SW7120516_APPROVED PLANS_20120719

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW!%14
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
ep
❑ HISTORICAL FILE
DOC DATE
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YYYYM M DD

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DEVELOPMENT DATA
DEVELOPMENT NAME: DOLLAR GENERAL
STREET ADDRESS: US HIGHWAY 17 BUSINESS
CHOCOWINITY, NORTH CAROLINA
BEAUFORT COUNTY
PROPERTY IDENTIFICATION # (PIN): 5664-68-8323 & 5664-77-1927
ZONING DISTRICT(S): REZONE TO B-1 (GENERAL COMMERCIAL DISTRICT)
OVERLAY DISTRICT: NONE
TOTAL SITE ACRES: 1.349 AC (58,782 SF)
INSIDE TOWN LIMITS: YES
EXISTING USE: RESIDENTIAL,
PROPOSED BUILDING USE: RETAIL SALES
PROPOSED TOTAL BUILDING AREA 9,002 SF
MAX. BUILDING HEIGHT:
35 FT
MIN LOT AREA:
20,000 SF
MIN LOT WIDTH:
N/A
FRONT SETBACK:
10 FT
REAR SETBACK:
8 FT
SIDE SETBACK:
8 FT
OFF—STREET PARKING:
TOTAL REQUIRED: 37 (1 SPACE/200SF SALES FLOOR AREA)
TOTAL PROVIDED: 37
ACCESSIBLE SPACES PROVIDED: 2
LOADING AREA: 1 REQUIRED (12FT x 25FT)
IMPERVIOUS AREA SUMMARY:
EXISTING BUILDING:
4,400 SF
0.10 AC
EXISTING PAVEMENT:
SF
AC
TOTAL EXISTING IMPERVIOUS AREA:
4,400 SF
0.10 AC
PROPOSED BUILDING:
9,002 SF
0.207 AC
15.3% OF SITE
PROPOSED SIDEWALK:
1,275 SF
0.029 AC
2.2% OF SITE
PROPOSED PAVEMENT:
21,670 SF
0,497 AC
36. % OF SITE
PROPOSED IMPERVIOUS AREA:
31,947 SF
0.733 AC
54.3% OF SITE
OPEN SPACE:
26,835 SF
0.616 AC
45.7% OF SITE
NET INCREASE IN IMPERVIOUS AREA: 27,547 SF
0.632 AC
Dollar General Store
U.S. Highway 17 Business
Chocowinity, North Carolina
Beaufort County
PE TENANT & DEVELOPER
Dollar General Corporation
Glandon Forest Equity, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
[phone]
[phone] FX
[e-mail]
VANGUARD
PROPERTY GROUP
CIVIL ENGINEER
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE#P-0619
TRIANGLE
SITE DESIGN
Know whars below.
Call before you dig.
BEFORE YOU DIG
STOP
CALL 1 800 632- 4949
N_C. ONE -CALL CENU
VICINITY MAP
NOT TO SCALE
D Q—AR
INDEX TO SHEETS
SHEET # I DESCRIPTION
C-1
COVER SHEET
C--2
EXISTING CONDITIONS PLAN
C-3
SITE PLAN
C--4
GRADING AND DRAINAGE PLAN
C-5
EROSION CONTROL PLAN
C-0
UTILITY PLAN
C-7
CONSTRUCTION DETAILS
C-8
CONSTRUCTION DETAILS
C-0
CONSTRUCTION DETAILS
C-410
STORMWATER MANAGEMENT DETAILS
C-II
LANDSCAPE PLAN
REVISIONS
NO. I DATE I DESCRIPTION
This document, together with the concepts and designs presented
herein, as an instrument of services, is intended only for the
speck purpose and client for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Triangle Site Design, PLLC shall be
without liability to Triangle Site Design, PLLC.
SHEET:
DATE:
C-1
l ,
SEAL =
24434 =
514.12
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JOB NUMBER:
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MAY 141 2012
004038

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NOTES:
1) All distances are horizontal ground distances unless otherwise noted.
2) This survey does not include nor depict any environmental evaluations.
3) Field survey performed March 26, 2012.
4) Surveyor has made no investigation or independent search for easements of
record, encumbrances, restrictive covenants, ownership title evidence or any other
facts that an accurate and current title search may disclose.
5) The locations of underground utilities as shown hereon are based on
aboveground structures and record drawings provided the surveyor. Locations of
underground utilities/structures may vary from location shown hereon. Additional
buried utildies/structures may be encountered. No excavations were made during
the progress of this survey to locate buried utilities/structures.
6) The State Plane Coordinates for this project were produced with RTK GPS
observations and processed using the North Carolina VRS Network. The network
positionol accuracy of the static derived positional information is tO.15'.
NCGS Monument referenced:
"RUFUS* (NAO 83J2001)
Northing: 647,800.66
Easting: 2,561,137.24
Combined factor: 0.999BB691
Vertical Datum = NAVD 8B
GRAPHIC SCALE
25 D 12.5 25 50
1 INCH = 25 FEET
! 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 W. THERE MAY ALSO
BE OTHER EXISTING UNDERGROUND UTILM FOR WHiCH NO ABOVE
GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTWOR
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION.
I UTILITY STATEMENT 6
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD
SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
NO GUARANTEES THAT THE UNDERGRMND UTILITIES COMPF4SE ALL SUCH
UTILITIES IN THE AREA, EITHER IN—SEIWE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE
SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR WAS NOT
PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
�. ra
REMOVE DasIING
DRIVEWAY * 76LF*
�"= g Gcrrrm
DEMOLITION LEGEND
UTILITIES TO BE REMOVED
TREES TO BE REMOVED
100
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REMOVEEAIM
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DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTiVTiIES AS NUTTED AND SHOWN ON THESE PLANS AND AS DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES REQUIRED FOR DEMOIMON AND HAUL. —OFF FROM
THE APPROPRIATE AUTI-IORTTIES.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED PRIOR TO THE COMMENCEMENT OF
DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS NOT INTENDED TO IDENTIFY EACH ELEMENT
OF DEMOLITION OR RELOCATION. CONTRACTOR SHALL COORDINATE WiTH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
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, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUTiS, LIGHT POLE BASES, DES AND RUBBISH
REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED LANDFILL
8. RF_MOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC, AND TELEPHONE AS SHOWN. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTIU Y COMPANY TO COORDINATE REMOVALL, OF ALL UTILITIES AND FOR DETERMINING
HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY TO CUT AND PLUG ALL SERVICE PIPING AT
THE STREET UNE OR MAIN, AS REQUIRED, OR AS OTHERMASE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THIS PLAIN. THE
CONTRACTOR SWILL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING TO BE REMOVED, CUT OR
PLUGGED.
10. THE CONTRACTOR SWILL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND REMOVAL AND/OR RELOCATION OF OVERHEAD
UTILITIES AND POLES WITH THE APPROPRIATE UTILITY COMPANY.
11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK.
4, \ \ / 12. THE CONTRACTOR 5 RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE.
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD SURFACE. FINISH SURFACE TO BE
REMOVED OR DEMOLISHED SHALL BE CUT ALONG LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
IL
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL CONDITION AT THE
1 SOIE EXPENSE OF THE CONTRACTOR.
S*EPWATER 16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS
PROPERTIES OF B4iN
DB 1756, PG 57 HALL ONLY EXCEPT WHEN
SUCH INTERRUPTIONS HAVE BEEN AUTHORVED IN OCCUR AFO ACCEPTABLE TEMPORARY SERVICE HASBEEN BY THEPROVIDED AND THE LOCAL MUNICIPALIiiEs. INTERRUPTIONS
\ \\ PIN • 5664-78-052J
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER U11LBY BE UNCOVERED DURING EXCAVATION, CONSULT THE
1lp ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH WORK IN THIS AREA
E�, - \ 19.E \ \ \ \ 18. ASBESTOS OR HAZARDOUS MATERIAREMOVED B L, IF FOUND ON SITE, SHALL BE Y A LICENSED HAZARDOUS MATERIAL CONTRACTOR.
i ago
\ \ \
\� �\ \ \ !y 19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE
\ \ ' r`\ \\ FUEL TO AN APPROVED DISPOSAL AREA BY AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WfiH
24p �,\ \ \ ' \\ \\ FEDERAL AND STATE REWREMENTS BEFORE CONSTRUCTION BEGINS.
,c� \
� M �'\ \\ \ \ \ �+� — \ \, \ !y\ 20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF THE SRE. EMOVE T7IISIBIGit-
24RLIGHT.
r
♦ A#
157M REMOVE DWNc \, ♦ \� ♦`\ \\ \ � \ /
♦ / / �' TREE
/ ' •'p� `` \ TREE PROTECT6 FEiWE Asr
AT DOS= TREES TO REMAIN iW 12 r
Q / OF CHOC�M�IY T RD15f THE TOWN (SEE SFEEf C-B FOR DETA� \\\ i♦ \ \
r9 ECG WATER METERS/ \ \ \�
I 1+ .}. \ / / REMOVE D11SITNG \ 46
\� \ /
s ow � sIORM rxauwrcE \ \ \ ♦ \ �� GRAY IELEf95/ON
♦' / w r6 \ �-7 \ ♦\ \ \ \ \ A / GROUP, INC.
TREE / COORDINATE VO THE: TOWN FENM
AT EbSiING� RENNN LIMITS OF\ \ \ �� \ \ \ \ PIN. 5664-78-2672
/\, \ OF CHDWMWTY TO RELIEVE (RtTER TO %W C-B) \♦
\ / \ EIasw SEPT C/PUMP TAW \ \ \ \ \ \ \
\4St \
sar1A' / / \ \ REMOVE E>osllNc \\ \1 N
TREE
� � � O REMovE / \
/ �.
/ � \
'Ft 71.16
�t
,xw' 2sc77'
our 21sm
/ o
TRACT 1 A
/ ► \ / PIN.• 5664-68—V \ i — / -- ♦\\ \ \ \ RAW
R/W 1..349 AC.
L6ITf5 OF
L115TURt3Ai1X;E .v
\ WME LY
aB 122;
\ PIN- 5684
I �
\
1
REMOVE Exlsnac /
LIGHT POLE a
OVERHEAD POWER LINE
solar �♦ \\ � /� / � / � � �
1G' 212 �` ♦ \/ ��/ \ e 1
0-7276
sue%
40,
��� / /
PIN.• 5664-77-1927 ftft ftft �� � 24.92 TOTAL ACRES � �
(NOT SUR00)
LIMAS O
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
SURVEY PREPARED BY: NEWCOMB LAND SURVEYORS.
THIS SiTE IS NOT IN A FLOOD ZONE AS PER FEMA PANELj)3720566400J WiTH AN
EFFECTIVE DATE OF MAY 15, 2003
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowderftria4eSitede3ig xom
NC UCEM #P-0619
SEAL:
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OVNER/DEVELOPER:
GUNDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fz
gbarnes*vanguardpg.com
REVISIONS: -- ---
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 5/7/12
JOB NUMBER: 004038
YYYYA�i
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C-2
COMMENTS:
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TRAFFIC CONTROL NOTES: /!,
CHICTHE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRAt�PORTATRIN (NCDOT) MUST BE NOTIFIED AT LEAST 24 HOURS PF40R t 20 0 10 20 4C
TO CONSTRUCTION.TRAFFIC MUST BE MAINTAIMD AT ALL TIMES AND TRAFFIC WNWMUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL �-04/ / / ♦ / /I
DEVICES (MUICD) AND WITH THE CURRENT EDITION OF THE NCDOT STANDARDS AND SPECIFICATIONS. / / / / / /� 1 INCH = 20 F1
ALL LANES OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF &00 AM TO 9-00 AM AND FROM 4D0 PM TO 6.00 PM. A MINIMUM OF
ONE 12-FOOT LANE SHALL BE MAINTAINED AT ALL TIMES. / O /� /
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 RIGIff OF WAY LINE AS POSSIBLE AND BE PROPERLY/% �-
BARRICADED IN ORDER TO PREVENT ANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL IMF.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE. THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE
ADUAL'ENT TO THE WORK AREA USING APPROPRIATE TRAFFIC CONTROL. MEANS AND METHODS UNLESS WORK IN THAT ARF i5 PROTECTED BY /
BARER OR GUARDRAIL
THE CONTRACTOR SHALL NOT WORK SIMULTANEDUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITM THE SAME LOCATION ON A / O '' / / / INAik � ��
Si
ALL
TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT .L BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER 1�/ �/' ,/ ,/ `N (A71f S Ou)
TO THE END OF THE LANE CLOSURE Q-
THE CONTRACTOR SHALL BACKRI AT 6.1 SLOPE LIP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN / 0
OPENED TRAVEL LANE THAT HAS A DROP-OFF OF MORE THAN 3'
WHEN BACKFILL IS REQUIRED. IT SHALL BE AT NO EXPENSE TO THE OWNER
THE MAXIMUM DIFFERENCE IN EIVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2'. MATCH CURB EXXIS TEG
WHEN LANE CLOSURES ARE NDT IN EFFECT, CH NNELTZING DEVICES IN WOITIC AREAS SHALL BE SPACED NO GREATER THAN TWICE THE _*
POSTED SPEED UMIT. EXCEPT 10 ON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY. I
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE /� !
