclose.
18WCP INV.: 19.37'
24'RCP Ih"✓: 19.71'
5) The locations of underground utilities as shown hereon are based on
-
15. ALL EXISTING cMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS
aboveground structures and record drawings provided the surveyor.
ORIGINAL CONDI'ION AT THE SOLE EXPENSE OF THE CONTRACTOR.
Locations of underground utilities/structures g ties/structures may vary from locution shown
hereon. Additional buried utilities/structures may be encountered. No
16. DO NOT INTERRJPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR
excavations were made during the progress of this survey to locate buried
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
utilities/structures.
TEMPORARY S-JICE HAS BEEN PROVIDED.
6) Subject property is not located within a special flood hazard zone per
17. SHOULD ANY JNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE UNCOVERED
FEMA Flood Insurance Rate Map (FIRM) # 3720549800J, effective date July
DURING EXCA�A_ION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER
2, 2004.
WITH WORK IN -HIS AREA.
7) The State Plane Coordinates for this project were produced with RTK
18, ASBESTOS OR 'AZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS
-.. ww y,v�onw umny uic ivunn wruunu vro neiwurK. me wn -n�Tu
�j
GRAPHIC SCALE network positional accuracy of the derived positional information is 30.15'.
20 0 0 20 40 80 19. THE PROPERT' SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY
\ \ \\ \\ NCGS Monument referenced: ARE ENCOUNTER-ED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED
\ \ \ \ "SUNOCO' (NAD 831 WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH FEDERAL AND STATE REQUIREMENTS
\\\ \ 1 Northing: 92,720.24 BEFORE CONSTRJCTION BEGINS.
\ \\\ \ \ I 1 INCH = 20 FEET Easting: 2,588,162,19
Vertical Datum = NAVD 88 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]
[e-mail]
NC LICENSE #P-0619
SEAL:
ARC
°
ES
SEAL
24443v,
p�4 `'
/
OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
9t9-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
8/28/13
JOB NUMBER:
004054
TITLE:
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C-2
COMMENTS:

\
\
\ DTF, LLC
429 E. GRANTHAM ROAD
g DB 1786, PG 599
!�\\ PARCEL ID J7-018-047
\ °c
%T_
CORNER
N: 484, 490.45
E, 2,592, 086, 05
CORNERSTONE ASSEMBLY Z\
OF GOD CHURCH /
DB 1660, PG 24J
PARCEL ID #7-018-057 /
5'x5' LANDING /
C) 14 19
\\0
\
\ o
\ G
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 AM TO 9:00 AM AND FROM 4:00 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 UNE 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 VANE, THE CONTRACTOR SHALL CLOSE THE OPEN
/ AREA FOR PACKAGED UNITS. REFER TO \ TRAVEL LANE ADJACENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT
MECHANICAL DRAWINGS FOR ADDITIONAL AREA IS PROTECTED BY BARRIER OR GUARDRAIL
INFORMATION. THE HVAC PAD S TO BE \ THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A
C\ TWO-LANE, TWO-WAY ROAD.
CONSTRUCTED OF: 5" 3,000 PSI
S� CONCRETE ON A 4' COMPACTED AGGREGATE \ 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.
BASE ON COMPACTED SUB GRADE. SLAB TO
HAVE REINFORCING AS RECOMMENDED BY THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO
THE GEOTECHNICAL CONSULTANT.
>7 \ AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN 3".
\\
S� WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
20 THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2".
O
\
moo. TRANSFORMER PAD \ /a`a WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE
\ PARCEL ID #7-018-049 � THE POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY.
56, 078 S. F 2 ♦ \ '
\ 1.29 AC. aIa/ DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE
°G I PROPOSED \ / WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
O
I
a Qj Q
\ p,
GUTTER DOWNSPOUT /
AT SIDEWALK (TYP)
R
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY AND
YELLOW CURBING
METAL SURFACES FREE OF HEAVY RUST
AND BOLLARDS -
2 COATS SHERWIN WILLIAMS - KEM 4000
PARKING LOT
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WILLIAMS - PRO
MAR TRAFFIC MARKING PAINT WHITE
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILLIAMS - PRO
PARKING LOT
MAR TRAFFIC MARKING PAINT "H.C."
BLUE
TREELINE ,
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS,
4' CHAIN -LINK aIa MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION).
FENCE
GENERAL NOTES:
' 1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR
5 '/�(�� MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY CRAVEN 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 SHA__ PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
i
3. aIa 4y� APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
\Y 0�• / OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
i •( ,' 4. COORDINATE ALL CUp3 AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
ai O i
5, NON-STANDARD ITEMS (LE PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-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 OF THE STRUCTURE.
/a
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY
+� NEWCOMB LAND SURVEYORS.
/`.
/}� �O Lam 8. ALL WORK SHALL 'S PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH TION" AN DEPARTMENT OF
,+ TRANSPORTATION 'STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AND APPLICABLE CRAVEN
COUNTY CODES AND ORDINANCES, THE CONTRACTOR SHALL MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES,
ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION
^u a
OF THE PROJECT.
9. THE CONTRACTOR STALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
I YYY , j SHALL BE RESPONSBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL
/ FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY. CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR
SPILLWAY
o �— CHAIN —LINK
\ FENCE GATE
/�a O
11
�\
14
I X�c�o
o CORNERSTONE ASSEMBLY
N. \ °� DB GOD CHURCH
STORMWATER , o° 206
PARCEL ID 17-018-070
MANAGEMENT
EASEMENT 1a/ OJ 7
COD
R35' `a
\ EXISTING SEPTIC &
oa
REPAIR AREA
a
SIGHT TRIANGLE /
c
17
NCDOT PAVEMENT
SECTION IN R/W
1 O'x7O'
SIGHT TRIANGLE
VJ� Cl
`� ♦,la V G SlF"
/ ° fat Ja
O �
0\ /
r1a/
STTE z
51 O / `a
VICINITY MAP
\ \ NOT TO SCALE
\ GRAPHIC SCALE
\ \\ zo o to zo ao as
\ \ 1 INCH = 20 FEET
TO PROCEEDING WI H WORK.
10. THE CONTRACTOR SHILL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
11, THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH
CAROLINA 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 SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
13. ALL PAVEMENT JOINTS SHniL BE SAW CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14 CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF TRUCK DOCKS, EXIT DOORS,
SIDEWALKS, PRECISE 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 CTHERWISE 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 SHAD. INSTALL ACESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING
LOCATIONS AS REQUIRED.
17. THE CONTRACTOR S RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTIUTIES DURING CONSTRUCTION.
AT LEAST 48 HCCuPS PRIOR TC ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE
CRAVEN COUNTY �JBLIC UTILIT ES DEPARTMENTS FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT
SITE.
18. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/DOLLAR GENERAL OF ANY UNACCEPTABLE AREAS.
19. THE CONTRACTOR S-ALL PROVDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND STORM
DRAINAGE) TO OWNER/DOLLAR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION
KEY NOTES:
G 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
STANDARD DUTY PAVEMENT
7� HEAVY DUTY PAVEMENT
NCDOT PAVEMENT SECTION
O4 HANDICAP PARKING SIGN - SEE DETAIL SHEET C-7
O BCLLARD - SEE DETAIL SHEET C-8
06 CONCRETE LIGHT POLE BASE
O7 CCNCRETE SIDEWALK - SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
O8 DLVPS"ER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
Ofi -D" _ONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK. (NOT USED)
1C P° CN S 'IN (UNDER SEPARATE PERMIT)
O 4` WIDE PARKING STRIPE PAINTED WHITE (TYP)
04' WIDE PARKING DIAGONAL STRIPES
O1 CCNCRE_E HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.D.A. REQUIREMENTS)
ANv RAMPS LESS THAN 1 20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.
SEED 'AIL SHEET C-7.
104 NEW GR=�S/LANDSCAPE AREA
t5 CCNCRE-E CURB AND GUTTER - SEE DETAIL SHEET C-8
16 ST3D SIGN - SEE DETAIL SHEET C-8
0 PA-EMEK- MARKINGS - SEE DETAIL SHEET C-8
IB NEW CUFB CUT, MATCH EXISTING EOP & APPROACH PER LOCAL CODES & SPECS.
19 HVAC SCREEN FENCE - REFER TO DETAIL ON SHEET C-7
0 DEUJERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
0CCNCRETE FLUME - REFER TO DETAIL ON SHEET C-8
96' WOOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8
0 PRC°OSEC PARKING COUNT
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE yP-0619
SEAL:
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OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 8/28/13
JOB NUMBER: 004054
TITLE:
SITE PLAN
SHEET NUMBER:
C-3
COMMENTS:

\
.\ GRADE TO DRAIN
RUNOFF FROM SIDEWALK
AREA TO GRATE INLETS
\
\\ \ DTF, LLC
429 E. GRANTHAM ROAD
g DB 1786, PG 599
\\ PARCEL ID //7-018-047
oG PAD GRADING NOTE:
\ GRADING CONTRACTOR TO GRADE SUB -GRADE
\ TO 8" BELOW FINISH FLOOR ELEVATION (FEE).
° GRADING CONTRACTOR TO INSTALL 4" COMPACTED
GS POROUS FILL OVER THE SUB -GRADE PER THE
SITE GEOTECHNICAL REPORT REQUIREMENTS.
°c TOP OF POROUS FILL SHALL BE 4" BELOW
FINISH FLOOR ELEVATION.
\
\ 02
\ oG YARD INLET GRATE INLET /
TOP: 23.13' RIM=26.7
INV.OUT' 20.27' INV=23.6
\ 90\ 26.9(TS) \ /
�\ 26.4(TP)
\ G
W \ I \ \ \ 26.3(TP)
I
oG /IT
/
26.4(TP)
\\ oG / / e\�9 0,G/ 7'
/
LIMITS OF
DISTURBANCE
8" ROOF DRAIN
GRATE INLET
RIM=26.6
INV=24.1
102'-10"HDPE
0.49%�
(WATER -TIGHT)
26.9(TS)
26.4(TP)
58'-10"HDPE
15'RCP INV.: JOfZ4' P /! @ 0.52% 26.2(TP)
(WATER -TIGHT)
26.2(Tj
26.9(TS)
TS OF 26.4(TP)
` \� /
CONTROL CORNER GRADING NOTES:
N: 484, 490.45 1 REFER TO THE SITE PLAN FOR RELATED NOTES.
E 2, 592, 086.06 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
% `1. 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
CORNERSTONE ASSENT [Y
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
OF GOD CHURCH
_ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE
DB 1660, PG 24 j
/ TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
PARCEL ID 17-078-057
% ', \ / 6. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
GRAVEL STRIP \ 7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER
REFER TO DETAIL /\ \ GRADING REQUIREMENTS.
THIS SHEET
8. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING
/ GRADE TO DRAIN ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE
�. ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
CONCRETE PAD
26.6(GR)
TO GRATE INLET
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.
27 1(TS)
.. `�-, ` \
\
10. ANY GRADING, BEYOND THE UNITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE.
26.6(TP)
,.'
x ,� �. �
r
GRATE INLET
RIM=25.7
\��,
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
1'�
\N�AU:�
V
CONNECT ROOF DRAINS
-,�
\ INV=23.0
\
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,
/ TO HOPE HEADER PIPE 26.6(TP) \, �� \ --' "� \ \ \ \ / 13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING
26.6(GR) �� \ \ xl�/ AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
PARCEL ID J/7-018-049 2. 1(TS) \� O , \\ 26.5(TP\ 14. EXISTING GRADES, CONTOURS, UTIUTIES AND OTHER EXISTING FEATURES FROM SURVEY BY NEWCOMB LAND SURVEYING.
56,078 S.F. \ \ \ \ 26.2(TP) \ \ ,15, THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS
1.29 AC. 27.0 TS \ \ / /e1' SHOWN ON THE PLANS
27.0(TP) \ ` - \ \ \ ,' 16. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL
EXCAVATION 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 DESIGN(S) TO
FFE=27.1 INSTALL SAID ITEMS
V /
70'-10"HDPE \ `' \ ' 17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF EXIT
@ 0.57% ��, FES ,' 7 �\ DOORS, RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
\ WATER -TIGHT \ INV=22.5 /aP / 1
( _ ) f-F / l^;'\/�` 18. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL, AND ANY OTHER
FOREBAY / / / r `y DELETERIOUS MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
' (n`"^ 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
\ \ 24- - - - -*�__x `, - \ , ��/( YYY // / REQUIRED BY THE GECTECHNICAL REPRESENTATIVE.
27.1(TS) \ \ \ -- �\\ :I \//' // / // 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
26.9(TS) �� \ \ CATCH BASIN i \ \ \ , / / 0 (; / / / WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
1 RIM=25.5
�26.9(TS) \ \ NV-22 / \ i I y \ \i �I� / / /O / / /// /' 22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS
26.4(TP) \ �\ // \\ i ) !1 \ N /'// ��[`��� / /' /I�/ GRADE.
�27.0(TS) \ \ 16'-15"HDPE , j j I } \-/ \y 4� 23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
26.5(TP) \ \ @ 0.63% , ' O \ �/ of j'/ 24. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY
C \ \\ (WATERR-TIGHT) // �a/ STABILIZATION FABRIC i0 ALL SLOPES 3H:1V OR STEEPER.
LMI
DISTURBANCE
\\ \ G \26.3(TP) / 84'-10"HDPE 7
• l A VA ,/ (WATER -TIGHT) /
\ EXISTING 314" �\ \/\T4\\\ ,\ DROP INLET \ /26.4(TP) / 26.8(TC)
\ WATER METER W ��\\ �c \ \\ \�\\� ° \ RIM-25.9 /- / / 26.3(TP)
G ^ \ \ ! \ INV=23.3
26.5(TP)
\\ 26.6(TP)
W
W �
\ ' \ N\ CROP INLET
v + \ \ \ \ RIM=25.7
x° 1 \ INV=23.0
\ \ ` --- --
/z\ \ \ \ \\ \\ 26.0(TP)
\\\ \ \\ \\\\ �° \\\
\`� \ NN \ OG
lz\ \ \ G \ <
\ EXISTING DISTRIBUTION BOX
& DRAIN FIELDS
\ MATCH EXISTING
PAVEMENT
23.5(TP)t
EXTEND EXISTING
1 RCP 8FT ` \ o/"
INV.IN=19.4 \
to 18'RCP INV : 19.39
23.0(TP)
22.8(TP)
\ MATCH EXISTING W //
PAVEMENT
\ 23.4(TP)t /
\ \ 24 FES INV: 19.29'
IN
26.3(TP)
25. CONSTRUCTION SHALL COMPLY WITH ALL APPUCABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
\�\ \ 135'-15V'HDPE �' \ �� �;` •'�_ , � , r Nti�- � `JO /�\ /� Ala/
0.30%* 24\
(WATER-TIGHT) O1 /r DRAINAGE NOTES:
15'RGP INV. 20.88' I. A MINIMUM GRADE OF C50 % SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
/ , /,/ 2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
\ 26.5(TC) \ / I10/ ^0 / // ' / 3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
26.0(TP) \ ; /' I / /� / //Rla' / APPLICABLE CRITERIA.
'\ 26.3(TP) A. NO MORE THAN 5"sJ LF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
LIMITS'OF / /// /
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING
26.7(TC) \ / \� i� / ,' / / // DISTURBANCE/ DEVICE, OR BOTH, AHD O'SCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE
26.2(TP) PROPERTY.
26.4(TC)
25.9(GT)
J
Ili
24
/
CONCRETE
/ D. MATERIAL USED FOR BACK -FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND
EMERGENCY / / /// j/ PROMOTE STABILIZATION.
\ ! / SPILLWAY
E. RESTABALIZATION S•IALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS.
WET DETENTION POND
\ \�� NCO\ REFER TO DETAIL ' / / / j / �/ y� F. APPLICABLE SAFE`Y REGULATIONS SHALL BE COMPLIED WITH.
