SW6101203_APPROVED PLANS_20110126

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
DOC TYPE
❑ CURRENT PERMIT
PAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
&IG�%
YYYYMM D D

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CONTACTS:
I OT-2 C-STORE & GOIN'
POSTAL STORE
APPLICANT/DEVELOPER:
BUNN BRANTLEY ENTERPRISES, INC.
389 INSTRUMENT DRIVE
ROCKY MOUNT, NC 27804
PHONE: [phone]
FAX: [phone]
ATTN: BOB BRANTLEY
ARCHITECT;
CREATIVE ARCHITECTURE, P.A.
P.O. BOX 8466
109 KANDEMOR LANE
ROCKY MOUNT, NC 27804
PHONE:[phone]
FAX:[phone]
ATTN: ARCHIE COLLIE
CIVIL /LANDSCAPE/
DEVELOPMENT ENGINEERING, INC.
LIGHTING;
244 W. MILLBROOK ROAD,
RALEIGH, NC 27619
PHONE: [phone]
FAX: [phone]
ATTN: DAVID BLEVINS
LOT-3 BOJANGLES' RESTAURANT
APPLICANT/DEVELOPER:
TRI-ARC FOOD SYSTEM
901 JONES FRANKLIN ROAD
RALEIGH, N.C. 27606
PHONE: [phone]
FAX: [phone]
ATTN: TOMMY HADDOCK
ARCHITECT:
DESIGN DEVELOPMENT ARCHITECTS
800 SALEM WOODS DRIVE, SUITE 102
RALEIGH, NC 27615
PHONE: [phone]
ATTN:CAMILO PENA
CIVIL/LANDSCAPE/
DEVELOPMENT ENGINEERING, INC.
LIGHTING:
244 W. MILLBROOK ROAD,
RALEIGH, NC 27619
PHONE: [phone]
FAX; 919-847-2130
ATTN: DAVID BLEVINS
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF
BUILDING, PROPERTY LINE, OR EDGE OF PAVEMENT UNLESS
SHOWN OTHERWISE.
2. ALL TRAFFIC AND HANDICAP PARKING SIGNS SHALL
CONFORM TO MUTCD AND ADA STANDARDS.
3, SITE SIGNAGE SHALL BE PERMITTED UNDER SEPARATE
APPLICATION AND THEREFORE NOT SHOWN ON THIS PLAN.
4. SITE SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). AS APPLICABLE.
5• ALL STATE ENVIRONMENTAL CODES RELATING TO SPILLAGE
AND POLLUTION PREVENTION AND RESPONSE METHODS WILL
BE FOLLOWED BY BOTH APPLICANTS,
6. THERE WILL BE NO HAZARDOUS MATERIALS STORED ON
BOTH SITES.
7. HOURS & DAYS OF OPERATION:
BOJANGLES': 5:30 AM TO 12:00 PM - 7 DAYS A WEEK
C-STORE: 24 HOUR STORE IN THE LONG RUN. WILL
START OUT AT 6AM TO 11PM.
GOING POSTAL: THE PICK UP AND DROP OFF COUNTERS WILL
OPEN AT 8:00 AM, CLOSE AT 6:00 PM.
THERE WILL BE A PORTION OPEN 24 HOURS
THAT WILL HOUSE THE POST OFFICE STYLE
BOXES SERVICED BY THE USPS.
8. THERE ARE NO EXISTING STREET LIGHTS ALONG BOTH PROPERTIES
HIGHWAY FRONTAGE.
9. A SITE LIGHTING PLAN WILL BE SUBMITTED AT A LATER DATE,
CONTRACTOR NOTES:
1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF
ALL EXISTING UTILITIES (ABOVE AND BELOW GROUND)
PRIOR TO CONSTRUCTION. ANY CONFLICTS OR
RELOCATION OF UTILITIES SHALL BE COORDINATED
BETWEEN THE CONTRACTOR AND THE APPROPRIATE
UTILITY COMPANY AND/OR AUTHORITY.
2. THE CONTRACTOR SHALL OBTAIN A COPY OF THE
CURRENT STANDARDS AND SPECIFICATIONS TO REFER
TO PRIOR TO AND DURING CONSTRUCTION OF THE
PROJECT.
3. THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE
PERMITS FROM HARNETT COUNTY AND NCDOT PRIOR
TO UTILITY CONSTRUCTION.
4. PRIOR TO ANY CONSTRUCTION WITHIN THE NCDOT
RIGHT-OF-WAY THE GENERAL CONTRACTOR TO VERIFY
WITH CIVIL ENGINEER THAT ALL NCDOT
ENCROACHMENT PERMITS HAVE BEEN OBTAINED. ALL
APPROPRIATE BONDS NEED TO BE POSTED WITH
NCDOT PRIOR TO CONSTRUCTION.
• DRIVEWAY PERMIT
• 2-PARTY ENCROACHMENT FOR ROAD IMPROVEMENTS
(WIDENING) INCLUDING SIDEWALK
• 3-PARTY ENCROACHMENT FOR WATER LINE EXTENSION
AND SERVICE TAPS
5. TO V RIFY RECEIPT OF FINAL PLANS WITH PROJECT
toerno nun �rl�nl ENGINEER PRIOR TO ORDERING ..��:5 OR
STORM STRUCTURES AND PIPE,
CALL BEFORE YOU DIGI
CALL w HOU" BEFORE YOU D16
14004as,...
ro.n• curouEn- � � c.xr..
qw
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A"'Alrw% PLAN Fl
BOJAN%GwjwuES' & YHOLT OIL CmSTORE
NC HIGHWAY 24=87 - HARN ETlr COUNTY, NORTH CAROLINA
VARIABLE WIDTH <U UMAIIVMVC
ACCESS EASEMENT & ACCESS
N 60' '10" VI 198.2_8'�_ SEMENT _
BI4RETENTION POND
SURFACE AREA 17,000 SF
BOTTOM OF POND=362.50
1 �I
IN
0.38' SOUTH OF
COMPUTED PL -N 60°19'10" W 199.73_ - - IN 60'19'10" W 754.89'
-- --� ------y ----------
------------------------------
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LOT- I
20'DRAINAGE HOLT OIL CO.
& ACCESS 1709 CLINTON ROAD I•
EASEMENT FAYETTEVILLE, NC 28313
I I - PIN: 9584-78-8519
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p® o0000000000000rw.
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SANITAPo SEWER I N(y)=548,967.88 I I
�- ----- ---I ITELEP oN� I E x=1,987,641.05
p'7❑_PEDE - - - EASE481f 10' TYPE C' LANDSCAPE BUFFER ( )
LOPTI_ —_ T .:. E CABLE - - _�5.64 L`3'1SL�.193 7_ - - - _ .. .. _ .. _ _
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GRAPHIC SCALE
40 0 20 40 80
1 inch = 40 ft.
ALL CONSTRUCTION TO HARNETT COUNTY &
NCDOT STANDARDS AND SPECIFICATIONS
VICINITY MAP
N.T.S.
SHEET INDEX
SHEET
1
COVER SHEET INFORMATION
SHEET
2
OVERALL EXISTING CONDITIONS
SHEET
3
OVERALL SITE LAYOUT
SHEET
4
OVERALL GRADING & DRAINAGE PLAN
SHEET
5
OVERALL LANDSCAPING PLAN
SHEET
6
OVERALL UTILITY PLAN
SHEET
7
OVERALL EROSION CONTROL PLAN
SHEET
8
SANITARY SEWER PLAN AND PROFILE
SHEET
9
STORM DRAINAGE PLAN & PROFILES
SHEET
10
NC 24-87 ROAD WIDENING & STRIPPING
SHEET
11
SITE DETAILS
SHEET
12
EROSION CONTROL DETAILS
SHEET
13
WATER DETAILS
SHEET
14
WASTE WATER DETAILS
SHEET
15
LIGHTING PLANS
SHEET
16
PRE -VS -POST DEVELOPMENT DRAINAGE PLAN
PLAN SUMMARY
NCDOT DRIVEWAY PERMIT /
FOR LOTS 1, 2 do 3
LOT-1
PIN NUMBER
PARCEL ID
DEED REFERENCE
MAP REFERENCE
ZONING
LAND USE CLASSIFICATION
LOT AREA
TOWNSHIP
COUNTY
STATE
OWNER:
LOT_2
PIN NUMBER
PARCEL ID
DEED REFERENCE
ZONING
LAND USE CLASSIFICATION
LOT AREA
TOWNSHIP
COUNTY
STATE
OWNER;
10-043-012
9584-78-6705
019594 0027
DB 2025 PG 112
MAP NUMBER 2010 PG 735
COMM
GROUP-3
2.18 AC.
ANDERSON CREEK
HARNETT COUNTY
NORTH CAROLINA
H M'S KIDS, INC
3035 HWY 87 S
CAMERON, NC 28326
9584-78-8519
019594 0027 01
DB 2799 PG 217
COMM
GROUP-3
2.19 AC.
ANDERSON CREEK
HARNETT COUNTY
NORTH CAROLINA
HOLT OIL CO.
1709 CLINTON ROAD
FAYETTEVILLE, NC 28313
LOT-3
PIN NUMBER
9584-78-9533
PARCEL ID
019594 0027
DEED REFERENCE
DB 2799 PG 213
ZONING
COMM
LAND USE CLASSIFICATION
GROUP-3
LOT AREA
2.11 AC.
TOWNSHIP
ANDERSON CREEK
COUNTY
HARNETT COUNTY
STATE
NORTH CAROLINA
OWNER:
TRI-ARC FOOD SYSTEM
901 JONES FRANKLIN ROAD
RALEIGH, N.C. 27606
WATERSHED
CAPE FEAR
EXISTING IMPERVIOUS
0 AC (LOTS 2 & 3).
PROPOSED IMPERVIOUS
2.26 AC 53% (LOTS 2 & 3).
PARKING REQUIREMENTS:
RESTAURANT:
i PARKING SPACE PER 4 SEATS
99/4= 24.75 OR 25 REQUIRED
60 PROVIDED
CONVENIENCE STORE:
1 PARKING SPACE PER 150 SF
5,000/150=33 REQUIRED
33 PROVIDED
GOIN' POSTAL STORE:
i PARKING SPACE PER 150 SF
2,430/150=16 REQUIRED
16 PROVIDED
NEWCOMB LAND SURVEYORS LIC.
244 W MILLBROOK RD RALEIGH, NC 27609
[phone]
FIRM'S LICENSURE NUMBER: L-2444
I VARIANCE APPROVED: BA-V-02-10 �
FINAL PLAN •NOT RELEASED FOR CONSTRUCTION
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('CONTRACTOR SHALL
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RESPONSIBLE FOR
ALL DIMENSIONS
AT JOB SITE.
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01 -21 -201 1
CAD FILE:wCDx'si'.Zx'cc �"EreODM.d 1-16
PROJECT
SHEET NO.
10-127
1 OF1 6
1,0

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N/F I N/F
LUCAS, JAMES & JOYCE P I UNITED STATES OF
PIN: 9584-87-2861 AMERICA - US ARMY
ZONING: RA-30 I CORPS OF ENGINEERS
LAND USE: GROUP-1 PIN: 9573-63-2220
ZONING: RA-30
ECM LAND USE: GROUP-1
0.38 SOUTH-,Qf
CREFOMPUTED PL
N 601S'�l .N:60*1910 'Wl lia8_2B7 �W 201 99 Ill 60*19�10"-W _199.73L�,. IN 60'19'10" W 754.89'
C 7 77!!7l 7"""i
— — — — — — — — — — — — — N/F
M Alill
PIN: 9584-88" 617&-
HARDIN,
ZONING:
LEGEND
SYMBOL
LINETYPE
0
EX. IRON PIPE/ROD OR NAIL
X
— FENCE
El
EX. CONCRETE MONUMENT
Ou
— OVERHEAD UTILITY
0
NEW IRON PIPE
_W_
WATER
0
CALCULATED POINT
— SS
— SANITARY SEWER
nC
CABLE PEDESTAL
— SO
— STORM DRAIN
[!]
TELEPHONE CABLE/PEDESTAL
0ELECTRIC
PEDESTAL
ABBREVIATIONS
AB
IFF1
FIBER-OPTIC MARKER
DB
DEED BOOK
CM
TRAFFIC SIGNAL BOX
PS or BM PLAT BOOK / BOOK OF MAPS
0
WATER METER
N/F
NOW OR FORMERLY
1I
FIRE HYDRANT
Pg.