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS / IGHT TRIANGLE
ALL DTSNRBED AREAS ARE TO BE FULLY RESIOREU TO NCDOT MINIMUM ROADWAY STANDARDS.
MATERIALS AND WORKMASHIIP SHALL CONFORM TO THE N= MOIDWAY STANDARDS AND SPECIFICATI0N15 (LATEST EDTTW.
04
EXISTING TREES
p TO REMAIN
4
/ �/ / / / N 16p£G
/ o 4/ // /�e /
Q-14 / . / / V GUl/TER AT D AY / / / MATCH EXISTING
2FT ALLEY /CUR
PER NCDOT 846A1 op
/ \ ! so'NCDOT PAVEM SECTION /
IN -OF-WAY / 17
/ O j DRIVEWAY PER/ /
NCDOT STD. p /
848.02 /
/ O �/ NIL I
6
/ o
/ MATCH IXI CURB /
10'x7O'
SIGif TRIANGLE ♦
R10'�
N. 64A369.91
E 2,566,713.66
ACCESS EASEMENT
GENERAL NOTES:
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES. SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS
REQUIRED BY TOWN OF CHOCOWINRY, BEAUFORT COUNTY AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTAIION. REFER TO THE MANNK ON DORM TRAFFIC
CONTROL DEVICES (MUTCO), LATEST EDTTTDN. FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS. IRON PINS, AND PROPERTY CORNERS DARING CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUMORIZATIO1 TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE
OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD M36 (LE. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMERT Aga" WITH THE NORTH
CAROLIM 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 RUU01CFD TO THE
OUTSIDE FACE OF THE STRUCTURE.
7. EXISTING SITE CONDITIONS, GRADES. CONTOURS, U1pJTIES AND OTHER ENS LNG FEATURES FROM A SURVEY PREPARED BY NEiM W [AND SURVEYORS.
B. ALL WORK SiALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 'STANDARD DETAILS AND
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTI C W AND APPLICABLE TOWN OF CHiOCOWINITY, BEAUFORT COUNTY CODES AND DRDNANCES. THE ODMTRACTOR SHW.L
MAINTAIN A CURRENT EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECDFICAITON AND STANDARD DETAILS ON 111E PRO.CT SITE FOR tE
DURING CONSTRUCTION OF THE PROJECT.
S. THE CONTRACTOR SHALL VERIFY N.I.. DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTOL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FED
NSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACRSAI_ FIELD CONDITIONS THE OWNER OR OWNER'S REPRES ITATIVE IMMEDIATELY.
CONTRACTOR SHALL. WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TWSMNS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY.
11. THE CONTRACTOR SHALL L SEAL THE EDGE OF DUSTTNIG ASPHALT PAVEMENT WITH TACK COVET IN ACCORDANCE WDTI THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STAMM SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
12, THE CDNTRACTDR 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 SHALL BE SAW -CUT PRIOR TO PAVING TO PROVIDE A DURABLE AND UNIFORM JOINT.
14. CONTRACTOR STALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIATENSNONS OF TRUCK DOCKS, EXIT DOORS, SIDEWALKS, PRECISE BUILDW
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 OTHENSE 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.
1& CONTRACTOR SITYU.L. INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED.
17, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UILUHFS DURING 0016" ACTION. AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION. GRADING. OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOW THE TOWN OF CHDCOIMITY AND BEAUFORT COUNTY PUBLIC UTILITIES DEPARTMENTS
FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE
18. PROOF ROLL BUILDING AND ALL PARKING AREAS. NOTIFY OWNER/DOUAR GEN17tN. OF ANY UNACCEPTABLE AREAS.
19. THE CONTRACTOR SHALL PROVIDE AS -BUST RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILM AND S70RM LIAINAM TO OWNER/DOLIAR GENERAL.
PRIOR TO COMPLETION OF CONSTRUCTION
``� \ ♦'�� SWEE7WATER
\ i\ PROPERTIES OF BATH
DB 1756, PG 57
PIN.- 5664--78-0523
15 \ \
\ 7
\ TR40TIA
+ \ PIN, 5664-68-8i
\} \ 0.51 AC.
\� \ 1.349 AC.
sue\
\C \
WOOD SCREEN FENCE
REFER TO DETAIL
THIS SHEET +\\
-t \
WCKY- L YNN ADAMS \ ,
DB 1227,, PG 212
PIN.' 5664-68-7276
Doti/
r
AY89'3T'57'1Y
PIN' 5664-77-1927
24.92 TOTAL ACRES
(NOT SURVfYED)
KEY NOTES:
(1 CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
O2 CONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS -- SEE DETAIL
SHEET C-7
EXPANSION AND CONTROL JOINTS — SEE DETAILS SHEET C-7
( j ASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS — SEE DETAIL
SHEET C-7
© STANDARD DUTY PAVEMENT
® HEAVY DUTY PAVEMENT
® NCDOT PAVEMENT SECTION
O HANDICAP PARKING SIGN — SEE DETAIL SHEET C-7
O BOLLARD — SEE DETAIL SHEET C--8
O CONCRETE LIGHT POLE BASE
VICINITY MAP 0 CONCRETE SIDEWALK — SEE DETAIL SHEET C-7 FOR SIDEWALKS AROUND BUILDING.
NOT TO SCALE
O DUMPSTER LAYOUT — 6' HIGH MASONRY ENCLOSURE W/GATES — SEE DETAIL SHEET C-8
STRIPING LEGEND
9UROM SHOULD BE WA. DRY NO
MEDL SWACE5 FR E OF WAN RU'Sf
2 CM SHOW VILUME - ,Oil 4WD
� SAFELY
YSIM �6Y3DD
SURFACES 900 BE CLFJVN. DKr.
sT pw -
TOP COAT SHH]i+AMI WILUMN - PRO
PALM TAT
MAR 79MWva W PAINT YMM
TMM
SUW€AE;EB SHOULD RE CLEAN, DRY.
ROOM
TOP OMT SIIDtNIMJ WILUAHLS - PRD
SMPMat; -
MAR TRAFFIC NYmr. PAMff 'H !
PAN= LOT
am
O9 6 —0 LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT — SEE DETAIL SHEET C-1.
LOCATE 2'--6• FROM FACE OF CURB OR SIDEWALK. (NOT USED)
1O PYLON SIGN (UNDER SEPARATE PERMIT)
11 4• WIDE PARKING STRIPE PAINTED YELLOW (TYP)
12 4" WIDE PARKING DIAGONAL STRIPES PAINTED YELLOW
1 CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8,33%) (PER AD.A REQUIREMENTS)
ANY RAMPS LESS THAN 1:20 SHALL HAVE DETECTABLE WARNINGS AND CONTRASTING COLOR.
SEE DETAIL SHEET C-7.
14 NEW GRASS/LANDSCAPE AREA
15 CONCRETE CURB AND GUTTER — SEE DETAIL SHEET C-8
16 STOP SIGN — SEE DETAIL SHEET C--8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
18 NEW CURB CUT, MATCH EXISTING EDP & APPROACH PER LOCAL CODES & SPECS.
19 FNAC SCREEN FENCE — REFER TO DETAIL ON SHEET C-7
EXISTING TREE 20 DELIVERY DOOR ACCESS — REFER TO DETAIL THIS SHEET
TO REMAIN
/ 21 CONCRETE FLUME — REFER TO DETAIL ON SHEET C-8
MATCH EXISTING / O PROPOSED PARKING COUNT
\ PAVEMENT
GRAY TELEVISION
1� GROUP, INC.
DB 1079, PG 359 1:12
♦ \ PIN.- 5664-78-2672
MASLMUM
PE YELLOW
\ STRIPING
17 \ _ 1 DELIVERY -DOOR ACCESS_
\\ N,T.s.
I� i
-- TRANSFORMED + \ \
PAD
� RfW
CHAIN —LINK
FENCE
v �
- 12'x25' STORMWATER
LOADING AREA MANAGEMENT
FENCE GATE EASEMENT
20 5FT SIDEWALK
LANDING /
STORMWATER
MANAGEMENT j
AREA
AREA FOR PACKAGED UNITS. REFER TO
MECHANICAL DRAWINGS FOR AADDTTIONAL �� '
INFORMATION. THE HNAiC PAD IS TO BED
CONSTRUCTER OF: 5' 3.000 PSI
CONCRETE ON A 4• COMPACTED AGGREGATE
BASE ON COMPATED SUB GRADE. SLAB TO
HAVE REINFORCING AS RECOMMENDED BY
THE GEOTECHNICAL CONSULTANT.
j+
/f looa
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
rdovderltrk4esitedelp..com
NC 11=9 #P-0619
SEAL:
,,+ytCARO
ittrtl�..
•
;�
4 SEAL r
24434
• 5-14-12
M �•
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919--459-2601
919-459-2604 fx
gbarneAvanguardpg. com
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 5/7/12
JOB NUMBER: 004038
TITLE:
SITE PLAN
SHEET NUMBER:
C 3
COMMENTS:
t' .. 1 r l 1 i� • 1 � 4 _! t' �.

C.•'..a•'.
DRAINAGE NOTES: / / � ,/ ,' , WV
o 1!,
1. A MINIMUM GRADE OF 0.50 A SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED. / � / / / � 0
2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLMtS ARE APPROXIMATE ONLY.
3. U� { UTILITY LINES SHALL BE W&LED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
A NO MORE THAN 50D IF OF iiZQNCFI MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. �� / ° �/ / / Ir ♦ 1 / �� /
C. EFFLUENT FROM DEWAIERIM OPERATIONS SHALL BE f{LTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE.
OR BOTH, AND DISCIAM IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR Off-SRE PROPERTY. / O / / / ♦ / \ /
D. WTERIAL USED FOR BACK -FILLING TRENICHET SHALL BE PROPERLY COMPACTED IN ORDER TD MINIMIZE EROSION AND PROMOTE
STABILIUTION.
E. RESTABALUATION SMALL BE ACCOMPLIM IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS. / "/ / , / / / \ MR- 3244'
F. APPLICABLE SAFETY REGULATKNJS SHALL BE COMPLIED WON. (� 6' OUT)
4. CATCH BASN MAN GRA ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROLINA Q`1�/ / / ��
DEPARTMENT OF TRANSPORTATION SfiANDARD DRAWINGS. REFERENCE THE FOLLOWING STAN11ARO DETAILS % 04
840.02 - CONCRETE CATCH BASIN /
840.03 - FRAME, GRATES, AND HOOD FOR CATCH BASINS
84Q04 - CONCRETE OPEN THROAT CATCH BASIN o / / , ✓ / LIMITS
OF
840.14 - CONCRETE DROP INLET / % / �� �� 'i� DISTURBANCE
84D.316 - DROP
JUNCTION BOX '�
INLET FRAME AND GRATES
840.36 - TRAFFIC BEARING GRATED DROP INLET
840.45 - PRECAST DRAINAGE STRUCTURE
- PRECAST MANHOLE
838.802 - PRECAST CONCRETE ENDWALL / , / / / `\ \ / w�\
S6YEENATER
$. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USM A PIPE LASER OR OTHER ACCURATE METHOD. \
\ \ \ PROPERTIES OF BATH
6. STORM PIPE SHALL B: AS FOLLOW UNLESS OIH[RM�E NOTED. / / �` _ \ y DB 1756, PG 57
TYPE 1: RCP, GLASS II PER AS1M C-76, WITH FLDOBLE PLASTIC BITUMEN GASKETS AT JOINTS. / 1' / ♦ / / r r r r ��� \ ► ��<y PIN.• 5664-78-0523
/ O / c �� \
'TYPE 2. WH DENSITY PDLYETHYLQNE PIPE (HOPE) - Al DESIGNATION M252 TfPE S, M294 TYPE S AND MP7-97 TYPE s,
SMOOTH INTERIOR/MNFIILAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON THE CONSTRUCHON DRAWINGS. PIPE"/ / / �!► ` �,, \
SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S INSTALLATION G UIDEUWES. PIPE JOINTS AND FITTINGS SHALL BE \
WATERIIN.