19 SHEET C-10 / / %/i�/ 9 4. CATCH BASINS, MANrGLES, FRAMES, GRATES. ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH
••:;�'• \�� �__ - ' /dV� // / // /�/ / �/// CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. REFERENCE THE FOLLOWING STANDARD DETAILS:
/ / / 840.02 - CONCRETE CATCH BASIN
• • Z`�� SN / / / / / /` j/ / 840.03 - FRAME, GRATES, AND HOOD FOR CATCH BASINS
CC 840.04 - CONCRETE OPEN THROAT CATCH BASIN
\ \ / / / / / !// l" / / 840.14 - CONCRETE DROP INLET
\ ` WET DETENTION PONE / / /// / J/ 840.16 - CROP INLET FRAME AND GRATES
/ O 840,31 - CONCRETE JUNCTION BOX
\ OUTLET CONTROL S-FJCTURE // / /
\ 640.36 --RAFFIC BEARING GRATED DROP INLET
REFER TO DETAIL 840,45 - PRECAST DRAINAGE STRUCTURE
SHEET C-10 CORNERSTONE ASSEMBLY 840,52 - -RECAST MANHOLE
838,80 RECAST CONCRETE ENDWALL
OF GOD CHURCH DB 1650, PG 206 5. ALL PIPES SHALL EE 'LAIC ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD.
l \ \ \ \ \ ♦ / / / / / i �'�J(�Jf)� '
PARCEL 1D J7-018-070 6. STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
TYPE 1: RCP, CLASS III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN CASKETS AT JOINTS.
/ \ r/, Rla / / LEVEL SPREADER & TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HOPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE S AND MP7-97 TYPE
4 L/' 26'3(TP) / / �> /j/ 3OFT VEGETATIVE FILTER STRIP 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 REFER TO DETAIL SHEET C-10
SHALL BE WATERTIGHT.
7 ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE N ESS 0
8'CPF ;NV: 22.07'
J /
OTE: FIELD LOCATE LIMITS OF
EXISTING SEPTIC FIELD PRIOR TO
CONSTRUCTION - NO GRADING IS
ALLOWED WITHIN THE LIMITS OF
THE EXISTING SEPTIC FIELD
18'RCP INV.: 19.37'
EXTEND EXISTING
24 RCP INV.: 79.11' 18" RCP 4FT
\� INV.OUT=19.36
20
EROSION CONTROL NOTES
AN EROSION ANC SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED BY
NCDENR PRIOR TC START OF CONSTRUCTION.0, GR, SCALE
0 10 20 40 80
1 INCH = 2D FEET
HVAC PAD
24
e c
�
`6" THICK #57 STONE
N
2 GRAVEL STRIP
-4 N.T.S.
U L THERWISE 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 S*PUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO REPAIR ANDj 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 JNPAVED 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 GLITTER FLOW LINE.
NOTE TO CONTRACTOR: L
THE NCDENR STORMWATER MANAGEMENT PERMIT REQUIRES THE DESIGN PROFESSIONAL
TO PERIODICALLY OBSERVE THE CONSTRUCTION OF THE STORMWATER MANAGEMENT
SYSTEM AND TO PREPARE A DESGNER'S CONSTRUCTION CERTIFICATION FOR
SUBMITTAL TO NCDENR PRIOR TC THE CERTIFICATE OF OCCUPANCY BEING ISSUED
FOR THE PROJECT, THE CONTRACTOR SHALL COORDINATE WITH THE DESIGN
CONSULTANT FOR THE CONSTRb:'ION OBSERVATION AND PREPARATION OF THE
CONSTRUCTION CERTIFICATION Br CONTAC➢NC:
MATT LOWDER, PE - TRIANGLE SATE DESIGN, PLLC
919-55J-6570
mlowder®trionglesitedeslgn. com
Know what's below.
Call before you dig.
LEGEND:
TC.........
.TOP
OF
CURB
ST..........
GUTTER
FLOW LINE
TP..,
.TOP
OF
PAVEMENT
TS..........
TOP
OF
SIDEWALK
PIN
TOP
OF
WALL
BIN..
BOTTOM OF WALL
CB..
.. CATCH BASIN
GI ..........
..GRATE INLET
®
FES.......
...FLARED END SECTION
BEFORE YOU DIG
YI..........
YARD INLET
TOP
STOP
OR ... .......
GROUND
CALL 1 800 632-4949
--'`^.. ..........FLOW
DIRECTION ARROW
N.C. ONE -CALL CENTER
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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SEAL 9` • 9 1
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OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 8/28/13
JOB NUMBER: 004054
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS

FLOW LONG.
DITCH Q(IOi SLOPEPO H B W SS CHANNEL LINING
TEMPORARY
1.5 CFS
1.0%
LO'
1.0"
5-0'
2�T
STRAW WITH NET
DITCH 1
NAG DS75
TEMPORARY
1,5 CFS
TGAT
TO,
1.0"
56'
2.1
STRAW WITH NET
DITCH 2
NAG 0575
W
EXTEND LINING i0 EXTEND LINING TO
TOP OF DITCH TOP OF DITCH
\.� 6" MIN. FREEBOARD /
H CHANNEL LINING /
SJ ` SS
._ _____ ___________'-__.�''
EROSION CONTROL MAT SHALL IF�
BE AS NOTED OR APPROVED B -�
EQUAL.
TREE PROTECTION NOTES: �� CONTROL CORNER EROSION CONTROL NOTES:
1. TOTAL AREA DISTURBED = 1.39 ACRES,
1. HE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FRL LINES, / S `�\ ® TOTAL SITE AREA - 1.29 ACRES.
IN ADDITION TO THOSE THAT RECEIVE TREE/SHRUB PROTECTION HARRIERS. HE `-�� E.- 2, 592, 086. 06 SOIL TYPE - La - Leaf silt team
CONTRACTOR IS ALSO REQUESTED 70 SAVE ALL OTHER EXIT TREES AND SHRUBS '� • Re - Rains fine lady loom
WHERE POSSIBLE. \; ' � ® r(:�
RE YOU DIG
i - - _ TEMPORARY 2 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SINLL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND
2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER y T\'" ♦ T Q 0D SPECIFICATIONS OF THE NCDENR EROSION AND SEDIMENT CONTROL HANDBOOK
AND IMMEDIATELY COVER ALL ROOT CUT SURFACES URGER THAN TWO INCHES IN `F' ♦ \. ; SILT FENCE /
DIAMETER WITH TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ..:� �K' 3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL MEASURES SHOWN WITHIN THESE PUNS IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA
. _ CALL 1800 632-4949 EROSION AND SEDIMENT CONTROL REGULATIONS.
ADJACENT ro PRocoseD CURB GUTTER OR sm wuK. , - CORNERSTONE ASSEMBLY NC ONE -CALL CENTER
3, NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, 7RAFRC, BURIAL OF GOD CHURCH Know what's below• IT'S THE LAW 4. CONSTRUCTION WORK SHALL BE IN COMPLIANCE WITH REGULATIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NODES) STORM WATER GENERAL PERMIT.
PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE
PROTECTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, �`'r\ DB 1 66Q PG 243 / \ /� before
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. 3S _ p / CQII be ore you dig. 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 ♦ �1 - PARCEL ID #7-018-057
DTF LLC UNOISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY - ♦ :_,\ 3: 1 SLOPES TO T THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDENR
IN DISTURBED/GRADED AREAS. '� EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
429E GRANTHAM ROAD BE STABILIZED WITHIN
5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR / 8. 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
DB 1786, PG 599 ONSTRUCTION BEGINS AND IS NOT 70 BE REMOVED UNTIL AFTER CONSTRUCTION \ 4 DAYS ACCORDING TO \ OWNERS A REVISED PLAN SHOWING OFF -SITE IMPACTS SHOULD BE SUBMITTED AND APPROVED PRIOR TO ANY OFF -SITE GRADING. CONTACT PROJECT ENGINEER AND PROJECT EROSION CONTROL INSPECTOR ID
p.� , _ `F / STABILIZATION TIMEFRAME ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO OFF -SITE GRADING.
PARCEL ID ff7-018-D47 6. TREE PROTECTION FENCE IS 70 BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY \ REQUIREMENTS \
FROM THE TREE .Y, �' \ 9 PRIOR i0 COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PUNS (INCLUDING BUT NOT LIMITED TO OFF SITE BORROWOR i AREAS T R T
oG TEMPORARY DIVERSION DITCH DATA BLOCK
\ \ REFER TO SHEET C-9 FOR TEMPORARY DITCH DETAIL
s\ O\\
\ O\\
LL \
\ \ YARD INLET TEMPORARY
\� TOP: 23.13' SILT FENCE
INV.OUT 20.27'
vv SLOPES STEEPER THAN 3:1 TO
BE STABILIZED WITHIN
\ I\\ \\ 7 DAYS ACCORDING TO
\ o STABILIZATION TIMEFRAME
\\G REQUIREMENTS
LL \\ �\\
x \ \ G
TEMPORARY
G / SILT FENCE GI
15'RCP INV.: X0�4OUTLET I
\ \ \ \\ \ t v� \ TEMPORARY
CONSTRUCTION //
\\ \\ \ \\N, XXX MATERIAL YARD \
/ \ \\ \� X, N STOCKPILE
• ( \ \\ AlAREA
G
EXISTING 3/4" �\ NX \I�NX\
WATER METER \ \ \ \� \ N ` WASH
G � \ \ \ \\ NX ° �p DOWN
\ �\ \NN \ N AREA
WASTE STAGING
0 S ORAGE AREAS), THE
♦ / CONTRACTOR
CO C OR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PUN TO THE OWNER FOR RENEW AND NE NCDENR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHAH
♦ INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND HE ENGINEER A COPY OF THE AMENDED PERMIT.
NJ
TEMPORARY DIVERSION DITCH## 10. EROSION AND SEDIENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED
TTREGULARLY AND SHALL BE WATERED, FERTILIZED, RE-EEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
TEMPORARY ADJUST LOCATION AS NECESSARY IL STABILINCDEN IS THE BEST FORM OF EROSION CONTROL. PNT DISTURBED AREAS WHICH ARE NOT IS RWSE STABILIORO SHALL BE iC SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN ACCORDANCE WITH
,1\ TO MAINTAIN POSITIVE DRAINAGEjHE NCDENR SEDIMENT CONTROL REGULATIONS. PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND ACCEPTANCE.
INLET PROTECTIONTO SKIMMER BASIN " ( '" 12. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFICIT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL Ill�� ♦ ~ \ \ THAT OF THE ORIGINAL APPLICATION.
LJ
K-P. %\ \ 13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. SIX INCHES OF STONE
r ', \ \ 1 SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE.
a1
14, ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF
DIVERSION DITCH TO CLEARING.
Q p ,l BE STABILIZED WITHIN \ 15, SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL
/ PARCEL ID JJ7-01U-0`f9 ♦ �-•L\\ \ 7 DAYS ACCORDING TO BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PLACE.
/ 56,078 S. E ♦ \ \
STABILIZATION TIMEFRAME 16. All DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS COMPLETED.
1.29 AC \ \ REQUIREMENTS / /plr/ I7 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 OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE
/ EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
♦" \\ \\ RIP -RAP APRON�2 p,y CONSTRUCTION SEQUENCE:
\ REFER TO DETAIL / 1. CONTACT LAND QUALITY AT (WASHINGTON: 252-946-6481) BEFORE ANY LAND DISTURBANCE OCCURS.
\� ♦ ` \ SHEET FOR / / 2. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED 70 BE DISPLAYED ON -SITE ARE AVAILABLE.
CONSTRUCTION pT3/ 7 T 3. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFCRE THE ACTUAL START OF CONSTRUCTION. CONTACT NCDENR INSPECTOR.
\ REQUIREMENTS 4. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES MANG BURIED UTILITIES AT LUST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION MEETING.
TEMPORARY \ ` \ ` \ \ °, ♦ \ / / / // Y 5. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT of ACCESS TO STORAGE AND CONSTRUCTION AREAS.
„W/
INLET PROTECTION \ \ i\ �•° ♦ `\ pl 6. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ;CCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION
\ -24-- _ _ _ _ \',.l \ '\ // / `!Jl DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INS7aATION OF THESE MEASURES.
A \ / CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE 111^E \ � � l�N .�+E ' ClION RECORDS FOR THE SITE
INSTALL SKIMMER BASIN - STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES 'RIOR TO BEGINNING MASS GRADING OF THE SITE
�\ \ � � \ \ //// / ,(� / ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDNTELY
/ICJ / // \\ \ \\ \ ♦ / / 0 N / / ALL DEMOLITION DEBRIS IS 7O GO TO AN APPROVED LANDFILL OR RELATED SAC-'tt
TEMPORARY i /i \\ \\ \\ ' ♦ V +`/ / / / / INITIALLY CONSTRUCT THE GRADING FOR THE BUILDING PAD AND THE PARKING ?EAS THAT ARE DRAINING TO THE TEMPORARY SHIMMER BASIN, MAINTAINING S70RMWATER RUNOFF TOWARD THE BASIN. ADJUST
/ INLET PROTECTION / A� pT / / /
\ THE LOCATION OF TEMPORARY DITCHES THEN
NECESSARY TO DIVERT RUNOFF TO THE DRAINAGE SYSTEMSARAWAT TO THE TEMPORARY SKIMMER H SIN. ONCE THESE ERF/S ARE UP TO GRADE AND STABILIZED WITH
/(/N;� CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER RUNOFF TO -E PROPOSED SIORMWA7ER MANAGEMENT DEVICES AND THE TEMPORARY SKIMMER BASIN CAN BE REMOVED AND THE REMAINDER
OF THE PARKING AREA GW BE COMPLETED.
el \ \ \\ / / / 1 i I \ / h •(; [tl ` // / CONTRACTOR TO USE PARKING AREAS ADJACENT 70 THE PROPOSED BUILDING C? LAY-DOWN15FACING AREAS - MAINTAIN THESE ARE45 50 THAT SEDIMENT LADEN RUNOFF WILL BE DIVERTED TO EROSION
CONTROL MEASURES. INSTALL SILT FENCE AROUND LAY-DOWN/STAarvG AREA �- SHOWN
T CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTRO DEVICES AND STRUCTURES-
\ \.,�.�-
� i \` i �%A / / .t(`\` 4VV / ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMAn71T VEGETATION IS ESTABLISHED.
\ \ \ \ ^'� \ \ ,•V- y.. / i/ / ` �J � y /' \ // a/ / 8. STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHITE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER OR UPON
\ \ \ \ j , / , ,/ (,(\� 0 / .� /RT / RECOMMENDATION OF NCDENR INSPECTION PERSONNEL AS CONDITIONS WARRAN''.
TEMPORARY \ / 1 \ \ / `��\ i / 04 \� / / / / / / 9. ALL DISTURBED AREAS SHALL HAVE GROUND S7ABIDZATION BY THE CONTRACTOR A;CCRDING TO THE CHART ON THIS SHEET.
INLET PROTECTION I BAFFLE�TYP) \ x x / / < y \ O Y j / /� / o STABILIZE SITE As AREAS ARE eRoucnr UP TO FINISHED GRADE.
/ 15'RCP INV.: 2
\ I , \ -`/� / / / // / / 11. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDENR, ALL FIS10N CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. EACH SECTION SKA L BE
i i 1 1 SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR AC 'SS. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION CONTROL MEASURES.
SKIMMER DEVICE \\ / I / / / 12, ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF NCDENR INSPECTOR.
13. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 'HE 'LC. EROSION & SEDIMENT CONTROL PUNNING AND DESIGN MANUAL, NCDOT, US. DEPT. OF AGRICUWRE, AND COUNTY
\ �/ / / / / / SEDIMENT & EROSION CONTROL NOTES:
PLUNGE POOL \ \ ,/ ; , / , Z / TEMPORARY // .,¢�j%/// //
TEMPORARY REFER TO \ \ \` IN % // SILT FENCE / .A+ / / I. THE EROSION AND SEDIMENTATION CONTROL MEASURES (BMPS) WERE DESIGNED LONG THE NORTH CAROLINA NCDENR REQUIREMENTS AND SHALL BE INSTALLED ACCORDINGLY, CONTRACTOR SHALL PERFORM ALL
/ / / / .� / ACTIVITIES IN STRICT COMPLIANCE WITH THE NORTH CAROLINA NODES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES GENERAL PERMIT.
