SW4160801_APPROVED PLANS_20160816

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

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DEVELOPMENT -'U-'ATA
DEVELOPMENT NAME: DOLLAR GENERAL
STREET ADDRESS: _ NO HIGHWAY 87 & SOUTHERN HIGH SCHOOL ROAD
BURLINGTON, NORTH CAROLINA
ALAMANCE COUNTY
PROPERTY IDENTIFICATION # (PIN): 8882318150
PARCEL ID: 142891
ZONING DISTRICT(S): NONE - COUNTY
WCA STONEY CREEK WATERSHED
TOTAL SITE ACRES: 64,940 SF (1.49 AC) (PROPOSED DG PARCEL AFTER PROPERTY SUBDIVISION)
INSIDE TOWN LIMITS:
EXISTING USE,
PROPOSED BUILDING USE:
PROPOSED TOTAL BUILDING AREA:
MAX. BUILDING HEIGHT:
MIN LOT AREA:
FRONT SETBACK:
STREET SETBACK:
REAR SETBACK
SIDE SLIBACK.
OFF-STREET PARKING:
TOTAL REQUIRED.
TOTAL PROVIDED:
ACCESSIBLE SPACES PROVIDED:
PARKING SPACE DIMENSIONS:
LOADING AREA:
NO
RESIDENTIAL
RETAIL SALES
9,010 SF (7,220 SF SALES FLOOR AREA)
N/A
0.69 ACRES
40' (NC HWY 87)
25' (SOUTHERN HIGH SCHOOL ROAD)
20'
to
N/A
36
2
9'x18' MIN
1 PROVIDED
IMPERVIOUS AREA SUMMARY: (BASED ON 64940 SF SITE AREA)
EXISTING BUILDING: 2,970 SF
EXISTING PAVEMENT: 1,700 SF
TOTAL EXISTING IMPERVIOUS AREA: 4,670 SF 0.11 AC 7.4% OF SITE
PROPOSED
BUILDING:
9,010
SF
0.21 AC
14.2%
OF SITE
PROPOSED
SIDEWALK:
1,885
SF
0.04 AC
2.9%
OF SITE
PROPOSED
PAVEMENT
25.896
SF
0.59 AC
39.9%
OF SITE
PROPOSED
IMPERVIOUS AREA:
36,791
SF
0.84 AC
57.0%
OF SITE
OPEN SPACE:
28,149
SF
0.65 AC
43.0%
OF SITE
NET INCREASE IN IMPERVIOUS AREA - 32,121 SF (0.73 AC)
t p 9 D �� y✓ l" C ' �� r "T ' ���
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Dollar General Store fl`759it
____ NC Highway 87 &Southern High School
Burlington, North Carolina
Alamance County
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TENANT & nEVELO-r K
Dollar General Corporation
Glandon Forest Equity, LLC
8825 Barrett Drive
Suite 100
Raleigh, NC 27609
[phone]
[phone] FX
gbarnesCvanguardpg.com
ANGUARD V
PROPERTY GROUP
CIVIL ENMNEEDII�
Triangle Site Design, PLLC
4004 Barrett Drive
Know what's below.
Call before you dig.
4 PEACH BUD LN
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6
SITE
BOy �DDD
SOUTHERN
HIGH SCHOOL RD, 4D
x
i>.I t MATr
NOT TO SCALE
INDEX TO S'FIEETS
SHEET DESCRIPTION
C-1
COVER SHEET
C-2
EXISTING CONDITIONS PLAN
C-3
SITE PLAN
C4
GRADING AND DRAINAGE PLAN
C--5
EROSION CONTROL PLAN
C-6
UTILITY PLAN
C-7
CONSTRUCTION DETAILS
C-8
CONSTRUCTION DETAILS
C-
0
EROSION CONTROL DETAILS
C-10
STORM MANAGEMENT DETAILS
C-11
LANDSCAPE PLAN
Suite 101
FORE YOU DIGRaleigh, NC 27609 TO P
:LL
C1 800 632-4949(919) 553-6570 NONETHEL CENIER
IT'S THE LAW
mlowderCtrianglesite design. com
NC LICENSE#P-0619
TRIANGLE
SITE DESIGN
REVISIONS
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Shalt #-�_� Reviision Data 9. I1.7 146
Approved by Alamance County Planning Department
Signature:
Date:
NO. DATE DESCRIPTION
This document, together with the concepts and designs presented
herein, es an instrument of services, is intended only for the
specific purpose and client for which it was prepared. Reuse of
and improper reliance on this document without written
authorization and adaptation by Triangle Site Design, PLLC shall be
without iiobility to Triangle Site Design, PLLC.
SHEET.
DATE.
C-1
SEAL:
JOB NUMBER:
O FESS/p'.•f�
tiyl:v
SEAL
24434/�.(V:
E44�c� p'-
- - -
August 11, 20t6
004116

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DONALD E. BRIGHT
DS 541, PG 139 I
PIN: 8882-21-5450
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HELEN BRIGHT I
DB 241, PG 15
PIN: 8882 30 3998
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1/2" BENT \
CAUTIONARY NOTE UTILITY STATEMENT - �I
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD II
THIS DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES
INFORMATION GATHERED DURING THE FIELD SURVEY PORTION OF THIS NO GUARANTEES THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH
PROJECT. AS SUCH, THIS INFORMATION IS SPECULATIVE IN NATURE UTILITIES IN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE CATCH BASINI
ONLY AND SHOULD NOT BE CONSTRUED AS FACT. THERE MAY ALSO SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND R/M(FLOW): 598.28' \
BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH NO ABOVE UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH THE 1NKINI 594.73'
GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS INV.OUT(N): 594.63'
UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT
PRIOR TO THE START OF ANY AND ALL CONSTRUCTION. PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
I
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I m
\ I
s
I I\ \ I I
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SS MANHOLE
WM... 598.25'
I INYN(S): 590.25'
IN✓. YT(N): 590.05'
S \
CATCH BASIN
RIM(FLO)II): 598.22'
\ II
i
LISA I--SlilLL, ET AL
DR 3494, PG-M _ \\\ \ \\ \\ \\ \\ \\ `� / III
PIN: 8682-31-8385 _
\��V \\ \\\ \ \\ 1/2"\ ON PIP
V \oo \ vn
S8T1'9"E ABO4958o1VRUND \ \
\
273.77
\ \ \ m III
CONTROL CORNI le9 a \
\
/ 821,255.81 , \ O
AZ9
E.• 1, 883, 595.34
I' IRON PIPE FLUSH
RELOCATE EXISTING
J'IB\ \ \ LIMITS OF- \ \ IGN \
\ \ \ DISTURBANCE
\ �� —
\ \\ \\ \ I COORDINATE WITH \\
\ \ \ \ \ \ \ \ ( UTILITY COMPANY TO \
\ PROPOSED PROPERLY LINE _ \ \ \ \ RELOCATE EXISTING \
`UTILITY POLE
PROPOSED PARCEL \ \ \ \ \ \ \ \
LIMITS OF \ \ REMOVE EXISTING
103,491 SF (2.376AC) DISTURBANCE o ^ \ — \ \ \ \ CUR8 AND GUTTER \
919
/ N \ \I \\
REMOVE EXISTING
SHELTER
_ 1 PROPOSE OPARCEL
i r 1.49<
It
LIMITS OF
DISTURBANCE \ \
CP
REMOVE EXISTING \ \ \ \ \ \ \ \ \ \ \
/ HOUSE \ \ \ \ \ \ \ \
COORDINATE WITH COUNTY /Ir
HEALTH DEPARTMENT TO / j �/ /� •• �� V A \ \ \ a� o AO
`� ABANDON EXISTING WELL - /ij/i A \ A A \ \ V A V ,c56
HOUs�k-�WI Li `v
q09-I�\L/
5p9 T I
REMOVE EXISTING \ \ \\ \\ / / OU OU
DRIVEWAY _ �jT A \ ) D ®� �— U��
CATCH BASIN
RIM(FLOW):
608.27'
INV.IN(SW):
604.76'
INVIN(SE).•
605.89'
I/
INKOUT(N).
604.68'
\�I
DRAINAGE MH
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO
DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE
PLANS AND AS DIRECTED BY THE OWNER.
3, IT WILL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES
REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES.