•
7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE MASS M REINFORCED CONCRETE PIPE UNLESS OTHERWISE HOTEL / / , ♦/ q60 00 \ \ \ \ \ \
$ EXISTING DRAINAGE 5IR11CNRES To BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOw / ♦ SILT AND DEBRIS./ / ,� ,`rp6 30.0(TC) / 29.0(GT) ♦ \ \\
THE TO / ,r 10 24 i'1NE 29.5(GT) i ``, \ \ \ \ \ \
9. IF ANY DOSTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUG"HON IT SHALL B: LAMA ACTNJRS
REPAIR AND/DR REPLACE THE EXISTING STRUCTURE AS NECESSARYf TO RETURN R TO E%ISIING CONiX�I�N5 OR BKUR84 /�' /
10. ALL STORM PIPE ENTERING STI URES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIWK -. ' / •11
1. RES MAYS USED AT CONTRACTORS OPTION. / ° 14/7 V
1 PRECAST STRUCIU / \ Q / / / fBpfCAAV Z9.6�Tc)
A / / / I
12. ALL STORM Son MANHOLES IN PAYED ARMSIWl BE FLUSH WITH PAVEMENT, AND SHALL HAVE BEARING RING 1(GT)
, O /// � � � 29.
MANHOLES IN UNPAVED AREAS SHALL BE 6* ABOVE FINISH GRAB. RIDS SHALL BE LABELED "STO SEWER'. 29.8 C
) TREt PRl
11 STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST A'NEC//ISSARY. / ♦ / �,p / 29'3(GT)\ FENCE, I
14. RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW LINE. Q�1 & I
29.&Xm)i >1 , r57N ! 29.1(TP) `I
1()8'-1O'FDPE Ile i
29.7(TC) 0 0,20% I
29.
Ile
29.0(GT).
MATCHz9�C� o // 411tea) \ �/
30.2(TC) 29 8(T5) \
) 29.7(GT) DROP INLET ` 29.3(TP)
RN=2&4 /
/ CURB AVLET INN=25A7
TOP: 29.6%
�t� MAC• 26.29' / / / / � , \ 29.7(TC) 29.0(TP) / ��'}.•'
29.2(GT)
/ 29ATP) r :.
E• 2.56s h3.Bs
WOKIE L YNN ADAMS
DB 1227, PG 212
PIN.- 5664-68-7276
LIMITS OF
�DIS'TURBAINCE
I
I
INN=25.0 - ♦ `
PIN- 5664-77-1927 �, r 40
24.92 TOTAL ACRES
(NOT SURVEYED
GRADING NOTES:
1. REFER TD THE SITE PLAN FOR RELATED NOTES.
2. ALL CONTOURS AND SPOT ELEVAT10N5 REFLECT FTNSHIED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERA. CONTRACTOR PRIOR TO (ROUND BREAKING.
4. THE CONTRACTOR SHALL. IML&DIKIIELY REPORT TO OWNER ANY DISCI6* CIES FOUND BETN N ACTUAL. FIELD CONDITIONS AND CONSTRUCTION DDCUMENTS AND SHIALL NWT FOR INSTRUCTION PRIOR
TO PROCEEDING.
5. THE CONTRACTOR SHALL BE LISLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION,
6, THE CONTRACTOR SK 1 BLEND NEW EARTMNORIC SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQLIIREIENTS.
8. THE PROPOSED CONTOURS SHOWN IN DYES AND PART MIG LOTS AND MEWLLKS ARE FINISHED ELEVATIONS INCWDING ASPHALT. REFER TO Pffi"ENT CROSS SECTION DATA TO ESTABLISH CORRECT
SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR FOISTING DRAINAGE INLETS OR SHEET OVERLAND.
10, ANY GRADING, BEYOND THE LIMITS OF CCINSIRUGTION AS SHOWN ON THE GRADING PLOW, IS SUBJECT TO A FINE.
11. GRADING; MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A TINE
12. SM.MATKON S THE BEST FORM OF EROSION CONTROL. TEMPORARY SEIEDiNG 6 NECESSARY TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRES IT.
13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 30 DAYS.
14. M11NG GRADES, CONTOCIRS, UTILITIES AND OTHER FD{S W FEATURES FROM SURVEY BY NEINCOMB LAND SURVEYING.
M15. THE CONTRACTOR SHALL INCISE IN THE CONTRACT PRICE ANY DE -WATT R#H[G NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
16. THE CONTRACTOR IS MPONS181.E FOR THE DESIGN AND IMPLMOATION OF ALL SHEETING. SHORING, BRACING AND SPECIAL EXCAVATION MEASURES RM00 TO #IFFY OSHA, FEDERAL, STATE, AND
LOCH. REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED ON THESE DRATIINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONISiBIIM FOR THE DESIGN(S) TO INSTALL SAID
am
17. THE CONTRACTOR SHALL REFER TO THE ARCFITECTURAIL PLANS FOR EXACT LOCATION. ELEVATION, AND DIME N51E1H5 OF EXIT DOORS, RAMPS, RIDING DIMENSIONS, AND EXACT BUILDING UHLIPf
ENTRANCE LOCAT1ONS.
1E. ALL FILL MATERIALS, DO W RUN FOUNDATIONS, PAVEMENT AND UTMY STRUCTURES, TOPS(HL, AND ANY OTHER DELETERIOUS WATTRULLS SHALL BE COMPLETELY REIAHONED FROM WITHIN THE
BEARING ZONE BELOW THE STRUCTURE.
19, ALL FOUNDATION EXCAVATION SWILL BE RISPECTED BY A QUALIFIED GBAECHNICAL R040MATIVE TO DETERMINE WHEM UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIREABIE MATERIAL
SHAH. BE REMOVED, BACIMLLED AND COMPACTED AS REWIRED BY THE GEOTECHNICAL. REPRESENTATIVE.
2D. ALL CUT OR FILL SLOPES SHAH. HE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED.
21. THE OONHtAG;TOR SHALL ADHERE TO ALL TOM a CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WHIN CONSTRUCTION ACTIVITIES.
22. CONTRACTOR SHALL ADJUST AND/OR CUT DGLSTING PAVEMENT AS NECESSARY TO ASSURE A TOOTH FIT AND CONTINUOUS GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDM FOR AL NATURAL AND PAVED ALAS.
24. ALL FACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
25. COWRlO" SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE OONSTTRUCIED TO SAME.
W
\ EXTEND LINING TO EXTEND LENiNG TO
\ ( "� \ �- GRAY TELEVISION TOP OF DITCH TOP OF GLITCH
\ ` O 0.21 X %k \ B' YIN. FRFE90AR0
GROUP, INC. YIN. m LINING
DB 1079, PG 359 §
\� \ PIN.- 5664-78-2672
' `�_ MATDi EXISTING \ \ \
28. R) \ \ FLOW LONG_
\% \\ \ \ �\ DITCH O(I0) SLOPE(%) H B W SS CHANNEL LINING
2&2(GR) \ \\ \ \
GRASS
CNANAREL
30 Cfi5
O.=
Iff
1'
5�0'
2'1
NOM AVERICAAR
GREEN DS15
WTH WASS SOV
\ FES INN=26.7 \ \ \ \ 'A� EROSION CONTROL MAT SHALL BE AS
GRASS OANNEL NOTED OR APPROVED EOUAL
\ \ dy
`\ GRADE TO MWAIN\ \\\\
x -�_ \ POWK DRAINAGE \ [ \
WET DETENTION POI\ �.
REFER TO SHEET C-10 R/w
FOR DETAILS
NTROL// �«'�\ \ y` \,♦ R TDGOSHEET C-10 STRUCTURE -_ R/w
FOR DETAILS
REFER TO SHEET C-10
FOR DETAILS
rtih �
I
I
I �
40'
-GRASS CHANNEL
REFER TO DETAIL
THIS SHEET
5A >r
23.4(GR)±
f
Downspod
Boat
,Wn sfm for rams
Bend
,8' on 1.00% Min. Slope
ft� SHE$ Of 6 o; SCMer
NOTE
)ETA PI�Pf�SCH�R
40 PVC OR H{DPE
EROSION CONTROL NOTES:
AN LRO M AND SEIMUATIOH CONTROL PERMIT MALL BE REQUIRED BY NCDENR PRIOR
TO START OF OONSfRUCTIO L
LEGEND:
TC.........70P OF CURB
GT.......... GUTTER FLOW LINE
TP..........TOP OF PAVEMENT
TS......... .iOP OF SIDc#ALK
TW.......... TOP OF WALL
BIN .........BOTTOM OF WALL
CB ..........
CATCH BASIN
Gii............
GRATE INLET
FES
.......... FLARED END SECTION
YI.......... YARD INLET
GR..........
GROUND
JA o-w.
..........FLOW DWfNON ARROW
GRAPHIC SCALE
20 0 10 20
1 INCH = 20 FEET
TRIANGLE
SITE DESIGN
,a.
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
ll10lowder0trianglesitedti s4pi om
NC IICBNSE P-0619
SEAL:
+,���frirrrr•
CAS �
,........ L •i
oFE55/
SEAL
10
24434
s-x-�2 N
W
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- o
o to
UInca
OWNER/DEVELOPER:
GLANDON FOREST EQUffY, LLC
3900 Berton 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: 5/7/12
JOB NUMBER: 004038
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
- --
.. r' r ,, i
i, i

Y S9.5B PER NCDOT STANDARDS
INCLUDES IMY OF MUUY AS APPLICAME
4' 119.00 PER Ncwr STANDARDS
10' COMPACTED AGGREGATE BASE
OR 5' B-25.OB PER NCDOT 67ANDARDS
(ACTED SUB GRADE
NCDOT PAVEMENT SECTION MATERIALS AID CONNSiTtUCTION I�QU�ENTs PER THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. LATEST EDITION
SCALE NOT TO SCALE
RJA a, 191
•
1 ', 11 x �•' 1 ',x 7 i 'h•c 1 '�1 hl :1 1' � II
1 h - 0. 1 Y0.yr ', hl 1i � hP xi 1' -h
• 1 T+ y • • H ' r xl 1 h' tli pl hl xl •. •,.1-• 1 h7 x
•' •4
F :-4 7', �x', it •
:;D'., x.�. .•, ♦ 4 ',x 1 71 I
',�' ' hx} - hl ' yl � x'i ' hi' E h Y i r '+ hi '! !1
1 h! h'• x 7 1 T 'J ! hi- h', '' x x 14 1 1
4 �r ••1 a ox •,a 1•h m 1 'a a• 1 + 1• r-1
i' Y !1 hl ► 1{ H•' ' '4 i 1' 1 1 4 r 1 - 1
hli 4
Ipp
LZ
r
wJ
II
MI •wh
* Y Y Y Y Y Y Y Y Y hI-I ' F •• I
iw :� ii :,�li
i 1 I
1 1
'ti^''
I x' x 1 1' 1• '1.',1. - '1 4' h 1 �. 71 !
'y 1'hr ', kl 1'x►
•, 1 : r
' � •�� 'mow • �� ...w �� • w •� i � � 1 i 1 1 hY
■ �i••i•�i •i.�i.•i •i •i••i •i •i •i •i
—
1 x' I 1 j4. 1 • i 1. '+iw, 1 4' h - :i L x. 711
= = = = = =
.*wf* •wP \�\" •-• •-." «Y r=�Y- IE1 •x 1•hxl hi ho
'411'r.w..
_ �� kl -• 7i ` 1
iii lip
I''' +x 1 �`'i' 1 i.'J it 4• h 4 -� tll 1
1 PAVEMENT DETAILS
C-7 NOT TO SCALE
ACCIESSM PARKING $0"NDTES
I- ALL LETTERS ARE TO BE PER THE LATW EDITION OF THE MUTCD.