SILT FENCE SHEET C-10 / \ ( x f /
TEMPORARY
V A A G INLET PROTECTION
DIVERSION DITCH TO 1 V A\ \\ A � V
O
BE STABILIZED WITHIN 1 \ \ \ \
\ A \ 7 DAYS ACCORDING TO 1 0 \ \
x STABILIZATION TIMEFRAME � Q , g ��`G� \
REQUIREMENTS \ TEMPORARY
\ m XX \ \ SILT FENCE
i
x 3:1 SLOPES TO \\ v A �0 OUTLET \
BE STABILIZED WITHIN \ p��
\ N
14 DAYS ACCORDING TO � \ \ \ \\ �
` \ \ o
TABILIZATION TIMEFRAME
REQUIREMENTS ` \ \ \
.y T \\\ \ \
TEMPORARY DIVERSION DiTCH# 1 \ \\ �\
ADJUST LOCATION AS NECESSARY \\ \\\\ \\�\
TO MAINTAIN POSITIVE DRAINAGE ` \ \\ IN \ \�
TO SKIMMER BASIN C \� �\ \ \X\ III
!\ `
\� \ \ XX o
TE".'ORARY �Dia
�SIL FENCE
AR'_JND SEPTIC
- -SYSTEM
G
\ O \ \
X, \ \\\\�I
\� o`A
AA EXISTING DISTRIBUTION BOX \N, \ \ G
& DRAIN FIELDS
\\
\\\ O04 HORSESHOE ¢L \ \ ,�
\ x INLET PROTECTION
T�
V j £
18'RCP INV.: 19.39'Al
W
a
O
\ � 1
RIP -RAP APRON 1-
x REFER TO DETAIL W
\ SHEET FOR
CONSTRUCTION
REQUIREMENTS
x 24'FES INV. 19.29'
19, ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS UNLESS OTF_nyISE NOTED, THE STE PLAN PROPERTY LIMITS SHALL BE CONSIDERED THE PERMIT LIMITS.
20. SUFFICIENT EROSION CONTROL PRACTICES MUST BE ILLO AND MAINTAINED TC °ETAIN SEDIMENT W'--IN THE BOUNDARIES OF THE SITE.
21. ADDITIONAL EROSION CONTROL MEASURES OR SILT BARRIERS TO BE PLACED AS S-:WN AND/OR DIRE:-9 BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR.
22. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION A'6 STABILIZATION i-ALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS.
23. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE F= I TO COMMENCIN: CONSTRUCTION AND SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL All DISTURBED AREAS ARE
STABILIZED AND GROUND COVER IS ESTABLISHED. CONSTRUCTION ENTRANCE PAS SHALL BE INSTA_ED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
24. ALL EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROS:IIN ACCORDANCE wTH EASEMENT PLATS PRIOR TO ACCEPTANCE.
25, CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF NCD_N?.
\ 4 � // C�Q.[II�iDk OVER REQUIREMENTS:
CONSTRUCTION ENTRANCE
I
-
/ %/ SLOPES STEEPER THAN 3:1 TO
i�BE STABILIZED WITHIN
a '�,1 7 DAYS ACCORDING ro BASIN NOTES:
STABILIZATION TIMEFRAME
SKIMMER BASIN BASED ON 3 DAYS TO DRNN
REQUIREMENTS BASIN AND DIVERSIONS SHALL BE SEEDED, u_:-ED AND ANCHORED/LINED AND PINNED -PON
INSTALLATION OF MEASURES.
GENERAL NOTES:
/ TREE PROTECTION VOTES:
/ 1 THE
CONTRACTOR SHAD OBTAIN AN Y / LOB 0 PA FOR ALL INSPECTIONS CERTIFICATIONS
EQUIPMENT, ETC. THAT MAY BE REQUIRED. I. IN CONTRACTOR SHALL PROTECT ALL -FEES AND SHRUBS OUTSIDE OF CUT/Fill _VIES,
IN ADDITION TO THOSE THAT RECEIVE TREE --,L O PROTECTION BARRIERS. THE
2. THE CONTRACTOR SHALL NOTE THAT N, DRAWINGS ARE SCHEMATIC IN NATURE AND DO CONTRACTOR IS ALSO REQUESTED TO S A,L OTHER EXISTING TREES AND SHRU BS
/ 18 RCP INV.: 19.37' 'COMPLETE ANDY OFFSET. WORKINGSYSTEM.
FliiINC. ETC. THAT MAY BE REQUIRED FORA WHERE POSSIBLE.
i WHEN ROOT PRUNING IS ALLROOT
'JOTS FANCY USING A DISC TEEN -
NECESSARY, C_ J CLEANLY C
3. THE ENGINEER AND/OR
METHODS /O OWNER DISCLAIM ANY ROLE IN HE CONSTRUCTION NUNS AND AND IMMEDIATELY COVER ALL ROOT CUT _-YFACES URGER THAN TWO INCHES N c
E ODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. DIAMETER WITH TREE WOUND DRESSING. _ti PLYWOOD FORMS WHEN TREE ROC _ARE
24 RCP INV. 19. 1 1 ADJACENT TO PROPOSED CURB & GII ;R SIDEWALK.
\ 4. CONTRACTOR SHALL MAINTAIN AN O BUILT" SET OF DRAWINGS TO RECORD THE EXACT
\ LOCATION OF ALL PIPING PRIOR O T CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE 3. NO SOIL DISTURBANCE OR COED DlSr %SfIRUCTIONN MATERIALS, TRAFFIC, BUR,_
�J , ENGINEER UPON COMPLETION OF THE PROJECT WITH A COPY OF HE TRANSMITTAL PITS. TRENCHING , OTHER LAND DISTU=B NC ACTVTY ALLOWED IN THE TREE
LETTER TO THE OWNER PROTECTION ZONE. TREE BARRICADES M'�' E INSTALLED BEFORE ANY DEMO i N
0 E CAGES B S L
FOR DETAIL NI I A / i ,/ / / / / 2. REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSION CONTROL DETAILS AND DESIGN TABLES FOR SEDIMENT BASINS, DIVERSION DITCHES, AND CULVERTS, SLOPE DRAINS, RIP -RAP APRONS
/ i 1 A `j i i / / // / AND OTHER EROSION CONTROL MEASURES.
3. EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPLAIN, UTILITY AND ROAD INFORMATInN TAKEN FROM AN EXISTING CONDITIONS SURVEY, ALL EXISTING INFORMATION IS TO BE FIELD VERIFIED BY THE
CONTRACTOR. // / / // RIP -RAP AT END
®/ / OF EMERGENCY SPILLWAY 4. SEE THE LANDSCAPE PLAN FOR LOCATIONS OF PROPOSED PLANTINGS AND FINAL STABILIZATION.
REFER TO SHEET G- 1 0 5. TEMPORARY MENTION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS 3ROUGFT TO GRADE.
FOR DETAIL 6. DIUCENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND ST° ^T'JRES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL INSPECTORS SO
THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CCNSIRUCTIDN,
i,• \ % MDyL_'`�\ / / / / / / / / 7. SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR CT -ER NOTES REGARDING GRADING ACTIVITIES.
USE PROPOSED WET DETENTION 8. SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY PLAN, PLANTING PLAN AND )THER PLAN SHEETS FOR DETAILED DESIGN INFORMATION OF PERMANENT SIZE APPURTENANCES SHOWN ON THIS SHEET.
/ / / /� // POND AS A SKIMMER BASIN 9. WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF: IMITS ARE AE ACENT, THE TEMPORARY FENCE LINE IS HE LIMITS OF DISTURBANCE. THE LINE TYPES ARE SHOWN SEPARATED
�N \ J / / / / / REFER TO SHEET C-9 OR ILLUSTRATIVE PURPOSES ONLY.
FOR DIMENSIONS 10. CONTRACTOR SHALL NOT DISTURB ANY EXISTING VEGETATIVE GROUND COVER OR 7--EES OUTSIDE OF 'HE LIMITS OF DISTURBANCE OR WITHIN ANY REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR
\ \ SKIMMER BASIN // / /////// CONSTRUCTION REQUIREMENTS ILLUSTRATED.
\ \ /EMERGENCY / / / / / 11. PROVIDE CONTROLS OF POLLUTANTS, INCLUDING, BUT NOT LIMITED TO DUST CON'RD„ DE -WATERING, SOLID WASTE DISPOSAL, AND HAZARDOUS MATERIALS.
/ a
SPILLWAY / / / CORNER( TOAIE A SEA/Bl Y 12 CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL E:;IRES. MASS C-ERRING AND GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED.
\A / / / / / / J IV /EAR /V/ L 13. USE ROCK OR WASHED STONE 7O BRING CONSTRUCTION EXIT 70 GRADE. IMPLEMEAT WHEEL WASHES AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION.
� " OF GOD CHURCH DIVERT STORM WATER RUNOFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES L'SNG DIVERSION D6:HES AND SLOPE DRAINS. CONTRACTOR SHALL MAINTAIN AND RELOCATE DIVERSION DITCHES AND SLOPES
DB 1650, PG 206 14. DRAINS 70 ENSURE STORM WATER RUNOFF DOES NOT ERODE THE FACE OF FINAL-,OPES.
1 q \ XN PARCEL ID 17-0 18-070 15. MAINTAIN PUSHING FLOW TO THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF CC➢ON. NSTRUFACE EXCAVATED SOILS ALONG DOWNSTREAM EDGE OF THE DIVERSION DITCHES TO PROVIDE ADDITIONAL CAPACITY,
TA I / \< 4� \ \ / / / / / 16, REFER TO THE GRADING AND DRAINAGE PLAN FOR FINAL 517E AND PAVEMENT GRATES AND ELEVATIONS OF THE PROPOSED STORM SEWER SYSTEMS.
T SLOPES CTEEPER THAN 3: 1 TO 17, LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO IF-— BEEN RECEIVED - GOVERNING AUTHORITIES, THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED EROSION
AND SEDIMENT CONTROL DRAWINGS DURING CONSTRUCTION OPERATIONS.
BE STAR -ZED WITHIN
18. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES Tl= APPLY.
V\ ♦ / / // , �i 7 DAYS=TWFUNG TO
STAHILIZ=-ON TIMEFRAME
REQUIRE"=NTS
/ / 8'CPP INV.: 22.07'
26
\
\
\
5. IF DEPARTURES FROM HE SPECIFICATIONS OR DRAWING tit DEEMED NECESSARY
S E D EO ECESSA BY
THE CONTRACTOR, DETAILEER S OF SUCH DEPARTURES R AN N F1N_
E U ES D REASONS THEREOF SHALL BE
GRADING OR CONSTRUCTION IN AN-. 4 REMOVED UN71 FINAL INSPECTION BEGINS, - N. L 0\.
4. NO GRUBBING WITHIN TREE PROTECTION '- F V OIL AND LEAF LITTER
LEAVE S
EROSION CONTROL NOTES:
\ \ 1
\ � \
\ \ \
\ 1
\
\ a
Z I
\
I_
\
HORSESHOE
INLET PR'JT T NALL
EC 0
11;°nD0 BIT
DOCUMENTSSUBMIFIED BE WITHOUT HE WRITTIEW. NO EN DEPARTURES N OF THE OWNER.
E PERMISSION 0 E OWNER.
HCONTRACTOR
6 E MUST AT A TIMES, KEEP THE P
ES EE E REM SES FREE FROM
ACC ACCUMULATIONS N F W -
U U O S O WASTE MATERIAL R RUBBISH H
S 0 UBB S CA D BY HIM HIS EMPLOYEES OR
U_c
HIS WORK. ALL DEBRIS P
SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY
E L
BASIS.
IN DSTURBED GRADEDMAREA5.ENT 17H -2 IeD-S OF MULCH. RE -SEED WITH GRq.S ONLY
/
5 1R BARRICADES
TREE B LADES MUST BE INSTALLED RIN •`TUG OR
S LLEO 6E-PE ANY CLEA G. CAR,.,
-REFER
-
CONSTRUCTION BEGIN AN I T R CONSTRUCT '
5 D IS 70 � --M UNTIL AFTER COS UCT N
B _OWED
TREE PROTECTIONF 6 EE ENCE IS 70 BE COCA-� I FOOT PER THEE DIAMETER IN'- AWAY
FROM THE TREE.
REFER TO DETAIL SHEETS C-9 FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSION CONTROL
MEASURES 70 BE USED IN THE DEVELOPMENT OF THIS SITE.
i H T- FOR TEMPORARY AN P RMA - SEEDING
O SHEET C 9 0D E NEM1 EED G SCHEDULES FOR PROVIDINGNC
GROUND
COVER THE FOR THE DEVELOPMENT.
7 ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN --`
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL
0 L DEVICES OR HESTRUCTURES.FOLLOWING
IN ANY EV
ENT, T, SLOPES LET'
EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED DR
OR STRUCTURES
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DE,RM ES,
DR UNDCOVR SUFFICIENT TO RESTRAIN ION NUJ. PROVISIONS FOR PERMANENT
CROURBED AR SUFFICIENT TO RETAIN EROSION MUST CHART
ACCOMPLISHED P.' ILL
ON
DISTURBED UCTO ACCORDING i0 HE FOLLOWING CHART FOLLOWING COMP._ )N
OF CONSTRUCTION OR DEVELOPMENT.
+99CIAIZAMN TI► &FRAME
SITE �'EA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
RF
PE.R lM DIKES, SWALES
DITCb :AND SLOPES
7 DAYS
NONE
H/GH : AUTY WATER (HOW)
7 DAYS
NONE
ZONE
SLOPES >STEEPER THAN 37
7 DAYS
lF SLOPES ARE /0' OR LESS IN LENGTH
AND ARE NOT STEEPER THAN 2.1, 14 DAYS
ARE ALLOWED
SLOPES JI OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN SOFT
IN LENGTH
ALL OTHER ARE45 WITH SLOPES
NONE, EXCEPT FOR PERIMETERS AND
FZA?F? THAN 4:l
14 DAYS
HOW ZONES
EROSION CONTROL NARRATIVE:
DOLLAR GENERAL JAMES Cltt N CRAVEN COUNTY, NO
CONTRACTOR WILL FIRST INSTALL HE CONSTRUCTION a F ' UC ON ENTRANCE. HE C- RACTO >HAL'. THE
N MOBILIZE ON SITE AN INSTALL E DINSTATHE TEMPORARY EROSION N SIO CONTROL DEVICES INCLUDING SILT FE
NCE, CE. INLET
PROTECTION SKIMMER BASIN ANOTHER --F NA A D DEVICES IN ACCORDANCE WITH (CLEARING
CE - PU - CL AL ONLY AS NE
CESSARY ECESSARY TO INSTALL THESE ITEM$). BEGIN DEMOLITION, CLEARING AND 'ATE GRADING
OPERATIONS, STABILIZATION OF EARTHEN STRUCTURES IS REQUIRED IE S`JCTLY A'TH INSTALLATION. THE ON -SITE STORM SEWER SYSTEM CAN NOW BE INSTALLED. IMMEDIATELY SITE AFTER AN INLET IS
O
INSTALLED INLET PROTECTION -
SHALL BE PROPERLY INSTALLED ON THE S-J THE
THE ON -SITE SANITARY SEWER AND WATER SYSTEMS MAY ALSO BE I INSTALLED ONCE THE SITE IS BROUGHT PE F
GRADE. THE SITE PAD WILL BE PREPARED FOR HE PROPOSED BUILDING. THE - IBE GRADE WILL HEN BE ESTABLISHED FOR THE SITE. INSTALLATION OF CURB CANDTU GUTTER WILL THEN BE PERFORMED.
BASE STONE WILL THEN BE PLACED AND FINE GRADED. ALL DISTURBED AREAS W-- BE DRESSED AND SEEDED. REMOVE ALL INLET PROTECTION FROM STORM STRUCTURES WHEN PAVING IS TO BEGIN.
PAVING AND STRIPING - _
ST NG WILL THEN BE COMPLETED. FINALIZE CLEANED
-iN0 AC' -MU RE ONCE UPSTREAM AREAS HAVE BEEN STABILIZED (REMOVE ACCUMULATED SEDIMENT). ALL LANDSCAPING WILL BE
COMPLETED. THE ON -SITE " 0 S E STORM SEWER SYSTEM CHILE
BE CLEANED C ?NY AC:.MULATEO SEDIMENT
ED MEAT WHICH SHALL BE DIP F DISPOSED 0 IN A LAWFUL MANNER. ALL ACCUMULATED
U VURED SEDIMENT BEHIND
$Ili
FENCE AND OTHER SEDIMENT DEVICES SHALT BE REM C S OWED AND DISPOSE IN A -4WFti_ MANNER ACCORDING TO THE GROUND STABILIZATION REQUIREMENTS ON HIS SHEET REMOVE Pii
SEDIMENT CONTROL MEASURES FROM THE SITE. CONTRACTOR SHALL MIN MZE THE NGN OF TIME BETWEEN INITIAL LAND DISTURBANCE AND FINAL VEGETATION STABIUZA7ION OF THE SITE
THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES ARE INTENCED TO TRA= ANY STORMWATER RUNOFF FROM THE CONSTRUCTION SITE AND DETNN IT LONG ENOUGH FOR SEDIMENT AND
POLLUTANTS TO SETTLE OUT OF THE STORMWATER BEFORE DISCHARGE. •'PIOUS E'SION CONTROL MEASURES ARE USED TO PREVENT POLLUTANT -LADEN STORMWATER RUNOFF FROM PLOWING ONTO
ADJACENT PROPERTIES.