PAGE
I><
VALVE (WATER OR GAS)
SF
SOUARE FEET
0
SANITARY SEWER MANHOLE
Ac.
ACRES
(D
SANITARY SEWER CLEANOUT
R/W
RIGHT-OF-WAY
F-1
STORM CURB INLET
NCSR
NORTH CAROLINA STATE ROUTE
DRAINAGE INLET (W/ GRATE)
NCDOT
Ni CAROUIIA DEPT. OF TRAIISPINTATION
STORM DRAIN MANHOLE
R/W
RIGHT-OF-WAY
UTILITY POLE
Ex.
EXISTING
RCP
REINFORCED CONCRETE PIPE
LAMP POST
PVC
POLYVINYL CHLORIDE PIPE
-0-
SIGNAL POLE
(M)
MEASURED
J,
GUY WIRE
(P)
PLATTED
SIGN POST
(D)
DEED
PROPOSED LIGHT POLE
LP
LIGHT POLE
GROUP - I
ass-�6
HOLT OIL CO.
'N.T.S.
4Ay1 ) TEMLLE, NC 2836
7E(T 9 CLINTON ROAD
PIN 9584-78-8519,
DB 2799 PC 217 -A
2.19 AC
PLAN SUMMARY
z
LOT
PIN NUMBER 9584-78-6705
PARCEL ID 019594 0027
DEED REFERENCE DB 2025 PG 112
MAP REFERENCE MAP NUMBER 2010 PG 735
-65 ZONING Comm
NX, r NO USE CLASSIFICATION GROUP-3
LOT-3 IHM'S KIDS INC. LOT AREA 2,18 AC.
R F TRI-A C ODD SYSTEM 1\1 i 1 9584-78-581
901 JONES FRANKLIN ROAD H M'S KIDS,'4NC 0 TOWNSHIP ANDERSON CREEK
IOU) 3035 HWY 87' S PG 272
RAUEIi 7ggg DB 874,
PIN: 9629 1 COUNTY HARNETT COUNTY
DO 2�991 P I CAMERON, NC 28li526 ZONING: COMM
A� 213 PIN: 9584-78-161305 1 STATE NORTH CAROLINA
DB 2025 PG LAND USE: GROUP-3
MAP NUMBER 2010 PG\ 735 OWNER: H M'S KIDS, INC
2.18 AC. 0 11 1
3035 HWY 87 S
CAMERON, NC 28326
Im LOT-2
PIN NUMBER 9584-78-8519
PARCEL ID 019594 0027 01
61)
DEED REFERENCE DB 2799 PG 217
ZONING Comm
LAND USE CLASSIFICATION GROUP-3
LOT AREA 2.19 AC.
TOWNSHIP ANDERSON CREEK
C, COUNTY HARNETT COUNTY
N� STATE
NORTH CAROLINA
OWNER: HOLT OIL CO.
`V
1709 CLIN N ROAD
FAYETTEVILLE, NC 28313
WELL
IWO
`&6
Lol-
PIN NUMBER 9584-78-9533
PARCEL ID 019594 0027
DEED REFERENCE DB 2799 PG 213
ZONING Comm
LAND USE CLASSIFICATION GROUP-3
LOT AREA 2.11 AC.
VICINITY MAP
TOWNSHIP ANDERSON CREEK
COUNTY HARNETT COUNTY
STATE NORTH CAROLINA
OWNER: TRI-ARC FOOD SYSTEM
N,
901 JONES FRANKLIN ROAD
— — — — — 31SL RALEIGH,
N.C. 27606
CONTROL/CORNER
ORTH CAROLINA STATE PLANE COORDINlITES
N(y)=5/48,967.88 WATERSHED CAPE FEAR
EL
TELEPHONE 11nT -"4 L P DESTAL EXISTING' E(x)=4,987,641.05
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ALL CONSTRUCTION TO HARNETT COUNTY &
NCDOT STANDARDS AND SPECIFICATIONS
GRAPHIC SCALE
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VARIANCE APPROVED: BA-V-02-10
FINAL PLAN - NOT RELEASED FOR CONSTRUCTION
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ALL DIMENSIONS
AT JOB SITE.
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE:'� ...... "MMEM'll
PROJECT
SHEET NO.
10-127
2 0F1 6

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BOJANGLES'
& C-STORE PAVEMENT
SPECIFICATION
*
2" OF
1-2 PAVEMENT
*
8" OF
ABC STONE (COMPACTED)
BOJANGLES'
& C-STORE FIRE LANE
PAVEMENT
SPECIFICATION
*
2" OF
1-2 PAVEMENT
*
8" OF
ABC STONE (COMPACTED)
NC
HIGHWAY 24/87 ROAD WIDENING
PAVEMENT
SPECIFICATION
*5.0"B25.0C
*
3.0" 1
19.0 C
*
2.0" S
9.5 C
N /F I N /F
LUCAS, JAMES & JOYCE P I UNITED STATES OF PLAN SUMMARY
PIN: 9584-87-2861 AMERICA - US ARMY
ZONING: RA-30 I CORPS OF ENGINEERS
LAND USE: GROUP-1 PIN: 9573-63-2220 NCDOT DRIWWAY PERMIT /
ZONING: RA-30 FOR LOTS 1, 2 de 3 10-043-012
. ' VARIABLE WIDTH -- - - 20'DRAINAGE - - _ - - . LAND U -1
CCESS EASEMENT &`ACCES'S f 0
- - _ - - - - _ - - - - - N 60-19'10" W }g828%' - _ As M Nr N 60'19'10" W 201.99' jCOMPUTBDTPL�F USE: GROUP-1
PION NUMBER 9584-78-6705
- _. -
N� _ _ �� t 3-.r " - _ - /�N O'19_10_W 754.8 PARCEL ID 019594 0027
HARDIN, ANNA M - ___�----- t, V 6 DEED REFERENCE DB 2025 PG 112
199.7
PIN: 9584-88-61784 _" I r- ---`- �- -----t ' --__�€ A'_LANDSCAPE BUFFER r--- _ ___-___---__.� MAP REFERENCE MAP NUMBER 2010 PG 735
ZONING: RA-30 - L I I I ZONING COMA
LEGEND
SYMBOLLINETYPES
O
EX. IRON PIPE/ROD OR NAIL
- X
- FENCE
❑
EX, CONCRETE MONUMENT
- w
- OVERHEAD UTILITY
9
NEW IRON PIPE
- W
- WATER
O
CALCULATED POINT
- 55
- SANITARY SEWER
I]
CABLE PEDESTAL
- 5D
- STORM DRAIN
❑T
TELEPHONE CABLE/PEDESTAL
Q
ELECTRIC PEDESTAL
ABBREVIATIONS
©
FIBER-OPTIC MARKER
DB
DEED BOOK
©
TRAFFIC SIGNAL BOX
PB 01 BM PLAT BOOK / BOOK OF MAPS
O
WATER METER
N/F
NOW OR FORMERLY
'Cr
FIRE HYDRANT
Pg.
PAGE
Dd
VALVE (WATER OR GAS)
SF
SQUARE FEET
Q
SANITARY SEWER MANHOLE
Ac.
ACRES
SANITARY SEWER CLEANOUT
R/W
RIGHT-OF-WAY
❑
STORM CURB INLET
NCSR
NORTH CAROLINA STATE ROUTE
9
DRAINAGE INLET (W/ GRATE)
NCDOT
NDUH CjR l[N DEPF. OF TR44MTATON
STORM DRAIN MANHOLE
R/W
RIGHT-OF-WAY
UTILITY POLE
Ex.
EXISTING
LAMP POST
RCP
REINFORCED CONCRETE PIPE
"o-
SIGNAL POLE
PVC
POLYVINYL CHLORIDE PIPE
(M)
MEASURED
J.
GIN WIRE
(P)
PLATTED
�
SIGN POST
(D)
DEED
4%
PROPOSED LIGHT POLE
LP
LIGHT POLE
GENERAL NOTES:
1. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF
BUILDING, PROPERTY LINE, OR EDGE OF PAVEMENT UNLESS
SHOWN OTHERWISE.
2. ALL TRAFFIC AND HANDICAP PARKING SIGNS SHALL
CONFORM TO MUTCD AND ADA STANDARDS.
3. SITE SIGNAGE SHALL BE PERMITTED UNDER SEPARATE
APPLICATION AND THEREFORE NOT SHOWN ON THIS PLAN.
4. SITE SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN
ACCORDANCE WITH THE MANUAL FOR UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD). AS APPLICABLE,
5. ALL STATE ENVIRONMENTAL CODES RELATING TO SPILLAGE
AND POLLUTION PREVENTION AND RESPONSE METHODS WILL
BE FOLLOWED BY BOTH APPLICANTS,
6. THERE WILL BE NO HAZARDOUS MATERIALS STORED ON
BOTH SITES.
7. HOURS & DAYS OF OPERATION;
BOJANGLES': 5:30 AM TO 12:00 PM - 7 DAYS A WEEK
C-STORE; 24 HOUR STORE IN THE LONG RUN. WILL
START OUT AT 6AM TO IIPM.
GOING POSTAL: THE PICK UP AND DROP OFF COUNTERS WILL
OPEN AT 8:00 AM, CLOSE AT 6:00 PM.
THERE WILL BE A PORTION OPEN 24 HOURS
THAT WILL HOUSE THE POST OFFICE STYLE
BOXES SERVICED BY THE USPS.
8. THERE ARE NO EXISTING STREET LIGHTS ALONG BOTH PROPERTIES
HIGHWAY FRONTAGE.
9. A SITE LIGHTING PLAN WILL BE SUBMITTED AT A LATER DATE.
m
I I N 1 II I p LOT AREA 2.18 AC,
I I I I 1 TOWNSHIP ANDERSON CREEK
COUNTY HARNETT COUNTY
I I �AR�AREySERVEJJI 1 1 t 1, STATE NORTH CAROLINA
I I ORI�I FUTURE
1 -I E 1 I II
OWNER: l XANSION
1 T �I I , NC 28326
CAMERO
H MIS KIDS, INC
L� 1 3035 HWY 87 S
T I r s N
I : 20'DFjAINAGE, r HOLT OIL NCO.'i ''..J t` • 'I' �l
-�. . 17,09 CLI ON ROAD >j I ,,.._t:, 1, -
' & ACCESS,' I 1 �.; I \ PIN NUMBER 9584 78 8519
' EASEME� �AlETTEVFLLE, NO2831 1 I 1,. PARCEL ID 019594 0027 01
_PIN' gg5$84-78 85191' _ _ _ _I
/ 1S1�2 �T 2�r' j I DEED REFERENCE DB 2799 PG 217
12'x24' TRASH CONTAINMENT AREA \'"^y. I ZONING COMA
FENCE TO MATCH PROPOSED I \ LAND USE CLASSIFICATION GROUP-3
4
- - - - - T - J7 -STORE BUILDING EXTERIOR , r - - __
1 1 r COLOR. I LOT AREA 2.19 AC.
II I I 1 TOWNSHIP ANDERSON CREEK
accgsscArrfaR COUNTY HARNETT COUNTY
I • k` l a I
I f
STATE NORTH CAROLINA
P J j I OWNER: HOLT OIL CO.
SPADES I I \, 1709 CLINTON ROAD
It/ I I A FAYETTEVILLE, NC 28313
I s' � L ' I ';+r'. 1 18 � ` ` o', I I N /F
'AC UNITS'
17 T-i I OHM'S KIDS INC. LOT-3
m AIN: 9584-78-581
a I I no Im H 10 KIDS, �INC �s• I`.
I���ttt---���T--�--�T ■ Il 3035 HWY 81 s \Fv I % DB 874, PG 272 PIN NUMBER 9584-78-9533
1 1' 1 CAMERON, NC 28 26 \ ' PARCEL ID 019594 0027
I ZONING: COMA
x PIDB 2025 PG 12os �s� -_• 1 1� LAND USE: GROUP- DEED REFERENCE DB 2799 PG 213
-` $UTTE-A SUITE•8 I I� MAP NUMBER 2010 PG1735 I'.�I?
A `L' : , \ Imo 2.18 AC. I o ZONING COMA
eQj% o Jtt t I iZ i \ LAND USE CLASSIFICATION GROUP-3
1' 26' r-t8' « 2s'1 I N LOT AREA 2.11 AC.
o. m TOWNSHIP ANDERSON CREEK
m 1 �m v,
i COUNTY
�I HARNETT COUNTY
-18, I I ICU I\, I STATE NORTH CAROLINA
Iy l
BOLLARDS' Im 1 to OWNER: TRI-ARC FOOD SYSTEM
(TYP) / jai IA - - - I 901 JONES FRANKLIN ROAD
1 I I I RALEIGH, N.C. 27606
WATERSHED CAPE FEAR
Ic
CONCR�'f 5 ORAGE a EXISTING IMPERVIOUS 0 AC (LOTS 2 & 3).