2. TOP PORTION OF SIGN SEW1 HAVE A REFf ECTORIZED (ENMEERING GRADE} BLUE BFCKgiOUND WITH WHITE
IEFLEC3O1iQEti LEGEND AND BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTOPoZFD (ENGINEERING GRADE) WHITE BAXCGROUND WITH BLACK OPAQUE
LEGEND AND BORDER.
4. FINE NOTIFICATION SIGN SHALL. HAVE A REFLECTORIZED (ENGINES" GRADE) WHITE BACKGROUND WITH BLACK OPAQUE
LEGENID AND BORDER. CONTRACTOR SHALL VERIFY FINE AMOLW AND ORDINANCE NUMBER,
5. ONE (1) SIGN REQUIRED FOR EACH ACCESSIBLE PARKING SPACE
6. INSTALLED HEIGHT OF SIGN SHALL BE IN AXX)RDWiCE WITH SECTION 24 23 OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL Dacia (wm)
7. SIGN MAY BE MOUNTED ON BUILDING/WALL. AT PROPER HEIGHT, IF ALIGNED WITHIN IV OF CENTER OF PALING SPACE
m
PARKING BY
DISABLED
NE�
N
ONLY
UpSrofME'
F31i. t96S m
PANTED
1.12 MAX YELLOW
SLOPE
BOLLARD J
WITH H.C.
PARKING SIGN
H//CC NG E PARKING SPACE
STANIM STATE APPROVED
HANDICAPPED SPOGE INSTALLED
ON A METAL COLUMN AT THE
PRIER HEIGHT REQUIRED.
-141
-PROVIDE ADDITIONAL "AM
BELOW THE HANDICAPPED SO AS
\REWIRED PER R'EGULATKINS.
-BOUT SIGNS TO GALVANIZED METAL PH CUM
r DAMM CONCRETE FILLED
ATM PIPE BOLLARD, PANTED YELLOW
CONCRETE SURROUND AROUND PIPE COLUMN
�-
=1
f
MIN.
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
SLOPE CONCRETE AWAY FROM
BUILDING 1/B' PER FOOT
1:12 MAX C�
SLOPErl
BOLi�RD
f WITH H.C.
1 PARKING SKI
HANDICAP PARKING, ACCESS
M.{E#LITY DETAIL NOTES: S RAMP AND ACCESS AISLE DETAILS
1. REFER TO SITE PLAN FOR EXACT LOCATION OF
C-7 NOT TO SCALE
HANDK`AIP PARKING, WALKWAYS AND RAMPS.
2. ALL WALKWAYS, RAMPS, AND HAN" PARKING
SIGNA(& EM SHALL MEET APPRDVED A MANS
WITH DISABILITIES ACT (ADA) STANDARDS AND LOCAL
ACCESSIBILITY CODE.
3. ONE OUT OF EVERY EIGHT (B) ACCESSIBLE PARKING
ALL HANDICAPPED RAID' W ACCESS
SPACES, BUT NOT LEA THAN ONE, IS REQUIRED TO
ASLES SHALL MEET ALL CODES AND
BE VAN AOCESSIBIL
AEG REGULATIONS.
4, ALL CONCRETE ABLE TAMPS (3000 PSI)
SURFACES SHALL HAE COLORED TOOLED/SERRATED
SLIP RESISTAND SURFACING AND/OR TACTILE
WARWG DEVICE PER ADAI STANDARDS AND LOCAL
ALTTY CODE
"
4
5. ALL CONCRETE AMBLE RAMPS SWUI BE COLOR
°D
IAPKATED TO PROVIDE VISUAL CONTRAST (DARK
TO LIGHT) WITH ADJOINING CONCRETE SURFACES
(MANILLA 70% COLOR CONTRAST). YELLOWBOLAD PLANTED
6. THE MATERIAL USED TO PROWN COLOR CONTRAST /
IN CONCRETE AOCESSIEILE RAMPS MALL LE AN
I TEGR& M%IA NEM) PART OF THE CONCRETE 6
AND SMALL NOT BE PANTED ON OR CAPABLE OF o /
FADING OR WEARING OFF. G
7. FINISHED GRADES OF PAVEMENT 11 HC PAINING
AND ACESSSILBY AISLE SHALL NET EXCEED 1:50
SLOPE IN ANY DIRECTION.
DOL AARD WITH
HANDICAP PARKING
SKIN, AS REQUIRED.
i
ACCESS AISLE
STANDARD HANDICAP PARKING � SIDEWALK
SYMBM PAINTED ON
PAVEMENT. BLUE COLOR.
4' PARKING SPACE STRIPE.
BLUE COLOR.
4' PAWED STRIPES - H.C. BLUE
COLOR A 24' O.C. AT 45
DEGREES.
BOLLARD WITH HANDICAP
PARKING SIGN. AS REQUIRED.
ALL HANNDIWED RAMP AND ACCESS Ass HANDICAP PARKING DETAIL
SHALL MEET ALL CODES AND AQAAG 4
REGULATIONS.-+7 NOT TO SCALE
COLORED TOOLED/SERRATED SLIP
RESISTANT SURFACING AND/OR TACTILE
WARNING DEVICE ASREWIRED BY
AMERICANS WITH DSG-ITTES ACT
ACCESSIBILITY FELINES AND CODE
REQUIREMENTS
N
REETNSTREAK PAVING CAP SEAL
ROFILE J610 - SEE SPECIFICATIONS
FOR ADDITIONAL INFORMATION.
5 CONCRETE JOINTS
�-7NOF TO SCALE
CONTRACTOR TO COORDINATE
EXACT REBAR HOLE SIZES
AND LOCATIONS WITH WHEEL
STOP WWAMFI R.
3/4 - 1' DIA. HOLE
Ir #3 REBAR. FILL LADLE WITH SLURRY - --
MD( OF NON -SHRINK GROUT AFTER
REBAR M7fi LATKX
g WHEEL STOP
�-7NOT TO SCAT
6'
SEALANT
6X6 - 10/10 WWF-
4' CONC. SIDEWALK
COMPACTED SUBGRAOE
(REFER TO GEOTECHNICA.
14 CONTINUOUS STEEL- ^�
REBAR (TOP AND BOTTOM)
CURB EDGE CONCRETE SIDEWALK
NOT TO SCALE
INSTALL A GROOVE 6' FROM FACE OF
CONCRETE SIDEWALK
9'-0' (MIN) WIDE TURN -DOWN STYLE
CONCRETE SIDEWALK IN FRONT OF
BUILDING - SLOPE AWAY FROM
BUILDING.
g SIDEWALK DETAIL
C-7 NOT TO SCALE
NOTE: SEE SPECIFIC<ATKONS FOR
SPACING REQUIREMENTS
IYWA CONTR(� JOINT
2' TO FACE OF BL WNG
8'
ASPHALT PNEMENT
TV N F
1' RAD"
ASPHALT PAVEMENT
SAIICUT JOINT - FILL
WITH SELF LEVELING
EL/1STOMLTIC SEALANT
2"-4" 4x4 TREATED PINE (l)SE GALVANIZED NAILS FOR fASTIJYNNG)
SPACING IF ANY PARCEL OF LAND ADJACENT 70 THE DEMISED PREMISES IS EITHER
ZONED FOR RESIDENTIAL USE OR IS ACTUALLY BEING USED FOR RESIDENTIA
PURPOSES ('TiESMTIAL PROPERTY'), LESSOR SHALL CONSTRULT A PR19CY
FRONT 7�IX6%2X4 FENCE IN ACCORDANCE WRIT TENANT'S PROTOTYPE PLANS AND ANY
APPLICABLE ORNA MAL
REQUIREMENTS ALONG ANY PORTION OF THE DEMISED PREMISES BORIOIN G
UPON SUCH RESIDENTIAL PROPERTY.
g HVAC SCREEN FENCE
C-7 NOT TO SCALE
NOTE NUMBER OF BOARDS WILL VARY
DEPENDING ON SPACE BETWEEN
BOARDS AND ACTUAL WIDTH
OF BMIM
R
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowder/triangleeitedesign.com
NC LICENSE #P-0619
O�;OESSS/ '• ,rL •
SEAL
24424 '
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 l[erton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-469-2604 1g
[e-mail]
REVISIONS:
LAYOUT COORD:
MEL
PLANNING MGR.
MEL
DRAINING BY:
MEL
DATE:
5/7/12
JOB NUMBER:
004038
TITHE.
CONSTRUCTION
DETAILS
SHEET NUMBER:
-7
CONS:
It !+ +3•: is�ti ! i ' y� �fq i , ' i' ' e 1

2- d-T/cP
1
o
6r DTA.
-FILLED
L. CONC
/
GATE POSE
FRAME AND CROSS
BRACE
METAL GATE FENCR4G
GATE HMIGE
QME EQST DETAIL
18'-O'
BOLLARDS
-
u b 4
c
B .' -
a
6` DIA. STL. CONC. �OWRETE PAD (HEAP!
FILLED GATE POST DUTY CONCRETE)
CM PRE -CAST
NDTE:
BLOCK TO
MATCH B"NG
DIsrI=R
ScfuN WALL
MAT94k TO
- MATC": BUILOI46
--- 4 WALL MATERIAL
- 15-S AT 32'
ON CENTER
VERTICALLY.
rBimTO
_ MATCH BUILDING
AL
ELEVATION REFER
CONCRETE SLAB To GRADING Km
NOTE:
FOOTING TO
MATCH BUILDING
SEE STRUCTURAL DWGS (TYP. FTC}
SECTION A -A Wlu l
f`
2 1/4' GIMP)STEEL HINGE
METAL. GATE
Br DUl STL CDNC.
FILLED GATE POST
GATE HINGES
ANCHORED TO POST
MO FASTENED TO
DOOR BRACE
6` DUl $TL
CONC. FILLED
GATE POST
1 DOUBLE DUMPSTER DETAILS
C—� NOT TO SCAI-E
A
B
SACKFILL TO TOP OF CURB
ASPHALT
PARKING LOT
m
10
CONCRETE COMPRESSIVE STRENGTH SHALL BE 36M PST IN 2& CONFIRM WITH
GEDC,TRAPHICAL LOCATION OF THIS PARTIC" PROJECT.
2 CURB/GUTTER DETAIL
C -8 NOT TO SCAI.E
8' BLOCK TO MATCH BUILDING
SET BOLLARD INTO 0%0ETE FOOTFR AS SHOWN. POUR
CONCRETE SIDIVwx TO BOLLAItTI.
CONCRETE WASH DOME - Pon SMOOTH,
ROUND SWACE
METAL DUMPSTER GATE
4' PIPE - CONCRETE ETIJ.ED. REFER TO
PLANS FOR SIZE AND LOCATION. PAINT —
OSHA SAFETY YELLOW.
SLOPE SURFACE AWAY FROM PIPE TO 112`
PRE -MOLDED EXPANSION JOINT (11M.)
ASHPMAET (OR) CONC. PAVING-'1
g STOP SIGN DETAIL
C-8 NOT TO SCALE
!11
- I I-1 p I I .�i I!
STEEL PIPE EMBEDDED IN CONCRETE
FOOTING.
.t
K 3TYPICAL BOUARD DETAIL
NOT To SCALE
tv
-1 REFLECTIVE ALUMNRJM
V CHANNEL POST
PAER ETE BLACK AT ASPHALT LOCATIONS
—4000 PST
CONCRETE
6' 314 1 6'
3' Re.
12`
OZ7!
COMPACTED RABGRADE
'NOTE: 1. ALL CONCRETE TO BE 3,600 PSI IN 28 DAPS"
7 CONCRETE FLUME
C-B N.Ts.
3'-0' MIN
LINE POSTS
3'-6' MR
GATE OR
CORN0 RX
NDTTT
1. WORDS AND ARROWS FOR DRK%YS SHALL
BE APPLIED AMW40M TO REM MNTB
AS OMJHED IN SECTION 38 OF THE
MAWLK ON UNFORM TRAFFIC CONTROL
2. THESE WORDS AND ARROWS ARE TO BE
PANTED REFLECTIVE WHITE.
c
a
4 PAVEMENT MARKINGS
C-� NOT M SW
t 11wr.3 rwr Lr
CHAIN LINK FENCE AND GATE DETAIL
NOT TO SCALE
LM E VARES
e ►ax.