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, CONDUITS,
LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN
APPROVED LANDFILL.
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 UTILITY
COMPANY TO COORDINATE REMOVAL 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 LINE OR MAIN, AS REQUIRED, OR AS
OTHERWISE NOTED. ALL SERVICES 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.
10. THE CONTRACTOR SHALL 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,
12, THE CONTRACTOR IS 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.
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE
OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN
AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL
ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE
UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER WITH WORK IN THIS AREA.
18, ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED
HAZARDOUS MATERIAL CONTRACTOR.
19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL
TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY
AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH
FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF
THE SITE,
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
SURVEY PREPARED BY: NEWCOMB LAND SURVEYORS.
STREAM/WETLAND NOTE:
THERE ARE NO EXISTING JURISDICTIONAL STREAMS OR WETLAND FEATURES ON
THE PROPOSED PARCEL.
FLOOD ZONE NOTE:
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE
PER FEMA FLOOD INSURANCE RATE MAP (FIRM) #3710888200J, EFFECTIVE
DATE SEPTEMBER 6, 2006. FEMA FIRM MAPS SUBJECT TO CHANGE
U 8°TC I \ \.� RIM: 609.I1
PIPE END BURIED G� 1 / S \
/ 0 °/
/ / /
15 "RCP lNV : 616.35' / i / ��U / 2B•?U R ' — — — _ _ . \ SS MANHOLE
3 ' ZI9a — RIM.• 609.35'
SS MANHOLE00
— —' — — \ — \ SS MANHOLE / INV.IN(I 601.55
RIM: 617.66' — — — — _� O k _ _ ' — \ AI9 / \ RIM: 609.89' / /� INV.OUI(N): 601.35'
INKIII
INV.IN(W): 611.96' OU'—� OU _ _ _ \sL9 INV.OUT(E).•603.2,9 603.19'
INV.OUI(E): 611.26' _ — — 8° 919 _ \ G
SCHOOL ROAD 57$ 3 DRAINAGE MH
BENT IRON PIPE ® HI_ _ ---� _ 6,a — _ —_— — — — RIM: 610.99'
C7j 1 � � _ — — / i' � � � _ i' � =�� -- — INV.IN(SW): 60L 69'
1.2' ABOVE GROUND SOUTHERN 60r pUBtIC RAW) � �_• , _ - - EDGE OF PAVEMENT j 75 RCP INV.: 609. 18' lNV OUT(NE): 605.99'
E'
- - "yy 641.00 _- - -
- _ _ - S80'10 40
OF PAVEMENj REMOVE EXISTING
EDGE STORM DRAINAGE
IRON ROD—
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CONCRETE MONUMENT FOUND JTO P
551'2758 E, 4.01' FROM IRON ROD & CALL 1 800 632-4949
N.C. ONE -CALL CENTER
3.07' INSIDE R/W IT'S THE LAW
BUD
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Call before you dig.
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RIM: 611.19' \\\
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GRAPHIC SCALE
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DEMOLITION LEGEND
® BUILDINGS TO BE REMOVED
PAVEMENT TO BE REMOVED
UTILITIES TO BE REMOVED
xTREES TO BE REMOVED
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4004 Barrett Drive
Suite 101
Raleigh, NC 27609
[phone]
mlowder®trianglesitedesign. com
NC LICENSE #P-0619
SEAL:
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OWNER/DEVELOPER
GLANDON FOREST EQUITY, LLC
3825 Barrett Drive
Suite 100
Raleigh, NO 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: AUGUST 11, 2016
JOB NUMBER: 004116
TITLE:
EXISTING
CONDITIONS PLAN
SHEET NUMBER:
C-2
COMMENTS

I
1
I
E. BRIGHT
1, PG 139 I
72-21Z7-5450
1
1 �
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2
I
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1/2" B£NT
._ IRON PIPE 1
Downspout
NOTE TO CONTRACTOR:
� I do
/Transition Boot THE NCDEQ STORMWATER MANAGEMENT PERMIT REQUIRES THE DESIGN PROFESSIONAL I
7 S- - SS MANHOLE
MANAGEMENT
TO PERIODICALLY OBSERVE THE CONSTRUCTION OF THE STORMWATER
Wire screen for rodents V I (AIM: 598.75'
® SYSTEM AND TO PREPARE A DESIGNER'S CONSTRUCTION CERTIFICATION FOR I�IN1(IN(S): 590.25'
SUBMITTAL TO NCDEQ PRIOR TO THE CERTIFICATE OF OCCUPANCY BEING ISSUED FOR CATCH BASIN INV. UTO. 590.05'
THE PROJECT. THE C%NACTOR SHALL COORDINATE WITH THE DESIGN CONSULTANT RIM(FLOW). 598.28' 1 S
FOR THE CONSTRUCTION OBSERVATION AND PREPARATION OF THE CONSTRUCTION \
12' Maximum Proposed Grade CERTIFICATION BY CONTACTING: INV.IN(S). 594.73'
III-,�,in;_TilrlwT� INVOUT(N): 594.63' CATCH RA SIN
JI;.- MATT LOWDER, RE- TRIANGLE SITE DESIGN, PLLC
8 919-553-6570
45' Bend 8" on 1.00% Min. Slope mlowder®trionglesitedesign.com RlM(FLOW): 598.22'
Refer to drainage plan✓
for size of storm sewer
NOTE:
1 DOWNSPOUT DETAIL ALL DOWNSPOUTSHALL BES COLLECTHEDULR
N.T.S. 40 PVC OR HOPE
CONTROL CORNER
N: 821,255.81
E: 1, 883, 595.34
1" IRON PIPE FLUSH
PROPOSED PARCEL
103,491 SF (2.376AC)
I II \
� i I
I
( I
AD GRADING NOTE: I \
\ GRADING CONTRACTOR TO GRADE SUB -GRADE \
TO 8" BELOW FINISH FLOOR ELEVATION (FEE). I `p9� 4 \
GRADING CONTRACTOR TO INSTALL 4" COMPACTED e \ \
\ POROUS FILL OVER THE SUB -GRADE PER THE \ X \ CID \
LISA h7--SWTI,ELL, ET AL SITE GEOTECHNICAL REPORT REQUIREMENTS. \ \ \ \ \ \ a \ I I
TOP OF POROUS FILL SHALL BE 4" BELOW
DR 3494, PG�f9 FINISH FLOOR ELEVATION. CATCH BASIN \ \ \ R
PIN: 8882-31-8385 - _ \ X \ RIM=609.3 \ \ \ \ I / Z
LIMITS OF \ \ \ N Q
\ 72'-10"HOPE \\ \\ 1 '2"\ ON PlP \ I q09 \\ \
S87'Ol'49 f \ 79% \ , 'ABOVE \ o \ MATCH EXISTING
_ \\ \\\ �,\,;,, \ \ROUND \ 2 \ III \ CURB &GUTTER
DISTURBANCE \
_ � � \ 1 2.
58,T27',
�v 27J.77'�"' . �.w. .,,�. �� ���.� \ ��,,, \ T NI I
� I
PIN.' 8882-31-8150
198,516 S.F. - 4.56 AC.
(TOTAL INCLUDING R/W) so cLEANouT------ IF
168,429 S.F. - 3.87 A' RIM=615.2
v=s12.o
(NET OF R/W)
CONNECT ROOF DRANTS
TO HDPE HEADER PIPE (TYR)
3
4�
LIMITS OF
- DISTURBANCE '
1
/ 1
BARN /
_ 1 110'-10"HOPE
' ® 0,91%
SD CLEANOUT
RIM=615.2 615.8(TP)
INV=613.0 ,
/ 1
615.6(7) ..
i
61 (TS)
'..
615.5(GR) 615.3(TP)
FFE=616.0
--
\919,
615.9(TS)
616.O(TS)
! i
PROPOSED,PARCEL
_III'
64,938SF (1.4N
N
615.6(TP)
615.5(GR)
616.0(TS) _ 615.8(TS)
\615.3(TP)
615 9(TS)
\
-
615 4(TP) \
- �T-
\
+ 1 / /
\
60' 15"HOPE\ I I
\ ®0 33i
(WATER -TIGHT) \
I I
\ 615.3(TP)
I
\ I III
\ \ II
\ \ 610-RETENTION POND -I -
REFER TO DETAIL SHEET
\\ \ FOR CONSTRUCTION
REQUIREMENTS 'l
\ N'
\
615.4(TP) \ \ g!9 \ \ \
\JIRVLIVRC
\ IINV. 604.0
1111O1
EM
GRADING NOTES:
1. REFER TO THE SITE PLAN FOR RELATED NOTES.
2, ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO
GROUND BREAKING.
4, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAR FOR INSTRUCTION PRIOR TO PROCEEDING.
5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO
EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. THE CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE.
7. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE OMITS, OR OTHER GRADING
REQUIREMENTS.
8, THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT.
REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE
COMPLETED UNDER THIS CONTRACT.
9. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO
NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
1D. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE.
11. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
12. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON
DENUDED AREAS AND ESPECIALLY WHEN THE CONSTRUCTION SEQUENCE REQUIRES IT.
13. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE
TO BE SEEDED WITHIN 30 DAYS.
14. EXISTING GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM SURVEY BY NEWCOMB LAND SURVEYING.
15. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON
THE PLANS.
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 INSTALL SAID
ITEMS.
17. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATION, ELEVATION, AND DIMENSIONS OF EXIT DOORS,
RAMPS, BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
I& ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL, AND ANY OTHER DELETERIOUS
MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
19, ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE TO DETERMINE WHETHER
UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIREABLE MATERIAL SHALL BE REMOVED, BACKFILLED AND COMPACTED AS
REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
20. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED OR DEPICTED,
21. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.ES PERMIT FOR STORM WATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
22, CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
23. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS.
24, ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL CONTRACTOR SHALL APPLY
STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER.
25. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
-f,3
LIMITS OF
DISTURBANCE
RCP
LEGEND: EROSION CONTROL NOTES:
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE REQUIRED
TO..........TOP OF CURB BY NCDEQ PRIOR TO START OF CONSTRUCTION.
o CT..........GUTTER FLOW LINE
SURVEY NOTE:
TP..........TOP OF PAVEMENT
C ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A LAND
TS.......-TOP OF SIDEWALK SURVEY PREPARED BY: NEWCOMB LAND SURVEYORS.
TW__......TOP OF WALLBW.........,BOTTOM of WALLSTREAWETLAND NOTE:t THERE ARE NO EXISTING JURISDICTIONAL STREAMS OR WETLAND FEATURES ON
C�o CB .......... CATCH BA51N THE PROPOSED PARCEL.
GI .... - ...... GRATE INLET
A FES... .... ..FLARED END SECTION FLOOD ZONE NOTE:
SUBJECT PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD ZONE
�L 909 YL.........YARD INLET PER FEMA FLOOD INSURANCE RATE MAP (FIRM) #3710888200J, EFFECTIVE
+ OR ....... -GROUND DATE SEPTEMBER 6, 2006. PEMA FIRM MAPS SUBJECT TO CHANGE
..........FLOW DIRECTION ARROW
1
MATCH EXISTING
I
/
I CURB & GUTTER
16
I-LOg"
/
JUNCTION BOX OVER
�\
EXISTING 18" RCP
I
RNVN0602.5 DRAINAGE NOTES:
0
I
V
INVOUT 601 7 I, A MINIMUM GRADE OF 0.50 % SHALL BE MAINTAINED ON ALL PIPES, UNLESS OTHERWISE NOTED.
J
VERIFY & ELEVATION
/ (FIELD LOCATION
,4J3r0� a,
PRIOR TO CONSTRUCTION) 2. PIPE LENGTHS AND SLOPES INDICATED ON THE PLANS ARE APPROXIMATE ONLY.
O \0
u 3. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION
CATCH BASIN
TO OTHER APPLICABLE CRITERIA:
\
I
RIM(FLOW).- 608.27'
\
gp9 `
(
II INV.IN(SW). 604.76' A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
\
u INV.IN(SE): 605.89'
+� \ \ \ + \ I I I I _ II INV.OUT(N): 604.68' B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
615.3(TP) \ \ \ I` 1 I O np C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT
ORTRAPPING DEMCE, BOTH,DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING
STREAMS OR DFF-SEPROPERTY,
D. MATERIAL USED FOR BACK -FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION
U OU AND PROMOTE STABILIZATION.
D /'�/ c-- DRAINAGE MH E. RESTABALIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL
' g"TC I \� a RIM: 609.1 /' REGULATIONS.
��_ O� I / S \ -I F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
-'\ i / O .0`J9I 4. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE
�•q / �� NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS. REFERENCE THE FOLLOWING STANDARD
'EN BRIGHT / �1� �� /J' " = !9 I DETAILS:
241, PG 15 I / i / �}� CP / - - 55 MANHOLE
/ t 1!� =' _ \Z/9. \ 840.14 - CONCRETE CATCH BASIN 840.03 - FRAME, E OPEN
AND HOOD FOR CATCH BASINS
FF � RIM: 609.35'
�, - _ _ \ r 840.14 - CONCRETE DROP INLET 840.04 -CONCRETE OPEN THROAT CATCH BASIN
882-30-3998 // , y _ _ \ SS MANHOLE INV.IN(W): 601.55' 840J4 - CONCRETE DROP INLET 840.16 - DROP INLET FRAME AND GRATES
SS MANHOLE _ _ - _ -- - /u-' . L \ 1119 RIM.' 609.89' / /p INV.OUT(N): 601.35' 840.31 - CONCRETE JUNCTION BOX 840.36 - TRAFFIC BEARING GRATED DROP INLET
RIM. 617.66' __� OU �� J / \ /,p 840,52 - PRECAST MANHOLE 840.45 - PRECAST DRAINAGE STRUCTURE
INV.INW 611.96, _� ou �[I - - 910 \ INV.Our( 603.29'
O. .,. � � I � I INV.OUT(f): 603.19' / � 838.8D -PRECAST CONCRETE ENDWALL
INV.OUT(£):611.26' y = 9 �� _ \ y
it _ _„..� _ / O \ 1� 5. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE
I , ► _ _ _ _ = = • _ G[g / - �7; -'- \ \ \ /G/ METHOD.
ROAD S78'35'3�W 4_ • •000000
_ - _ i i DRAINAGE MN 6 STORM PIPE SHALL BE AS FOLLOW UNLESS OTHERWISE NOTED:
CHOOL_� _ _ / / J - RIM: 610.99' 1 III TYPE 1: RCP. CLASS III PER ASTM C-76, WITH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
KIGHf _ i _ INV.IN(SW).- 60Z69' �\ _ - - - I TYPE 2: HIGH DENSITY POLYETHYLENE PIPE (HOPE) - AASHTO DESIGNATION M252 TYPE S, M294 TYPE S AND
IRON PIPE ® TJ _ �- �6Aa _ 15"RCP INK: 609.18' INVOUTNE 605.99' �\ \'I MP7-97 TYPE S, SMOOTH INTERIOR/ANNULAR EXTERIOR. ONLY PERMITTED WHEN SPECIFICALLY INDICATED ON
' I j ( ) \ \ ^ DRAINAGE MH
LOVE GROUND SOUTHER (60, PUgLIC R�W� , _ _-'EDGE DF PAVEMENT _ = - FES y „ THE CONSTRUCTION DRAWINGS. PIPE SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURER'S
4D W 64100' _ INV=614.7 `✓ RIM: 611.19'
� _ LIMITS OF � � 11 � � i _ _ INSTALLATION GUIDELINES. PIPE JOINTS AND FITTINGS SHALL BE WATERTIGHT.
�- _ g$D"10 7 616.8(TP) DISTURBANCE 1
_7 p 7. ALL STORM DRAINAGE WITHIN THE PUBLIC ROADS SHALL BE CLASS III REINFORCED CONCRETE PIPE UNLESS
_ ( 111 OTHERWISE NOTED.
v so _ _ _ ENj I INV=615.5 617.8 TP) GRADE TO MAINTAIN
EDGE DF PAVEM 80'-15'RCP POSITIVE DRAINAGE I B. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED
®l,pq, OUT TO REMOVE SILT AND DEBRIS.