SDEwuKI L 4-' _
F�I \ I I PROPOSED IMPERVIOUS 2.26 AC 53% (LOTS 2 & 3).
1 W/ PALOT �RpKG N y ACCESSIBLE .1 \ 1 I
I sro E6RONr � } ING PARKING REQUIREMENTS:
COANOPYAD SUB NCRETE/ I Z RESTAURANT: 1 PARKING SPACE PER 4 SEATS
99 4= 24.75 OR 25 REQUIRED
20'�.1 -i _ - NDERGROUND STORAGE I\w /
���•vvv �t,A�l - l:'�r '� '�'1�; I TANK AREA! I �D.� 60 PROVIDED
- i 1 I ANY PARCELS OR EXCLUDED AREAS I m 1 CONVENIENCE STORE: 1 PARKING SPACE PER 150 SF
s I ACCE1 %,; ' ' M t . I 1 1 ARE TO BE SERVED INTERNALLY
i
4I _ _ -. 5,000/150=33 REQUIRED
BAR �'�'► s S u \ ®4' I I 1 L • -I' --36� -f-12 I , 30 1 WITH NO ACCESS ONTO 33 PROVIDED
( R20 �� i I f- /..' 1 I DEPARTMENTAL RIGFI OF WAY. m GOIN' POSTAL STORE: 1 PARKING SPACE PER 150 SF
- �- .,1 __ I N - - p S•--�-r-I- i' I -� - T'�t..,"-- -I 1 EI�
& �" c'S _ _ _ _ I'...` J.�' .. • Ir PAVEMENT
ND OF I 1
STOP -
I\ I Ulm 20' PUBLIC SANITARY I I o i i GAS PUMP ISLAND1 - - - - - - - - - - - T J I I�
CENTERLINE �_ c SEWER EASEMENT _24' ,y° BA- I I Ih i /"" f (TMPj&GW/ BOLLARD I I 24' GRO55 .- till srleau'c:,,
I
( ) _ ACCESS N I poet Bunn
OF EX. DITCH L' - - -I - - PROTECTION ttP.
Iv • g, -- -=�L - =_.--L I i" 1 I I 4 - Io ywnr:I
J 36' r I _ 3H' - _ _ , ' - _ _ _ _ _ EASEMENT L TURN LANE SHALL FOLLOW Plans and sl rc 1 w 6 th1
1 � CONTROL • CORNER atormwater rues I w;:. I o I I D g' RIGHT -IN y I I THE CROWN OR SUPER OF I
-- i - IQUa
---,._ L _ - _ - - _ -- - -.-�.. LT' -I- - - - - RIGHT IN/ - - DI UBLIC
vE �Dn `" srOwlT SEWER I 1 ORTH CAROLINA STATE PLANE COORDINATES THE EXISTING ROADWAY py rmlt- lol2i, _ r _t c tr
atbr
r--Id IIr -1_ _' _ N
nksrrl c u - 7���� -Our a 1 �S• N(Y=5748,967.88 I 5
---�>IG -<.h1 F'lIC '.;I _ 'r' �1.r..1,4 _ �DRRIIV€�-- ,�\� L_ ---- fE�E _ _F Xi SnNG. %EASEMENT = I Shoat N-.-.k� ._ .�, ,/r,- L., Q PLINE .y I a-c
-- - LI -. T' _i1LI_ - - 0� --�� _�'',y --'I# �- `F- "' .T OU-GU-- :' -
ou ou-onerrA� 11 LL�aaTt --------r----��-------- 10' TYPE-'C'-LANDSCAPE BUFFER _J E(x) 1,987,641.05 I I1"_
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EX. 3" W/L -
1 4 111
GROUP-1 LAND USE CLASSIFICATION GROUP-3
I
I 1 I
VARIABLE WIQTHI '
ACCES$ATER
jy
EASEMENT,--� 1
BIO-RETENTION POND
SURFACE AREA 17,000 SF
BOTTOM OF PONDI
TRASH CONTAINMENT AREA
I I N 1 II I p LOT AREA 2.18 AC,
I I I I 1 TOWNSHIP ANDERSON CREEK
COUNTY HARNETT COUNTY
I I �AR�AREySERVEJJI 1 1 t 1, STATE NORTH CAROLINA
I I ORI�I FUTURE
1 -I E 1 I II
OWNER: l XANSION
1 T �I I , NC 28326
CAMERO
H MIS KIDS, INC
L� 1 3035 HWY 87 S
T I r s N
I : 20'DFjAINAGE, r HOLT OIL NCO.'i ''..J t` • 'I' �l
-�. . 17,09 CLI ON ROAD >j I ,,.._t:, 1, -
' & ACCESS,' I 1 �.; I \ PIN NUMBER 9584 78 8519
' EASEME� �AlETTEVFLLE, NO2831 1 I 1,. PARCEL ID 019594 0027 01
_PIN' gg5$84-78 85191' _ _ _ _I
/ 1S1�2 �T 2�r' j I DEED REFERENCE DB 2799 PG 217
12'x24' TRASH CONTAINMENT AREA \'"^y. I ZONING COMA
FENCE TO MATCH PROPOSED I \ LAND USE CLASSIFICATION GROUP-3
4
- - - - - T - J7 -STORE BUILDING EXTERIOR , r - - __
1 1 r COLOR. I LOT AREA 2.19 AC.
II I I 1 TOWNSHIP ANDERSON CREEK
accgsscArrfaR COUNTY HARNETT COUNTY
I • k` l a I
I f
STATE NORTH CAROLINA
P J j I OWNER: HOLT OIL CO.
SPADES I I \, 1709 CLINTON ROAD
It/ I I A FAYETTEVILLE, NC 28313
I s' � L ' I ';+r'. 1 18 � ` ` o', I I N /F
'AC UNITS'
17 T-i I OHM'S KIDS INC. LOT-3
m AIN: 9584-78-581
a I I no Im H 10 KIDS, �INC �s• I`.
I���ttt---���T--�--�T ■ Il 3035 HWY 81 s \Fv I % DB 874, PG 272 PIN NUMBER 9584-78-9533
1 1' 1 CAMERON, NC 28 26 \ ' PARCEL ID 019594 0027
I ZONING: COMA
x PIDB 2025 PG 12os �s� -_• 1 1� LAND USE: GROUP- DEED REFERENCE DB 2799 PG 213
-` $UTTE-A SUITE•8 I I� MAP NUMBER 2010 PG1735 I'.�I?
A `L' : , \ Imo 2.18 AC. I o ZONING COMA
eQj% o Jtt t I iZ i \ LAND USE CLASSIFICATION GROUP-3
1' 26' r-t8' « 2s'1 I N LOT AREA 2.11 AC.
o. m TOWNSHIP ANDERSON CREEK
m 1 �m v,
i COUNTY
�I HARNETT COUNTY
-18, I I ICU I\, I STATE NORTH CAROLINA
Iy l
BOLLARDS' Im 1 to OWNER: TRI-ARC FOOD SYSTEM
(TYP) / jai IA - - - I 901 JONES FRANKLIN ROAD
1 I I I RALEIGH, N.C. 27606
WATERSHED CAPE FEAR
Ic
CONCR�'f 5 ORAGE a EXISTING IMPERVIOUS 0 AC (LOTS 2 & 3).
SDEwuKI L 4-' _
F�I \ I I PROPOSED IMPERVIOUS 2.26 AC 53% (LOTS 2 & 3).
1 W/ PALOT �RpKG N y ACCESSIBLE .1 \ 1 I
I sro E6RONr � } ING PARKING REQUIREMENTS:
COANOPYAD SUB NCRETE/ I Z RESTAURANT: 1 PARKING SPACE PER 4 SEATS
99 4= 24.75 OR 25 REQUIRED
20'�.1 -i _ - NDERGROUND STORAGE I\w /
���•vvv �t,A�l - l:'�r '� '�'1�; I TANK AREA! I �D.� 60 PROVIDED
- i 1 I ANY PARCELS OR EXCLUDED AREAS I m 1 CONVENIENCE STORE: 1 PARKING SPACE PER 150 SF
s I ACCE1 %,; ' ' M t . I 1 1 ARE TO BE SERVED INTERNALLY
i
4I _ _ -. 5,000/150=33 REQUIRED
BAR �'�'► s S u \ ®4' I I 1 L • -I' --36� -f-12 I , 30 1 WITH NO ACCESS ONTO 33 PROVIDED
( R20 �� i I f- /..' 1 I DEPARTMENTAL RIGFI OF WAY. m GOIN' POSTAL STORE: 1 PARKING SPACE PER 150 SF
- �- .,1 __ I N - - p S•--�-r-I- i' I -� - T'�t..,"-- -I 1 EI�
& �" c'S _ _ _ _ I'...` J.�' .. • Ir PAVEMENT
ND OF I 1
STOP -
I\ I Ulm 20' PUBLIC SANITARY I I o i i GAS PUMP ISLAND1 - - - - - - - - - - - T J I I�
CENTERLINE �_ c SEWER EASEMENT _24' ,y° BA- I I Ih i /"" f (TMPj&GW/ BOLLARD I I 24' GRO55 .- till srleau'c:,,
I
( ) _ ACCESS N I poet Bunn
OF EX. DITCH L' - - -I - - PROTECTION ttP.
Iv • g, -- -=�L - =_.--L I i" 1 I I 4 - Io ywnr:I
J 36' r I _ 3H' - _ _ , ' - _ _ _ _ _ EASEMENT L TURN LANE SHALL FOLLOW Plans and sl rc 1 w 6 th1
1 � CONTROL • CORNER atormwater rues I w;:. I o I I D g' RIGHT -IN y I I THE CROWN OR SUPER OF I
-- i - IQUa
---,._ L _ - _ - - _ -- - -.-�.. LT' -I- - - - - RIGHT IN/ - - DI UBLIC
vE �Dn `" srOwlT SEWER I 1 ORTH CAROLINA STATE PLANE COORDINATES THE EXISTING ROADWAY py rmlt- lol2i, _ r _t c tr
atbr
r--Id IIr -1_ _' _ N
nksrrl c u - 7���� -Our a 1 �S• N(Y=5748,967.88 I 5
---�>IG -<.h1 F'lIC '.;I _ 'r' �1.r..1,4 _ �DRRIIV€�-- ,�\� L_ ---- fE�E _ _F Xi SnNG. %EASEMENT = I Shoat N-.-.k� ._ .�, ,/r,- L., Q PLINE .y I a-c
-- - LI -. T' _i1LI_ - - 0� --�� _�'',y --'I# �- `F- "' .T OU-GU-- :' -
ou ou-onerrA� 11 LL�aaTt --------r----��-------- 10' TYPE-'C'-LANDSCAPE BUFFER _J E(x) 1,987,641.05 I I1"_
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\ Q Lf) Ln %
Z� ?o
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EX. 3" W/L -
1 4 111
GROUP-1 LAND USE CLASSIFICATION GROUP-3
I
I 1 I
VARIABLE WIQTHI '
ACCES$ATER
jy
EASEMENT,--� 1
BIO-RETENTION POND
SURFACE AREA 17,000 SF
BOTTOM OF PONDI
TRASH CONTAINMENT AREA
-_
WALL TO MATCH PROPOSED
BOJANGLES' BUILDING EXTERfOR
-
M
-
•� 6" COND•
TRI-ARC FOOD S1
901 JONES FRANKLII
MATERIAL AND COLOR.
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CONTRACTOR NOTES
RELOCATED BY DEVELOPER.
9110 CONTACT FRANK WEST AT
486-1425TO
NC 24/87 ROAD WIDENING NOTE: I COORDINATE CONSTRUCTION 1 I I I 1, THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
EXISTING UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO
CONSTRUCTION. ANY CONFLICTS OR RELOCATION OF UTILITIES
NCDOT PROJECT NUMBER: I SHALL BE COORDINATED BETWEEN THE CONTRACTOR AND THE
NC 24/87 IMPROVEMENTS - LEXINGTON PLANTATION AND PLANTATION DRIVE U-TURN. APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY.