III 7 r ill
E.�■.�AIIAIkl1lAkli/#11111111�■..■�
5'-c IWX
MIN. 12-1 2 GA.
"RES
CONCRETE MP-)
EI9 OR+IkC,L, W RESTANT ll[31
HIGH - TETGN 51RENGT�H .y�
1, POLY BARRICADE FABRIC 0YP[CJIL)
wM V4K FAWC *�
Sm POST
MfNdIING SIGN TREE PRUTECOON AREA
UV I�MMIGH'IENSLEFISMW511;a16TT) 17 10 NUT ENTER
POLY BARWADE FABPoC r
WAR" SIGN OL74L
NOTES
1100 fG -WG TO BE A64DE OF DURABL& MID+TNERPW AAAIUm-
LET ERS TO HE 3' 1 W AHhAOMNIW, CLEARLY UG E AND SPACED AS DETAM[EU
SNGNS SHN1 BE PLACED AT 50' AIAXAI M AA►04ALS
PLACE A SIGN AT fACH END OF LAIMFAR TFIEE PTI,OTET:TTOAT AND 50' ON CENU ThIEVFM?
SN'C(APET� AhDOV � PROVIDE• MD [LESS TfLW OW SW P& PIBDTEUM ARR
ATrACH SWAWMVtAW TREE PRbTEMON FENCE TFMUGHOUT DMWN OF PRO!JfC1:
A0DIRIONAL 519GNS 94Y HE REQUEAR€D BY Cm OF RAUVi WSPECT M DEPARTMENT 84SFD ON ACTUAM. FAT,[D COMM
PLACE A SAX AT EACH ETMD OF LMW NEE MUMN AND 50' ON CEivTE7e ThV?b PIER
g TREE PROTECTION FENCE
C-8 NOT M SCALE
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
(919)553--6570
n-daWer*W& gleAtedeMgn.com
NO IIMM #1-0619
SEAL:
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 5/7/12
JOB NUMBER: 004038
TITLE:
CONSTRUCTION
DETAILS
SHEEP NUMBER:
C-8
t

m
I ZITS/cp -44 a;Y
X
AW AFTEN ENEW AWALLAW,Y A NiZA'
TALE FLOW AREA A4V RMW Tiff \
&W£RSW REPAAP TEE CfAVE LAWl1G \ \
AS AECESSARY PER Off
AAAYFACAAflrR$ /A67MlA7115IN - .. -- •. '-�' � :..:.:.., .. .
REOURLMENN CNECXY 010E7S AAW
MIA'£ mwar hum!S• AS Afm ro
PEDAMENTLY STA TWO AfMh7AE Tiff
PR07EC W Mo f ft AND S7AMM RE /
a MMYEL TO MtM WN THE ANIZIN
SYABrACE / / / PERSPECTIVE NEW
NO SCALE
AREAS TO BE DISTURBED SEDIMENT STORAGE
(CUT\ FLOOD STORAGE ZONE
t't2't
-HUB END ON OUTLET
END SECTIONS. SPIGOT
END ON NLEr END
SECTION&
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
%i / /
RIP RAP HEADWALL.
WASHED STONE 1'-0` THICK z 3•-0' HIGH MINIMUM
/
RIP RAP
HEADWALL
i -r --NATURAL GROUND
1S' 3'
1.5' - m
TT
GLASS 1 RP -RIP
MAXIMUM SEDRAEW DETH a wwm STONE
(GLEN! our POINT)
SECTION THRU CATCH BASIN. FILTER AND CIA.VERT PPE
NO SCALE
6 HORSESHOE INLET PROTECTION
C-9 NOT TO SCALE
7 SLOPE TRACKING DETAIL
C-9 NOT TO SCALE
CA
:a� ::::.:::: , , .....
SEDIMENT
TEMPORARY INLET' PROTECTION
} NOT TO SCALE
©1204-061=R G
NOTE:
USE DOZER TRACKS TO CREATE GROM
PERPENDICULAR TO THE SLOPE GROOVES WILL CATCH
SEED, FERTILIZER. MULCH, RAINFALL AND DECREASE
SEDIMENT IN RUNOFF.
al.
MINIMUM 10
GAUGE UNE WIRES
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 Y-3• WASHED STONE
3. THE ENTRANCE SHALL BE MANTNNED IN A CONDITION WHICH WALL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC 70P DRESSING WITH ADDITIOW
STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANCUT OF ANY LW"RES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED. DROPPED, WASHED OR TRACM ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY
WHEN NECESSARY WHEELS MUST BE (LEANED 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 DRAMS KID AN
APPROVED SEDIMENT BASIN.
5. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
6. ENTRANCE SHALL BE A MINIMUM OF 2V IN WIDTH OR THE WIDTH OF THE EXIT, WHICHEVER IS GREATER
s
N
SOIL STABILIZATION FABRIC
UNDER VISITED STONE
4 CONSTRUCTION ENTRANCE
C-9 NOT TO SCALE
W-0• MAXIMUM -
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
R
/'Al
10.
m,,
12-1/2 GAUGE
ATE WIRES
STEEL POST
- IIIIN r WOVEN WIRE FABRIC
SILT FENCE FABRIC
FRONT
J� FILL SLOE
S: 7 FLIER 01fl m 9Y47T ir A6PECTED BY nE F7K4APXAlLr M N r /-
aspomw PINY LR INS' Aaw AIAEOAmr4c7ER FN.71 i
1. USE SILT FENCE ONLY WHEN RMYFML AAD AT LEAST 91KY Dww PRCYOA6E'D AWAFML . -
DRAINAGE AREA DOES NOT ANY REPAIRS' AEW SIM LE AVF Afi0A7EZr
EXCEED 1/4 CONCENTRATED ROW. ACRE AND NEVER IN
AREAS OF C2 w 57DNE swL Off' &Evan P1%AIPILYAam ANY Ew
IANT HAS aORE'D 9W IEAIO{tD R 12' MN. ANCHOR
SKIRT
2. IBM SEDIMENT DEPOSITED AS
NEEDED TO PROVIDE STORAGE
S 91IEW L7fA7915 9w" K R£MOIM M'$JV liEA29N
VOLUME FOR THE NEXT RAN AND WACH 6 A VIES ANY STD9EA71i`Po0n AiAA4W N `+' G BOTTOM OF MIRE FENCE AND
F'T"AF7E4 AFSET FEAT IX/ UIS RDIOW SIM LIE
TO REMOVE PRESSURE ON THE TRESSED 70 aWF90V 70 M EX6W MW PREPMW'D FLIER FABRIC BURIED 8•
SILT FENCE Nt0 SEt7AED VERTICALLY AND 4' HORIZONTALLY
N EXCAVATED TRENCH
5 SILT FENCE SSW
C-9 NOT TO SCALE
CONSTRUCTION
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL
DRMIAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCH BELOW THE CREST OF THE STORM
GRAN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST THE EDGE OF THE SIM DRAW FOR LATERAL
SUPPORT AND TO AVOID WASFKNIS WHEN OVERFLOW OCCURS. IF NEEDED. GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2s4 WOW SIDS THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WARE MESH WITH 1/2-INCH OPENING OVER ALL BLOCK
OPENING TO HOLD GRAVEL N PLACE
3. USE CLEAN GRAVEL,3/4-TO 1/2-NCH N DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK
ON A 1-1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE DOT 157 WASHED STONE IS
RECOMMENDED.
A4NIEANAC•E srEc#GOXM6'
NSPECT A1EE73• AT LEAST NEEYLY AAD AFTER £ANON SMMINT
(1/2 #VV 9e LW917ER) RMW'AU Ewa a6w TIE Am #W
6F ANY Li9W LAW OAER 12DE7.•%5 TO P7 ""IT ROW
fW ,S7/WO IPMIS R T OW AGT M 101I1,16F 9P
14FLLr ao, 7f£ Aw AE9f LYING Sawff AUQ1AL REFUGE
SMW AS AI12M..
NATURAL GRADE
E�-
RIP-RAP -I
Iilill=III I-IIIIII-
STEEL 13Aac �D 111111=IIIIII=IIIII_IIIIII IIIIII_IIIIII=
_ I V j'5 WASHED SME
PLAN 1' MITI 8---F--� 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 HEM NOT LESS THIN TWD THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL THE:
AREA TO BE PAVED OR RIP -RAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHA L 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 SUBW" STRUCTURE TO BE COMPACTED TO 95% OR GREATER
THE PLACING OF FILL, EITHER LOOSE OR COMPACTED N THE RECEIVING CHANNEL SHIU NOT BE ALLOWED.
NO BENDS OR CURVES N THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PEWADID.
IAMN/JDNIA;E
ASPECT RIP -RIP A9 W AT REaW NkRWS AS FELL AS
AFTER AlIIW AA K AW 9ff ATARS• PAf19/LY. 6YW
SORNL AI7DWIKN ID TAF P WT WWWSBF CaM2NM7M S79BIF
9 RIP -RAP APRON AN/& f" a9MWGf PFE SWDV LAW THE AMW
C-9 NO LOW RW
NOT TO SCALE AIGAGM09KSCAiDWY .sue A� N F&LMS
AWE /1fPAN3• AIMEMIRY.
Lip -Rap Apron #1
DIMENSIONS
ENTRY WU rH
3.8
FT
LENGTH
7.5
FT
D(LT WIDTH
8.8
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
L_ w+T
B S
Rip -Rap Apron #2
DIMENSIONS
ENTRY WIDTH
4.0
FT
LENGTH
5.0
FT
EXIT WIDTH
4.0
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
A) OUTLET STRUCTURES SHALL BE UTILIZED UNT WTHOWAW WATER FROM THE SURFACE.
B) FOR BASINS OR TRAPS THAT HAVE A DRAINAGE AREA OF LESS THAN 1.0 ACRE, DRAW -DOWN DESIGNS SPECIFIED N THE WwN
OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE.
C) CHEMICAL TREATMENT:
1) All TREATMENT CHEMICALS MUST BE STORED N LEAK -PROOF COIAIERS THAT ARE KEPT UNDER.
ST M-RESISTANT COVER OR SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJACENT
SURFACE WATERS.
2) ALL TREATMENT CHEMICALS MUST BE USED IN ACCO VNCE WITH DOSING SPECIFICATIONS AND APPUCATION HATES
PROVIDED BY THE MANUFACTURER SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER OUWrY.
3) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QUALITY AND
POSTED ON THEIR "NORTH CAROXNA DIVISION OF WATER OUNM APPROVED PAMS/FLOCCULWS LIST FOUND ON THEIR
WEB SITE AT: hap://PmtaLncdmr.org/Neb/eq/es/su.
4) THE PERMRIfE MUST ROUTE STORNOTER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT CHEMICALS
THROUGH SEDIMENT TRNPIK FILTERING, AND/OR SEITUNG DEVICES(S) TO ENSURE ADEQUATE REMOVAL OF SEDIMENT
FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.
D) DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIRENENTS OF THE SEGMENT POLLUTION CONTROL AO
AND MAZE 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% EATER ZONE NEAREST THE LAND -DISTURBING ACEMTY.
111111111
SKIMMER CONTACT
INFORMATION
J.W. FIRMOTH & SUNS. INC.
P.O. BOX 757
HDSBDRDUW. N: 27278
919-732-124t
919-732-1266 FX
NOTES:
1. REMOVE SEDIMENT
WHEN HALF OF STONE
OUTLET IS COVERED.
2. REPLACE STONE AS
NEEDED TO ENSURE
DEWATERNG.
STEEL FENCE POST
WIRE FENCE .
HARDWARE CLOTH .