I ROD V _ _ _ _ -_- _ 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
Approved by Alamance County Planning Department
Signature:
CONCRETE MONUMENT FOUND
S51'27'58"E, 4.01' FROM IRON ROD &
3.07' INSIDE R/W
Date:
RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING
0 n CONDITIONS OR BETTER.
L,IL--JI ® 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS
O WATERTIGHT,
Q BEFORE YOU DID 11. PRECAST STRUCTURES MAYBE USED AT CONTRACTORS OPTION.
STOP12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6' ABOVE FINISH GRADE. LIDS SHALL BE
CALL 1 800 632-4949
Know. what's@SOW. N.C. ONE -CALL CENTER GRAPHIC SCALE o LABELED "STORM SEWER".
Call before you dig.
o
13, STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY,
14, RIM ELEVATIONS AS NOTED ARE TO THE GUTTER FLOW IINF.
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4004 Barrett Drive
Suite 101
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
04�o CSsi0OL�G
SEAL
24434 (�
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3825 Barrett Drive
Suite 100
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
o��.t-
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-
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Sheet R If -d ReL�Q;ion
Llata.�s��,�j�
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: AUGUST 11, 2016
JOB NUMBER: 004116
TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
C-4
COMMENTS:
1 INCH = 30 FEET

G _.- i .'1... ._.. 1.. - *' ..i is _ - _ .. ,, y yt.•,
BMP element:
Potentialproblem:
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The perimeter of the bio-retention cell
Areas of bare soil and/or
Regrets the soil if necessary to
erosive gullies have formed
remove the gully, and then plant
a ground cover and water until it
is established. Provide lime and
a one-time fertilizer application
Maintain vegetation at a height
of approximately six inches.
The inlet device: pipe, stone verge or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe,
otherwise damaged
Erosion is occurring in the
Regrode the Swale if necessary
Swale,
to smooth it over and provide
erosion control devices such as
reinforced turf matting or riprop
to avoid future problems with
erosion.
Stone verge is clogged or covered
Remove sediment and clogged stone
in sediment
and replace with clean stone.
The pretreatment area
Flow is bypassing pretreatment
Re -grade if necessary to route all
area and/or qullies have formed
flow to the pretreoment area.
Restabilize the area after grading.
Sediment has accumulated to a
Search for the source of the sediment
depth greater than three inches
and remedy the problem if possible.
Remove the sediment and restabilize the
pretreatment area.
Erosion has occured
Provide additional erosion protection
such as reinforced turf matting or
rip -rap if needed to prevent future
erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand.
The bio-retention cell:
Best professional practices
Prune according to best
Vegetation
show that pruning is needed
professional practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a
one-time fertilizer application to
establish the ground cover if o
soil test indicates itwiis necessor .
Tree stakes wires are present six
Remove tree stakes hich can
res w
months after planting-
kill the tree if not removed)
The bio-retention cell:
Mulch is breaking down or has
Spot mulch if there ore only random void
soils and mulch
Floated away.
areas. Replace whole mulch layer if
necessary. Remove the remaining
mulch and replace with triple
shredded hard wood mulch at
a maximum depth of three inches.
Soils and/or mulch are clogged
Determine the extend of the clogging,
with sediment
Remove and replace either just the
lop layers or the entire media as needed.
Dispose of the spoil in an appropriate
off -site location. Use triple shredded
hard wood mulch at a maximum depth of
three inches. Search for the source
of the sediment and remedy the
problem If possible
An annual soil test shows that pH has
Dolomitic lime shall be applied as
dropped or heavy metals have accumulated
recommended per the soil test and
in the soil media
toxic soils shall be removed, disposed
of properly and replaced with new
planting material.
The underdrain system
Clogging has occurred.
Wash out the underdrain system
The drop inlet
Clogging has occured
Clean out the drop inlet. Dispose of the
sediment off -site.
The drop inlet is damaged.
Repair or replace the drop inlet.
The receiving water
Erosion or other signs of
damage have occurred at the
outlet.
Contact the local NO Division of
Water Quality Regional Office, or
the 401 Oversight Unit at
919-733-1786.
BIO-RETENTION SOIL MIXTURE
ITEM
PERCENT BY VOLUME
MATERIAL
SAND
85%-88%
CONSTRUCTION SAND
FINES
8%-12%
SILT
ORGANIC MATTER
3%-5%
COMPOST/PEAT MOSS
PERMEABILITY
H PERMEABILITY FALL BETWEEN I AND 6 INCHES PER HOUR
SHOULD ,
THEINCHES
AND 1-2 INCHES PER HOUR IS PREFERRED.
PHOSPHOROUS INDEX
RANGE BETWEEN 10 AND 30 (CONFIRM WITH SOIL ANALYSIS REPORT
FROM NCDA LAB)
OVERFLOW OUTLET STRUCTURE.
REFER TO CHART & DETAIL FOR STRUCTURE LENGTH VARIES -SEE PLANS
ELEVATIONS & DIMENSIONS
SHAPE OF 810-RETENTION
AREA MAY BE IRREGULAR
OUTLET PIPE .. ., _ _ _ _ . ..
REFER TO GRADING PLAN
OLFANOOT,
CLEANOUT WITH THREADED LID
(AT 100 FEET MAX. HORIZ.
SPACING)
4" SCHEDULE 40 PVC, SDR35, OR SMOOTH
TOP OF EMBANKMENT GRASS SOD CLEANOUT WITH THREADED LID WALL CORRUGATED
APLASTIC
T " PERFERATIONS0 6 ONENTER (4HOLES
REFER TO CHART FOR ELEVATION ENTIRE BIO-RETENTION AREA (AT 100 FEET MAX. HORIZ.
(BERMUDA SOD) SPACING) PER ROW)
PLAN VIEW
SLAB TOP WITH MANHOLE BERMUDA SOD
RING FOR ACCESS
TOP OF EMBANKMENT ELEVATION = 6090
,W •.w as as a i
a+rr,r a W
e aar� �,T`s
10 YEAR STORM ELEVATION = 608,76
FPRECAST pIER�EAYCY
,
2 YEAR STORM ELEVATION = 608.27
1 YEAR STORM ELEVATION = 608B
., OUTLET STRUCTURE
WEIR ELEVATION (WQv) 608.0
WITH STEPS
WEIR
;ri`
I" DESIGN STORM`
�y4
WQ VOLUME (FIRST
FLUSH)" N.,
12" PONDING DEPTH
FILTER BED ELEVATION = 607.0
\
GEOTEXTILE LINING .i
BIO-RETENTION
BETWEEN BID SOIL \
s ��,;- SOIL
MIXTURE
MIXTURE AND RESIDUAL SOILS -
(NON -WOVEN GEOTE.. LE FABRIC
i
WITH MIN. PERMITTNITY RATE OF
75 GAL/MIN/FT2)
4" WASHED SAND
c7li
OUTLET
v\
BOTTOM OF SOIL MIXTURE = 605.0
PIPE
i
DEPTH
VARIES
j �`
! �y
1 k C
FILTER FABRIC AROUND
BOTTOM OF GRAVEL/UNDERDRAIN = 604.0f (VARIES)
`
�. �.,��>
UNDERDRAIN GRAVEL BED (TDP,
t --- -�- -I�
BOTTOM AND SIDES, TYP.)
(NON -WOVEN GEOTEXBLE FABRIC
EXISTING SURFACE ELEVEVATION=608.5
REFER TO GRADING
~
WITH MIN. PERMITTIVITY RATE OF
SEASONAL HIGH WATER TABLE ±82" DEEP (601.7)
PUN FOR INVERT
75 GAL/MIN/FT2)
ELEVATIONS
6"(MIN) UNDERDRAIN GRAVEL
REFER TO GRADING
BED (#57 WASHED
STONE)
PUN FOR OUTLET PIPE
BIO-RETENTION CONTROL STRUCTURE
GRASS SOD NOTE:
A HA EITHER HYBRID BERMUDA RCENTIPEDE THAT HAS BEEN GROWN IN A SOIL
GRASS SODS SHALL BE E B DBE UD GRASS 0
THAT IS FREE OF AN IMPERMEABLE LAYER (SUCH AS CLAY).