NC 24-87 IS CURRENTLY BEING WIDENED (BY THE WOOTEN CONSTRUCTION COMPANY) FROM 16201 WEST OF SR 2411 I 2, THE CONTRACTOR SHALL OBTAIN A COPY OF THE CURRENT
PLANTATION DRIVE TO EAST OF MELODY LANE (1.106 MILES). THIS ROAD WIDENING WILL INCLUDE GRADING & DRAINAGE, CURB i STANDURIDARDS
AND
USPECIFICCTION SPECIFICATIONS
PROJECT. REFER TO PRIOR TO AND
& GUTTER, PAVING, SIGNALS, SIGNING, TRAFFIC CONTROL, PAVEMENT MARKING AND EROSION CONTROL. 3. THE THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS
THE RIGHT TURN LANE SHOWN ON THIS DRAWING IS FOR THE FUTURE HOLT OIL GAS STATION AND BOJANGLES' RESTAURANT. I FROM HARNETT COUNTY AND NCDOT PRIOR TO UTILITY
CONSTRUCTION.
THIS RIGHT TURN LANE WILL TIE INTO THE NC 24-87 ROAD WIDENING PROJECT.
THE HOLT OIL GAS STATION CONTRACTOR IS TO COORDINATE ALL CONSTRUCTION ACTIVITY WITH THE WOOTEN
CONSTRUCTION COMPANY.
1 ALL CONSTA
NCDOT STA(
4. GC TO VERIFY RECE
ADMINISTRATOR AND
STRUCTURES AND PI
TO HARNETT COUNTY &
AND SPECIFICATIONS
CALL BEFORE YOU DIG(
CALL 48 HOURS MFORE YOU DIG
7-8004MZ49"
NORTH CAROYNA ONECALL CENTER
VARIANCE APPROVED: BA-V-02-10
FINAL PLAN - NOT RELEASED FOR CONSTRUCTION
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-1 1 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE `�°„1n) EC �"E ,d"
PROJECT
SHEET NO.
10-127
30F16

RUNOFF CALCULATIONS
Findinas
Pre Development 1-Year Storm Runoff -Area 1 -4.70 Acres
Q, = CIA
C = composite C
0.22 (4.61) 4.70
C = 0.22 (Grass) = 4.70 ac
C = 0.95 (Impervious) III
ac
Q, = 4.77 cis
CPo , = 0.22
I, = 4.611n1hr
A = 470 ac
Post Development 1-Year Storm Runoff - Area 1 - 5.39 Acres
Q, = CIA
C = composite C
= 0.71 (4.61) 5.39
C = 0.22 (Grass) = 1.77 ac
C = 0.95 (Impervious) = 3.62 ac
01 = 17.64 cfs
Cwmp = 0.71
I, = 4.61 inlhr
A = 5.39 ac
Stormwater Detention is required to reduce the Peak stormwater discharge to the Pre
Development for the 1-vear storm for
drainage area 1.
Post Development 1-Year Runoff - Area
1 Detained - 4.81 Acres
01 = CIA
C = composite C
0.77 (4.61) 4.81
C = 0.22 (Grass) = 1.19 ac
C = 0.95 (Impervious) = 3.62 ac
Q, = 17.08 cis
Camp = 0.77
11 = 4.61 inmr
A = 4.81 ac
Outlet Structure
The proposed storm structure will havethres 19' wide x 2.76" height opening at elevation
post development to restrict the discharge
of the 1-year storm.
2gh
= 0.6 (0.36) 64.4(0.5)
�I 0.6
1.23 cis
Post Development 1-Year Runoff - Detained =1.23 as X 3 openings as 3.69 cat
Post Development 1-Year Runoff -Area
1 Un-0etalned -0.58 Acres
Q, = CIA
C = composite C
= 0.22 (4.62) 0.58
C = 0.22 (Grass) = 0.58 ac
C = 0.96 (Impervious) = 0.0 ac
Q, = 0.59 cis
C.I,p = 0.22
I, = 4.61 iNhr
A = 0.58 ac
Total Post Development 1-Year Runoff - 3.69 cfs + 0.59 cfs - 4.28 efs
The Post Development 1-Year Peak Discharge Runoff (4.28 as) Is leas than the Pro
Development 1-Year Peak Discharge (4,77 eft).
Required Stomas to Reduce Runoff to 4.77 cfs
S = (Q,, - 0.) x 5 min x 60 seamin
_ (17.64-4.77)x5x60
S = 3,861 a Required Storage
Provided Pond Storage
1451 x 117' W x 0.23' D Pond
S = 3,902 of
Pro Mvel t 1 Year Storm Runoff
-Area 2-1.78 Acres
Q, = CIA
C = composite C
0.22 (4.61) 1.78
C = 0.22 (Grass) = 1.78 ac
C = 0.95 (Impervious) = 0.0 ac
Q, = 1.81 cfs
C„mp = 0.22
11 = 4.61 iNhr
A = 1.78 ac
Post Development 1-Year Storm Runoff
- Area 2 -1.09 Acres
01 = CIA
C = composite C
= 0.22 (4.61) 1.09
C = 0.22 (Grass) = 1.09 ac
C = 0.95 (Impervbus) = 0,00 ac
Q, = 1.11 cis
C,pmp = 0.22
11 = 4.61 inlhr
A = 1.09 ac;
The Bio-Retention Pond is sized for the following volumes of stormwaler runoff.
• Runoff volume from the first inch of rain for entire drainage area:
4.81 ac = 12,746 a
• 1 Year Storm for the entire drainage area being captured 4.81 ac = 3,902 of
pre Development
10-Year Runoff at FES
942 location
Q,°=
CIA
C = composite C
_
0.35 (7.22) 0.80
C = 0.22 (Grass) = 0.66 ac
C = 0.95 (Impervious) = 0.14 ac
Q,°=
2.02 oft;
Cramp = 0.35
I,, 7.22 iNhr
A = 0.80 ac
-
post Development 10-Year Runoff at FES
$42 location
Q,o=
CIA
C = composite C
=
0.69 (7.22) 0.80
C = 0.22 (Grass) = 0.29 ac
-
= 0.95 (impervious) = 0.51 ac
C ( p )
Q,a=
3.99 cis
C,pm, = 0.69
110 = 7.22 iNhr
A = 0.80 ac
-.. ..-_:_ 1, _.._._ Anr- :•~x,�.� W:fs.:. Wr -'e'_Y-� yy- UKIVEWAY_
- - - EXIST. OUTSIDE .P OUTSIDE
XIST OUTSIDE
Pro Dewloomentl0-Year Runoff at FES W21 co atlon NOTE:
Q,6= CIA C = composite ____ PRE -DEVELOPMENT .�-
I ,
-. 2 +00 - -_ .� xINSIDE E0.2_ - __. - -_- -- _ ,
0.40 7. 4.24 C = Paso (partially cleared land) = taz ac DISCHARGE TO THIS POINT • _ - _ _ _ _
-" _- - - - - - I� INSIDE E.O, P. ~
- c m,=0.40 1.69 AC. X ho-7.22 X - 1 0 ? - � -- - -
n, ,2.z5as 110 = 7.22iNhr NFR�L= _ -__ -_ (VARIABLE WIDTH RR ).'r - __ _
A = 4.24 ac C-.40= Q10=5.98 CFS - - -- 16+so _.8+00 - - -17+5 i t 7+ - - A-'/-� _ _ _ - - _ - v F _� ---\'
16+50 --. ,3 0o z so z o0 11+50
B10-RETENTION POND SIZING STORM SEWER DESIGN (0 CIA) 10-irR STORM
NOTE: LUCAN: 9584 & J2861 P UNITED STATES OF DRAINAGE AREA AND RUNOFF PIPE DESIGN
RIP RAP DISSIPATOR / PRE -DEVELOPMENT PIN: 9584-87-2861 I AMERICA - US ARMY
11' W x 22' L (MIN,) ;,; /
24" DIA. CLASS 8 STONE`1 DISCHARGE TO THIS POINT ZONING: RA-30 I CORPS OF ENGINEERS RUNOFFAREAs,G RUNOFF FROM TOTAL
TO DEPTH OF 36" ON I 4.24 AC. X Ito-7.22 X LAND USE: GROUP-1 PIN: 9573-63-2220 (SIMPLE METHOD PER BMP MANUAL 2007) INLET AVGC I �� PPE NO. �O"" MINPREV. TO IYA.
FILTER FABRIC C-.40= Qio=12.3 CFS NO" rtEr PIPE PIPE SLOPE
V-9.7 FPS ; POST DEVELOPMENT -- -s9 - - ZONING: RA-30 0,95 0.22 TOTAL O„
GENERAL CONTRACTOR - ACM LAND USE: GROUP-1 IMPERVIOUS: 3.62 AC.
TO ENLARGE DISSIPATOR DISCHARGE TO THIS _ --_ - "--- - - - 0.38FES 48 0.17 0.12 0.29 0.65 7.22 1.36
17 CFS VARIABLE WIDTH 20'DRAINAG
POINT-Qio=26.E f PERVIOUS: 1.19 AC.
" SOUTH OF
TO 15' W X 30' L l ACCESS EASEMENT -ACCESS 3n TOTAL BIO-RETENTION POND DRAINAGE AREA:4.81 AC.
- - f COMPUTED PL
yl-EASEMENT N 60'19'10' W 201.99' _o- _N_60°19 10" Vd-399.73' IMPERVIOUS PERCENTAGE. 75% FES 46
HARDIN, ANN� M 24° RCP i -15 -TYPE LANDSCAPt BUFFER__ -- q� --- -� --- Rv = 0.05 + (0.9 X IA) 1
___ ,,z-- --- - - _ _ - ---- - ---- - �_ Rv = 0.05 + (0.9 X 0.75 = 0.73 ----- -
PIN: 9584-8$'-617$ ', -- ~--%-------� F _ - r - ) FES 44 0.25 0.10 0-35 0.74 7.22 1.88
ZONING: RA-3,0 4.' I "- ERM FES 38 i .I_ - -- _ - _ I I _- �. 4� I N
# -- I) I I I V= 3630 X RE) X Rv X A
LAND USE: GROUP-1 FESI I 1 o ES NOTE- `L 1 I ° V 3630 X 1" X 0.75 X 4.81 12,746 CIF 4a�2 Ise 136 3z3 t5" 050
I#21 i N I #40 FUTURE DRAINAGE TO 11-. \ p- _ = FES
# CO 4" s° 1 FES 40 IS Qio=3.45 CFS. I I 12,746 CIF ®9" DEPTH = 16,995 SF
1' YI 4 ----- Co I # I I
�-_�--"---- THIS ALLOWANCE IS FOR
3:1 SLOPE ON INSIDE O 6 SCHEDULE 40-PVC CONNECTED I THE TOTAL AREA OF
AND OUTSIDE OF - / \ - 4" PTO STORM STRU TORE i I I _ I', FES 40 0.48 0.10 0.58 0.82 7.22 3.45
n ___ RIP RAP DISSIPATOR w x 5' L LOT-2 TO BE 80X I I 1 REQUIRED POND SIZE = 16,995 SF
BIO-RETENTION POND - �i' , --- I 'I USE 3" qA. CLASS STONE PROVIDED POND SIZE = 17,000 SF FUTURE STORIVIMTER DISCHARGE INCLUDED AT FES 40 4038 3.45 0.00 3.45 15" 0.50
_ ---
I- C II \ a4" uN 15° RC O IMPERVIOUS. I I v 1. ,
CO" `` C DER I- '1 TO DEPTH OF 9":'ON FlLTER FABRIC
TOP OF BERM �,, CU %� (rra. I 'I v=5.a FPS SEE STORM CHART. I I I' . FES 3a
ELEVATION=365. _ a I \ CC, \ 0` \4". \\ --) 1- -I
VARIABLE WI
I I RIP RAP DISSIPATOR D , •� v 1 POND RISER ANTI -FLOATATION
STORMWATER \ ` C� I I T W x 9' L
\ \ � 1 I 1 6" qA CLASS B S �� I I \ `I /► G 36 0.41 0.02 0.43 0.92 7.22 2.85
ACCESS I .I s z1 I \ \ �� ��� �� TaNE 2D'DRAINAGE : HOLT OIL CO. ; 'Y. ` CALCULATIONS RIP RAP DISSIPATOR 0 1 1 TO DEPTH OF IV ON & ACCESS - 1709 CLINTON ROAD -,, n 1 j FUTURE DRAINAGE TO \1 I 3634 2.85 0.00 2.85 15" 0.50
5' W x 6' L EASEMENT. CI, al I \
18 .r
m I of .1" \4" \ 4. ��4• )-i I I FILTER FABRIC EASEMENT �'FAYETT9584 , 8- 2831i3 I I I JB 32 FROM LOT-1 IS \s I
USE 6" qA CLASS A - I 0 f4 \ \ I _=7.5 FPS _ - _ - - - _ PIN: 9584-78-8519 _ _ _ B. _ _ _ # ` - G 34A020
0.15 0.90 7.22 0.98
STONE o ES zl 'I'i610-R TENTIQN POND ' FES L�40 I " 756 2T9�5 P�2T7-' H I Qto=6.29 CFS. THIS ` _ I ` BUOYANT FORCE =WEIGHT OF WATER X
TO DEPTH OF 9' ON 3 " N 2.19 AC. ALLOWANCE IS FOR 1 /2 DISPLACEMENT VOLUME OF STRUCTURE 3432 0.98 2.85 3.82 15" 0.50
FILTER FABRIC to I �SURFAOE ARE ,OOO S��4 30� - I " w x `i, , = OF LOT-1 TO BE 's �I F = 62.4 PER CUBIC FOOT X STRUCTURE (4'
VI FPS I a I BOTTON#oF PON�36z.5o \ I UDE V 1�9 - - I CAPTURED AND ROUTED _ X 4' X 8') JB 32 1.07 0.81 7.22 6.29
--------r----
c FES 6\ ' J TO THE 810-RETENTION '� F = 7,988 LBS
FUTURE STORMtNATER DISCHARGE INCLUDED AT J632 3230 6.29 3.82 10.12 18" 0.50
v1 "# \ \FES 18 32 Ij POND 080% IMPERVIOUS. �I
0 l 1 15 ISCO COb # cC0 - # 1 5' THE REMAINING "" _ - '.I WEIGHT = 4' BASE + 4' RISER FES 30 1 1 1 7.22 0.00
363 C RCP 18" RCP " P RAP DISSIPATOR, 5' W x 5' L, USE 3f qA. CLASS A STONE a�1 RCP IMPERVIOUS AREA WILL W = 5,244 LBS + 4,044 LBS
W= 9,288 LBS
L - - - - - - - - - - - - - - - - - - - - TO DEPTH OF 9" ON FILTER FABRIC, V=44 FPS NEW I .