FILTER OF h7
WASHED STONE
LTER OF 157
ASHED STONE
3' FILTER FABRIC
ON GROUND
FENCE II
N�TWIRE,
FDDI
BURR' WIRE FENCE AND HWRDWME CLOTH
OF WIRE FENCE AND
X 2'
3' INTO
AN
IN TRENCH
�NME�t
TBCTTOM
FILTER FABRIC BURIED 8'
VERTICALLY AND 4' HORIZONTALLY
IN EXCAVATED TRENCH
D
AA&ZRNWF AIM.,
$
SILT FENCE OUTLET
M U smA`a ffYE IMMOWLY AW9g159'E FAfr a?/a A9'NTrlewxzr
N7FA aw Avow AW7 AT /£AA ALEr ww MOM M ANEAN. AWYAMW AEEW SIM Ar AWARE
C-9
NOT TO SCALE
°1OAN1FCY
E /1E mw INK dF NWF1:4Cm FKVmrAiu ANY EHA7' ITV Nis aOffM aW/GRITTEDL
J: S9M W AMU 9MXR0 RE A UVW NUN AVWZ AIW W NFF W NS&VT IV IMF AM M ANY
STINT 1 LE747 U NWNaIMV N MMFAPWIP 7/E SXr FDMT OOOU AS R90 0 9W 8E a7L1am 10
NYWFAWV 70 7AE LM W G1W RWPW MV SETTER
J�
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A
SEDIMENT CONTROL MEASURE OR BMP.
AiIMIIMM, 2, SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL
"TIT SFO WrAR X IV aRaW
tY
CROSS SECTIONAL vtEw
( l TEMPORARY DIVERSION DITCH
C-9 NOT TO SCALE
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDMONS, IF AVAILABLE
2. RIP THE ENTIRE AREA 70 SIX INCHES DEEP.
3. REMWE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AXRXXILTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOL (SEE SEEDING MIXTURE).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
8. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPALK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANING SEASON, E POSSIBLE. IF STAND
SHOULD BE MORE THAN 60% DAMAGED. RE-ESTABLISH FOLLOYNNG THE ORIGINAL LIME, FWILRER AND SEEDING RATES.
9. CONSULT SkEC ENVRIINMEMAL ENGINEERS ON MAINTENANCE TREATMENT AND FEITRUZATKNN AFTER PERMANENT COVER IS ESTABLISHED.
SEEDING MD(TURE:
AGRICULTURE LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS)
FERTILIZER: 1,000 LUS/ACRE - 10-10-10
SUPERPHOSPHATE- 500 LBS/ACRE - 20% ANALYSIS
MULCH: 2 TONS/ACRE - SMALL GRAIN STRAW
ANCH R ASPHALT EMULSION AT 3DO GAS/ACRE
HE
TEMPORARY SEEDING SPECIFICATIONS/SCHEDULE
March - Od. Bramtop Meet
Nov. - Feb. 1111I Rye
SEEDING SPECIFICATIONS/SCHEDULE
40 16s/acre
120 Ibs/acre
FOR SHOULDERS, SIDE DITCHES, SLOPES (IRA% 3:1)
Date Tvoe PlNIUM Rate
Aug 15 - Nov 1 Tall Fesnre
300 Ibs/acne
Nov 1 - Mar 1 Tall Fescue & Abruza Rye
300 the%ae
Mar 1 - Apr 15 Toll Fesale
3DD Nls/acre
Apr 14 - Jun 30 Hulled Common Bermuda Game
25 Ns/acne
Jul 1 - Aug 15 Toll Fescue k BmWniop Wet
240 l s/acre-Tall Fescue:
or Sorghlsn-Sudan hybrids
35 Ibs/are Bmmtop Wet
30 Ube/acre Sorghum -Sidon "Aide
FOR SHOULDERS, SIDE DLTCBBS, SLOPES (3:1 - 2:1)
Date Tgpe
Planting Rate
Mar 1 - Jul 1 Swim Lespedera (somiried) &
50 Im/ocre (Se ice Lespedem)
use the folbWNng c"notions:
Nor 1 - Apr 15 Add Tall Fes=
240 Ibs/ace
Mar 1 - Jun 3D Or add Julled Common
25 We/aae
Bermuda Grass
Jun 1 - Sep i Tag Fescue & BroWniop Mild
240 16e/acre Tall Fescue
or Sorghum -Sudan Hybrids
35 rw/acne BroerAop Millet
30 as/ocre Sorghum -Sudan hybrids
Sep 1 - Mar 1 Seim Lespedem (Unhu led-
70 Ibs/acre Seri ma Lespedem
Urocara head & Tog Fescue
240 0e/alue Tap Fescue
Nov 1 - Mar I Add knazi Rye
25 ls/are
CONSULT S&EC ENGINEER FOR ADDITIONAL INFORMATION CON(E.I IIIIG OTHER ALTERNATIVES FOR VEGETATION OF DENUDED
AFM THE ABOVE VEGETATION RATES ARE THOSE THAT DO WELL UNDER LOCAL CONDITIONS: ODOR SEEDING RATE
ODMIAUTXINS ARE PEE.
-
r'• TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DMRM PEITMANENT VEWATION. DO NOT ALLOW
TEMPORARY COVER 70 GROW MORE THAN 12' IN HEIGHT BEFORE MOWING; OTHERWISE. FESCUE MAY BE SANDED OUT.
Sediment Basin
SURFACE AREA REQUIRED
1,170
SF
SURFACE AREA PROVIDED
1,200
SF
VOLUME REQUIRED
1,800
CF
VOLUME PROVIDED
1,872
CIF
STORAGE DEPTH
2.0
FT
STORAGE ELEVATION
5O X 24
FT
27.00
TOP OF DAM
58 X 32
FT
29.00
EMGY. SPILLWAY LENGTH
10
FT
27.50
BOTTOM OF BASIN
42 X 16
FT
25.00
3.
DRY SNAIL BE BECONSTRUCIED WHEN DAMAGED BY EQUIPMENT tXi COVERED BY
aWxA�•���,
ANAFAO. aWew/ELr AEAOF 4.
STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH D�,
.9AIEMf,TOW VEftOFAAFA MD
A»Nl AE AifRSgl! AEPMP
AND/OR EROSION CONTROL NETTING
STRUCTURE
WATER ENTRY UHT ar'nLnnr
PEItSPEC1AlE NEW
CROSS-SECTION NEW I' FREEBOARD
NOTES:
EMBANKMENT T. REFER TO NCESCPDM
SCHEDULE 40
PVC END CAP PVC ELBOW VPIPE
PVC PIPE
.... .. WATER SURFACE ..�.. �<
SKIMMER SIZE
ORIFlCER
ORIFlMNCER
RADIUS
DIAMFIER
1.5 IN
05 N
0.9 IN
ES A 1111
SECTION_}6.61 FOR
SIRUHCELOW 7 BE TION OF
EIERGENCY SPILLWAY T ADDITOSPECIFICATIONS
DESIGN
PRIMARY SPILLWAY
(RISER}x. EMERGED BANS SEDIMENT
- SPILLWAY
BASH
pRNNAVE
AREA
ACRES
DENUDED
ARF�
AC
Oro
RISER
EL
N
LUM
CLEAN UT
DEPTH 0(fT.)
H 2
H
(FEET)
Z
(FEET)
L
(FEET)
T
(FEET)
V�,
(FBI
CONC,R�fE
ANC
CU
IC
CUBIC FT.
S
SO
BASK
1.0
1.0
3.6
4•J4'
15'
1800
I872
i170
1200
1.0
20
AO
10
LS
5.0
R£f£R TO
BMP PLAN
IG ISKIMMER
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
mlowderStriangle,Bitedesign com
NC LICENSE /P-0619
SEAL:
O
o4M�Y� •Ol j.
O ' FESSIf06%.
SEAL
: 24434 e :
5.14-12 ,
i
ii
""Algol a
OWNER/DEVELOPER:
GLNINDON FOREST EQUITY, LLC
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459-2601
919-459-2604 fr
[e-mail]
REVISIONS:
END
FRONT '
SKIMMERS SHALL BE
.W
FAIRCLOTH SKIMMERS
REFER
SCHEDULE 40
SIOWEERR SIZE
BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
COUPLING CONNECTION
REQUIREMENTS
IW STAPLES OR BY TRENCHING ASFORSILT
1. �, GRUB,
2.
MOST OF THE SEDIMENT WILL AEC ISS'T• BAY,
AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND RDdr MAT. REMOVE AL SURFACE SOIL
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
CONTAINING HIGH AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL ONIECTDNABI.E IA79M
STANDARD
SIOMMER DETAIL
3.
PROVIDE 3 BAFFLES (USE TWO E LESS THAN 20 FEET N LENGTH). PROVIDE
TO THE DESIGNATED DISPOSAL AREA
SUPPORT POST
5 BAFFLES FOR DRNNAGE MEALS GREATER THAN 10 ACRES.
700
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROM WOODY VEGETATION, ORGANIC MATTER, AND OTHER
ROPE
TOxff5.
NO QU
4.
BAFFLE SHALL BE G/M2 WR EROSION BLANKET.
TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS
OBJECTIONABLE MATERIAL_ PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL. THE
LAYOUT COORD: MEL
LIME MINIIZZAIM117 SWGI NG
WIBE
6.
NSPECT BMfHES FOR fEPAIR ONCE A WEEK AND ALTER EAL'I RNNFALL
EMBANKMENT 6 tNDRES TO ALLOW FOR SEIR.EMENT.
AV.SPEL7 84fFLE3' AT [FAST 91T A MNDY AAD Af7ER (
FABRIC
3. CONSTRUCT THE OUTLET SECTION N THE EMBANKMENT. PROTECT THE CONNECTION BETWEEN THE RIP -RAP AND THE SOIL FROM
FLAN IN TRENCH
Rip -Rap Apron #3
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FT
EXIT WROTH
8.8
FT
MIN. THICKNESS
22
IN
MDT STONE DIAMETER
6
IN
STONE CLASS
B
MMMMO mom MOM w=■KHWEEn..m ii 'r. r -ii h 1 a 1 «•1\ 4 1 1 1W."k kill
/ ♦ s / ��_��/��������fi�����fi fig i
�tili��li�����H�li����� .,, � a 'i r 1' i 1 , 1- 1 a a 1 `I:a. 1 it 1 L „1 • I
/../ / r/
/ / 'IC /•' •, / 'T
��fa�C♦faA���f♦��ti �� 'I II'il -il
■1 1
_ _ _
1 •afi `1 1 .i lie• , i r 1 •/`
r •1 1 :i 1 i J r Y'i0. 1 / it � r 1
i'
'ii / 7/ y IJ'/` :7
/ ../ /. /: / /: r / "� /'
'J :/ / iL r ' i V /
/ " r / • / a rr
r A.:/ r J' JhJJ/ - / `r J/
'� 71 1 SIB 1 1• " ` Nlyu li. lu �I
Y,[tl �A , NI Ia
uf[�
.+• rc + / 'J 'Jr / -i •.r / , h r' r'. r � a 'r ;..ac,. J
.J/ J/':J / i /i :.. •: / /.',.K /; '7 ../♦ 71. h / / 7r /
` ,J• /.• :.. hJ / ,;• /. ,/ , r: T
a l�s-�
� �
- .: _
� -- :a 6
i ', 1 1'' 1 1 i': ,. 1 7 :1 1 1 A 7 '.) •,
N - s. 1 1 :1 1. '1 - v r 1 J + 1' a i 1 1
1' Y 1 i' 1 7 7a' 1 1 1 ` l a. 1 I
r •m 1 s 1 1 r• rir I 1 1 1,1 ` l r :
i' n' IY it 1 Lr 1 -'ra' r 1 ,.,. , ;. . .,,• ri.� , r
• ,,ii N• L L ' t i
, •
' � '
--- --- - - - --- 9. DISCHARGE INLET WATER INTO THE BASIN N A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DNERSDNS WITH
PROPMr sgwwx@Z; RSw%aw ACT. DOW RMW AE 8VW F 7AFYAA/E DWW.. RE-/MYW TEE 9 FTZES F M110? 6 ROW LIKE19311I OR AAg M 77EM OUTLET PROTECTION TO DIVERT SEDNENF-LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRM EFFlgENCY. DETAILS
-. .... 947DWS AV VAKSTA9E SFUIIOWT Q7V= 10. ENSURE THAT THE STONE SPILLWAY OUTLET SECTION EXTENDS DOWNSTREAM PAST THE TOE OF THE EMBANKMENT UNTIL STABLE
TANS 11E MEAL 70 EM4RAE AAO STAaT/ff /r. F TIE SJYAAl7P 5 amcm M►N IRA91 MID 71EIBE 6 NN7DP N TIE D4%K C6NAMttY.EIW(AIC 9v 7/E AT7PE WWL AWtE' 71E SF7INER AqB LHP AAo LAxMW AA0 INLET ZONE 1sE Cell CAR OUTLET ZONE CONDITIONS ARE REACHED AND OUT ET VELOCITY IS AICCEPTABLE FOR THE RECEIVING STEIW KEEP THE EDGES OF THE STONE
Rip -Rap Apron #4
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
7.5
FT
EXIT WIDTH
8.8
FT
MIN. THICKNESS
22
IN
MIN. STONE DIAMETER
6
IN
STONECLASS
B
5% of area
95 ww TEE MOM AND &Yfa £ ROW F OAS• a%N AW MOW FOAL ME 9'MLMFR OR TO AE 3X'E OF AF 9M.gN AW R9.0E' 7IE AWS MSb 3355�� oT s2�wlaHro aasin cu25�of �n basin 1
CURET SECTION FLUSH WITH THE SURROUNDING GROUND. AND SHAPE THE CENTER TO CONFINE THE OUTFLOW STREAM.