BIO-RETENTION SOIL MIXTURE:
Bio-retention Soil Mixture (BSM)_ shall be placed and graded using low ground -contact pressure equipment or by excavators and/or backhoes
o erotin on the round adjacent to the bio-re n i n facility N heavy equipment shall be used within the perimeter of the bio-retention
p g g I to to ac ty o y
facility before, during, r after h f shall be laced in horizontal layers not to exceed 12 inches for th c e e du o ate the placement o the BSM The BSM e e e
9 D P Y
-. e.,. ..-r "-e j"kl shell Le ccmoccteC by saturating the entire area of the hie-retentioe facility after each
lift of BSM is laced until water flows from the under -drain. Water for saturation shall be applied b Spraying or sprinkling. Anappropriate
P e PP Y
sediment control device shall be used to treat any sediment-loden water discharged from the under -drain. If the BSM becomes
contaminated duringthe construction of the facility, he contaminated material shall be removed and replaced with uncontaminated material at
y, t p
no additional cost to the Administration. Final grading of the BSM shall be performed after a 24-hour settling period. Final elevations shall
be within 2 inches of elevations shown on the Contract Plans,
The Bio-retention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other similar objects larger than two inches.
No other materials r n h he bio-retention area that may be harmful to plant growth, or rove a
of a a s o substances s a l be mixed or dumped within t y p g p
hindrance to the planting or maintenance operations.
Prior to placing the under -drain and the BSM he m f h excavation shall be rota -tilled to a minimum depth of 6 inches to alleviate
t belle o the e
P 9 P
an compaction of the facility bottom. An o-tillin must be approved b the Engineer prior to use. An Doubled
e t bo o substitute method for rot
Y P Y 9 PP Y 9 P Y P
water shall be removed from the bottom of the facility and the soil shall be friable before rota -tilling.
Once the BSM has been placed the entire bio-retention area shall be sodded with gross that has been grown in sandy soils or that has the
roots washed clean of an r other materials he function of the bio-retentions stem.
a y clay o of e ate a s that could clog t y
OPERATION AND MAINTENANCE
North Carolina storm water rules require annual inspections by the regulating agency of bio-retention areas as a minimum. More frequent
inspections by the land owner or system operator are strongly encouraged to ensure the proper operation of bio-retention areas.
A. Rainfall Event
1. Inspect the basin after every runoff -producing rainfall event.
B. Monthly Inspection
1. Inspect the basin monthly
Y
2. Check the bio-retention area side slopes; remove trash and repair eroded areas before the next rainfall event.
3. Check the vegetative and rock filters for sediment accumulation, erosion and proper operation of the flow spreader
mechanism and repair as necessary.
4. Visually inspect and repair soil erosion on a monthly basis.
5. Remulch any void area whenever necessary. Replacement of mulch layers may be necessary every two or three years.
mulch should be replaced in the spring. When the mulch layer is replaced, the previous layer should be removed first.
6. Remove and replace all dead and diseased vegetation considered beyond treatment. This should be done twice a year, once
in the spring and once in the fall. Treat all diseased trees and shrubs that are not beyond treatment as needed.
C. Quarterly Inspection
1. Inspect the collection system (i.e. catch basin, pipes and grass swales) for proper functioning. Clear accumulated trash from
basin grates and basin bottoms. Check piping for obstructions.
2. Check pond inlet pipes for undercutting, replace rip -rap and repair broken pipes.
3. Reseed grassed swales, including the vegetated filter if applicable, twice a year as necessary. Repair eroded areas
immediately.
D. Six Month Inspection
1. Remove accumulated sediment from the bottom of the outlet structure or other areas where accumulated sediment is noted.
2. Inspecttheembankment taking note of any wet areas where water may be seeping through the soil.
E. General Inspection
1. Maximum grass height is to be Gin.
2. No woody vegetation shall be allowed to grow in the bio-retention area.
3. Debris shall be removed from blocking the inlet and outlet structures and from areas of potential clogging.
4. Periodic removal of dead vegetation shall be accomplished.
5. All components of the bio-retention system must be kept in good working order.
BIO-RETENTION DETAILS
C-10 N.T.S.
STORMWATER MANAGEMENT NOTES:
NOTES:
1. ALL BIG -RETENTION SHALL HAVE AN ACCESS EASEMENT
1. THE DEVELOPER OR HIS AGENT SHALL CONTACT THE ENGINEER WHEN THE BEST
MANAGEMENT PRACTICES) ARE CONSTRUCTED AND ABOUT TO BECOME
CONNECTING TO A DEDICATED PUBLIC RIGHT OF WAY.
OPERATIO44L SO A FINAL INSPECTION CAN BE PERFORMED TO DETERMINE
COMPLIANCE WITH THE APPROVED PLAN CAN BE PERFORMED.
2 ALL DRAINAGE AREAS TO A 810-RETENTION FACILITY ARE
To BE STABILIZED PRIOR TO INSTALLATION OF SOILS OR
2, PRIOR TO CONSTRUCTION, A SOIL TEST OF THE 910-RETENTION FILTER MEDIA
GRASS SOD.
SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A COPY
SENT TO THE ENGINEER. THE TEST SHALL CONSIST OF BOTH THE STANDARD SOIL
3. WRAP PERFORATED UNDERDRAIN WITH FILTER FABRIC
TEST FOR I PHOSPHORUS, MAGNESIUM, AND POTASSIUM AND ADDITIONAL TESTS
PRIOR TO BARATED INN.
OF ORGANIC MATTER, AND SOLUBLE SALTS. ALL TESTING RESULTS SHALL COME
FROM THE SAME TESTING FACILITY THE NO DEPARTMENT OF AGRICULTURE (NCDA)
4. UNDERDRAIN PIPE SHOULD HAVE 3/8" PERFORATIONS
LAB IS THE PREFERRED TESTING FACILITY. SHOULD THE pH FALL OUT OF THE
SPACED AT 6° CENTERS, MIN. 4 HOLES PER ROW. MAX
ACCEPTABLE RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH
SPACING of UNDERDRAN PIPE IS 10 FEET ON CENTER.
IRON SULFATE PLUS SULFUR OR AS DIRECTED BY THE NCDA OR ENGINEER.
5. UNDERDRAIN CLEANOUTS MUST EXTEND A MIN. OF 6
J. PRIOR TO CONSTRUCTION A COMPOSITION TEST OF THE BIO-RETENTION FILTER
INCHES ABOVE TOP SURFACE OF GRASS LAYER,
MEDIA SHALL BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD WITH A
PREFERABLY TO THE TOP OF DESIGN MAXIMUM PONDING
COPY SENT TO THE ENGINEER. FILTER MEDIA SHALL CONFORM TO THE
DEPTH IN THE BIO-RETENTION BASIN.
FOLLOWING: 85-88,- SAND (USDA TEXTURAL CLASSIFICATION), 8-127 FINES (SILT
AND CLAY), AND 3-57 ORGANIC MATTER (PEATMOSS OR PINE BARK) BY VOLUME
BIO-RETENTION CONSTRUCTION SEQUENCE:
4. PERFORM A DOUBLE RING INFILTRATION F TES T (MINIMUM 0 3 TESTS OR 1 PER
Step 1. Construction of the bioretention area may only begin after the
500 SF OF FILTER MEDIA WHICHEVER IS GREATER) AT THE COMPLETION OF THE
contributing drainage area has been stabilized. It may be necessary to block
BIO-RETENTION BMP. INFILTRATION RATE OF THE CONSTRUCTED BIO-RETENTION
certain curb or other inlets while the bioretention area is being constructed.
MEDIA SHALL N - IN HR. PROVIDE P
S L BE BETWEEN 1 6 / 0 IDE A COPY OF THE RESULTS TO
The proposed site should be checked for existing utilities prior to an
p p 9 P Y
THE ENGINEER.
excavation.
5. ANNUAL MAINTENANCE INSPECTION AND REPORT REQUIRED - THE OWNER OF A
Step 2. Temporary E&S controls are needed during construction of the
PERMITTED STRUCTURAL STORMWATER BMP/CONTROL SHALL ANNUALLY SUBMIT A
bioretention area to divert stormwoter away from the bioretention area until it
MAINTENANCE AND INSPECTION REPORT FOR EACH BMP TO THE STORMWATER
is completed. Maintain erosion control measures in piece until bioretention area
A MINT T
D 5 RA OR ANNUAL INSPECTIONS SHALL BEGIN WITHIN ONE YEAR OF THE
has been completed. Special protection measures such as erosion control
P P
RECORDATION OF ANY DEED(S) SHOWING STORMWATER BMPs/CONTROL
fabrics may be needed to protect vulnerable side slopes from erosion during
STRUCTURES.
the construction process.