'0 BIO RETENTION POND ON
15" 1 P I THE WEIGHT OF THE STRUCTURE IS GREATER Cl 2e 7 z2 t 37 28-26 1.37 0.00 1.37 15" 0.50
FES LOT-1 AS INDICATED.
I m '3ae] CI#34 SEE STORM CHART. 1 THAN THE BUOYANT FORCE.
] .9
_ I RCP A' T, I I ro.4 w
:3s7 2 I I FES 26 7.22 0.00
#$ ',� 1 I noe 1 14 , 3e9
17
n u
I i _ "
T- ,
�jL. � ` B _ARC L0 3 CI 2 � � '! of r-t, � •-.I Clcl za o.40 0.00 0.40 0.95 zzz z.7
IS' m 6] 5"., - SYSTE
901 JONES FRANKLIN OAD # ( I 15"
15 I I RCP: ss I I H 35 KIDS, INC 3, I 2422 2.75 0.00 2.75 15" 0.50
/ 3035 HWY S7,.S
{...- ppANLEI N.CC. 276po55 ' I _, h I , ( Z
II GO , y e. - P 9584-)8-9533 RCP `„' I I I 310 ~, 3io:eo' - " CAMERON, NC 28326 �. , ._ I Dlacz t.o' 3a 1.9% z.00 G 22 0.27 0.04 0.3i 0.88 7.22 1.92
cO - IDS 2799 PG 213 ,.
<tl z.11 AC. I I i --- --' ; ._______ I I= 15 PIN: 9584-78-6705 \„�" 1 I� Ditch2 1.0' 3d tsx zoo
112 22-20 1.92 2.75 4.66 15" OA0
5"�I 367. 1 _ - __ ' :_ $uiT>,A suLT� a _.. 1 h RCP / !MAP NUMBER 520 0 PG. 735 P..�IA
.I. r 1 Iv / ! 2.18 AC. r CI20 0.21 0.01 0.22 0.92 7.22 7.46
I rr Ditch t rase o.zz o.om
y Gf � ., . vy 4 I . _ _ COIN' HC1LT fill. _.___--- O - ,o Ditch 2 3s3 0.20 0.033
o - I I 20-18 1.46 4.66 6.12 18' 0.60
JB#1 I Z / Ded9 3.83 0.33 0.032
of 15'RCP � \ CI / ____._ I I0 � I IM, FES 18 7.22 0.00
L / fl ' CONC. A \ DhN,1 0.35 0.73 1.87
ml �I ei'6 s.a #22 i F.F.E.3971b0 RIFE.�710 -TURNDOWN I h � � I I Ditch 0.49 1.23 2.70
I 1 7o ss Ira/ 1 Dfld,3 0.56 1.51 2.58
v
# to : �, I ,aiy __�lPEWALK - i �, I 0.95 7.22 0.69
�I CI# 1, ,. �.r,,� ,�r,'Y I to G 16 0.10 O.00 010
>. r V1 Ritrharks
ml ;,, I d CON .I v _-- `- /r '� \ Dibh1 0.22 JtO Net Slade 16-10 0.69 0.00 0.69 151, 0.50
WI 1$' 36ss TiJIW-I ,: to eo 1m BEGIN TRANSITION) \ I Ditch 0.5e s Sode
J f
al G DOWN I:: }�' I4of 11A TO --- I CI8 7.22 0.00
a I 1F S/W I Sr1 '4.� 1] ! SIDEWALK- I 1
N 370.2
r ( gi i .,- . -NJ .,`, } : , Iy-CI#36 \•`.\ I� I CONTRACTOR NOTES: CI14 0.25 0.06 0.33 0.77 7.22 1.84
3,040 SQ.FT- 15" : ! 7 r lE 1 - L - _ ,-' 14-12 1:84 0.00 1.84 15" 0.50
PARKING I RCP' - / / Cl 12 0.16 0.00 0.16 0.95 7.22 1.10
r7 ' m ROe 310.90 FLW 369. `
h (I 37 SPACES I s- - - - �- - -i .-F - I 1. THE CONTRACTOR SHALL VERIFY THE
�P05SIBI E I I 1t y' 'f ONCREFE I j_ I o I LOCATION OF ALL EXISTING UTILITIES 12-11 1.10 1.54 2.94 15" 0.50
-, ��! _WELL. (� c �� - CI# t, BEGIN TRANSITION , - :./,: SIDEW/jLIC FLUSH - I ••� - (ABOVE AND BELOW GROUND) PRIOR TO JB 11 7.22 0.00
- �,N - II _ 24 ; I TO TURNDOWN w/ PARKING LOT,, I I CONSTRUCTION. ANY CONFLICTS OR
r F.F.E.=37q.30 I SIDEWALK ALONG STOREFRONT 11-10 0.00 2.94 2.94 15" 0.50
I ,e I )'z RELOCATION OF UTILITIES SHALL BE
! I.5n.zo .- ,� NDERGROUN I to COORDINATED BETWEEN THE CONTRACTOR JB10 7.22 0.00
I I �
' I I , -.. _ - D STORAGE I W
1= 9
369 20'� :(--0 1 �.q - ca a,-.1" TANK AREA, 0 AND THE APPROPRIATE UTILITY COMPANY
I I I y - 10-6 0.00 2.94 2.94 15" 0.50
_U AND/OR AUTHORITY.
M I ` Cl 8 0.13 0.00 0.13 0.95 7.22 0.89
2. THE CONTRACTOR SHALL OBTAIN A COPY 8b 0.89 2.94 3.83 1 15" 0.50
OF THE CURRENT STANDARDS AND
--9 SPECIFICATIONS TO REFER TO PRIOR TO FEss 7.22 0.00
ou AND DURING CONSTRUCTION OF THE
PROJECT.
TO uDEPTH OF 22" ON .. w s69. - -- Y- I L
'- - - - - . �j>t 303S, I� " �1 I SIORETENT10N POND UTILIZED FOR ABOVE GROUND
FILTER FABRIC ��� r I _ I 3, THE CONTRACTOR SHALL OBTAIN ALL
ZONE: 2 V=6.67 FPS - �' N FE, 042 W, / �- � - � - - - - - - - - - -I - DETENTION -INLET RESTRICTOR USED TO REDUCE
ry <� 20' PUBLIC SANIT RIP RAP I / i ,^,/ T APPROPRIATE PERMITS FROM HARNETT 4-2 1o.to 0.00 10.10 18" 0.70
USE "TYPE-B" RIP RAP i!; 'SEWER EASEME NV.-367.2 I / DITCH 2 7'• I I - 24' CROSSe 1
OUTLET. SEE DETAIL tt� - - �• 69.4 - - - / SYNTHETIC UNEff 1 � i I N 1 YR STORM
DISCHARGE TO PRE-0EVELOPhENTFLOWRATEFORTHEI-
-i� COUNTY AND NCDOT PRIOR TO UTILITY
THE GRADES INTO NC 1` I 3],. - 1' �`'- - -L I 3'x. EASEMENT L 1 CONSTRUCTION, FES 7.22 0.00
24/87 ROAD WIDENING I 7 - : 36 1 I I m - -'' ]z•o0 36'� I - - - - - - - - - - - 4. GC TO VERIFY RECEIPT OF FINAL PLANS WITH
- .- ; I ',: ! 1'' "� 1 � • JB =JUNCTION BOX
IMPROVEMENTS �J I I I - I o t2O` PUBLIC 1 PROJECT ADMINISTRATOR AND CIVIL ENGINEER
--- -- - - L "' - - -
s 1 t. - - - - I l_ - SANRARY SEWER PRIOR TO ORDERING STORM STRUCTURES AND C - 0.95 = IMPERVIOUS CI - CURB INLET
- - - - -- - -I- - - - - FE5 WI 1 I JUTE ET LINER I
t�� _.- o, ! - - TH TIC NER y - - - - - -� -,-I' - - - - TELFP bNE $ SANITARY
I ��` C = 0.22 = GRASS / LANDSCAPED FES = FLARED END SECTION
�Z2.3.49�F[ - FOE rpi -- STING Nv._ Tait FES# 10' 1YPE '- LANDSCAPE -BUFFER
ILLBi3AR - - -- NV = 7r. - - -
- L' _ 48'_ 7 4,pg �S qO'U 19� Z
_ --- -_ - �� f -..--_ ---..- .-..-..-..- --_-
1 _L
----z-=1�- th"_W/L _x�'^'p1T_ ,
I '10° E L
J
t 12 AI N+58 T TIE GRADE% INTO NC
BEGIN
--
- WIDENING
IMPRONaMENTS
TURN
flLTO14r._ _ i
S '
- - - - ---TRAFFIC
NC 24/87 ROADNEW E PW�SIGNALS " FXIRTIN(;
STQRM--GATE _ END RIGHT TURNS ->/ - 5 4 - --- ----
STRUCTURE NO. 114 \ - - _
LAN,E 11LSTA:
" 02 LF' 15 �S#44 i >_
�t19#65 {, I V.=368.5 ��" �x_T�AEFIc 104 LF -
RCP®,.27%- �, - "
\ SIGN'A.L 15 RCP
POST DEVELOPMENT
DISCHARGE TO THIS
_ _ -
- -- _" YI
oo 15 SO- _ " t5+qo
r -- - to+Do- _ - t� -
+ -
Post Development10-Year Runoff at FES W2locatton
I
POINT-Q10=5.70
i ;� , -"_
-'-
----- - - - RIP RAP DISSIPATOR
_ -
Q,6= CIA C = composite
(�' - -----'
NOTE THE POST
�\ �_ -
.'- -% 4' W x 7.5' L
= 0.80 (7.22) 4.53 C = 0.22 (Grass) = 0.91 ac
0.95(Impervious)=3.62
DEVELOPMENT DRAINAGE
THE NEW
-'_-__--=- )„_
6" DIA CLASS 8 STONE
-- -� OF 22" ON ''
INslo V ram--
F-y`-
C = ac
- -"
AREA INCLUDES
.
.'" TO DEPTH
Q,6= 26.17 as c,,,,,,=Paso
_.�.
ROAD WIDENING BUT THE--'
, -� FILTER FABRIC
110 = 7.22 inihr
Yi - ,. -SD
DRAINAGE WAS REDUCED
Ex15T>-�--"%
O rs!cE E.aP--=-
- ZONE: 2 V=4s6 FPS_
•TYPE-B"
PLANTATION DRIVE U-TURN
-
A = 4.53ac
TO 1.36 AC.