NOTIFICATION OF LAND RESOURCES SEDIMENT
E T AND ERO
SION CONTROL
SELF-INSPECTION
PROGRAM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDEDI \ 2006 -
- RE --RE THAT PE
RSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
C S INSPECT A PROJECT AFTE
R
EACH PHASE OF THE PROJECT TO MAKE
SURE THAT THE APPPS /ED P->I N AN 0 D SEDIMENTATION Ni CO ROL PLAN IS E BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION
F OF THESE INSPECTIONS TOOK EFFECT - \� E EC OCTOBER 1 2010. THE o F _P "JN EL EC PROGRAM I P $ SEPARATE FROM THEWEEKLY -
SELF MONITORING PROGRAM Of THE NODES
STORM -WATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCJS OF '1E S_ f-INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION
CONTROL MEASURES ACCORDING TO THE APPROVED PLAN, THE INSPE:: CANS VEST BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS ' 71-54' AND 5A NCAC 48.0131, THE SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL
SPREADSHEET FROM http://www.dlr.enr.stote.nc.us/pages/sedl--ntatior-,ewF*-1 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CALL THE APPLICABLE
NCDENR REGIONAL OFFICE. (RALEIGH. 919-791-4200) (FAYETTEoILLE :']-43_'-3300) (WILMINGTON: 910-795-7215) (WASHINGTON: 252-946-6481)
(WINSTON-SALEM. 336-771-5000) (MOORESVILLE. 704-663-IE99) (A--EVILLE 828-296-4500),
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
•,= Q OF E S A �U� f •i
SEAL
244 4g. (1:
9 U,
9
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bD O
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C\2rn�U
OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD. MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 8/28/13
JOB NUMBER: 004054
TITLE:
EROSIO
N
CONTROL PLAN
SHEET NUMBER:
C-5
COMMENTS:
,. i _ __ _ _. - INS ��. .A L • A .. .., f .., ..A t I t, .
....• f e h , ly f

DTF, LLC
429 E GRANTHAM ROAD
DB 7786, PG 599
PARCEL ID JJ7-018-047
NATURAL GAS
SERVICE
G FIRE HYDRANT AT
18'RCP INV.: 19J7'
24RCP INV : 19.11 '
'%`DD YANG. 91) a7'
GUN(HULUUHNER
N 484, 490.45
E 2, 592, 086. 06
CORNERSTONE ASSEMBLY
OF GOD CHURCH \
DB 1660, PG 24J
\ PARCEL ID JJ7-018-057 / \
FIRE PROTECTION NOTE:
THE PROPOSED BUILDING WILL NOT HAVE A FIRE SPRINKLER SYSTEM
/
\ TRANSFORMER PAD (IF REQUIRED) \ '
* CONTRACTOR TO COORDINATE WITH
\ UTILITY PROVIDER FOR SERVICE REQUIREMENTS.
\ A POLE MOUNTED TRANSFORMER IS PREFERRED \
/
\ TO SERVE THE SITE IF ALLOWED BY
\UTILITY SERVICE PROVIDER.
UTILITY SERVICE NOTES
WATER SERVICE
GENERAL CONTRACTOR TO PROVIDE AND INSTALL A I' WATER SERVICE ONE FROM
PROPOSED WATER MAIN TO BUILDING PER MUNICIPAL REQUIREMENTS.
CONTACT: CRAVEN COUNTY WATER DEPARTMENT
TELEPHONE: [phone]
ELECTRIC SERVICE
"POWER CO.' TO PROVIDE UNDERGROUND 120/206/3 PHASE SERVICE. GENERAL
CONTRACTOR TO PROVIDE AND INSTALL TWO 4 DIA CONDUIT W/ PULL WIRE TO UTILITY
COMPANY POINT OF CONNECTION.
CONTACT: CITY OF NEW BERN
TELEPHONE: [phone]
TELEPHONE SERVICE
"TELEPHONE CO." TO BROADS NEW UNDERGROUND SERVICE. GENERAL CONTRACTOR TO
PROVIDE AND INSTALL A 4' DR. PVC CONDUIT W/ PULL WIRE FROM PHONE PANEL
BOARD TO UTILITY COMPANY POINT OF CONNECTION.
CONTACT:
TELEPHONE:
SANITARY SEWER
GENERAL CONTRACTOR TO PROVIDE AND INSTALL A 4' SCHEDULE 40 PVC FROM
PROPOSED SEPTIC SYSTEM TO LAST CLEAN OUT OUTSIDE OF BUILDING. (MIN. IL SLOPE).
PROVIDE CYAN OUTS EVERY 75' (TYPICAL).
CONTACT: CRAVEN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
TELEPHONE: [phone]
NATURAL GAS
GENERAL CONTRACTOR TO COORDINATE WITH NATURAL GAS UTIUTY FOR SERVICE ONE TO
PROPOSED BUILDING.
CONTACT: PIEDMONT NATURAL CAS
TELEPHONE: [phone] (DAN VOINA)
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FEET
UTILITY NOTES:
1. THE CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILDIES 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
1 / \ 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 CRAVEN COUNTY HEALTH DEPARTMENT.
1 •" e \ �,/ 3. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE CRAVEN COUNTY HEALTH DEPARTMENT WITH REGARDS TO MATERIALS AND
INSTALLATION OF THE WATER AND SEWER LINES.
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. A
PRE -CONSTRUCTION MEETING WITH THE VARIOUS UTILITY 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.
1\` / A
6. THE CONTRACTOR SHALL COORDINATE ANY INTERRUPTION OF UTILITY SERVICE WITH THE OWNER AND THE UTILITY COMPANY. ANY
PLANNED INTERRUPTION OF UTILIN SERVICE SHALL BE GVEN A 48 HOUR NOTICE TO THE UTILITY COMPANY AND THE OWNER.
7. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED UTILITIES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE OWNER
/� / IMMEDIATELY FOR DIRECTIONS.
/
8. PRESSURE REDUCING VALVES WI,L BE REQUIRED ON THE DOMESTIC WATERLINES FOR EACH BUILDING IF THE STATIC PRESSURE IN
1.i-�''�� �\ .(1�� / THE WATER MAIN EXCEEDS 80 PSI. SEE MECHANICAL/PLUMBING PLANS
hE. CYIYYY X /
9. ROUTES SHOWN FOR WATER SERVICES, ELECTRIC, SANITARY SEWER BUILDING LATERALS AND ROOF DRAIN PIPING ARE SUBJECT TO
STORMWATERr- a/ CHANGE.
+ MANAGEMENT // �/ / 10. THE CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC,
+� AREA /+/ O O TELEPHONE, SEWER, AND WATER. / 15 RCP INV.: 20.88 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 UTILITIES, AND THE
HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT OWNER IN THE
EVENT OF ANY UNFORESEEN CONFLICTS BETWEEN EXISTING AND PROPOSED UTILITIES SO THAT AN APPROPRIATE MODIFICATION MAY
UNDERGROUND ELECTRIC/ k / 1a
/ BE MADE,
TELEPHONE SERVICE /' 12. THE CONTRACTOR SHALL INSURE THAT All UTIUTY COMPANIES AND CRAVEN COUNTY HEALTH DEPARTMENT STANDARDS FOR
CONTRACTOR TO COORDINATE // 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
SERVICE WITH APPROPRIATE j / 1-0' AND SHALL PAY ALL FEES -OR CONNECTIONS, DISCONNECTION, RELOCATIONS, INSPECTIONS, AND DEMOLITION.
UTILITY COMPANY '
/ 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.
/
O 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 CRAVEN COUNTY HEALTH DEPARTMENT AND NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
� J
/ 1�' O 15, MAINTAIN MINIMUM 10'-0" HORIZONTAL SEPARATION BETWEEN ON -SITE SAN, SEWER AND DOMESTIC OR IRRIGATION WATER PIPING
6\ /� / WHENEVER POSSIBLE. WHERE WATER PIPING MUST CROSS OVER SAN. SEWER PIPING, MAINTAIN A MINIMUM 18' VERTICAL
OJ SEPARATION. WHERE SAN, SEINER PIPING MUST CROSS OVER WATER PIPING, MAINTAIN A MINIMUM 24" VERTICAL SEPARATION AND
PROVIDE MIN, 4" THICK CONCRETE ENCASEMENT OR 4" CONTINUOUS CAST IRON PIPE SLEEVE ON WATER PIPING FOR A MINIMUM
OF 10'-0" ON EACH SIDE =F THE SAN. SEWER CROSSING. WHERE PERMITTED BY LOCAL CODE, DOMESTIC WATER AND SAN.
O SEWER SERVICE PIPING MA` BE INSTALLED IN A COMMON TRENCH. TRENCH AND PIPING PLACEMENT SHALL COMPLY WITH ALL
h�TO / / j / J GOVERNING CODES AND PEGULATIONS.
5 o
EXISTING SEPTIC SYSTEM
8'CPP INV., 22.
HYYKVVLU KYL NJJLMtlL115
3/4" ASSEMBLIES
CONBRACO
40-204-02
FEBCO
825Y-BV, 825YA-B,
HERSEY
FRP II
RAINBIRD
RP-QT-075
WATTS
909 QT, 009M1 OF, DOW OT
WILKINS
975XL
I. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPIT
HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER -US
APPURTENANCES CONNECTED TO THE SUPPLY ONE BETWEEN ANY WATER
METER AND T'S UTILITY DEPARTMENT REQUIRED BACNROW PREVENTER.
2. EACH UTILITY DEPARTMENT REQUIRED BACKROW PREA.NTER ASSEMBLY IS
REQUIRED TO BE TESTED BY AN APPROVED CERTINET TESTER PRIOR TO
PIACING THE WATER SYSTEM INTO SERVICE.
RPZ BACKFLOW PREVENTER
,C-6�) NOT TO SCALE
CORNERSTONE ASSEMBLY
OF GOD CHURCH
DB 1650, PG 206
PARCEL ID JJ7-018-070
1/4 TURN FULL PORT
BRONZE BALL SHUT-OFF
VALVE #1
STRAINER OPTIONAL
REMOVABLE INSULATED
ENCLOSURE WITH DRAIN \
PORTS. i
SLOPE GROUND AWAY FROM
COVER (TYP.)
Know what's below.
Call before you dig.
BEFORE YOU DIG
TTO P
CALL 1 800 632-4949
N.C. ONE -CALL CENTER
IT'S THE I AW
FINISHED GRADE
CAST IRON MANHOLE %ALVE BOX DEWEY BROS.
NO. MH-VA-4 OR EQ, FOR 4"-6" DIA. PIPE
DEWEY BROS, NO. MH-VA-2 OR EQ. FOR 8"
DIA. PIPE
COLLAR
CLEANOUT RISES MATERIAL AND DIA. TO
MA";H THAT OF MAIN LINE
1/4 TURN FULL PORT BRONZE
BALL SHUT-OFF VALVE #2
18 SQ. PLUG
8„
HOT POURED ASPHALT JOINT
COMPOUND
60' 30' OR 45' SHORT RAD. ELBOW
�CNC. REST g" COMPACTED BACKFILL
B_DCK
2,-0„
MIN. IF CLEANOUT ® END OF LINE, INSTALL
PLUG HERE
PLAN
SANITARY SEWER CLEANOUT
NOT TO SCALE
NOTE:
CLEAN -OUT TO BE TYLER
PIPE MODEL 003533 SERIES
OR EQUAL INSTALLATION
SHALL BE FLUSH WITH
SURROJNDING FLOOR
SURFACES.
FLUSH WITH —
FLOOR LINE —\
FLOW 9 1111 4
2 2-WAY CLEAN OUT DETAIL
NOT TO SCALE
EXTRA HEAVY DUTY CAST
IRON ADJUSTABLE SCORIATED
SECURED COVER
BRONZE TAPER THREAD PLUG WITH
COUNTER SUNK HEAD
LINE LENGTH TO SUIT
FLOW 4"
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
A
,04�o ESo 0`
SEAL
j2443�• l
W
W
0 0
tip O
o
U CQ) U
z
LL C\2 M CU
OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, INC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 8/28/t3
JOB NUMBER: 004054
TITLE:
UTILITY PLAN
SHEET NUMBER:
C-6
COMMENTS

.: ,a ..•_:LL �..L _
NCDOT PAVEMENT SECTION
SCALE: NOT TO SCALE
PAVEMENT GENERAL NOTES:
I. DETAILS ARE DOLLAR GENERAL MINIMUM REQUIREMENTS AND MAY INCREASE WITH VARIOUS SOIL CONDITIONS. A
GEOTECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE COMPLETED FOR EACH
DEVELOPMENT THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL PAVEMENT REQUIREMENTS.
INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL, WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE, THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS.
3 HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY THE
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
SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R (GUIDE
FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
3" S9.58 PER NCDOT STANDARDS
4" 119DB PER NCDOT STANDARDS
10" COMPACTED AGGREGATE BASE
OR 5" B-25.OB PER NCDOT STANDARDS
COMPACTED SUB GRADE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION
3" ASPHALT WEARING COURSE
(2) 1.5" LIFTS
NCDOT S-9.5A
6" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
STANDARD DUTY ASPHALT DETAIL
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
SCALE: NOT TO SCALE DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION[
1.5" ASPHALT WEARING COURSE
NCDOT S-9.5A
2.5" ASPHALT BINDER COURSE
NCDOT 1-19.08
8" COMPACTED AGGREGATE BASE
COMPACTED SUB GRADE
HEAVY DUTY ASPHALT DETAIL
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
SCALE: NOT TO SCALE nPPAPTMFNT nF TRANSPORTATION STANDARDS AND SPECIFICATIONS. LATEST FSTTION
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
E_
SCALE: NOT TO SCALE
MATERIALS AND CONSTRUCTION REQUIREMENTS PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EMION
w
d
REINFORCING AS RECOMMENDED
0.
BY GEOTECHNICAL CONSULTANT
w
(RE: NOTE 3 ABOVE)
ce-
U
Z
6" 4,000 PSI REINFORCED CONCRETE
O
AT DUMPSTER/LOADING AREA
U
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, LATES EDITION
1 PAVEMENT DETAILS
C - 7 NOT TO SCALE
ACCESSIBLE PARKING SIGNAGE NOTES:
i. 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 BLACK OPAQUE
LEGEND AND BORDER.
4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK 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 ALIGNED WITHIN 12" OF CENTER OF PARKING SPACE.
MUTCD
VAN R7-8P
ACCESSIBLE 12"x6"
RESERVED
PARKING
MUTCD
R7-8
12'08"
MAXIMUM
PENALTY
$ 250 12"A"
PszP-sr..
STANDARD 6" CURB
PARKING SPACE STRIPING HEIGHT -
—�
ACCESS
MUTCD
VAN
R7-8P
ACCESSIBLE
12'x6"
RESERVED
PARKING
MUTCD
R7-SE
12"x26"
MAXIMUM
PENALTY
$250
HANDICAP SIGN
Q
C
sTa�rca�
BOLLARD
WITH H.C.
PARKING SIGN 1.10 MAX
SLOPE SLOPE CONCRETE
AWAY FROM BUILDING
1/8" PER FOOT
a' CURB J'
HEIGHT
Pq
A. �MFNT
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
0
CONCRETE SURROUND AROUND PIPE COLUMN
�A o
1' 6"
MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
SIGN
SipC
FYYq�f'
/ 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 RAM,.
HANDICAP PARKING, ACCESS
RAMP AND ACCESS AISLE DETAILS
NOT TO SCALE
SITE ACCESSIBILITY DETAIL NOTES:
1. 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 707.. COLOR CONTRAST).
6, THE MATERIAL USED TO PROVIDE COLOR CONTRAST IN CONCRETE ACCESSIBLE RAMPS SHALL BE AN INTEGRAL
(PERMANENT) PART OF THE CONCRETE AND SHALL NOT BE PAINTED ON OR CAPABLE OF FADING OR WEARING OFF,
T FINISHED GRADES OF PAVEMENT IN HC PARKING AND ACESSIBILUY AISLE SHALL NOT EXCEED 1:50 SLOPE IN ANY
DIRECTION.