6. UPON COMPLETON OF THE PROJECT, AND BEFORE A CERTIFICATE OF OCCUPANCY
Step 3. Excavators or backhoes should work from the sides to excavate the
SHALL BE GRANTED, THE ENGINEER OF RECORD SH4LL CERTIFY THAT THE9
bioretention area to its appropriate desi n de depth and dimensions. Excavating
P 9
COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER
equipment should have scoops with adequate reach so they do not have to sit
MANAGEMENT PLANS AND DESIGNS,
inside the footprint of the bioretention area. Contractors should use a cell
construction approach in larger bioretention basins, whereby the basin is split
7. A FINAL INSPECTION OF THE SITE AND STORMWATER MANAGEMENT BMP/CONTROLS
into 500 to 1,000 sq. ft. temporary cells with a 10-15 foot earth bridge in
TO BE SCHEDULED WITH AND COMPLETED BY THE ENGINEER & INSPECTOR.
between, so that cells can be excavated from the side.
8. THE ENGINEERS CERTIFICATION OF COMPLETION WILL 1
LL BE REQUIRED PRIOR TO THE
Ste 4. It may be necessary to ri the bottom soils to a depth of 6 to 12
P Y Y P P
FINAL PUT OR CERTIFICATE OF OCCUPANCY. THE STORMWATER CONTROL IS TO
inches to promote greater infiltration.
BE INSPECTED TO ENSURE IT IS FUNCTIONING AS DESIGNED AND HAS FULL
DESIGN VOLUME PRIOR TO ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.
Step 5. Place geotextile fabric on the sides of the bioretention area with a
5-inch overlap on the sides. Place the appropriate depth of stone on the
bottom, install the perforated underdrain pipe, place stone above the
a and add sand layer between the underdrain and the soil
underdrain PP.
media layer.
Ste 6. Deliver the soil media from on roved vendor, and store it on an
P PP
adjacent impervious area or plastic sheeting. Apply the media in 12-inch lifts
until the desired top elevation of the bioretention area is achieved. Wait a few
days to check for settlement, and add additional media, as needed, to achieve
the design elevation. CONTRIBUTING DRAINAGE AREA TO BIO-RETENTION POND
TO BE STABILIZED PRIOR TO INSTALLING 810-RETENTION SOIL MEDIA,
Ste 7. Install the vegetation, and water accordingly.
P 9 � 9H
Step 8. Coordinate with inspector and engineer to conduct the final
construction inspection. Upon completion of bioretention facility remove
temporary erosion control measures and complete final stabilization of the
project.
STORMWATER MANAGEMENT
BIO-RETENTION POND
WATERSHED: CAPE FEAR
RECEIVING STREAM, INDEX & CLASSIFICATION: BIG ALAMANCE CREEK
116-19-(4.5) (WS-V;NSW)
1310-RETENTION POND DESIGN SUMMARY
DRAINAGE AREA TO BID -RETENTION:
1.1 ACRES 47,900SF
TOTAL DESIGN IMPERVIOUS AREA TO BIO-RETENTION:
0.80 ACRES 34,850SF
PRE -DEVELOPED POST -DEVELOPED POST DEVELOPED THROUGH POND
DRAINAGE AREA: 1.1 AC 1.1 AC
CURVE NUMBER: 64.7 87.9
TIME OF CONCENTRATION: 10 MIN 5 MIN
1-YEAR STORM EVENT: 0.618 CFS 3.416 CPS
0,092 CPS
2-YEAR STORM EVENT: 1.148 CFS 4.427 CFS
0.584 CFS
10-YEAR STORM EVENT: 2.824 CFS 7,052 CFS
2.720 CFS
NOTE:
A PERMEABILITY SOIL REPORT SHALL BE
PROVIDED AFTER BIO-RETENTION SOIL
MIXTURE IS IN PLACE - REFER TO
STORMWATER MANAGEMENT NOTES FOR
REQUIREMENTS.
20 0 10 20
I INCH = 20 FEET
GRAPHIC SCALE
SOD ON SIDE SLOPES (REDO
FOR FIRST PLANTING YEAR)
SLAB TOP WITH MANHOLE
RING FOR ACCESS
REFER TO CHART FOR
BOTTOM ELEVATION
REFER TO CHART FOR
TOP OF BERM ELEVATION
GRASS SOD
(BERMUDA SOD)
SCARIFY NATIVE SOIL
NO COMPACTION
S
_
4" DIAMETER PERFORATED UNDERDRAIN PIPE
- PVC (PER AASHTO M252) OR HDPE WITH
SMOOTH INNER WALL, PROTECTED WITH FILTER
FABRIC.
BIO-RETENTION
CROSS-SECTION
REMOVABLE CAP
I
SOIL MIXTURE
WASHED SAND
12" WQV PONDING DEPTH
FIRST FLUSH
Approved by Alamance County Planning Department
Signature:
Date:
2FT MINIMUM
BIORETENTION SOIL DEPTH (GRASS BASIN)
BIORETENTION SOIL MIXTURE
SLAB TOP WITH
MANHOLE RING
O
EMER�Wh SP/((rygy `
6p8B
wOR f�A�N
�o
ESN SpE
}FL
UWpfRa j5.
WAIN /NV,�4p
OUTLET CONTROL STRUCTURE
SCALE: N.T.S.
STORM DRAINAGE PIPE
OR CONCRETE FLUME
-
OUTFALL INTO POND
LENGTH & WIDTH
DIMENSIONS TO BE -
NLLA
PER RIP -RAP
o -
it
APRON DETAIL
FILTER BED ELEVATION
4" SCHEDULE 40PVC,
a
TAPER DEPTH
SDR35, OR SMOOTH
�V
c'
WALL CORRUGATED
2, FOREBAY 1
''L�
"'.` o' 'c�`
PLASTIC PIPE (SOLID)
BIO-RETENTION POND
lit
o h�•'
CONNECTION
'� F
.:
..
TO UNDERDRAIN PIPE
-
UNDISTURBED SUBSOIL
UNDERDRAIN GRAVEL
CLEANOUT BED (#57 WASHED
STONE)
FROI ED IRCL-L
-)
64, 938SF 0. 49K)
9/9
� 6" CLASS B
RIP -RAP OVER
RIP -RAP FOREBAY FILTER FABRIC
SCALE: N.T.S.
\ \ \
\ r \
z I I SECTION C N WITH 07 p D END\ \
RIP -RAP APRON IN
\ I 1 \ \\ \ I
I
I
II I
CLEANOUT \ \\ \
RIM=607.7
i I V=604.2
I I ( I \ W
vcm
14
I
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\ I \ N
\ \,4"UNDERDRAIN 'a \ \ O
\ \0 0.57 MIN \ I \ / I
\ I \
\ \ \ \ \ CP S
I ,
I
i \
\ \ w\ \ \ \ \ I 4co \ \
00 I
z \ \ CLEANOUT\a
\ \RIM=607.7
NV=604.6 (
I V
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OU
\ \ \ 41l
IT
OU
DII Ou /
r / - > \
DETENTION PLAN VIEW
STORMWATER
MANAGEMENT
EASEMENT
OUTLET CONTROL
STRUCTURE - REFER
TO DETAIL THIS SHEET
--JUNCTION BOX CONNECTION
TO EXISTING PIPE SYSTEM
15" OUTLET PIPE - REFER
TO GRADING PLAN
-4"UNDERD RAIN
® 0.5% MIN
-TOP OF
EMBANKMENT
=609.0
CLEANOUT
RIM=607.7
INV=604.2
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4004 Barrett Drive
Suite 101
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
.......�\
•`�,�0 CAROL 'w.
:w0 :of .F-SS/Q%•jy:
SEAL
2444,3�l `(Q
< .
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3825 Barrett Drive
Suite 100
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
gbarnesCvanguardpg.com
REVISIONS:
et r n c v
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Pernerl;dt $S-t- Cade
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LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: AUGUST It, 2016
,1013 NUMBER: 004116
TITLE:
STORM MANAGEMENT
DETAILS
SHEET NUMBER:
C - 10
COMMENTS:
. - 'i 1? i T� I '+ , •. �t� I': it 1. •`.