SHEET NUMBER:
aELW TIE 9PflT AWE )W M"WR M .SEE F fr 6 a0XQ,,• F 50 READ£ DE LE9P/S basin amface area
11.
DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS LOCATE BYPASS OUTLETS SO THAT FLOW WILL NOT DAMAGE THE
F 71E SOOER AAW OR AW EZ APE AS aCaID, 7/E L GW LE AID010 AW TIE Offffl W aE4%T INN A PL W &3' SVW 94 BY RIWV
12.
EMBANKMENT.
STABILE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE TEE SEDIMENT TWI. MD DOWNSTREAM FROM THE TRAP IMMEDIATELYPLAN
C-9
A MN 107DP. DE SbW AND A ME MW BE W l�/AIMMIG TIE 9M/ER -
AFTER CONSIRUCDON.
13.
SIDE THE DISTANCE FROM MITE TOP OF THE SPILLWAY TO THE SEDIMENT CLEANOUT LEVEL. Q THE DESIGN DEPTH) ON THE PLANS
LYECW' PE FARIC LN£D SPLLWAYTAP DMMW AV AYE£ ANY HUM BETIMES ON Fi W ANT S7 W TIE' FUl AIM 6F 7AE Sr°EUMY. aM ME
AND MARK R IN THE FIELD.
_
1 SKIMMER BASIN 71MSH AAp 11ER QE9B5 fRpN W(AMER Mp Am
14.
NSFALL POROUS TAFFIES AS SPECIFIED IN PRACTICE 6.65, POROUS BIBLES.
COMMENTS:
C-9 NOT TO SCALE
fRMW 1109 P CAN RMT N EF RA MUG' N 71E LIM SOME sYYM PREGURCWIS 9WA'ED aE T9W W N AE WOU 70 PREW AE nw
PLU,Y,i11G WIN ELr
gM. ) , r i :4.r A.G. ' ,,.k,. .. ... •_... ., .11.�riJ 1.I) .}.0 l•i 1. i�1pl ..
' '.,.. ,�. , h -f t r.. G i:iol Ix�,tr t 1. q'ayoi tr i •y, l.riwr.

CONSTRUCTION SEQUENCE
FOR WET DETENLLON POND:
1. INSTAL EROSION CONTROLS.
I OOHSTRI= CAM BASE AND AREAS BELOW THE
NORMAL POOL. CONSTRUCiION TO BE PERFORMED
UNDER THE INSPECTION OF THE GEOTECHNICAL
ENGINEER. SE® UPON COMPLETIM.
3. INSTALL W ILET PIPE, RIP -RAP APRON MID
STONE FILTER RING,
4. CONSTRUCT OUTLET STRUCTURE
5. REMOVE ACCUMULATED SEDIMENT AND
SEED UPON COMPLETION, [-
RIP -RAP APRON
SILT FENCE AS NEEDED
FLARED END
BECKON
:243
15" HOPE WITH WATER 71GHF SEAL
PIPE TO BE BEDDED
PER DIRECTION OF GEOTECHN1CAL
ENGINEER
2
3' THIN
APPROAMATE SIZE
DONATE AND THACRFILL
WiTH COMPACTED
STRUCTURAL FILL AS
DIRECTED BY GEOTECHNICAL
ENGINEER
24'-15' HOPE 0 1.25%
/--FILTER MEDIA (SEE NOTE 2)
w-J I
.NNNaa�:
1. PRIOR 10 NSM ATDN, WNUFACTURER SPECIIGTIONS Of R TER MEDIA 5164,E BE IBM TO DOM 1HIT 06GIMAIM FROM
FILTER MEDIA SHVML MEET OR 000 THE PROVISIONS OF THE CLEAN WATER ACT:
2. tN%K THAT KW PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURIE RATING
3. FILTER MENA MAY K Off NOT LIMITED 10, SAID MEDMI FILTRATION DEiMIES RATED FILTER FINfiIC
BAGS OR POLYMER BASED DDIX ERMG pR6AC110E.'S.
4. PUNIP SWM R SFILI NIX DE IN CONTACT M M BDTROM OF POND:
BYP PYtNIi 1]EYfAIFIIING
T �
4' MIN
EMBANi0eff WIDTH
6' TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND ELEVATION
11
1)pERFIIGS 1It ALUM.
BARS. M CHOR TO RISER
TOP OF E►BAfllOrlENT EiEVAI N=26.0
6' CLAY SOIL
LINER ON MOE
FACE OF
E"KMENT
6' TOPSOIL ABOVE•
fi CLAY LIM
ON LITTORAL SHELF
3
1OFT
�1 EL -
1
4' WN. ASTM C-923 SEAL
KEY BETWEEN BARREL 0 RISER.
RISER BASE TO BE FILED
VW CONC. TO INVERT OF -
BARRF.L
B-M X1'X12' LONG ANGLE (6 TOT. REQUIRED) TO ANCHOR RISER TO
BASE PROVIDE 2-3/4- A3D7 BOLTS FROM ANGLE TO RISER AND
2-A707 "J' HOW 3/4' DNA X 1Y LONG FROM ANGLE TO BASE
ANGLE TO BE FIELD aim WITH ZINC RICH PAINT Am
CCNSiROCTIOM. 'i' HOOKS TO BE PLACED UNDER LOWER REINFORCING
STEEL
L LOW POW /
4
1 fin WAR SrtTRM R FVA7M='J7 as
TOP OF RISER WEIR S EAT0447.3
1- -- rd-M TO DETAIL 10 FM STORM F1 EVATK
FOR INCREMENTAL
WEIR
1 YEAR STORM TGN
i-- 4'x4' PRECAST
CONCRETE RISER
(INSTAL. STEPS FREEBOARD = 3.0 LF
AS NECfSS#R1f)
77 1 M
:SEASONAL HIGH WATER TABLE 25.0t
z NOTE: PUMPS SHALL BE USED TO DRAIN
THE POND WHEN NECESSARiI. REFER TO DETAIL
II r THIS SHEET FOR DEWATERING REQUIREMENT&
` CONCRETE SHALL BE
PLACED IN RISER AFTER
ANGLES ARE SECURED
TO BASE AND RISER.
VWX15 CONIC. BASE REINFORCE WITH f 4 BARS AT 12' O.C. TOP AND
BOTTOM OF EACH MECTXDN PROVIDE 3' MIN. CLEARANCE BETWEEN
EDGE OF CONIC. AND STEEL. REINFORCING.
PROFILE OF WET POND DETENTION SYSTETJ
SCALE: N.Ta
SEEDBED PREPARATION
•:' `-
1.
CHIS 1. COMM AREAS AND MEAD TOPSOIL Tt4IfE INCHES VEEP OVER AINER5E SOL Odnflld115. IF AVANABLE
\ � • - s
2.
RIP THE tTN1IiE AREA 1D SIX NICHES hkiP.
' \ •!
-
3.
REMO4E All LOOM fDCI(, Raps AND OBNER OBSRUCM, LfA 96 SURFACE WASONA Y SMOOTH AND UNIFORM,
TRACT Ei T I %•7 �'
• -
4.
APPLY )NI ITURAL LME, FEIRII IXIR ADD MWHOSPHATE UNIFORMLY` AND TOIL WITH SOIL (SEE SEEDMG MD U RE).
5664- 68-83���` `
- _• �•••
• �t -,'
5.
CONBNUE TUAIE UNTIL A TIELL PULtIFRf�. FILM RfASpVABLY IiN�tlRM Sf D 5PREPARED FOUR iD 59{ TIC S DERPIN.•
6
S® ON A FRESHLY PREPARED SOMED AND WWR SEED LORLY NINTH SUOING LiIUIPlIENT OR CULTIPACK AFIERSETZING
o. 51 AC./
7.
MULCH MMED MY METER S£EOMNG AM ANCHOR MULCK
\
It
NOW ALL 5®® AREAS NO MAKE NBCrSSl4Rt' R3W OR RE-SEEIM WW ME PIANIIAG SEASK TF MSSMM IT
STAND SHotl.D BE MOK IM Lox OAMAGED, RE -ES MIST MLLOWlMG THE OFC6W LIE. FERHIM AND SEEDW RATES
Ar
/
�i
9
CONSfILT SM SAL ENGINEERS ON MAIRBNMICE TREKIWENT AN HEICIMTION AFTER PERMANENT CODER S
� \
ENAMBIHIED.
UNDSCAPING N TES:
�' 1.349 AC.
t
ALL LANDS<'iAPING 9FALL BE IN COMPLIANCE MATH THE =EAR DMM REiOtIREaEN15.
(bti
2. tAMWOE CONfRACION STALL PROWRIE A TIMD-YEAR WI FIRANIY FOR SW RANIM r
a AT 1HE END OF THE FIRST YEAR AND AT THE END OF THE 1010-YEAR 1MM9tANIY PERIOD, ALL PLANTS THAT DO Wf SAW j
MUST DE RMACEIL 1
4. ESTA8U9f11ENT PROCMIRE5, SUCH AS CONFROL OF I OSNE WEEDS ANAK AND WMAL OAMAGE MHIC W RE-MAlM, i
MMOERMG, AND MESH OR TUBE PROfBM REFU MM, SHAH BE ORE1rEINRED TO THE iJ MD NEED TO ENSURE PLANT `
SURVIVAL SIAIM MST BE REMMIED AFTER ESTAFA.MFMENT (APPROHLI IMY 12 MONTHS), TO PREVENT GAOLING
(SHRANGLWi OF ALL MOOIX FLAMES•
5. GIIASS OR WI. OWER S:ED MUST BE APPLIED AT THE RATES SWIED BY THE SUPPLTERS. IF PLANT ESD1131lSMENT
CANNOT BE AICINEWfD WON SEEDING BY THE TIME OF SIBSTANFIL COMPLETION OF THE STORH1MM FACILN PORTION OF THE
FWW, TEEN THE OONTRACTOR SAL RANT THE AREA MIN KOF10M SOD. PIIlGS, COHNS KAKIIS. OR OTHER BEANS 9
TO OM R.EIE THE SPECIFED PIANFNG AND P104E1.1 AGAMST UZON BUM OM S ALLOAIED 70 ENTER TiC STORWOM J
OF FAMITY.
6 ALL NAIFIRMLS SAL HE ACQUIRED FRIiOM AN APPROVED MWR PLANT VENDOR. PLANT MWEIBAL SHIIMD BE PAR VM I
FROM A LOCAL SOURCE 70 ENSBIE SUFWABIILY. LOCAL VENDORS FOR US SITE MCLUDL
- CIU. K NA1K PUNT NUR5E1tf 919-M-5566
- Qw" WILD NURSERi' 910-259-mi '
- NC FYDREST SERVICE 919-731-7968
- PLANT DF13M NURSERY 919-772-4794
- TANHM NAIVE TREES 919-553-5927
LANDSCAPING NOTES:
1. CONTRACTOR SILL COMIP Y 1WiIH ALL AWP1hCABNE CODES AND ORDINAHICFS 10ARDIIG LANkSCAPIK I
2. IT iS THE R¢PONSBILRY OF THE CONTRACTOR TO ESTABILSH A H ATW STAND OF GRASS ON ALL SEEDED ARE4
3 CONRRACTOR SILL PROVIDE NAIURAL TOPSOIL HEAT IS FERMI; FILE. WITHOUT MOM OF SUSSDL MATERLALS, AM I
OUTAIED FROM A WELL MO. ATV1IW SAE. fr SHALL NOT COKENiN SUBSTANCES WHICH MAY BE HAFOM TO PLANT
N,'gOIRH. TOPSOIL SILL BE SCIM n AND FREE FROM ". LUMPS, STOWSROOTS, RMS, OR S11" SUBSTANCES f OR \ J
MORE IN MR10% DEWS. OR OMER OBJECTS WNI II WIT iE A HINDMVICE TO PLANING OPERATIONS. TOPSOIL SHALL
CONTAIf AT LEAST 4-NO ORGANIC MATTER W WEIGHT M WE A PH RANGE OF 5.5 M 7.0.