SEE ARCH PUNS
H.C. / SHOPPING CART RAMP TO BE
CENTERED ABOUT THE FRONT DOOR.
1:10 MAX
BOLAI
H
PARKING S
RE
PAINTED
4 HANDICAP PARKING DETAIL
NOT TO SCALE
COLORED TOOLED SERRATE[
SLIP RESISTANT 5,RFACINC
AND/OR TACTILE WARNING
DEVICE AS REQURED BY
AMERICAN WITw DISABILDIEE
ACT ACCESSIB ITY GUIDEUN3
AND CODE REQUIREMENTS
1:10 MAX SLOPE PAINTED "E10W
BOLLARD WITH HANDICAP PARKING
SIGN, AS REQUIRED.
4" PAINTED STRIPES - HC B_A
COLOR 0 24" O.C. AT 45 Xi REES.
4" PARK NO SPACE STRIPE.
BLUE CC, CR.
EEL
ALL HANDICAFxD RAMP AND ACCESS AISLES
SHALL MEET t_ CODES AND ADAAG
REGULATIONS.
1 3/8"
I I
3/I
REENSTREAK PAVING CAP SEAL
ROFILE #610 - SEE SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
TYPICAL EXPANSION JOINT
5 CONCRETE JOINTS
C —7 NOT TO SCALE
6'-0"
CONTRACTOR TO COORDINATE
EXACT REBAR HOLE SIZES
AND LOCATIONS WITH WHEEL
STOP MANUFACTURER.
PLAN
NOTE: SEE SPECIFICATIONS FOR
SPACING REQUIREMENTS
TYPICAL CONTROL JOINT
0" TO FACE OF CURB OR SIDEWALK
2" TO FACE OF BUILDING
8"
ASPHALT PAVEMENT
I
3/4" - I" DIA. HOLE
18" {3 REBAR. FILL HOLE WITH SLURRY
MIX OF NON -SHRINK GROUT AFTER
REBAR INSTALLATION.
I
6 WHEEL STOP SECTION
C —7 NOT TO SCALE
6'
SEALANT
1" RAD.
6X6 - 10/10 WWF
ASPHALT PAVEMENT
4" CONC. SIDEWALK ' 3"
CLR.
COMPACTED SUBGRADE - -
(REFER TO GEOTECHNICAL -
REPORT)CS
'
#4 CONTINUOUS STEEL I I ' 8 I; I
REBAR (TOP AND BOTTOM) I-
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6" FRDM FACE OF
I CONCRETE SIDEWALK
9'-0' (MIN) WIDE TURN -DOWN STYLE
CONCRETE SIDEWALK IN FRONT OF
BUILDING - SLOPE AWAY FROM
BUILDING.
f�": ( z
I'I ASPHALT PAVEMENT
COMPACTED STONE
BASE
MPA T CO C ED SUB
BASE
8 SIDEWALK DETAIL
C-7 NOT TO SCALE
SAWCUT JOINT - FILL
WITH SELF LEVELING
ELASTOMERIC SEALANT
2'-4* 4,4 TREATED PINE (USE GALVANIZED NAILS FOR FASTENING)
j SPACING IF ANY PARCEL OF LAND ADJACENT TO THE DEMISED PREMISES IS EITHER
ZONED FOR RESIDENTIAL USE OR IS ACTUALLY BEING USED FOR RESIDENTIAL
PURPOSES ('RESIDENTIAL PROPERTY), LESSOR SHALL CONSTRUCT A PRIVACY
FRONT TOP VIEW 1X6 -20 FENCE IN ACCORDANCE WITH TENANT'S PROTOTYPE PUNS AND ANY
APPLICABLE ORNAMENTAL
REQUIREMENTS ALONG ANY PORTION OF THE DEMISED PREMISES BORDERING
UPON SUCH RESIDENPAL PROPERTY.
POST SPACING I^
4x4 4
IX6 1
2.4 2
m
g HVAC SCREEN FENCE
C-7 NOT TO SCALE
NOTE: NUMBER OF BOARDS WILL VARY
DEPENDING ON SPACE BETWEEN
80ARDS AND ACTUAL WIDTH
OF BOARDS.
TRIANGLE
`+ SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
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OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 8/28/13
JOB NUMBER: 004054
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C 7
COMMENTS:

B
6" DIA.
STL. GONG,
FILLED
GATE POST
FRAME AND CROSS
BRACE
a
METAL GATE FENCING
GATE HINGE
GATE POST DETAIL
18'-0"
0 UTA 3IL. UUNU.
FILLED GATE POST
DOUBLE DUMPSTER LAYOUT DETAIL
4' PRE -CAST
CAP
CONCRETE SLAB
NOTE:
FOOTING i0
MATCH BUILDING
SEE STRUCTURAL DWGS. (TYP. FTG.)
CONCRETE PAD (HEAVY
DUTY CONCRETE)
BLOCK DUMPSTER
SCREEN WALL
#5'S AT 32"
ON CENTER
VERTICALLY.
i 8" BLOCK TO
MATCH BUILDING
SECTION A -A - WALL SECTION
3 J HANDLE �1/2" STEEL
DROP BARS
I" DIA. PVC
SLEEVES 6' LONG
SECTION B-B - GATE
1 DOUBLE DUMPSTER DETAILS
C -8 NOT TO SCALE
ELEVATION REFER
TO GRADING PLAN
EL HINGE
METAL GATE
6" CIA_ STL. CONC.
FILLEC GATE POST
GATE HINGES
ANCHORED TO POST
AND FASTENED TO
DOOR BRACE.
6" DIA S'.
CONIC. ' "-LED
GATE POS
8" BLOCK
METAL DUMPSTER GATE
g STOP SIGN DETAIL
C - B NOT TO SCALE
BACKFILL TO TOP OF CURB
ASPHALT
PARKING LOT
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
NOTE:
SET BOLLARD INTO CONCRETE FODDER AS SHOWN. POUR
CONCRETE SIDEWALK TO BOLLARD.
CONCRETE WASH DOME - PROVIDE SMOOTH,
ROUND SURFACE
4" PIPE - CONCRETE FILLED. REFER TO
PLANS FOR SIZE AND LOCATION. PAINT —
OSTIA SAFETY YELLOW.
SLOPE SURFACE AWAY FROM PIPE TO 1/2"
PRE -MOLDED EXPANSION JOINT (TYP.)
ASHPHALT (OR) GONG. PAVING --.
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
3 TYPICAL BOLLARD DETAIL
C-8 NOT TO SCALE
3'-D" 6"
q16'
3" RAD.
CCMPACTED SUBGRADE
-NOTE: 1. ALL CONCRETE TO BE 3,600 PSI IN 28 DAYS.
7 CONCRETE FLUME
C-8 N'6
n
3'-0" MINT
LINE POSTS
3'-6" MIN.
GATE OR
CORNER POSTS
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.
4 TIMES POST DIA.
CHAIN LINK FENCE AND GATE DETAIL
NOT TO SCALE
4 PAVEMENT MARKINGS
C -8 NOT TO SCALE
5'-0" MAX.
CONCRETE (TYP.)
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE yP-0619
SEAL:
• ••••��• CAR 6 ,,•, L
. o�'..oFESsia2.J,G
SEAL
2443.4p• rj
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OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
9t9-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MISR. MEL
DRAWING BY: MEL
DATE: 8/28/13
JOB NUMBER: 004054
TITLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
c 0
COMMENTS

\ \ I I // CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
MAINTENANCE.' \\ �
INSPECT INLET PROTECTION ONCE A WEEK
AND AFTER EVERY RAINFALL `TO
IMMEDIATELY REMOVE SEDIMENT FROM
THE FLOW ARFA AND REPAIR THE
UNER51ON REPAIR THE CHANNEL LINING \ RIP RAP HEADWALL
AS NECESSARY PER THE
MANUFACTURERS /AEA' OUISN / �//��//llllllll//////S #5 WASHED STONE. 1'-0' THICK
REOUIR£MENTS CHECK OUTLETS ANO \ / x 3'-D" HIGH MINIMUM
MAKE TIMELY REPAIRS AS NEEDED TO - j sFO�'"ENz SToanGE AHen
AVOID GULLY FORMATION WHEN THE
AREA ABOVE THE INLET PROTECTION l5 �
PERMANENTLY STABILIZED, REMOVE THE
PROTECTION AND FILL AND STABILIZE THE /
CHANNEL TO BLEND WITH THE NATURAL
SURFACEPERSPECTIVE VI /EW
NO SCALE
AREAS TO BE DISTURBED SEDIMENT STORAGE
FLOOD STORAGE ZONE RIP RAP
HEADWALL
., 2�
(CUT, FILL, ETC. \ PIPE NATURAL GROUND
L INVERT
15'
`- 3 FLOW _ _ _ _ _ _
5' 71I ,
CLASS I RIP -RAP
MAXIMUM SEDIMENT DEPTH
CLEAN OUT POINT)BS WASHED STONE
( SECTION THRU CATCH BASIN FILTER AND CULVERT PIPE
NO SCALE
g HORSESHOE INLET PROTECTION
C-9 NOT TO SCALE
MAINTENANCE
PERIODICALLY
SLOPES FOR
THESE AREAS
ORIGINAL ERA,
MULCH AS 54
7 SLOPE TRACKING DETAIL
C-9 NOT TO SCALE
CONCRETE BLOCK
L
r3rd
'Ado
xffi .AF
s T o
It's
a
21 SLOPE, GRAVEL FILTER
WIRE SCREEN
TEMPORARY SEDIMENT
POOL
DEWATERING
16"MIN.
56..
2'MAX.
n
Itr
SEDIMENT
T
TEMPORARY INLET PROTECTION
-HUB END ON OUTLET
END SECTIONS. SPIGOT
END ON INLET END
SECTIONS.
NOT TO SCALE
NOTE
USE DOZER TRACKS TO CREATE GROOVES
PERPENDICULAR TO THE SLOPE. GROOVES WILL CATCH
SEED, FERTILIZER, MULCH, RAINFALL AND DECREASE
SEDIMENT IN RUNOFF.
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 2'1 WASHED STONE
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WIL
L LL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN.
5. FILTER FABRIC SHALL BE MI 500 OR EQUAL.
6, ENTRANCE SHALL BE A MINIMUM OF 20' IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER.
100' MIN
- y PUBLIC STREET
EXISTING GROUND �z _+ -
�F SOIL STABILIZATION FABRIC
UNDER WASHED STONE
4 U UJ1NCD1RU1.11V1N nPlInA1NLdS
C-9 NOT TO SCALE
6'-0' MAXIMUM
SILT FENCE FABRIC
GAUGE MLIRE WIREMUM S Ij1 �/ ;f WIREINSTNFROMLED TTOP SECOND
I
MIN. 10 GA.
LINE WIRES
MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
TRADE
MAINTENANCE
INSPECT CONSTRUCTION ENTRANCE PERIODICALLY
FOR CONDITION OF SURFACE, TOP-ORE55 WITH TOP OF SILT FENCE
NEW GRAVEL AS NEEDED MUST BE AT LEAST 7'
ABOVE THE TOP OF
THE WASHED STONE -
8' MAX,
SILT FENCE
STEEL FENCE POST
WIRE FENCE \
HARDWARE CLOTH \\\\ NOTES:
I. REMOVE SEDIMENT FILTER OF #57 . FILTER OF If57
WHEN HALF OF STONE WASHED STONE WASH STONE
OUTLET IS COVERED. L WASHED S 0 E
2. REPLACE STONE AS . Sr a •Cx'a. /
3' FILTER FABRIC
NEEDED TO ENSURE ON GROUND
DEWATERING.
4' MIN.
='-
rr r�.
I, , rT t
,.-, -
` -
S In t'
.-
�°
,n IP
'�
i T ?
I '_
-
.:
-:
t�
'1'
u
-
------------
VARIABLE AS DIRECTED BY THE ENGINEER
WARNING SIGN
ITT
TREE PROTECTION AREA
-'-(--
-1
DO NOT ENTER
-
X.
1 .)
ORANGE, UV RESISTANT
'I
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
i FRONT VIEW /y
0
MAINTENANCE NO7ES -I-FILL SLOP
NOTE:
1. FILTER OUTLETS SHALL SE INSPECTED BY 7NE FIN4NClALLY
,I
RESPONSIRL£ PARTY OR H15 AGENT LNMEOLATELY AFTER EACH
L
-:
1. USE SILT FENCE ONLY WHEN
-
RAINFALL AND AT LEA5T DAILY DURING PRO LONGED RAINFALL.
DRAINAGE AREA DOES NOT
ANY REPAIRS NEEDED SLI BE MADE IMMEDIATELY
EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2
THE STONE SHALL BE REPLACED PROMPT Y AFTER ANY £VENT
THAT H45 CLOGGED OR REMOVED IT
2. REMOVE SEDIMENT DEPOSITED AS
o
NEEDED TO PROVIDE STORAGE
J
SED/MENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSl75 N
VOLUME FOR THE NEXT RAIN AND
REACH 6 INCHES ANY SEDIMENT DEP05173 REMAINING IN
TO REMOVE PRESSURE ON THE
PLACE AFTER 7HE SILT FENCE OUTLET 15 REMOVED SHALL BE
SILT FENCE.
DRESSED TO CONFORM TO THE EXI5T/NC GRAPE, PREPARED
AND SEEDED.
5
SILT FENCE
C-9
NOT TO SCALE
I. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE 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 OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2x4 WOOD STUDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK
OPENING TO HOLD GRAVEL IN PLACE.
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.
MAINTENANCE SPEC/F/GTIONS
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH 5/OVIRCANT
(112 INCH OR GREATER) RAINFALL £VENT. CLEAR THE MESH WIRE
OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE
STONE AS NEEDED.
NATURAL GRADE
E
2 RIP -RAP 2
I-
LI E 1 P
/
STEEL BACK ROD
4"' 5 WASHED STONE
B L
PLAN I' MIN. �I 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 (RUSH) 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 M4✓OR RAINS AND MAKE
REPAIRS PROMPTLY. GIVE 5P£CLAL ATTENTION TO
THE POINT WHERE CONCENTRATED STORM WATER
9 RIP -RAP APRON FROM DRAINACE P/PE SISIEMS ENTER THE
APRON CAREFULLY CHECK STABILITY OF
C-9 NOT TO SCALE RlP-RAP AND LOOK FOR INDICATIONS OF PIPING;
SCOUR HOLES OR BANK FAILURES MAKE
REPAIRS IMMEOATR r,
Rip -Rap Apron#1
DIMENSIONS
ENTRY WIDTH
3.8
Fr
LENGTH
7.5
Fr
EC]T WIDTH
8.8
Fr
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
Rip -Rap Apron#2
DIMENSIONS
ENTRY WIDTH
4.5
Fr
LENGTH
9.0
Fr
EXIT WIDTH
10.5
Fr
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
FROM VIEW
MIN. 12-I 2 GA. G01
INTfRMEDIA MIN
MIN
WIRES
40'
RIDE
T TREE PROTECTION AREA T
78'
DO NOT ENTER
WARNING SIGN DETAIL
BURY WIRE FENCE AND HARDWARE CLOTH " BOTTOM OF WIRE FENCE AND
L FENCE POST BURY WIRE FENCE, FILTER FABRIC BURIED 8"
MAX 2' APART FILTER FABRIC,
18' INTO AND HARDWARE VERTICALLY AND 4" HORIZONTALLY
CLOTH IN TRENCH
SECTION VIEW
IN EXCAVATED TRENCH
NO MWNIEAWITCE NOIfS.
3 SILT FENCE OUTLET R!TEADUnETS SALAH BE AASPECILD BY THE FIN4NCALLY RESPoNVBLf PARTY OR HIS AGENT IMMEDATELr
A7FR EACH RAINFALL AND AT LEAST OWLY DURING PROLONGED RAINFALL. ANY REPAIRS NEfV59 SHALL BE MAOE
C-9 NOT TO SCALE IMMEIX4kzY
2 THE STONE SHALL SE REPLACED PROMPTLY Af7ER ANY EVENT THAT HAS BY06 ED OR REMO✓ED R
J SEDIMENT DEPOSRS SHOULD BE REMOVED WHEN OEPOS175 REACH LALF THE HEIGHT Of THE HIRRIL72 ANY
SEDIMENT DEPOSITS RfMWNING AN PUCE AFTER THE 57LT CAGE OUTLET AS REM01477 SHWA BE DRESSED TO
CONFORM TO THE SIXOTNC GRADE PREPARED AND SEEDED
E
) SIX DEEP
NOTES:
FRONT VIEW
NOTES:
1.
TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
A14INIEN4NCE
SEDIMENT CONTROL MEASURE OR BMP.
LETTERS TO BE 3- HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
2.
SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
- STEEL POST
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
INSPECT TEMP,7RWY TMASTSAON 0113
DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY
-WOVEN WIRE FABRIC
WARNING SIGN
PUCE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
ONCE A WEEK AND AFTER EPERY
RAINFALL. IMMEDATFL V REMOVE
FILL.
�- ORANGE, LN RESISTANT
4.
FOR TREE PROTECTION ARE45 LESS THAN 200' IN PERIMETER, PROVIDE NO LE55 THAN ONE SIGN PER PROTECTION AREA SEDIMENT EPOM II FLOW ARU AND
ATTACH SIGNS SECURELY TO FENCE
STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC,
HIGH - TENSILE STRENGTH
POSTS AND FABRIC.
REPq/R ME DA'ERSA7N REPAIR INS
AND/OR EROSION CONTROL NETTING.
POLY BARRICADE FABRIC (TYPICAL)
MAINTAIN TREE PROTECTION FENCE THROUGHOUT OURA77ON OF PROJECT.
CHANNEL LINING AS NECESSARY PER
Z LINING ASCESSUTIP
m
ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS. THE M ON
WASTE MATERIAL 'COMPACT
s
PUCE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
NEOUIREMEN2 CHECK OURETS AND
SEED & MULCH AFTER I2 MIN.F-
10
TREE PROTECTION FENCE
.MAKE IGULLY REPATl A. NEEDED70
AwIOGULLY2+eMaRaV WHEN7NE
, A2(( CONSTRUCTION OF DITCH
S<op F-FVAR.
- G-9
NOT TO SCALE
AREA AeovEn/ENTZY S4Rr DWERSION
RAAB 01 MII
DITCH LS PE TYE TEMPORARY
'._ F
p' _ 10
_
REMQWE THE DIVERSION AND FILL AND
STABILIZE THE CHANNEL TO BLEND WAIN
-
1 J
1- M,qA.
R- VAR -
p�
Fr N
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
HEN,DA 5°RAC`
o' z
Date Type Planting Rate
12'
March - Oct. Browntop Millet 40 Ibs/acre
Nov. - Feb. Winter Rye 120 Ibs/acre
CROSS SECTIONAL VIEW
SEEDING SPECIFICATIONS/SCHEDULE
2 TEMPORARY DIVERSION DITCH
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
C-9 NOT TO SCALE
Date Type Planting Rate
Aug 15 - Nov 1 Tall Fescue 300 Ibs/acre
Nov 1 - Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre
SEEDBED PREPARATION:
Mar 1 - Apr 15 Tall Fescue 300 Ihs/acre
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
Apr 14 - Jun 30 Hulled Common Bermuda Grass 25 Ibs/acre
Jul I - Aug 15 Tall Fescue & Browntop Millet 240 Ihs/acre-Tall Fescue;
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
or Sorghum -Sudan Hybrids 35 Ibs/ocre Browntop Millet
30 Ibs/acre Sorghum -Sudan Hybrids
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER
OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 - 2:1)
F APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEEDING MIXTURE).
Date Type Planting Rate
Mar 1 - Jun 1 Sericea Les edezo (scanfied) & 50 Ibs/acre IS I L d
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED
FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO INCHES
P
use the following combinations:
enca He eza
GRADE
Mar 1 - Apr 15
Add Tall Fescue
240 Ibs/acre
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR
CULTIPACK AFTER SEEDING.
-----�
Mar 1 - Jun 30
Or add Julled Common
25 Ibs/acre
12" MIN. ANCHOR
Bermuda Grass
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SKIRT
Jun 1 - Sep I
Tall Fescue & Browntop Millet
240 Ihs/acre Tall Fescue
or Sorghum -Sudan Hybrids
35 Ibs/acre Browntop Millet
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING
SEASON, IF POSSIBLE. IF STAND
�
BOTTOM OF WIRE FENCE AND
30 Ibs/acre Sorghum -Sudan Hybrids
SHOULD BE MORE THAN 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
FILTER FABRIC BURIED
Sep 1 - Mar 1
Sericea Lespedeze ued-
70 Ibs/acre Sericea Lespedeza
Unscarafied &Tall Fescue
240 Ihs/acre Toll Fescue
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER
PERMANENT COVER IS ESTABLISHED.
VERTICALLY AND 4" HORIZONTALLY
IN EXCAVATED TRENCH
Nov 1 - Mar I
Add Abruzzi Rye
25 Ibs/acre
SEEDING MIXTURE:
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
AREAS. THE ABOVE VEGETATION RATES ARE THOSE THAT
DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE
AGRICULTURE LIMESTONE: 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
SIDE VIEW
COMBINATIONS ARE
POSSIBLE.
FERTILIZER: 1.000 LBS/ACRE - 10-10-10
SUPERPHOSPHATE: 500 LBS/ACRE - 20% ANALYSIS
.^ TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
TEMPORARY COVER
TO GROW MORE THAN 12' IN HEIGHT
BEFORE MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
ANCHOR: ASPHALT EMULSION AT 300 GALS/ACRE
A) OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE.
B) FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN La ACRE, DRAW -DOWN DESIGNS SPECIFIED IN THE DIVISION
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 PERMITTED MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NO DIVISION OF WATER QUALITY AND
POSTED ON THEIR "NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PAMS/FLOCCULANTS LIST' FOUND ON THEIR
WEB SITE AT. http://portdl,ncdenr.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 DEMCES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT
FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.
D) 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,
SKIMMER CONTACT
INFORMATION
d.W. FAIRCLOTH & SONS, INC.
P.O. BOX 757
HILLSBOROUGH, NO 27278
919-732-1244
919-732-1266 FX
ARM ASSEMBLY \
::,
"C' ENCLOSURE
0
WATER ENTRY UNIT
PERSPECTIVE VIEW
PVC END CAP PVC ELBOW TV VENT PPE SDATE CHEDULE
E 40
WATER SURFACE
PVC END CAP
PVC PIPE NHOLES IN SCHEDULE 40
PVC TEE
UNDERSIDE PVC PIPE
� PVC TEE ORIFICE
FLEXIBLE
HOSE
END VIEW FRONT VIEW SKIMMERS SHALL BE
FAIRCLOTH SKIMMERS
Skimmer Basin
SURFACE AREA REQUIRED
Q
1,170
SF
SURFACE AREA PROVIDED
1,800
SF
VOLUME REQUIRED
1,800
CIF
VOLUME PROVIDED
2,944
CIF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
60 x 30
FT
24.50
TOP OF DAM
68 x 38
FT
26.50
EMGY. SPILLWAY LENGTH
10
FT
25.00
BOTTOM OF BASIN
1 52 x 22
FT
22.50
SKIMMER SIZE
SKIMMER
SKIMMER
ORIFICE
ORIFICE
RADIUS
DIAMETER
1.5 /N
0.6 /N
I. T IN
INFLOW
STRUCTURE
DEWATERING
ZONE
FILTER FABRIC
SEDIMENT
STORAGE ZONE
DATA BLOCK
INFLOV
STRUCTURE
CROSS-SECTION VIEW
BAFFLE
E:
CLOTH
NG SKIMMER
iTRUCTURE
SPILLWAY
I' FREEBOARD NOTES:
6" MIN. INVERT W EMBANKMENT 1. REFER TO NCESCPDM
ELEVATION DF SECTION A6.61 FOR
RGENCY SPI;LWAY rT ADDITIONA DESIGN
WAY 1 SPECIFICATIONS
PRIMARY SPILL
REGARDING SEDIMENT
(RISER) EMERGENCY BASINS.
t . ;,,„; ;T SPILLWAY
BAFFLE
\ ANTI -SEEP
BARREL COLLAR
BASIN
DRAINAGE
AREA
ACRES
DENUDED
AREA
(ACRES)
DIP
BASIN VOLUME
BASIN SURFACE
A
CLEA'•:JT)
DEPT- , `T.
H _
_ H)
EET
(Fi)
4.0
(FEET)
10
(FEET)
1.5
(FEET)
5.0
CU IC FT.
(CUBIC FT.)
UI
SO FT,
SO FT.
BASIN
1.0
Lo
J6
1800
2,944
1,170
1,800
ILL
20
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 -HOER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
STANDARD SKIMMER DETAIL 3.
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
CONTAINING HIGH AMOUNTS C ORGAN^ MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL
PE SUPPORT POSTVEGE
4.
TOPWIREE
BAFFLES
5 B LES OR DRAINAGE AREAS GREATER THAN 10 ACRES.
BAFFLE SHALL BE 70O G/M2 COIR EROSION BLANKET.
TO THE DESIGNATED DISPOS-., AREA
2. ENSURE THAT FILL MA RIA� , r
LL OR THE EMBANKMENT
NT E S FREE OF ROOTS WOODY VEGETATION,
10 ORGANIC MATTER AND OTHER
'.ACE
MARZESNCE
TO 24" INTRO BOTTOM 5.
OR SIDE STAKE
TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
OBJECTIONABLE MATERIAL.
IA IN
THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
'LOW
IND
INSPECT BAFFLES AT LEAST ONE A WEEK AND AFTER
PREVENT SAGGING SUPPORT WIRE
T
� \ FENCE AND FABRIC
6.
INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
EMBANKMENT 6 INCHES TO >_ SETTLEMENT.
FOc
3. CONSTRUCT THE '1E
EACH RAINFALL .MAKE ANY REQU/RED REPAIRS
BURIED IN TRENCH
OUTLET SEC"�ON IN EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE SOIL FROM
/MMED/ATE(Y,
POST
PIPING BY USING FILTER FABPIC OR L KEYWAY CUTOFF TRENCH BETWEEN THE RIP -RAP STRUCTURE AND SOIL
-STEEL
- PLACE THE FILTER FABRIC BETWEEN THE RIP -RAP AND THE SOIL. EXTEND THE FABRIC ACROSS THE SPILLWAY FOUNDATION AND
BE SURE TO Ak/NTA/N ACCESS TO THE &IFgES
HII,,I II '•r
r" a
SIDES TO THE TOP OF T-E DAM CP
SHOULD THE FABRIC OF A B4FFZE COLLAPSE, TEAR,
6"X6" TRENCHIT
ifll
I �I�$I,II,
- EXCAVATE A KEYWAY TRENCH ALONG THE CENTER LINE OF THE SPILLWAY FOUNDATION EXTENDING UP THE SIDES TO THE HEIGHT OF
DECOMPoSE, OR BECOME INEFFECDVE, REPLACE O
BACKFILLLED AND
COMPACTED
I
-. i;, I NV.re. ,..,
THE DAM. THE TRENCH SHOULD BE AT LEAST 2 FEET DEEP AND 2 FEET WIDE WITH 1:1 SIDE SLOPES.
PROMPTY
--
4. CLEAR THE POND AREA BELON THEE IIATION OF THE CREST OF THE SPILLWAY TO FACILITATE SEDIMENT CLEANOUT.
COIR MESH OR SIMILAR,
STAPLED OR
- -_
-
5. ALL CUT AND FILL SLOPES SHOULD BE 2.1 OR FLATTER.
REMOVE SEDIMENT DEPOSITS WHEN l7 REACHES HALF
TRENCHED INTO BOTTOM OR SIDE SECTION VIEW AT OPENING&
ENSURE THAT THE STONE (DRAINAGE) SECTION OF THE EMBANKMENT HAS A MINIMUM BOTTOM WIDTH OF 3 FEET AND A MAXIMUM SIDE
FULL TO PROADEOUrITE STORAGE VOLUME FOR
CROSS SECTION
_ _ -
--
SLOPE OF 1:1 THAT EXTENDS TO THE BOTTOM OF THE SPILLWAY SECTION.
_ --
THE HEX! RAINUD A
AND TO REDUCE PRESSURE ON THE
-- -
_ -
7. CONSTRUCT THE MINIMUM FIN.SHED STONE SPILLWAY BOTTOM WIDTH, AS SHOWN ON THE PLANS, WITH 2:1 SIDE SLOPES EXTENDING TO
BAFFZES TAKE CARE TO AVOID DAMAGING THE
SK/MMER BASIN M4/NTEN4NCE
-`
THE TOP OF THE OVER FILLS] EMBANKMENT. KEEP THE THICKNESS OF THE SIDES OF THE SPILLWAY OUTLET STRUCTURE AT A
BAFFLES DURING CLEANOUT SED/MENT OEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED
INSPECT SKIMMER SEDIMENT B45/N AT LEAST WEEKLY AND AFTER EACH SISVITfANT (ONE-HALF INCH OR CREATER RAINFALL LYENT AND REPAIR IMMEDGITELY.
)
_ _
- -
'
MINIMUM OF 21 INCHES. T' - WEIR MJST BE LEVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
8. MATERIAL USED IN THE STONE SECTION SHOULD BE AWELL-GRADED MIXTURE OF STONE WITH A D50 SIZE OF 9 INCHES (CLASS B
---
_
-
STORAGE DEPTH
REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEY SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BATH
_ _
_ _
_
_
CONTROL STONE IS RECOMMENDED AND A MAXIMUM STONE SIZE OF 14 INCHES. THE STONE MAY BE MACHINE PLACED AND THE
)
THE SKIMMER TO ONE SIDE SO T{L1T THE SEDIMENT UNDERNEATH IT CAN BE JCAVATEB EXCAVATE THE SEDIMENT FROM THE ENTIRE &15/N, NOT ✓UST AROUND
AROUND
- - - -
=�
�
-
-
- -
SMALLER STONES WORKED IN'0 THE VOIDS OF THE LARGER STONES, THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY
AFTER THE CONTRIBUIINC DRAINAGE AREA liAS BEEN
THE SKIMMER OR THE FIRST CELL MAKE SURE VEGUATION GROWING /N THE 307TOM OF THE L74511V ODES NOT HOLD DOWN THE SKIMMER
._.-
_
-_
_
_ _ '
WEATHER -RESISTANT.
PROPERLY STABILIZED, REMOVE ALL 84,`IZE
AND UNSTABLE SEDIMENT DEPOSITS,
REPAIR 71 84FRES IF THEYARE 04MIGS9 RE -ANCHOR THE ZiAFFLES IF WATER IS FLOW/NC UNDERNEATH OR AROUND THEM
9. DISCHARGE INLET WATER INTO THE BASN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH
OUTLET PROTECTION TO DIVER- SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
RRIII RV AREA TO GRADE A
BR/NC THE, AND STAB/L/ZE IT
IF THE SK/MMER /S CLOGGED WNH (RASH AND THERE /S WATER /N THE BASn,; USUALLY JERK/NG ON THE ROPE WILL .HAKE THE SK/MMER BOB UP AND DOWN AND
INLET ZONE 1st Cell 2nd Cell OUTLET ZONE
10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE
CONDITIONS ARE REACHED AND OUTLET VELOCITY IS ACCEPTABLE FOR THE RECEIVING
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL "4E SKIMMER OVER TO THE S/OE OF THE BASIN AND REMOVE THE D£BR/S A150
25% of 25% of basin 25% of basin 25% of
surface su�foce
STREAM. KEEP THE EDGES OF THE STONE
OUTLET SECTION FLUSH WITH THE SURROUNDING GROUND. AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM.
CHECK THE ORIFICE INS/DE THE SKIMMER TO SEE IF lT IS CLOGGED, IF 50 REMOIE THE DEBRIS
basin surface area area area basin surface area
11. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE
/F THE 5K/MMER ARM OR 94RREL PIPE /5 CLOGGED, THE ORIFICE CAN BE REMQI AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FZUSH/NG
EMBANKMENT.
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 7H£ SKIMMER
PLAN VI
AFTER CONSTRUCTION.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REOU/RED REFAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
13. SHOW THE DISTANCE FROM T^E TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL 0 THE DESIGN DEPTH) ON THE PLANS
1 SKIMMER BASIN
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THrE EMBANKMENT FOR PIPING AND SETTLEMENT MAKE ALL NECESSARY REPAIRS
AND MARK IT IN THE FIELD.