I II II Il T TT( Mm irl
I
1
1
DONALD E. BRIGHT
DB 541, PG 139 I
PIN: 8882-21-5450
1
1
1
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HELEN BRIGHT I
DB 241, PG 15
PIN: 8882-30-3998
FJPEACH D LN
SITE
O
HIGH SCHOOL RD.
SOUTHERN
v
S
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 LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO PREVENT ANY
EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE.
WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE ADJACENT TO THE WORK AREA USING
APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE CLOSURE.
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF OF
MORE THAN 3".
WHEN BACKRLL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2".
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNEUZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT 10' ON -CENTER IN
RADII AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY.
VICINITY
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC. BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRA
ICATIONS
MAP ALL NDISTURBED N AREAS HARE DTO BED FULLYRESTOREDTO NCDOT MINIMUM ROADWAY STANDARDS.
N O T O SCALE
E MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION).
LISA M. SHOTWELL ET AL
DB 3494, PG 619
PIN: 8882-31-8385
4" x 6" GUTTER
DOWNSPOUT
6" SIDEWALK
CURB (TYR)�
STEEL PLATE
N.T.S.
1/2" BENT
IRON PIPE
EXISTING TREE LINE
1/1 " IRON PIPE
0 0.2' -= - - ROUND
S8TO1 '49 f GROUND
S87'01 '49 ",r
273.77' �� M
TI I LANDING
CONTROL CR )RIVER
s.
N.• 821, 255.81
E. 1, 883, 595.34
I" IRON PIPE FLUSH
50'
50,
000W III I
III
N Ili
o n�
R25'
s
Rzs'
PROPOSED PARCEL
I I
103,491 SF (2.376AC)
o z <`(VL
EXISTING TREE LINE
O`
TRANSFORMER
BARN
PAD
to
zo
1
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1 � OU_--_ • �
10 as wwo0ow
,
CK ROAD=B-35'33 468.11
• • -- -
n �+T� COL 10 •_-_
BENT IRON PIPE ® ; SOUTHERN Uj 1 IO R�NI) • • - - -OF PA - -
1.2' ABOVE GROUND jl -' - - VEMENT -
s Q UT (60 P 10 - - - - EDGE '40"w 641.00' - - - 10 so • --- - - 580'10-�-..-
• - - - PAVEMENT -
�n EDGE OF
IRON ROD -
FLUSH - - -
CONCRETE MONUMENT FOUND
S51'27'58"E, 4.01' FROM IRON ROD &
3.07' INSIDE R/W
PROPOSED PARCEL
64,938SF (1.49AC) 5 ISTORMWATER
MANAGEMENT II I
EASEMENT v hl
4A5 - II'
- - ITT GRAVEL STRIP rw'
-- I B" #57 GRAVEL I �I
CP, N I
--
g' _ 19' 36' 18' O
-- 71' cgIII �`
5 -- 72 0\ O
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iI ATCH
EXISTING
IE7�RURB &GUT
70'S x
TRIANGLE
-NCDOT PAVEMENT
SECTION IN R/W
ATCH EX
I_STING
CURB & GUTTER
1O'x7O'
SIGHTLI TRIANGLE
R51 oU
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17
NCDOT PAVEMENT �\
SECTION IN R/W
III
11
Approved by Alamance County Planning Department
STRIPING LEGEND
SURFACES SHOULD BE CLEAN, DRY AND
YELLOW CURBING
METAL SURFACES FREE OF HEAVY RUST
AND BOLLARDS -
2 COATS SHERWIN MILLIAMS - KEN 4000
PARKING LOT
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY.
PARKING LOT
TOP COAT SHERWIN WILLIAMS - PRO
MR TRAFFIC MARKING PAINT YELLOW
HANDICAP
SURFACES SHOULD BE CLEAN, DRY.
STRIPING -
TOP COAT SHERWIN WILUAMS - PRO
"H.C."
PARKING LOT
MAR TRAFFIC MARKING PAINT
BLUE
GRAPHIC SCALE
1 INCH = 30 FEET
I_TLIIN L,INt1L 1N U I ri 0.
1. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN,
ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY ALAMANCE COUNTY AND THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION, REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS,
4. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
5. NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE 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,
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY
PREPARED BY NEWCOMB LAND SURVEYORS,
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AND SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION" AND APPLICABLE ALAMANCE COUNTY CODES AND ORDINANCES. THE CONTRACTOR SHALL
TA LOCAL CODES ORDINANCES, STANDARD SPECIFICATION AND
OF THE STATE AND MAINTAIN A CURRENT EDITION
N
STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT.
9. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES
BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE IMMEDIATELY.
CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH WORK.
10. THE CONTRACTOR SHALL 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 SHALL 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 STPIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN
FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", ALL NEW SIGNS SHALL BE MOUNTED ON
GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE
AND BUILDING LOCATIONS AS REQUIRED.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING
CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE
CONTRACTOR SHALL NOTIFY THE CITY OF BURLINGTON PUBLIC UTILITIES 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 SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND
UTILITIES AND STORM DRAINAGE) TO OWNER/DOLLAR GENERAL PRIOR TO COMPLETION OF CONSTRUCTION
KEY NOTES:
O1 CONCRETE MONOLITHIC CURB/SIDEWALK - SEE DETAIL SHEET C-7
OCONCRETE PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHE7 C-7
EXPANSION AND CONTROL JOINTS - SEE DETAILS SHEET C-7
OASPHALT PAVEMENT DESIGN AS PER GEOTECHNICAL REPORT SPECIFICATIONS - SEE DETAIL
SHEET C-7
O STANDARD DUTY PAVEMENT
® HEAVY DUTY PAVEMENT
® NCDOT PAVEMENT SECTION
T4 HANDCAP PARKING SIGN - SEE DETAIL SHEET C-7
T5 BOLLARD SEE DETAIL SHEET C-8
T6 CONCRETE LIGHT POLE BASE
O7 CONTRETE SIDEWALK - SEE DETAIL SHEET 0-7 FOR SIDEWALKS AROUND BUILDING.
O DUM'STER LAYOUT - 6' HIGH MASONRY ENCLOSURE W/GATES - SEE DETAIL SHEET C-8
9 6'-C" LONG CONCRETE WHEEL STOP, PINNED TO PAVEMENT - SEE DETAIL SHEET C-7.
O LOCATE 2'-6" FROM FACE OF CURB OR SIDEWALK.
t0 PYLON SIGN (UNDER SEPARATE PERMIT)
11 4" WIDE PARKING STRIPE PAINTED YELLOW (TYR)
12 4" WIDE PARKING DIAGONAL STRIPES
13 CONCRETE HANDICAP RAMP - MAXIMUM SLOPE 1:12 (8.33%) (PER A.D.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
6 STOP SIGN - SEE DETAIL SHEET C-8
17 PAVEMENT MARKINGS - SEE DETAIL SHEET C-8
8 NEW CURB CUT, MATCH EXISTING EDP & APPROACH PER LOCAL CODES & SPECS.
9 (NOT USED)
20 DELIFERY DOOR ACCESS - REFER TO DETAIL THIS SHEET
21 CONCRETE FLUME - REFER TO DETAIL ON SHEET C-8 (NOT USED)
22 6' W'JOD SCREEN FENCE - REFER TO DETAIL ON SHEET C-8 (NOT USED)
0 PROPOSED PARKING COUNT
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4004 Barrett Drive
Suite t01
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
"'
04 •FEssio•.,�,p ,
SEAL
24434,`.��•
9�"• FNC I U `�`Z` ;'Ocv�
OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3825 Barrett Drive
Suite 100
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
[e-mail]
REVISIONS:
4u O C 1 FF
fA 14Pdl 19S
�'
fiAl-me i tl i A .L 5
in S{ht I l �f W
y 4 Lof
hrU10 e
-
Permit 'U_�'(t��i1� 0}n�0
LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: AUGUST 111 20t6
JOB NUMBER: 004116
TITLE:
SITE PLAN
SHEET NUMBER:
COMMENTS

LANDSCAPING NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING ALL REQUIRED LANDSCAPING FOR THE ENTIRE
S F. In, INCLUDE BJT NDI II I M IT Ff 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,
1 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL
SEEDED AREAS,
4. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE CONTRACTOR SHALL INSTALL
BUCK 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, PLANTS, OR SIMILAR SUBSTANCES I" OR MORE IN DIAMETER,
DEBRIS, OR OTHER OBJECTS WHICH MIGHT BE A HINDERANCE TO PLANTING OPERATIONS. TOPSOIL
SHALL CONTAIN AT LEAST 4-6% 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 LANDSCAPED
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 RAKE ALL GRASS
AREAS.