,. -•.
C7\ Yi -
_ - _ USE RIP RAP- - -
-" -
_ -
_
-SC--- _o
... _ - _ OUTLET. SEE DETAIL
_
--
-- --
The bioretention pond is being utilized for detention of the 1-Year storm. This will also reduce
Y SEn R urJEw -
��--a-��__ --
--c
_.. ,_ _ -
_.. --
- -
- - -EXI.
�
�
- � S - +V -�-- --
" f m t0-Year storm dfachar a will overl0 the 1-
__
- `-`•
-- _ --
"
� -- _ _ _
1
---
_._,._- -. _
-
_
_ - " - ,.
EXISTING
A mono a _.... u - _ -- the 10-Year stone. 9 P - _ --
the tlischa afar -
PO �', -
r9 -5-._ - -- -- - - - - _ Year storm restrictor opening and exit the pond through the main openings in the storm riser 5. _--
,structure. However the velocity dissipater for FES rig to be sized to accommodate the Post- - ; - - - S.`Y = _ . - __- _ _ - _ - - Nv I3 37D 10
- -- ' 1= �-- � - -_ _ $D -mom-sD--�--_ � 5 iNV BU'F-�69.83
REBAR TRASH RACK TOP. RACK
TO BE HINGED ON ONE SIDE FOR
ACCESS TO BOX. THE RISER
STRUCTURE WILL SERVE AS THE -
POND OVERFLOW DEVICE AND THE
HIGH FLOW BYPASS SYSTEM.
3:1 SLOPE (MAX.)
TYPICAL FOR INTERIOR &
EXTERIOR OF POND,
4' X 4' INSIDE
STRUCTURE
19"W x 2-3/4" ht. OPENING
ON 3 SIDES.
I N V. OU T= 358.5-
24' RCP
TO
NOTE:
THE SEASONAL HIGH WATER
TABLE IS NOT KNOWN. NO
GROUND WATER WAS
ENCOUNTERED AT A DEPTH
OF ±350.00'
sA zi...ron-r
--SS'-`'S-
.7
INLET ELEV. 363.48 (DETENTION)
INLET ELEV. 363.25 (BIORETENTION) 36zs6 I TOP=371,63 i -EXIST SsMH
15"INV.IN=368.80 RIM 374.01
FES NV IN: J61.41
15"IN'LOVT=368.61
c� --"-----_-".--- SMH NC 24/87 ROAD WIDENING NOTE:
f EXIST 5363
/-\�-TRIM 377. 31 11
/ NV O 3662
WV OUT 362.96
- i - T -- T - NCDOT PROJECT NUMBER:
NC 24/87 IMPROVEMENTS - LEXINGTON PLANTATION AND PLANTATION
DRIVE U-TURN
PLANTING
SOIL
MEDIA
P
MENT
SYSTEM
N
CAPPED CLEANOUT
THE SOIL MEDIA USED IN BIORETENTION POND SHALL BE
THEREERE ARE ARE RIP RAP
DISSIPATORS AT EACH OF THE 5
NC 24-87 IS CURRENTLY BEING WIDENED BY THE WOOTEN
O1
UNIFORM AND FREE OF STONES, STUMPS, ROOTS OR OTHER
DIFFERENT POINTS THAT
DISCHARGE STORMWATER INTO THE
CONSTRUCTION COMPANY) FROM 1620' WEST OF SR 2411 PLANTATION
DISS PATOR __ " - _
--RCP
SIMILAR MATERIALS GREATER THAN 2 INCHES. IT SHOULD BE
BIO-RETENTION POND.
THE DISSIPATORS ARE SIZED PER THE
t�-
A HOMOGENOUS SOIL MIX OF 85-88 PERCENT BY WIEGHT
VALUE AND VELOCITY OF THE STORMWATER DISCHARGE. ONCE
DRIVE TO EAST OF MELODY LANE 1.106 MILES). THIS ROAD WIDENING
)
BOTTOM OF POND ELEV. 362.50
SAND, 12 PERCENT FINES (SILT AND CLAY,) AND 3-5
TH"TORMWATER HAS DISSIPATED OVER THE RIP RAP IT RUNS
WILL INCLUDE GRADING & DRAINAGE, CURB & GUTTER, PAVING,
sop
PERCENT ORGANIC MATTER (PEAT MOSS.)
ONTO THE GRASSED PORTION OF THE BIO-RETENTION POND.
SIGNALS, SIGNING, TRAFFIC CONTROL, PAVEMENT MARKING AND
BIORETENTION
POND
PLANTING
UNDERDRAIN
SYSTEM
TIE 6" SCHEDULE 40
PIPE
Z
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-
THE BIORETENTION POND SHALL BE SODDED (NOT SEEDED)
THE UNDERDRAIN SYSTEM OF 4" SCHEDULE 40 PVC SHALL
EROSION CONTROL.
PVC COLLECTION
BOX
4" PVC UNDERDRAINS
z
o
WITH GRASSES FROM NCDWQ. USE CENTIPEDE SOD.
HAVE A MINIMUM SLOPE OF 0.50%. A MINIMUM OF 4 ROWS OF
THE RIGHT TURN LANE SHOWN ON THIS DRAWING IS FOR THE FUTURE
INTO YARD INLET PLANTING
INVERT IN=358.7 SOIL
IN #57 STONE.
MINIMUM 0.5% SLOPE.
a
N _J
n
BMP MANUAL TABLE 12-1. SOD SHALL NOT HAVE BEEN
PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF
HOLT OIL GAS STATION AND BOJANGLES' RESTAURANT. THIS RIGHT
TIE INTO 6" PVC
CULTIVATED IN IMPERMEABLE SOIL SUCH AS CLAY. SOD TO
THE PIPE AND THE PERFORATIONS SHALL BE PLACED 6"
FILTER FABRIC
BE PLACED ON INTERIOR OF POND TO TOP OF BERM. THE
ON CENTER WITHIN EACH ROW FOR THE ENTIRE LENGTH OF
TURN LANE WILL TIE INTO THE NC 24-87 ROAD WIDENING PROJECT.
COLLECTION PIPE.
OUTSIDE SLOPE OF POND BERM CAN BE SEEDED WITH AN
THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8 INCH IN
THE HOLT OIL GAS STATION CONTRACTOR IS TO COORDINATE ALL
-;
APPROPIATE GRASS TO STABILIZE THE SLOPE.
DIAMETER. THE UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF
,-1
CONSTRUCTION ACTIVITY WITH THE WOOTEN CONSTRUCTION COMPANY
raa��
SHOUT N BIORETENTION -�
AREA
BIORETENTION POND SECTION
NOT TO SCALE
W
2 Q
W Q Z
BOTTOM OF STONE 00 V)
ELEVATION=359.500Ln
tl
GRAPHIC SCALE
40 0 20 40 so
I inch 40 ft.
3 OF WASHED #57 STONE ABOVE AND ON EACH SIDE OF THE PIPE.
ALL CONSTRUCTION TO HARNETT COUNTY &
NCDOT STANDARDS AND SPECIFICATIONS
VARIANCE APPROVED: BA-V-02-10
FINAL PLAN -NOT RELEASED FOR CONSTRUCTION
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-1 1 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01 -21 -201 1
CAD FILE :,CDrm-,tsr'i¢caMm+os"wminxc_"
PROJECT
SHEET NO.
10-127
4 0F1 6

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VARIABLE WIDTH ZS- 20'DRAINAGE TD 0.38' 'SOUTH OF
ACCESS EASEMENT ACCESS r -� - - - - /� - 9'10" W 754
- - - - - - - - - - - - N F_ _. , -28' - - {3 sEMENT'- N 60°19'10'; W 201.99' (3j COMPUTED PL N 60°19'10" W 199.73' _ N 60°1 - - -
/ N 60° 10 W 198,
HARDIN, ANNA M + ` +' + + + + - + + y
+ +
��� ������� _ - - ������� I�� = - - - LANDSCAPE CALCULATIONS:
PIN: 9584-88-6178 = - _
ZONING: RA-30
TD ZS I♦
LAND USE: GROUP-1
+ I FRONT SCREENING wI CALCULATIONS (NC HWY 24�7) 400.70 LF-72'(DRNEWAYi>°328.70
R 30
F OF
LEGEND �I I 3 I I o Olm ( ) 328 / 30 H 10.95 OR ALIPER R1 14 LARGE GE ING MATURINGTREE PETREES LREQUIRED FRONTAGE
19I IG-� le �I \ 11 LARGE MATURING TREES PROVIDED 0 A MINIMUM SIZE OF 2 CAL. INCHES
SYMBOLS LINETYPES 191 LJ
X FENCE I (32) SHRUBS REQUIRED TO SCREEN ALL PARKING ALONG THE PUBLIC STREET
O Ex. IRON PIPE/ROD OR NAIL {94) 10 MI
195' OF PARKING SPACES - 20' SAN. SEWER EASEMENT / 4' APART = 43.75 OR
❑ EX. CONCRETE MONUMENT - Ou - OVERHEAD UTILITY I I'" + _ 9I 01 44 SHRUBS REQUIRED
• NEW IRON PIPE W WATER I' I 44 - 18-INCH HIGH EVERGREEN SHRUBS ARE PROVIDED TO SCREEN THE PARKING
O CALCULATED POINT - ss - SANITARY SEWER I ALONG THE PUBLIC STREET RIGHT-OF-WAY
I®- _ i
© CABLE PEDESTAL - SD STORM DRAIN AS EAST CInG DanOFRN wl IFFFR Ogg 3g LF - 24' RNEINA a 434.38 LF
❑T TELEPHONE CABLE/PEDESTAL VARIABLE WIDTH CENTIPEDE SOD FOR INTERIOR
ABBREVIATIONS 3 LOT-2 I TYPE 'A' BUFFER REQUIRED
❑E ELECTRIC PEDESTAL STORMWATER I - + OF BIO-RETENTION POND ( ) HOLT OIL CO 1 LARGE MATURING TREE PER 30 LF
0 FIBER-OPTIC MARKER DB DEED eooK ACCESS I 20'DRAINAGE _.. >,` 434.38 LF/ 30 = 13.83 OR 14 LARGE MATURING TREES REQUIRED
170H CLINTON ROAR
❑S TRAFFIC SIGNAL BOX PB or BM PLAT BOOK / BOOK OF MAPS EASEMENT. _ I & ACCESS / I• 14 LARGE MATURING TREES PROVIDED
EASEMENT _;�'AYETTEVILLE, NC 28 13
0 WATER METER N/F NOW OR FORMERLY �I _PIN: 9584-78-851 _ _ _ EVERGREEN SHRUBS 0 5' APART ALONG THE ENTIRE PROPERTY LINE
FIRE HYDRANT Pg. PAGE - o; -13 2-%99 PC-2T ® I 434.38 LF / 5' = 86.88 OR 87 SHRUBS REQUIRED
IXI VALVE (WATER OR GAS) SF SQUARE FEET I BIO-RETENTION POND ARo 2.19 AC. ® I AS 87 SHRUBS PROVIDED
�S SANITARY SEWER MANHOLE Ac. ACRES �- ;` SURFACE AREA 17,000 SF ( ) '- - - - , - - - - _ - _ - - (7)
- I BOTTOM OF POND=362.50 I I ulcer clnc DanacrtTv BUFFER 475.00 LF - BO' RNEWA • 415.00 LF
+ 3 i
TYPE 'C' BUFFER REQUIRED
0 SANITARY SEWER CLEANOUT R/W RIGHT-OF-WAY {I ATE ROUTE_ (�R ' 1 LARGE MATURING TREE PER 30 LF
STORM CURB INLET NCDOT NORTH CARONCSR NORTH LINAODEPT. OFLINA TTRANSPORT TRANSPORTATION I 1 ICB I 1 AR - � AS \ /
_ __
DRAINAGE INLET (w/ GRATE) I AS i i� 415.00 LF/ 30 = 14.48 OR 15 LARGE MATURING TREES REQUIRED
Q STORM DRAIN MANHOLE R/W RIGHT-OF-WAY `= I I (j) O I -.- 15 LARGE MATURING TREES PROVIDED
Ex. EXISTING ( ) (� $) I I (j) •ICB _ _ 5 EVERGREEN SHRUBS PER EACH LARGE TREE
UTILITY POLE Z� I + - I i` 3 I• 15 TREES X 5' = 75 SHRUBS REQUIRED
RCP REINFORCED CONCRETE PIPE \\ �
LAMP POST ( ) L------------ ----- ' ( )
PVC POLYVINYL CHLORIDE PIPE I - O ICR 75 SHRUBS PROVIDED
-0- SIGNAL POLE �I O ICB ;' 0
(M) MEASURED-� 9 10 P. AS r ICB
.I, GUY WIRE I O• --" 0 92 (SIDE BUIFTIM) .27 LF
-
(P) PLATTED I 00000000 LP 0000000 • O I I O O. (8) 1 1 ( )
( ) (rJ) ml TYPE A BUFFER REQUIRED
g SIGN POST I I + I �,- \,, �',� \\\ `'� ____ LP O 'I
(D) DEED I � .� _.--.---
asg PROPOSED LIGHT POLE LP uGHT POLE \ �, \ � � 1 LARGE MATURING TREE PER 30 LF
\ _ - -- A 380.27 LF/ 30 = 12.67 OR 13 LARGE MATURING TREES REQUIRED
13 LARGE MATURING TREES PROVIDED
r, L 3 / I E ENTIRE PROPERTY LINE
9 °'
EVERGREEN SHRUBS 0 5' APART ALONG THE C.