4. CONTRACTOR SHALL BE ROPWISII.E FOR THE WATERING AND THE MAINTDWCE OF AIL LANDSCAPED AREAS UNTIL THE WER OF; /
6THIRTY (30) DAYS FMW MG 111E FIANRING OF Tt1E GRASS ADO %RTHAT iIDL OBS. OR (b) W WE IAR N;f n& OPENS
m SiNESS TO THE PIIBUC. Cp1OBALTON SHALL ALSO ENE FESPOHS IM FOR THE SUROW OF 7HE BMP PLAN M
MUMS DURING 71E TWD•-YEAR nVIR WIY PERIOD AND SIALL REPLACE Al RANTS "NIT W ON SURVAIE AT THE EEO OF y7
THE FIRST YEAR AND AT THE END OF TEE SECOND YEAR OF THE WAiR MW PERIM \ �•y� 10
5. CONTRACTOR TO VERIFY rAVY M95 POOR TD COMMENCING NG WORK. + Ddy �/►�
6. ANY DISIUM AREAS NUT SR2EDULED FOR wM1UMPE, PLANTINGS, OR TRIM SHALL BE SEEDED UIfN. REFER 70 SrIE PLAN
FOR LOCATION OF AREAS TO BE SOM
7. NO PLANT SUBSWUFIONS ARE PERAITIED VIIHOUT WTITTEii APPR M3. OF THE OWNERS RTFRESENFAIIVE.
IM FOR WO PtAN W ARFIS, X MDYE ALL Pv1YE Mff WAVEL SUB-NLSE AV OONSIRUCifON DEBfrIS; RWVE COAMEED S7[ SO
ADD ' NEW WSOII, OR TILL AND MOO 1111E TOP 111• OF OWN SOIL TO LEER TORSOILMAHM MIX SrXIDAIiaS FORTRM
9. ADJUST MU PRANIIEG tOfAT" TO AMID UIOER6RONAD UMINE4E5. PLANT 15' FTDM ALL UHOER6RDFIO LRIIIES {SEWER AND
STORM DWV%W- GAS, WATER P3iO11E, AND EECTRIC& UIES.) / % V
/ I
I
1 STORMWATER MANAGEMENT SYSTEM DETAILS /
C-10 NOT TO SCAM
TOP OF ETELEV.= &
IEY =2B.D
PIN.• 5664-77-1927
9X 0'3 T/)TA/ Al"DC•C
BMTOM OF POND (TOP OF SEDIMENT STORJT 11
I --1 I ICW
6' CLAY SOIL
LINER
4I1 � ��,n:d, •1C�..rdfl. ..h:Ma..�aJ. .�qa
2
1�
�" T'OFT CfJLRfT1i
FLUME INLET
\ 1C. \ \
FOREBAY
'� • \ \ \ ` \ SCIENTiFIC NAME
• ° o'.\\ OUTLET CONTROL
SWWFURE
o 0°a°o
a°a a a°o°o°o
000°000000°°°0n0na0•--• �r\ \ \ `�
o°o°0°0°0°o °o°o \ \
a a 0 0 0 0 0 0
00000 000.0a 00000
o°oNSa °o °0000 f \ \ \
�a�°o°Coo°po \ \ \
6' TOPSOIL FOR A
AREAS ABOVE TT
NORMAL POND ELEVATN
3c1
3' GRASS FOREBAY
WEIR AT 24.0
FOREBAY TOP = 25.5
WIDTH AT TOP = 1FT
WX- PUNS SHALL BE USED TO DRAM
THE
- 3 i THIS SHFETFO'R DORTEI REQU1REMElfT�S. SAIL
FORM" BOTTOM
ELEV=21.0
BOTTOM OF SEDIMENT STORAGE
ELEVI 20.0
1' PVC TEE
JOINT
6 TOPSOIL FOR ALL
AREAS ABOVE THE
NORMAL POND ELEVATION
POND
(+L POOL)
1
10
SCALE: N.T.S.
COMMON NAME QUtN'my NURSERY CONTAINER TYPE SPACING PLANTING SEASON
Joncw efifusus
Soft Rush
102
PEAT PDT
6. O.C.
SPRING
Iris virginico var 4wevei
Sau ham We Flog Ws
102
PEAT PDT
12' O.G
SPRING
Eleocharis quadmnqulato
Square -Stem Sourish
102
PEAT PDT
6' O.C.
SPRING/SUMMER
Sootoria MLM Wild
Duck Potato
Tfil
PEAT POT
12' O.C.
SPRING
Erl &mum p Mreum
Joe -Pr Weed
102
PEAT POT
6' O.C.
SPRING/SUMMER
TOP OF EM AN10ffNT
E LEV.=28.0
X
� ids
r
`
Nw% Co viino slam wder rulas reg" mead ke acbm by Ow mWAAng agency of wet
•eep,dii,
dopr4 n ponds as a mirjrnUM More frequad 0 by ths lad ormrer or pad
operder are *on* encaraged to mme the proper opembon of a vet dekoalion prod.
North Camilm Depa ped d EW. mmm erd Ndurd Resoices don requAa mere fmquad
- --- - - _ -
InspecOmM No $ Cudm Depodmad of Er"rom i ad NoWd Resources codes aholN
be censnnNsd
Rser to the Operation and lWm%mmce that Ara been receded for UJB develop ned for
oditW m*kwmks mp& This vA ds%olon system.
OUTLET CONTROL PIPE
A. Rai. bm t
`
REFER TO GRADING PLAN
1. inspect the bosbr afber every runoff-tsoduing raiaTat areal.
2. ftnovs debris from the trash rock inset 94M and wUet impes,
-�
3. Check and dear the atfioe of any ob*u:Uom
`
B. Ma v Ind
ER G
1. Inspect the bask waft
STORST4RMIKATER p�
11
2. Remove debris from the trveh rock, Wet pipes and ou t pipes.
3. Check and door the anew of say cbahnucYWm
4. Check the pond aide slopes; semWve hash and repair eased arooe before Um
neat rotrrfal mead.
5. Cleck the vegeio m and rock ohm far w OMA wcgsrrrHCRom, wo" and
proper opKuft of fM %a speck mxxlWnian ad repair as mcem.
C. rlr,arteni,, isepaciton
1. taped ft collection qdm Cm c" book ppes and gm wooles) for
LTFIORAL SHELF (2.04OSFi
pram* wcumt Deed bask from bash wtes and bom botbomre.
REFER TO CHART FOR
Gmdr piping for ownw ttae.
2. Check Pond kJd pips is urdeaalb5ng, replace rip rddq» and repair Maher
PLANTING REQUIREMENTS
liteaeed
4kaesed swak% kkcbxkq the veysMW #Aber if applicable, swim a you
anm-mry_ Repair a oded areas b-&*.
D Sek mm& Inspection
1. PA love omwm taxed sedmed frorrr the bedlam of the mAMt sbuebse or
am seas where Gomm "od scd owd is robed.
2. C mok Nm Pad depth at various P*b in Use pond. ff the &A is reduced
GRASS ame to 75X of the original dedp depth, snOMA Is to be removedlea to at s the
PON LG£ �' REFER TO GRADING PLAN vdah or m edm*W � to ve* Mq are m awkeg
AREAS WITHIN THE POND ABOVE
THE NORMAL POOL ELEVATION OTHER
THAN THE LITTORAL SHELF
"MG UREA SHWA. BE SODDED
foe embankment Wilon nobe of cry wet areas share water may be
see* through Me mat Cork: the ban Engkmabrg Dgwh eM I seepage is
Raw" daprl" sedknert sang vcg b*W filher ship and womie lend
IPreadey esped* from ft upshmn edge, % namom Growl centaurs and
1Lre nn g Blows sv * In a ft shW o ft ally * level Weada• Repair
concrete Revd spreader as necessary and reseed and ft-fade Uw filter ship to
makdokn a dense growth of vegel*m
E Gmad Irapedim
1. Mow 1h a side slopes, not InckrdWg own* sulmeged shelf,
occarduugg to ft mom Mo&n m gross keight is to be Ben.
2. Cattois and Wwr kvdigeroke weUmd Plinth are aveoruaged abrg Alm
pekm sec. hnmw, Ley mast be removed velum 0my Cover the &-mm awfaee
am at uur Peed.
z No goody voldol on shill be slowed to grad an the embadmart wfum*
4 DkDis steal fmm bW&V the buses and outlet *uebmes and
fuomv areas of poWM dogging.
& Periodic -a
,j�"-_j5' & The mirke is silrmd to *a the pond I draw doom s
not mmmvfsred In that timR the vkm mess be dogged. The waste of the
ciogrjng must he ford and AWrMkraksd.
7. All wMareab of the datm" Nand system moA be kept in good mWq
ader.
e�ermmt
Paterntid
R rarreaiate ftNoWn
The erdka r
Traeh/dabris p,
I$vrgre tie hewn/a.6rie
The PavineW of ft WO baser
dkdm
of We dal and/or
ermive gauss I" farmed
I"
Re¢ado 1ha ad I naxasary to
remove ft 9dfy, and #a pled
a groMnd Cover and WOW MR R
is setabMlred Provide Imre and
ne-bm
a olWt&w
e or
a
or
male
The *9 is dogget
ww" Vie VIPL Dispose 01 to
901111mot off-Slm
The *s is cracked or
the pip&
n
swore.
to
to wm & A over and pwMe
erosion maw devices such as
rdrdarced turf nWBbg or *w
to avoid fahre problems wIh
ere"L
a depth greater thou slur a
Search for the oxm of 1he
sedimert and remadf Um
orligind drdw� for
a to
pa deem
mkrmd
smbkmed mend of
lacolim sere R will not cause
to streams or the BLIP.
prow orn such as reduced het
maltsq err riprop I seeded to
more erosion
ere
hand. K peabWe is used, ripe )k
an Ow plaids WBer $an
The vagewo
stew Rhos Pruning is Deeded
Profaseiew practices
la maida m aptimd plant
becift
Pianbs are daeosad or
DrImnim the soteae of the
dykg
s�aeaes.
�
O Ure arm
replace planks- Provide a
arm-tirrre faewm gvoowm bo
evI401sh the ground cover I a
sa teat kr&" R e
week are
hard. ff poemde is ussd, wipe it
an the plards radw than
Tw aWm twoknent eras
a depth jmoW than ft
sedmed and rwro* The
aiglnd design Odium
problem If Pam Ken om the
d-ge depth•
s annort and depose of Nit a
locolim wham A dI rot Cause
is
V. aifeame err the BAP.
of no area. NO growth a` ma 'ter SIX
and co" ft ml
a< aw-
bm*m planks Doom = of
Oren e#ln paticde (do no
itm basin asfacc
TIw "b*2"d
shrubs we
an the embanlone0 �°w
act,Ry is present
and coma a prolesdo d to
remove beavers.
A tee has to 9
the embantame t on
to mow ttm trams
An wmW innepectbn by an
Make aI needed repels
slaws
�rbarim m nee8s
N
e9 hasDisom
of Ue :ednrert off- Ale.
The wlkt dM ke is damoged
Nepw deviw or
no mcd+ng wde
Erosion or otter We of
damnop teve occurred at the
taovkactto local NC 011 inof
wow Quaft boondMt a 9 9-7
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4006 Barrett Drive
Suite 203
Raleigh, NC 27609
[phone]
m1owderW&4esitedeWgn.com
NC UCNSE #P-0619
sue.:
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OFESSI�,-,, �.
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SEAL
24434 -
5-14-12 =
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OWM/DEVELOPER:
GLANDON FOREST EQUPIrY, LW
3900 Merton Drive
Suite 210
Raleigh, NC 27609
919-459--2601
919--459-2604 fx
[e-mail]
xEvtsIoxs:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: 5/7/12
30B NUMBER: 004038
T1T� STORMWATER
MANAGMENT
DETAILS
SHEET rnnmEtt:
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