8. PROVIDE LANDSCAPE PLANS TO DOLLAR GENERAL AND AS REQUIRED BY LOCAL JURISDICTION TO THE
BLDG. DEPT. FOR REVIEW AND APPROVAL PRIOR TO START OF WORK,
9. ALL LANDSCAPING, TRESS, SHRUBS, ETC. SHALL NOT INTERFERE WITH THE VISIBILITY OF DOLLAR
GENERAL SIGNAGE
10. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK.
11. OPEN AREAS WITHIN PLANTING BEDS SHALL BE MULCHED.
GENERAL LANDSCAPE NOTES
1, ANY DISTURBED AREAS NOT SCHEDULED FOR HAROSCAPE, PLANTINGS, OR MULCH SHALL BE SEEDED
LAWN.
2. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE OWNERS
REPRESENTATIVE.
3. ALL PLANT AND BED LINE LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE THE
OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.
4. ALL PLANTINGS SHALL BE INSTALLED WITH THE SPECIFIED LAYER OF MULCH. REFERENCE DETAILS AND
SPECIFICATIONS FOR DEPTH AND TYPE OF MULCH. ALL TREES AND SHRUBS SHALL BE PLANTED IN
MULCH BEDS AND .SHALL BE SEPARATED FROM TURF GRASS AREAS.
5, GRASS COVERAGE TO EXTEND FROM PROPERTY LINES TO BACK OF CITY SIDEWALKS AND/OR CURBS.
6. MINIMUM TREE SIZE AT PLANTING IS 2" CALIPER (FOR SINGLE STEM TREES). ALL MULTI -STEM PLANTS
MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND MINIMUM 8 FEET TALL.
7. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL
PRIOR TO BACKFILLING PLANTING PIT. REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL.
8, FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB -BASE AND CONSTRUCTION DEBRIS;
REMOVE COMPACTED SOIL AND ADD 18' NEW TOPSOIL, OR TILL AND AMEND THE TOP 18. OF EXISTING
SOIL TO MEET TOPSOIL/PLANTING MIX STANDARDS FOR TREES.
9. LARGE MATURING TREES MAY NOT BE PLANTED WHERE THERE ARE OVERHEAD DISTRIBUTION OR
TRANSMISSION LINES IF TREES CONDUCT WITH POWER LINES OR SIGNS, CALL URBAN FORESTER TO
RESOLVE BEFORE PLANTING.
10. ADJUST TREE PUNTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM. ALL
UNDERGROUND UTILITIES (SEWER AND STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL UNES.)
11. ATTENTION LANDSCAPER: NOTIFY OWNER OF ANY SIGN, POWER LINE, OR OTHER CONFLICTS BEFORE
PUNTING NEW TREES,
4"
MIN.
SECTION
TYPICAL TREE PLANTING/STAKING DETAIL
(FOR 6'-12' TREE HEIGHTS AT PLANTING)
NOT TO SCALE
OI TREE STRAP
O TREE GUY WIRE - ADD TURNBUCKLES IF NECESSARY TO STABILIZE TREE
O TREE GUYING STAKE
O4 WARNING FLAG
O5 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
® EXCAVATE PUNTING PIT TO 3 TIMES THE WIDTH OF ROOTBALL (8' MIN.)
FLARING SIDES OF PIT AS SHOWN. SCARIFY SIDES OF PIT SO THAT THE SIDES
ARE NOT SMOOTH OR GLAZED,
O BACKFlLL WITH SOIL PER SPECIFICATIONS
OO REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR ROOTBALL STRAPS.
REMOVE ALL SYNTHETIC STRAP MATERIAL FROM ENTIRE ROOT BALL.
11 REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING. REMOVE ALL SYNTHETIC
COVERING FROM ENTIRE ROOTBALL.
12 PLACE ROOTBALL ON SOLID SUBGRADE - NOT LOOSE BACKFlLL MATERIAL
9 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.
BUG
Know what's below.
Call before you dig.
BEFORE YOU DIG
ST00
CALL I 2-9
N.C. ONE -CALL CENTER
I I
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CATCH BASIN 1
RIM(FLOW): 598.28'
INV IN(S): 594.73'
INV.OUT(N):594.63' l ILI
EXISTING TREELINE
N
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0 0.2' ABOVE o
GROUND 2
CONTROL CORNER
I N: 821,255.81
E. 1, 883, 595.34
I 1" IRON PIPE FLUSH
1
LISA M. SHOTWELL, ET AL
DB 3494, PG 619
PIN: 8882-31-8385
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DB 541, PG 139
PIN: 8882-21-5450
PROPOSED PARCEL DISTURBED AREAS NOT NOTE
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FOR SOD TO BE SEEDED PER 3
103,491 SF (2.376AC)
- -
PROJECT SEEDING SPECIFICATIONS
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PIN: 8882 30 3998
SS MANHOLE
INV.IN(W): 611.96' OU- OUP
INV.OUT(£). 611.26'
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II
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605,89'
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INV.OUT(N):
604.68'
M\\
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1- DRAINAGE MH
\� RIM: 609. 11'
CP SS MANHOLE
RIM. 509.35'
O� 578.35 W_ - - SS MANHOLE INV•IN(W): 601.55'
- - I I INKIN(W).g603.29, '� INV.OUT(N): 601d5'
e"T - - ' - - - INKOUT(E).- 603.19'
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MASTER PLANT LIST
TYPE SYM./KFY BOTANICAL NAME COMMON NAME SPECIFICATION
CALIPER HEIGHT ROOT SPACING OTHER
UNDERSTORY
CM
LAGERSTROEMIA
CRAPE MYRTLE
4' MIN.
B&B
AS SHOWN
MULTISTEM
TREES
ATCHING DENOTES SOD /
-DISTURBED AREAS WITHIN NCDOT R/W 15"RCP /NV.: 609,18'
TO BE SEEDED & MULCHED PER
NCDOT SEEDING SPECIFICATIONS
DRAINAGE MH
RIM: 610.99'
INV.IN(SW). 607.69'
INV.OUT(Nf): 605.99' DRAINAGE MH
a RIM: 611.19'
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Approved by Alamance County Planning Department
Signature:
Date:
TZ
TRIANGLE
SITE DESIGN
CONSULTANT:
Triangle Site Design, PLLC
4004 Barrett Drive
Suite 101
Raleigh, NC 27609
[phone]
[e-mail]
NC LICENSE #P-0619
SEAL:
4� CARL
Ess,o •f4
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OWNER/DEVELOPER:
GLANDON FOREST EQUITY, LLC
3825 Barrett Drive
Suite 100
Raleigh, NC 27609
919-459-2601
919-459-2604 fx
gbarnes(Cvanguardpg com
REVISIONS:
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LAYOUT COORD: MEL
PLANNING MGR. MEL
DRAWING BY: MEL
DATE: AUGUST 11, 2016
JOB NUMBER: 004116
TITLE:
LANDSCAPE PLAN
SHEET NUMBER:
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COMMENTS:

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NORTH AMERICA, INC.
___ __ _ .CO11
New Production Facility & Offices FrEnzetill
4165 Old Salisbury Road
Lexington, North Carolina 27295
REVISIONS
Tax 336-722-4402
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720 C:oliscum LXft, dune 112 WkAm-doom, NC: 27106 Ah. 336-722-4447
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10/23/14 REVISED PER EROSION CONTROL COMMENTS.
„/, 2/, 4 ISSUED FOR PERMITTING.
/26/14 REVISED ROADWAY ALIGNMENT AND STORM.
01/06/15 REVISED RAISED SITE 8 INCHES.
07/29/15 ISSUED FOR PERMITTING.
COPYRIGHT 2014

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