14. INSTALL POROUS BAFFLES AS SPECIFIED 'N PRACTICE 6.65, POROUS BAFFLES.
IMMED[4TELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER ANC POOL AREAS
C-9 NOT TO SCALE
FREEZING WEATHER CAN RESULT /N ICE FORMING IN THE 84SIIV SOME SPECL4 PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH I f
4 TRIAN
GLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
,,A.#n n#•4#
CA
R
0. E.S S/0 IN,
<Z-
SEAL
2443 =
OWNER/DEVELOPER:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAWING BY:
MEL
DATE:
8/28/13
JOB NUMBER:
004054
TITLE:
EROSION CONTROL
DETAILS
SHEET NUMBER:
C-9
COMMENTS:

CONSTRUCTION SEQUENCE
FOR WET DETENTION POND:
I. INSTALL EROSION CONTROLS,
2. CONSTRUCT DAM BASE AND AREAS BELOW THE
NORMAL POOL. CONSTRUCTION TO BE PERFORMED
UNDER THE INSPECTION OF THE GEOTECHNICAL
ENGINEER. SEED UPON COMPLETION.
3. INSTALL OUTLET PIPE, RIP -RAP APRON AND
STONE FILTER RING.
4. CONSTRUCT OUTLET STRUCTURE.
5. REMOVE ACCUMULATED SEDIMENT AND T�
SEED UPON COMPLETION. I
LEVEL SPREADER FOREBAY
REFER TO DETAIL THIS SHEET
FLARED END
SECTION
INV-22.3
15" HOPE WITH WATER TIGHT SEAL
PIPE TO BE BEDDED
PER DIRECTION OF GEOTECHNICAL
ENGINEER
3
APPROXIMATE SIZE
EXCAVATE AND BACKFILL
WITH COMPACTED
STRUCTURAL FILL AS
DIRECTED BY GEOTECHNICAL
ENGINEER
20'-15" HOPE 0 1.0%
SILT FENCE AS NEEDED
II /
E:
1, PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE REVIEWED TO ENSURE THAT DISCHARGE FROM
FILTER MEDIA SHALL MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2, ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING,
3, FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDA FILTRATION DEVICES, RATED FILTER FABRIC
BAGS OR POLYMER BASED DEWATERING PRACTICES.
4, PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM OF POND,
BMP POND DEWAIERING
3' MIN
3' MIN
EMBANKMENT WIDTH
6" TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL PO(N�D; ELEVATION
'L
/
5" TOPSOIL ABOVE
6" CLAY LINER
ON LITTORAL SHELF
6" CLAY SOIL
LINER ON INSIDE
3
ACE
EMBANKMENT
1
10Ff LITTORAL
FILTER MEDIA (SEE NOTE 2)
FLOW���
INV=22.5
ELEV.=21.0
I
1 ASTM C-923 SEAL
BETWEEN BARREL & RISER.
4' IN. RISER BASE TO BE FILLED J
KEY WITH CONC. TO INVERT OF
BARREL
8"X8"X1"X12" LONG ANGLE (6 TOT. REQUIRED) TO ANCHOR RISER TO _
BASE. PROVIDE 2-3/4" A307 BOLTS FROM ANGLE TO RISER AND
2-A307 "J" HOOKS 3/4" DIA. X 12" LONG FROM ANGLE TO BASE.
ANGLE TO BE FIELD COATED WITH ZINC RICH PAINT AFTER
CONSTRUCTION. "J" HOOKS TO BE PLACED UNDER LOWER REINFORCING
STEEL.
LEVEL
10
1
WET -DETENTION
STAGE
STORAGE
TABLE
STAGE
ELEVATION
CONTOUR
INCREMENTAL
TOTAL
(FT)
(FT)
AREA (SF)
STORAGE (CF)
STORAGE (CF)
0.0
22.5
2560
0
0
0.5
23.0
3610
1535
1535
I'D
23.5
4080
1921
3456
1.4
23.9
4460
1707
5163
1.5
24.0
4555
451
5614
2.0
24.5
5035
2396
8010
2.5
25.0
5655
2671
10681
3.0
25.5
6020
2918
13599
3.2
25.7
6220
1224
14823
SLAB TOP WITH MANHOLE
RING AND COVER FOR ACCESS
TOP OF EMBANKMENT ELEVATION = 25.7
FOR INCREMENTAL
WEIR
1 YEAR STORM ELEVATION =
4'x4' PRECAST
CONCRETE RISER
(INSTALL STEPS FREEBOARD = 3.2FT
AS NECESSARY)
n NORMAL POND ELEVATION=22.5
SEASONAL HIGH WATER TABLE 23.02
1" PVC ELBOW
SEE DETAIL
_ 1.5
NOTE: PUMPS SHALL BE USED TO DRAIN
-�-
�-
1
THE POND WHEN NECESSARY. REFER TO DETAIL
THIS SHEET FOR DEWATERING REQUIREMENTS.
CONCRETE SHALL BE
BOTTOM OF POND (TOP OF SEDIMENT STORAGE)=17
PLACED IN RISER AFTER
ANARE SECURED
(BOTTOM OF SEDIMENT STORAGE)=16. _
TO BASE AND RISER.
5'x6'x L2' CONC. BASE REINFORCE WITH #4 BARS AT 12' O.C. TOP AND
BOTTOM OF EACH DIRECTION PROVIDE 3" MIN. CLEARANCE BETWEEN
EDGE OF CONC. AND STEEL REINFORCING.
PROFILE OF WET POND DETENTION SYSTEM FOREBAY
SCALE: N.T.S.
PLAN VIEW
INLET DRAINAGE PIPE
UW?!0W POINT
OUTFALL
\ Y-X 24_ - - _•\ _ PIPE
SEEDBED PREPARATION: FOREBAY
I. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. \ I / / ___ \ \ \
V
/
Nk
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
1
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEEDING MIXTURE). STORMWATER �r /
EASEMENT r i 1
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. \ LITTORAL SHELF (1,620SF)/
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. REFER R CHART FOR F
PLANTING REQUIREMENTS
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IFSTAND SHOULD SHOULD BE MORE THAN 607. DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. \ \ \ OUTLET O CONTROL\\ \� /
9. CONSULT 5&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS Y'YYiii \STRUCTURE / °oo°.yo
0000°o°o
ESTABLISHED. x °o 0 o aws+o°00000 / /
/ o°py`G°oo°a°• / / `
1 \ °o 0 o o°o°o°°°oo°Jao /
LANDSCAPING NOTES: CHAIN -LINK og°°°°°°°° ° °mod / * 24
FENCE WITH. // o°o
°° e /
I. ALL LANDSCAPING SHALL BE IN COMPLIANCE WITH THE NCDENR BMP REQUIREMENTS. GATE
/ 000°o g o a 000
2. LANDSCAPE CONTRACTOR SHALL PROVIDE A TWO-YEAR WARRANTY FOR BMP PUNTING SURVIVAL/REPLACEMENT. N, \ \ \ / ooj ° 000
1. AT THE END OF THE FIRST YEAR AND AT THE END OF THE TWO-YEAR WARRANTY PERIOD, All PUNTS THAT DO NOT SURVIVE \ \ ,'� aoo_-o 0 0° o°a
MUST BE REPLACED. STORMWATER
°°°,°/� 7 EASEMENT /
4. ESTABLISHMENT PROCEDURES, SUCH E CONTROL OF INVASIVE SHALL
WEEDS, ANIMAL NANDTE VANDAL DAMAGE, MULCHING, EN STAKING, \ `o o�E 000°yao�o /
WATERING, AND MESH Oft TUBE PROTECTION REPLACEMENT, $HALL BE IMPLEMENTED TO THE EXTEND NEEDED TO ENSURE PIPM °000
SURVIVAL. STAKING MUST BE REMOVED AFTER ESTABLISHMENT (APPROXIMATELY 12 MONTHS), TO PREVENT GIRDLING o o.' o aov°°O /
(STRANGLING) OF ALL WOODY PLANTS. / o000 o ca° o°o°owo AREAS OF THE POND OTHER /
\ °000°000$00000 ° /�/ RE
BAY THAN THE LITTORAL SHELF
5. GRASS OR WILDFLOWER SEED MUST BE APPUED AT THE RATES SPECIFIED BY THE SUPPLIERS. IF PLANT ESTABLISHMENT / o0 00°0 0°0°o°o�O°Oo°° // PUNTING AREA SHALL BE
CANNOT BE ACHIEVED WITH SEEDING BY THE TIME OF SUBSTANTIAL COMPLETION OF THE STORMWATER FACILITY PORTION OF THE I °o� o °o 0000 �i 000 / / SODDED WHERE NOTED
PROJECT, THEN THE CONTRACTOR PLANTING
SHALL PUNT THE AREA WITH WILDFLOWER SOD, PLUGS, ALLOWED PLANTS, OR OTHER MEANS r o 0 o a°o 0000000 /
TO COMPLETE THE SPECIFIED PLANTING AND PROTECT AGAINST EROSION BEFORE WATER 15 ALLOWED TO ENTER THE STORMWATER L °oo o� oo°io o 000° / /
BMP FACILITY. \ 1 000 000 %lz�no / CONCRETE?
\ °°O ,PC ° TL / /
6. ALL MATERIALS Shi BE ACQUIRED FROM AN APPROVED NCDENR PUNT VENDOR. PLANT MATERIAL SHOULD BE PURCHASED f \ o°oo°no A°,oao°o C j/ / / / / / / / !" / jJ/
FROM A LOCAL SOURCE TO ENSURE SURJNABNtt. LOCAL VENDORS FOR THIS SITE INCLUDE 1 ° c - o ° 0000°°�o°°o°° // / POND /
- CILL IDE NATIVE PLANT NURSERY 919-662-5566 \ ° = a o �o 000° /
- GROWING WHO NURSERY 910-259-6361 1 °O _ o o�°o°oo / STORAGE / / / / / /�/ �/ /q�/
- NO FOREST SERVICE 919-731-7988 \\ °e4'0"�000 ° y//�
- PLANT DELIGHTS NURSERY 919-772-4794 LEVEL SPREADER WITH \ \\ \� --°mac _ °'o� /Jl,� `\\\ /
- TARHEEL NATIVE TREES 919-553-5927 TOP OF EMBANKMENT /
VEGETATIVE FILTER STRIP \ ". ELEV.=25.7
/C ,, �•
14'x30' FILTER STRIP • \ `t �� /
LANDSCAPING NOTES:
L CONTRACTOR SHALL COMPLY WTN ALL APPLICABLE LODES AMID ORDINANCES REGARDING LANDSCAPING
2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS.
3. CDNTRACTOR 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 PLAN
GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS, STONES, ROOTS, PLANTS, OR SIMILAR SUBSTANCES 1'
OR MORE IN DIAMETER, DEBRIS, OR OTHER OBJECTS WHICH MIGHT BE A HINDERANCE TO PLANTING OPERATIONS. TOPSOIL
CONTAIN A T 4- R MATTER AN HAVE A PH RAN OF 5.5 TO 7D. SHALL CO N T LEAS 67. ORGANIC E BY WEIGHT D GE
HA RESPONSIBLE F R THE WATERING AND THE MAINTENANCE OF ALL LANDSCAPED AREA$ UNTIL THE LITER
4. CONTRACTORS SHALL BE 0
OF (a) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (b) THE DATE THAT DOLLAR GENERAL
OPENS FOR BUSINESS TO THE PUBLIC. CONTRACTOR SHALL ALSO BE RESPONSIBILTYY FOR THE SURVIVAL OF THE BMP PLANTING '\ \
MATERIALS DURING THE TWO-YEAR WARRANTY PERIOD AND SHALL REPLACE ALL PLANTS THAT DO NOT SURVIVE AT THE END OF
THE FIRST YEAR AND AT THE END OF THE SECOND YEAR OF THE WARRANTY PERIOD.
5. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK. i
6. ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH SHALL BE SEEDED LAWN. REFER TO SITE PLAN 1 /
FOR LOCATION OF AREAS TO HE SODDED. 1 /
T NO PLANT SUBSTRUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATIVE.
8. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL TT T� VIE
AND ADD 18' NEW TOPSOIL, OR TILL AND AMEND THE TOP IB• OF EXISTING SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS BMP C LAN l%ILI W
FOR TREES.
9. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UPLTIIES. PLANT 15' FROM ALL UNDERGROUND UTILITIES (SEWER SCALE: 1"=20
AND STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL LINES)
STORMWATER MANAGEMENT SYSTEM DETAILS
NOT TO SCALE
// y/ /
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DB 1650, PG 206 I 0
PARCEL 1D #7-018-070
SCIENTIFIC NAME COMMON NAME
V 9
10
TYPICAL LITTORAL SHELF VEGETATION DETAIL
SCALE: N.T.S.
QUANTITY NURSERY CONTAINER TYPE
6" CLAY SOIL
LINER
TOP OF STRUCTURE NOT SHOWN FOR CLARITY
(SLAB TOP WITH MANHOLE RING & COVER)
OUTLET CONTROL STRUCTURE - INCREMENTAL WEIR
SCALE: N.T.S.
FOREBAY
6" TOPSOIL ABOVE
6" CLAY LINER
ON LITTORAL SHELF
1OFT LITTORAL
SHELF 0:1
1.5
1
TOP OF CURB
TO BE LEVEL
SPREADER LIP
ELEV=22.3
OUTLET PIPE
ELEV,8
21.
=21.
FLOW
DIRECTIONS
6" TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND ELEVATION
3:1
3' GRASS FOREBAY
WEIR AT 21.5
SPILLWAY
A
B
BASIN
4 FT
D.55 FT
CONCRETE SECTION
2 A 2 JTOP OF
EMBANKMENT
ELEV=25.7
B SPILLWAY
ELEV=25.15
FOREBAY TOP = 23.5 PVC DRAIN OUTLET
WIDTH AT TOP = ITT SCALE: N.T.S.
NOTE: PUMPS SHALL BE USED TO DRAIN
THE FOREBAY WHEN NECESSARY. REFER TO DETAIL
THIS SHEET FOR DEWATERING REQUIREMENTS.
3CY CUSS B RIP -RAP 2'-0"
I
8'
1
�- 3' WIDE STONE STRIP
ON IASS B
GRASS LINED
FILTER FABRIC RIP-R
CHANNEL 6" VEGETATE ALL DISTURBED ARE Ac DIA=
DEEP, 2' WIDE. MNNTENANCE FABRIC
I'-6" CURB INSPECT THE LEVEL SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS
BOTTOM AND GUTTER ESTABLISHED AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS
LELEV=21.3 BEEN STABILIZED, MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A
CROSS SECTION HEALTHY, VIGOROUS CONDITION.
SPREADER UP- CONSTRUCT THE LEVEL LIP ON UNDISTURBED SOIL TO UNIFORM
HEIGHT AND ZERO GRADE OVER THE LENGTH OF THE SPREADER. PROTECT IT
WITH AN EROSION RESISTANT MATERIAL SUCH AS SURGE STONE TO PREVENT
EROSION, TO BECOME ESTABLISHED,
I� 5' LONG x 5' WIDE OUTLET AREA THE OUTLET DISPOSAL AREA MUST BE GENERALLY SMOOTH AND
GRASS WELL VEGETATED WRH A MAXIMUM SLOPE OF TOY..
CHANNEL
CONSTRUCTION SPECIFICATIONSTRUTION
T I. THE MATTING SHOULD BE A MINIMUM OF 4 FEET WIDE EXTENDING 6 INCHES
INV=22.3 OVER THE UP AND BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE
-- - LOWER EDGE. THE UPPER EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD
1 A \V1 1 AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY DUTY WIRE
STAPLES AT LEAST 12 INCHES LONG.
3'
2. ENSURE THAT THE SPREADER IS LEVEL, FOR UNIFORM SPREADING OF STORM
RUNOFF.
8" CUSS B 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL.
_ - RIP -RAP OVER (NOT ON FILL)
FILTER FABRIC 4. CONSTRUCT A 20 FOOT TRANSRION SECTION FROM THE DN 61ON CHANNEL TO
FOREBAY BLEND SMOOTHLY WITH THE WIDTH AND DEPTH OF THE LEVEL SPREADER.
5. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED
SLOPE, NOT TO EXCEED 10%, MAKE SURE THAT THE SLOPE IS SUFFICIENTLY
SMOOTH TO KEEP THE FLOW FROM CONCENTRATING.
STANDARD LEVEL SPREADER 6. IMMEDIATELY AFTER ITS CONSTRUCTION, APPROPRATELY SEED AND MULCH THE
SCALE: N.T.S. ENTIRE DISTURBED AREA OF THE LEVEL SPREADER.