i _ „ - ® I� LOT-1 380.27 LF 5' = 76 SHRUBS REQUIRED
GO :[ TRI-ARC FOOD SYSTEM ♦� H M'S KIDS, /
I'7 901 JONES FRANKLIN ROAD aR I 76 SHRUBS PROVIDED
- s• I RALEIGH N.C. 27606 1_� ' _ • ! 3035 HWY 8 7
r�r�I PIN: 9584-78-9533 (�); ..� I CAMERON, NC -
d DB 2799 PG 213 -- I I M
-- 2.11 AC. kI1LP , �- I _ : -- I! PIN: 9584-78 (DRIVEWAY & FRONT/REAR BUFFER) = 420.52 LF
�I SUITE -A SUITE.I3 O D DB 2025 PG TYPE 'C' BUFFER REQUIRED P
I _ -' OI I� MAP NUMBER 1 LARGE MATURING TREE PER 30 LF
J �I � w, -
- COIN' HOLT OIL _ ♦ • 420.52 LF/ 30 = 14 LARGE MATURING TREES REQUIRED
,ILI- ' POSTAL C-STORE 1 ■ 0 I 14 LARGE MATURING TREES PROVIDED
® I� 5 EVERGREEN SHRUBS PER EACH LARGE TREE
IV 14 TREES X 5' = 70 SHRUBS REQUIRED
`rl �I LIP (5) 1` ' I I F.F.E.-371.50 F.F.E.=371.50` 70 SHRUBS PROVIDED
L PARKING LOT LANDSCAPING
N 1 LARGE MATURING TREE PER 10 PARKING SPACES (3° CAL. TREES MIN.)
_ _..___. 110 10 = 11 LARGE MATURING TREES REQUIRED
+ / 1 t • IC I - - - _ 11 ARLARGEGE MATURING TREES PROVIDED
LJ ® h 2 SHRUBS PER 10 PARKING SPACES
(93) i 1 rT� NV IC P I _'-Lp - - LPo 110 / 2 = 55 SHRUBS REQUIRED
j Nu I 4 v I 70 SHRUBS PROVIDED
AR I I J ' -'{ • I • 65% OF PARKING LOT TREES TO BE LARGE SHADE TREES
LP
- I 9) 8 LARGE TREES PROVIDED
�I I 3,940 SQ.FT,
TD f . 60 PARKING
SPACES I'
Pt, IBLE (7)- AS I • I
WELL + _ I 1
�I F.F.E.=370.30
TREE & SHRUB PLANT LIST
TREES
Symbol
Quantity
Botanical Name
Common Name
Caliper
Height
Root
Location
AR
19
Acer rubrum
Red Mae
2" min.
B&B
Parking tree
OP
11
Quercus phellos
Willow Oak
2" min.
B&B
Street Tree
TD
14
Taxodium distichum
Bald Cypress
2" min.
B&B
Buffer tree
AS
18
Acer saccharum
Sugar le
2" min.
B&B
Parkin uffer trees
ZS
1 13
IZsIkova serrate
I Japanese Zelkova
4" min.
B&B
Buffer tree
LI
1 3
1 Lagerstroemia indica'Natchez'
Natchez' Cra rile
1" min.
6' min.
B&B
I Parldng Tree
Symbol
Quantity
Botanical Name
Common Name
Caliper
Height
Root
Location
ICR
97
Illex comuta'Rotunda'
Rotunda Holly
16,
3 Gal
Buffer/4' O.C.
IV
37
IlexvomiWa'nana'
Dwarf Yaupon Holly
18"
3Gal
Parld 4'O.C.
ICB
78
Rex comuta'Burfordii Nana'
Dwarf Burford Holly
18"
3 Gal
Buffer/Parld W O.C.
LJ
163
Li ustrum japonicum
Japanese Privet
18"
3 Gal
Buffer/4' O.C.
Ic
88
Rex crenata'Rotundifolia'
Roundleaf Japanese Holly
18"
3 Gal
Buffer/4' O.C.
Vwrr rr. v��r • rr �.�. �.
CALL 46 HOURS BEFORE YOU D16 N ¢_� SEWER EASEMENT AN
( PUBLIC SANITA47) (1) (�) 1 IIc P ICB I ICR 24' CROSS'
/� / `/ ✓
:' :j Q � n,i� n� I I
O' (�) I (5) 6 ( (7) AR - I SS N 1
-sooaaaea4s - - - - - - -I _ 26 (5) \ _ ACCESS
NORTH CAROLINA ONE4ALL CENTER + f -- �_,L
I I 0 F ® 1� I I EASEMENT
I 36 I ® 36; - - - - - CONTROL/CORNER
ICB _ AS
o00 00000000000em . % III � i mP•.� 20' Pueuc NE COORDINATE
- _ (1 H O ( EWER _
_ 1
- - - _- _
NORTH CAROL4NA STATE PLANE S
r t ,-- - - - - _ 000000 DODO 0000000000 0
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- _ _ N
LET --- - - - - - - - ELEP ,UrdE EASEMENT
S
car
'J - -- xISTING \ _1' 10 TYPE_'C'_LANDSCAPE BUFFER E(x)=1,987,641.05
-- "al �,, - - i " F-D
` I = J!+F ---_ \,i� r fiFLF2Uv -OU---QIJ-- OU -o
- ClINB- - T =T1 _0°19 1 /
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-,. ❑INV 44 - - - M - UNDERgRD W - - �✓ .- - - - - - _ - VJ ---- - --- -- Vb -- ----- ---
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I�END,
- �. _
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- -- \ END,'RIGHT TURN - „i _ - - -_ -' =� - "=# "' v u �� �' W W -EX
r_ *-M LANE A-LSTA:-
- X. - -
-
1 RA F FP, - - -
SIGNAL
BOX --LANDSCAPE MAINTENANCE NOTES:
-
/
- --
i
-- -- 20+oa - ._ - - - -
-_-- -- ; , � _ __ OSURVEY
-- - _ -19 �Q_ _ _ ---- _
19+00 15+50 -_ __ 4 CONTROL-i - -%�rS ( ("Vl1R�FIGLL E WIDTH 1 f�/ilil)_ 1. OWNER SHALL BE RESPONSIBLE FOR:
L
17+50
- 1 6 00 15+50 - - 15+ THEMAINTENANCE F REQUIRED Y
KEEPING AWNS MOWED, LALL EPLANT DMAINTAINED SB
16+50
w _ --_ -- - DISEASE FREE, ALL PLANTING BED GROOMED AND KEPT
1 -
-- 76 cn _ WEED FREE(EXCEPTIN AREAS OFPRESERVEDEXISTING
5"I�370, NATURAL VEGETATION (I.E., THICKETS), AND KEPT FREE
- �` FROMTRASH, DEBRIS AND OTHER OBJECTIONABLE
TC)Fc
LL J co , o GRAP_HIC--S€A1E MATERIALS;
Q m �
Z = 1"" L { - - - -- �•-- ���� THE REPLACEMENT OF ANY REQUIRED PLANTING, WHICH
---
---- (N --__-_ IS REMOVED OR DIES AFTER THE DATE OF PLANTING,
0 Q- a ! Y v 'C - ,[1 1 inch = 30 ft SUCH REPLACEMENT SHALL OCCUR DURING THE NEXT
- �; P_ _ _ [i --- _ _V _ - `;IJ Y \ PLANTING SEASON AND, THE REPLACEMENT OF ANY
Q N kN __ _ _-�__ -` TREE IN A TREE SAVE AREA WHICH IS REMOVED OR DIES
__
- -_--__ ,-- Iz�l Itil1 M1kY �E v9ER IIN l•'V_..____ V,t- _.
-- -- - - AFTERFAPPROVALFPRESERVATION
S -- --�� - _ W ___ _ _ _ __. _ - _ __ __ __ -� --__ _ -- _ _ LANDSCAPE PLAN, SUCHREP REPLACEMENT SHALLOCCUR- - ---
�. �., - __ _�ta-tis-------- _ ----- DURING THE NEXT PLANTING SEASON.
- - -
Z SS SS -_`- - - -- - 5' INV IN-37D 16
�r ! r - -- _._- -- -- --SJ - SS -- -�i ..-- -- _. _ •�-`'D------SLi- --- 17'IPIV. OUT=369. 8., --
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iIJL I. - __- �a ` �S - .- -. .. _SAN T4Ri" SE wE 1MJ'_-
/ hlNl i6=.37 L F �. YI - .ter
INV IN 6, TGF=_61 UU ALL CONSTRUCT TO HARNETT COU & VARIANCE APPROVED. BA V 02 10
T INV ()Ul. i,. Cil 1`> I'V `v IIJ -'LLS -EX YI
TOP_66. 91 �- 7 -�-- - ----- ,
I .i INb GI 5�,i1 G EX YIJ _
U) +"' ; 16,,,N•,'I,T 11 15'INVIN 365.25 TQP=37D74 - -- < ' - NCDOT STAND RDS AND SPECIFICATIONS FINAL PLAN - NOT RELEASED FOR CONSTRUCTION
II 15"INV.OIJI-364.64 I 15'INV N=367.82 Ex- Y'I EXIST. SSMH --" ---- ---- _--�- -_
TOP=371.r-- -
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AT JOB SITE.
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE :1r,�T$T'27 CROMWDEi1-16
xxcAn
PROJECT
SHEET NO.