VEGETATED FILTER STRIP LENGTH = 3OFT
6" VEGETATIVE
FILTER STRIP OPERATION AND MAINTENANCE
$ IL MIXTURE North Carolina steam water miss require al inspections by the regulating agency of wet
detention ponds as a minimum. More frequent inspections by the land owner or poM
operator are strongly encouraged to ensure the proper operation of a wet detention pond.
X Z North Carolina Department of Environment and Natural Resources con require more frequent
GRASS inspections. All North Carolina Deportment of Environment and Natural Resources codes shall
CHANNEL X ,' X -1 1� i a < he consulted.
,�-� II Refer to the Operation and Maintenance that has been recorded for this development for
n F additional requirements regarding this wet detention system.
:URco
B &FGUATTER ZX I Yx '~a-3 A Rainfall Event
��,,11,,�� ��,,IIII'� ��11''II�� co a Y z X _; 1I" x X X .. 1. Inspect the basin after eve? runoff -producing rental event.
2. Remove debris from the trash ma, inlet pipes and outlet pipes,
3. Check and clear the orifice of any obstmctions.
3" LAYER OF y Y yC Z Y Z E Monthly Inspection
157 STONE
FILTER STRIP TO 1, Inspect the basin monthly
BE SODDED WITH Z. Remove debris from the trash rack, inlet pipes or, outlet pipes,
BERMUDA GRASS
PUN VIEW 3. Check and clear the orifice of any obstructions.
4. Check the pond side slopes; remove trash and repah eroded areas before the
next rainfall event.
FILTER STRIP T 5. Check the vegetative
E 0 gof tihe and rock filters for sediment accumulation, re erosion and
BE SODDED WITH proper operation of the flow spreader mechanism and •epoir as necessary.
BERMUDA GRASS
C_ Ouartedy Inspection
N4 'if
H>3 6" SOIL MIXTURE
I. Inspect the collection system (i.e. catch basin, Pipes and grass swoles) for
10 proper functioning. Clear accumulated trash from basin grates and basin bottoms.
Check piping for obstructions.
2. Check pond inlet pipes for undercutting, replace rq-rap and repair broken
pipes.
1
3. Reseed grassed
X 2' WIDE g d swain, including the vegetated finer it applicable, twice a year
)TUG SIDES SOIL MIXTURE -SEE as necessary. Repair eroded areas immedmtey.
TER STRIP REQUIREMENTS THIS ]. Sec Month Inspection
NATIVE 501L, NO SHEET
COMPACTION. 1. Remove accumulated sediment from the bottom ch the outlet stations, or
CROSS-SECTION ROTO-TILL SOIL PER other areas where accumulated sediment is acted.
SOIL MIXTURE 2. Check the pond depth at various points in the pond. If the depth is reduced
VEGETATIVE FILTER STRIP REQUIREMENTS to 75% of the original design depth, sediment is to be removed to at least the
original design depth.
SCALE: N.T.S. 3. Gamble any valves or mechanicol components to verify they are in woAing
order.
VEG_ ATIVE FILTER STRIP - SOIL MIXTURE 4. Inspect the embankment taking note of any wet areas where water may be
seeping through the soil. Contact the Town Englneenng Deportment If seepage is
SO'_ MIXTURE noted.
POND
(NORMAL POOL)
CONTRACTOR TO PROVIDE DOCUMENTATION
FROM PLANTING VENDOR NOTING THE SPECIES
\
AND NUMBER OF PLANTINGS PROVIDED
FOR THE LITTORAL SHELF PLANTING
3" LAYER OF
#57 STONE ` VEGETATIVE FILTER
/ STRIP (REFER TO
/ DETAIL THIS SHEET)
5. Remove deposited sediment along vegetated fife slnp and concrete level
spreader, especially from the upstream edge, to maintain original contours and
grading. Repair channels that form and re -grade the filter strip to ensure that
the mnoff flows event' in a thin sheet over the concrete level spreader, Repair
concrete level spreader as necessary and reseed and re -grade the filler strip to
maintain o dense growth of vegetation.
E General Inspection
SPACING PLANTING SEASON Soil Mixture: shall be placed and graded using ow grand -contact pressure equipment or by excavators and/or backhaes operating an the ground adjacent to the vegetative 1. Mow the side slopes, not including normally submerged vegetated shelf,
fifer tr' t N h t accoNin to th M
Jancus effusus
Soft Rush
81
PEAT POT
6' O.C.
SPRING
Iris via inica van shrevei
9
Southern Blue Fla Iris
9
8 I
PEAT POT
12 O.C.
SPRING
Eleocharis quadrongulato
Square -Stem Spikerush
81
PEAT POT
6' O.C.
SPRING/SUMMER
Sagittada latifilia Wild
Duck Potato
81
PEAT POT
12' O.C.
SPRING
Eupotorium purpureum
Joe-Pye Weed
81
PEAT p07
6' O.C.
SPRING/SUMMER
OEM
PERCENT BY VOLUME
MATERIAL
SAIL
85-88%
CONSTRUCTION SAND
FINES
8%-12%
SILT
ORGAN MATTER
3%-5%
COMPOST/PEAT MOSS
s Ip as Ity. o envy equipmen shall be used within the per
meler of the vegetatve filler slop fanldy before, during, or after the pbcemen[ of the soil mixture. The g e seamn. aximu , grass height a o be 61n.
soil mixture shoe be placed in hmizonlal Layers not :c exceed 4 inches for the entire drop of the vegetative filter strip facility. If the mil mixture becomes contaminated 2. Cattails and other indigenous wetland plants are encouraged coal the
during the construction of the vegetative filter strip 'unity, the contaminated materal shall be removed and replaced with uncontaminated marital at no additional cost. pool perimeter, however, they must be removed when they cover the entire surface
groping of the iv filter area of the e vegetative a to SLIT shall be performed after 4-noun settling n Fall el Non h II within ions pond.
9 mwc a 2 ed a eva s s a be 2 inches of elevations shown on the Contract Plans, 9 9 D p 9 a trot a s.
J. No wood Ve
getation shall be allowed to on ih Y 9 row a embankment 9 tea ment without
The soil miz r II special to a sha be a uniform mix Tree of s stamps, rots or other similar larger r than w inches No ofdesign rovisions.
lures, mps. o e o objects age e two c ee excluding mulch. her materials or substances shall9 p
be mixed or dumped within the vegetative filter stop area that may be harmful to plant growth, or prove a hindrance to the planting or maintenance operations, from
are shop be removed from blocking the inlet and outlet structures and
from areas of oalenlial dead
veg.
Prior to placing the soil mixture, the bottom of the excavation shall be rota -tilled to a minimum depth of 6 inches to alleviate any compaction of the facility bottom. Any 5. Periodic removal of dead vegetation shall be aacmplished.
substitute method for roto-piling must be approved a. the Engineer prior to use. Any ponded water shall be removed from the bottom of the facility and the soil shall be 6. The orifice is designed to draw down the pond it 2-5 days. If draw down is
friable before rod -tilling. not accomplished in that time, the system must ce clogged. The source of the
clogging must be found and elimmoted.
7. All components of the detention pond system r=,rst be kept in good working
order.
FOREBAY BOTTOM
ELEV=18.0
BOTTOM OF
SEDIMENT STORAGE
ELEV=17.0
TOP ^'F EMBANKMENT ELEV = 25.7
6' TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND ELEVATION
SPILLWAY CREST -
3 J ELEV.=25.15 i
8.
/ 3
3 �1
1 / LEVEL
SPILLWAY
CREST
5 t COMPACTED
SUBGRADE
5 THICK 4000 PSI
CONIC. W/ 6X6, 10/10
WWF 2" FROM TOP
CONCRETE SPILLWAY
AP d 50 MEDIAN
8"
C
STORMWATER MANAGEMENT CALCULATIONS
ON FILTEi
SITE AREA. 56,078 SF (1287 Al
DESIGN IMPERVIOUS AREA TO GNP: 29,620 SF (0.68 AC)
RIVER BASIN: NOOSE
RECEIVING SIREA/A: SCOTTS CREEK
RECEIVING STREAM INDEX NUMBER: 27-102
EXISTING SOILS. LEAF & RAINS SILT/SANDY LOAM - HYDROLOGIC SOIL GROUP D
EXISTING STREAMS: NO JURISDICTIONAL STREAMS ARE LOCATED ON THE PROPERTY
EXISTING WETLANDS: NO JURISDICTIONAL WETLANDS ARE LOCATED ON THE PROPERTY
EXISTING FLOOD: NO FEMA DESIGNATED FLOODPLAINS OR FLOODWAY AREAS ARE LOCATED
ON THE PROPERTY (TEMA FIRM #3720549800J, DATE 7/2/04)
IMPERVIOUS AREA SUMMARY:
EXISTING ON -SITE BUILDING: 3,100 SP 0.07 AC
EXISTING ON -SITE PAVEMENT: 7,920 SF 0.18 AC
EXISTING OFF -SITE PAVEMENT' i lS F 007S�PA��EMSi5 F 007
TOTAL EXISTING IMPERVIOUS AREAL 14,055SF D32 AC
PROP05ED Oli BUILDING: 9,026 SF 0.21 AC 16A% OF SHE
PROPOSED Dill SIDEWALK 1.748 SF 0.04 AC 3.1% OF SITE
PROPOSED ON-STE PAVEMENT' 17810 4 041 M 31.8% OF SIT
PROPOSED ON -SITE IMPERVIOUS AREA 28,584 SF 0.66 AC 51.0% OF SITE
PROPOSED 011 OPEN SPACE: 27,494 SF 0,63 AC 49.0% OF SITE
PROPOSED OFF -SITE PAVEMENT: 3,985 SF 0.09 AC
TOTAL IMPERVIOUS AREA: 32,569 SF 0.75 AC
NET INCREASE IN IMPERVIOUS AREA: 18,514 SF 0,43 AG
element
ntire BMP
Potential oblem:
Trash/debris as present
How I will remediate Ue oblem
Remove the trash/debris
erkr.Xer of the wet
tim usin
grefls of bare mil and/or
erosive gullies have formed
Regrode the sail 'rf necessary to
remove the gully, and then plant
[den,
a ground cover aM water until it
is established. Provide lime and
a one-time fertilizer opplaation
Vegetation is too shortor too
mn ain vege a Ion a eeigto of approximately six inches.
nlet revise: pipe a
Swale
The pipe is clogged.
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
OIhaMIR lama ed
Replace the pipe.
Erosdn is occurring in the
swale.
Regrode the Swale if necessary
to smooth it over and provide
erosion control devices such as
reinforced tact matting or riprap
to avoid future problems with
erosion.
TFW orebq
dimenl has accumulate to
a depth greater than the
original design depth for
sediment storage.
ch for the source of the
sediment and remedy the
problem if possible. Remove the
sediment and dispose of it in a
location where it will not cause
ar the BMl
won aae
cts to streamstional
roean has occured.
add erosion
protection such as reinforced hurt
malting or nprap if needed to
pent future erosion erablems.
s are present.
emove the wee s, grererobly by
hand. If pesticide is used, wipe it
on the plants rather than
spraying.
e vegetaed s el
est pro essiona practices
show that pruning is needed
to maintain optimal plant
mne according to est
professional practices
health.
Plants are dead, diseased or
Determine the source & the
dying.
problem: t s h roo9Y disease, ense
etc Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
isolated, the ground cove if a
soil test indicates it is necessary.
Weeds are present
Remove the weeds, Vnsudk­preferably by
harts. If pesticide is used, wipe it
on the plants rather than
main realarea
invent has accumulated to
a depth greater than the
original design sediment
storage depth
praying.
earch or the source of the
sediment and remedy the
problem if possible. Remove the
sediment and dispose of it in a
location where it will not cause
impacts to streams or the BMP.
TIN grow! covers over
of the area.
ansut a pro esso to remove
and cantrol the al of growth.
atlails, phragmi(es or o r
invasive plants cover 50% of
the basin sources.
Remove t plants y wiping
them With pesticide (do no
s roc
The tropical menl
Shrubs have started to grow
on the embankment
Remove shrubs immediatey.
Evidence of muskrat or beaver
activity is present.
Use traps to rnyomw muskrats
and consult a professional to
remove beavers.
A tree has started to grow on
the embankment.
An annual respect on by an
oppropncte professional shows
Consult a dam safety speciatst
to remove the tree.
Make all needed rel
that the embankment needs
re ir. if a Iica be
The out device
C m nay OCCUn[d.
I°99 9
eon flu e flue ev¢e.
DI's ose of the sediment oft -site.
Th. outlet device is damaged
Repair or repace the ouBel
device.
the reaeh*q water
Erosion or other signs of
Contact the local NO Division of
damage have occurred at the
outlet.
Water Call Regional Office, ar
the 401 Oversight Unit at
919-733-1786.
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
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SEAL
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OWNER/DEVELOPER:
Vanguard Ventures, 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:
MEL
DATE:
8/28/13
JOB NUMBER:
004054
TITLE: STORMWATER
MANAGEMENT
DETAILS
SHEET NUMBER:
C t 0
COMMENTS:

DTF, LLC
429 E GRANTHAM ROAD
DB 1786, PG 599
PARCEL ID JJ7-018-047
YARn /AIL FT
iTING J14
TER METER
L
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\ U \ W
\ EXISTING DISTRIBUTION BOX
& DRAIN FIELDS
W
s
U1 18'RCP INV.: 19.39'W
I
W
S
24'FES INV.: 19,29' /Z
L,VK/KVL. L VKKCK
N 484, 490.45
E 2, 592, 086.06
CORNERSTONE ASSEMBL Y
OF GOD CHURCH
DB 1660, PG 24J
\ PARCEL ID JJ7-018-057 /
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DB 1650, PG 206
o PARCEL ID JJ7-018-070
/
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81CPP INV.: 22.07'
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18'RCP INV.: 19.37'
24'RCP INV.: 19.11'
GRAPHIC SCALE
20 4,
4"
MIN.
SECTION
TYPICAL TREE PLANTING/STAKING DETAIL
(FOR 6'-12' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
LANDSCAPING NOTES:
O TREE STRAP
O TREE GUY WIRE - ADO TURNBUCKLES IF NECESSARY TO STABIUZE TREE
O3 TREE GUYING STAKE
O4 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.
© EARTHEN SAUCER
7O 3" MULCH LAYER MULCH SHALL NOT BE IN CONTACT WITH TREE TRUNK
8O 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.
9O 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.
I1 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.
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 PLANTERS.
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 GROSS ON ALL SEEDED AREAS.
4. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR SHAL, 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, DEBRIS, OR OTHER OBJECTS WHICH MIGHT BE A HINDERANCE TO PLANTING OPERATIONS. TOPSOIL SHALL CONTAIN AT LUST
4-6Z ORGANIC MATTER BY WEIGHT AND HAVE A PH RANGE OF 5.5 TO 7.0.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL .ANDSCAPED AREAS UNTIL THE LATER OF; (a) THIRTY (30) DAYS FOLLOWING THE
PLANTING OF THE GRASS AND SHRUBS, OR (b) THE DATE THAT DOLLAR GENERAL OPENS FOR BUSINESS TO THE PUBLIC,
7, GENERAL CONTRACTOR IS TO CLEAN ENTIRE SITE OF ALL CONSTRUCTION DEBRIS AND FAKE 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.
GENERAL LANDSCAPE NOTES
T ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH SHgI BE SEEDED LAWN.
2. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS REPRESENTATNE.
3. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVE, 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 ,RASS 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" CALIPER (FOR SINGLE STEM TREES). ALL MUTT -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 PcDM ROOT BALL PRIOR TO BACKHLLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP
FROM ROOT BALL.
8, FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRU:TION 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 TR[S.
9. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WfTH POWER LINES OR SIGNS, CALL
URBAN FORESTER TO RESOLVE BEFORE PLANTING,
10. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' F~OM ALL UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS, WATER, PHONE,
AND ELECTRICAL LANES.)
11. ATTENTION LANDSCAPER: NOTIFY OWNER OF ANY SIGN, POWER LINE, OR OTHER CONFJCTS BEFORE PLANTING NEW TREES.
MASTER PLANT LIST
TYPE
SYM./KEY
BOTANICAL NAME
COMMON NAME
SPECIFICATION
CALIPER HEIGHT ROOT SPACING OTHER
TREES
MC
Morelia cerifera
Wax Myrtle
--
8' MIN
B&B
AS SHOWN
SHRUBS
TRIANGLE
SITE DESIGN
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:
Vanguard Ventures, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 8/28/13
JOB NUMBER: 004054
TITLE:
LANDSCAPE PLAN
SHEET NUMBER:
c
1 INCH = 20 FEE
COMMENTS