10-127
5 0F1 6

END SILT VARIABLE WIDTH 20 DRAINAGE 0.38' SOUTH OF
FENCE ACCESS EASEMENT &'ACCESS 5ti ° „ - --
N 60°19'1 C�� W 198,28' ` EASEMENT _ N 60 19 -10 W 201.99 I COMPUTED PL L� N 60`19 10 --W-_..199.73 LN 60°19 10 W 754.89
H A R D I N, A N N A M !,� SILT FENCE _ �� /11
Skimmer Basin
/ Ste -(TYPICAL) _ _ 15 _TLP_E -A LANDSCAPE BUFFER
PIN: 9584-88-6178 _ I ! . F-: - ' --- '�F'_� - 5�=--y�=-"_.._ � rs __- --, _ _ - _ ----- � � \ �4, � � ( Okay
ZONING: RA-30 - III I ;
LAND USE: GRQUP-1 1� r 5'WIDE BERM I
zl \ 04.6 Disturbed Area (Acres)
�I
- I N I \ � I I ' 15.6 Peak Flow from 10-year Storm (cis)
LIMITS OF
DISTURBANCE i 32.0' 2' 22.8' I �I { 8280 Required Volume fl
i I I I t II 5070 Required Surface Area ftz
LEGEND
SYMBOL LINETYPES
O EX. IRON PIPE/ROD OR NAIL -X--' FENCE
❑ EX. CONCRETE MONUMENT - DU - OVERHEAD UTILITY
• NEW IRON PIPE - W - WATER
O CALCULATED POINT _SS - SANITARY SEWER
© CABLE PEDESTAL - SD - STORM DRAIN
TELEPHONE CABLE/PEDESTAL ABBREVIATIONS
UE ELECTRIC PEDESTAL
❑F FIBER-OPTIC MARKER DB DEED BOOK
IMSS TRAFFIC SIGNAL BOX PB or BM PLAT BOOK / BOOK OF MAPS
D WATER METER N/F NOW OR FORMERLY
Yf FIRE HYDRANT Pg. PAGE
DQ VALVE (WATER OR GAS) SF SQUARE FEET
O$ SANITARY SEWER MANHOLE Ac. ACRES
Q SANITARY SEWER CLEANOUT R/W RIGHT-OF-WAY
❑ STORM CURB INLET NCSR NORTH CAROLINA STATE ROUTE
DRAINAGE INLET (W/ GRATE) NCOOT NORTH CMOUVA DEPT. Of TRANSWATION
STORM DRAIN MANHOLE R/W RIGHT-OF-WAY
�J UTILITY POLE E. EXISTING
LAMP POST RCP REINFORCED CONCRETE PIPE
SIGNAL POLE PVC POLYVINYL CHLORIDE PIPE
.L GUY WIRE (M) MEASURED
SIGN POST (P) PLATTED
(D) DEED
'L yp PROPOSED LIGHT POLE LP LIGHT POLE
III _ Io�I SILT FENCE I ,I / L 50.3 Suggested Widthft
Iu I �` I - 0) 100.7 Suggested Length ft
, ICY I TYPICAL) � . ' I I ONE HALF OF THE FUTURE.' - � � �, � ,
I I I I I�� IMPERVIOUS AREA FROM" I
L - - _ _ I -I - - LOT-1 WILL BE DIVERTED { 115 Trial Top Width at Spillay Invert ft
z AND TREATED IN ,THE N 145 Trial To Length at S IIMwa Invert ft
CONNECT al 's� P 9t P Y
VARIABjE WIDTH 1 SEDIMENT BASIN dl dl i I "'`;
SKIMMER TO I L�T� BIO-RETENTION ;POND ON 3 Trial Side Slope Ratio Z1
STORMWATER j II BAFFLES. SEE S o;' I
STRUCTURE / I I HOLT OIL CO. LOT-3, \ 2 Trial Depth ft (2 to 3.5leet above grade)
ACCESS I INSTALLATION DETAIL 20�DRAINAGE Qt�:' �� I I I•,
SEE DETAIL I I 1709 CLINTON ROAD THE -RFrMAINING IMPERVIOUS \ 103 Bottom Width ft
EASEMENT - Ian w 40.36 SHEET SHEET 12 OF 15 I I 1 I DITCHDIVER
EASEMENT AYETTEVILLE, NC 2831 3 v[( ;' SILT FENCE
AREA �1VILL BE TREATED',,IN ; �. I I 133 Bottom Length ft
1 °� 12 OF 15 I LI- - - - - I (TYPICAL) ANEW BIG -RETENTION \3' z
PIN: 9584 78 8519 : 13699 Bottom Area ft
--�^T- -
1 o � BI - NTION POND / I I b �B 2 19 P�2T�'- - - - - - I I POND ON LQT-1 AS I , -a a
30326 Actual Volume
fl Okay
SURFACE AREA 17,000 SF 1 /TFN 2.19 AC. i wDICATED 16675 Actual Surface Area ft2 okay
BOTTOM OF POND=362.50 I r - - - - - - - - I 8V I 10 Trial Weir Length R
I v
I } 2 Trial Depth of Flow ft
I, I PROPOSED BLOCK & I 7 I � I '- I
GRAVEL INLET PROTECTION �I / �I 84.9 Spillway Capacity cfs Okay
(TYPICAL) I i - -
: ,I /
2.5 Skimmer Size (inches) Skimmer SizSILT FENCE 63 (') 0.208 Head on Skimmer (e) (Inches)
7
P I j, 2.5 Orifice Size (114 inch increments) 1.5
4.61 Dewatering Time (days) 2
I I I PROPOSED I Suggest about 3 days 2.5
DIVERSION
I I i GI \ I I 43 RAVE INLET
PROTECTION
1­7 LOT-1 \ I 5
RI -ARC FOOD SYSTEM ,
901 JONES FRANKLIN ROAD �, ( I I Im O H MIS KIDS, INC
RALEIGH N.C. 27606 ' I I I _- In i ! 3035 HWY 87..5 - Z 6
\PIN: 95A4-78-9533 ,.
D6 2799 PG 213 CAMERON, NC 28�26
v 2.11 AC. k �. I -_.._. n PIN: 9584-78-6705
LP,' I i �' h DB 2025 PG 112 �`� ILD
I
'Par I - s�o A HO�rEo � I� VARIABLES
_ I� USED TO SIZE SKIMMER BASIN
is o II \ 1. i POSTAL C-STORE �z STORMWATER INTENSITY-10 YR-24 HR=7.22 IN/Hit EROSION CONTROL NOTES:
I I% o TIME OF CONCENTRATION- 5 MIN. DURATION
1. ALL LAND DISTRUBING ACTIVITIES SHALL BE CONDUCTED IN
1~ LP % i - �� C-NACU - 0.40 ACCORDANCE WITH HARNETT COUNTY AND NCDENR STANDARDS.
�I1 Y"�• / i F.F,9.=1i71.50 F.F. =371.50 ! Im 2. THE DENUDED AREA IS 4.6 ACRES.
NOTE: BIORETENTION POND TO N 1��1 - -- W SKIMM R BASIN CALCULATIONS 3. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
BE USED AS A SEDIMENT BASIN ml I T I Ic DRAINAGEAREA =5.39 AC. MAINTAINED IN PROPER WORKING CONDITION DURING
wl / '��/} Im DENUDED AREA =4.6 AC. THE PERIOD OF CONSTRUCTION.
DURING ROUGH GRADING. I o I 1 i� STORAGE AREA =4.6 AC. X 1800 =8,280 CF. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
Z, QRo=CIA 0.40 X 7.22 X 5.39 =15.6 CFS EROSION CONTROL MAINTENANCE.
ONCE SITE IS STABILIZED I �QI i LP I MIN. SURFACE AREA =15.6 CFS X 325 = 5,070 SF
I ZI i j <_ (j r I BASIN A EA =115' W X 145' L=16,675 SF EROSION CONTROL
II I R
CONVERT TO BIORETENTIOFOR
I 'o giL 1' / 1 I BASIN DEPTH = 2 FT CONSTRUCTION SEQUENCE
11 STORAGE PROVIDED = 33,350 CIF
POND. SEE SHEET 12 OF 15f I
I 3,940SQ.FT. .. y RISER STRUCTURE TO SERVE AS EMERGENCY OVERFLOW 1, OBTAIN GRADING APPROVAL LETTER FROM NC DENR.
SEDIMENT BASIN DETAILS. al - 60PARKING 1 1 I STRUCTU E. 2. CALL TO SCHEDULE A PRE -CONSTRUCTION SITE MEETING WITH
>- III 1 SPACES l .. .
FLOW
fL I �- �N. :7 _� FLow _i 3 CLEARING AND GRUBBING SITE TO INSTALL EROSION CONTROL
HIGWPOINT n
BEGINENVIROCLEEAR AL
4ti'f i I IrEti)L
L. I,I���I 1 I II MEASURES.
SILT
TALL 4, N T FENCE AND CALL FOR INSPECTION.
I INSTALL
li I� II F.F.E=370.30 - - I ; ,- I 5. INSTALL CONSTRUCTION ENTRANCE.
6. BUILD SKIMMER SEDIMENT BASIN TO DIMENSION OF 810-RETENTION POND
ALONG WITH RISER STRUCTURE AND OUTLET PIPE.ATTACH SKIMMER TO
CONTRACTOR NOTES: I
/ II RISER.
- - J 7j • 1 ' I I 7. INSTALL TEMPORARY DIVERSION DITCHES TO SEDIMENT BASIN.
I STORMWATER C 8, PROVIDE GROUNDCOVER ON ANY EXPOSED SLOPES WITHIN 21 CALENDAR
1THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
I / = W I CONTROL i .'1 ® ` f' I I I DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING: PERMANENT
, _ '-,
L J
EXISTING UTILITIES (ABOVE AND BELOW GROUND) PRIOR TO 1� III i----_-_-_-- IMNNTENANCE� I I I I i ROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR
ACCESS , I i I G
CONSTRUCTION. ANY CONFLICTS OR RELOCATION OF UTILITIES I I LP ,' 'I- . I, 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
SHALL BE COORDINATED BETWEEN THE CONTRACTOR AND THE 36 I EASEMENT I ' >
APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY. 1 ~III / I'.' DEVELOPMENT,
I CONSTR CTION OR
ITS F INSTALL STORM STRUCTURES.
U
' IM 0 I 9 S TO S R
oo.o, wNO' 1, . I . t L 4 ISTURBANCE
THE SHALL 10. INSTALL UTILITIES, STORM PIPES AND REMAINING DRAINAGE STRUCTURES.
2 STANDARDSAANDRSPECIFICAATIONS COPY OF
TOHPROR TOAND_E-\\A���_ I /-- - - - -- I _ I_ _ - I I ® IiI I ! 11. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES AT LEAST ONCE
DURING CONSTRUCTION OF THE PROJECT. } \ - '- _ - - - - - - I `
NIW \ - - _ - � LP I I i . L.. ^ �- � - -,� - - - �I - J:: j �' I � PER WEEK AND AFTER EVERY RAIN.
3. THE CONTRACTOR SHALL OBTAIN ALL APPROPRIATE PERMITS w r I _ _ L' I I - - 12. REMOVE SEDIMENT FROM SEDIMENT BASIN WHENEVER IT IS HALF FULL AS
AS
FROM HARNETT COUNTY AND NCDOT PRIOR TO UTILITY ¢ ¢ 20PUBLIC SANITA I / �- 13 BEGEIN ROUGHCGRAD GRADING.
CONSTRUCTION. V SEWER EASEME
_ 2, CROSS 14. ONCE SITE IS STABILIZED (PARKING LOT PAVED), REMOVE ANY SEDIMENT
4. GC To VERIFY RECEIPT OF FINAL PLANS WITH PROJECT 11 20 - _ = - - - ._ ' I , ACCESS `� AND CONVERT SEDIMENT BASIN TO BIORETENTION POND.
ADMINISTRATOR AND CIVIL ENGINEER PRIOR TO ORDERING STORM L I i I Jc - - _ EASEMENT 15. INSTALL PARKING AREAS AND FINISH GRADES.
I ��
CTRUGTURES AND PIPE. (, I i 36 �I I I 36 I / 16. AFTERFINAL APPROVAL REMOVE SILT FENCING, INLET PROTECTION, AND
--- - ��
-- '
LIMITS OF 'I I I I I I 20 PUBLIC
ANY OTHER REMAINING EROSION CONTROL MEASURES.
- - - - - LP LP SANITARY EWER 17. WITHIN 21 DAYS AFTER CONSTRUCTION IS COMPLETE, STABILIZE ANY
DISTURBANCE - - - - - _ - I l- -
^r - - --I---I--- _____ VEGETATION AS
I
I REMAINING DISTURBED AREAS AND EXPOSED SLOPES WITH
I
- - L r - - z TELEP ONE j EASEMENT SPECIFIED ON SHEET 6, EROSION CONROL DETAILS. RE -SEED AS
LI.._ --- -
--ou- 07
- , ��GCSTAI- - j F �T�N - 10 TYPE C LANDSCAPE BUFFER NECESSARY TO MAINTAIN ADEQUATE COVER
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_ _ GRAPHIC SCAB-�_-___�__-__ _ - - __ _ _ __ - -- ALL CONSTRUCTION TO HARNETT COUNTY & EXIST ""'" VARIANCE APPROVED: BA-V-02-10
( IN I'IU I.,%. i [ `-;2 IN £ IN V J E Y fl _._-. _-_-. ,I _ - _ •� RIME 377.3i
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II ,ri INv UII I o51.06 "IN 'V/.IN v -5 LIMITS OF TOP=370,74 T = _ r - 1_ NCDOT STANDARDS AND SPECIFICATIONS T fFINAL PLAN -NOT RELEASED FOR CONSTRUCTION
II 15IN `✓.OUT 364.E4 DISTURBANCE Il; IS'INV-IN=3b7.82 EX. 'fl- EXIST. 1SMH T ----- -- T -
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE:` Av'a WA-HSTcWMWn
PROJECT
SHEET NO.
10-127
7 0F1 6

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- - , ---
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TOC=TOP OF CURB
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STORM DRAINAGE PROFILE FES#6 - CI#16
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VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=30'
TOC=TQP OF CURB
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STORM DRAINAGE PROFILE FES#18 - CI#24
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=30'
372
371
370
369
368
367
366'
365
364
363
362
361
360
359
358
357
2+00
CONTRACTOR NOTES:
THE CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL EXISTING UTILITIES (ABOVE AND BELOW
GROUND) PRIOR TO CONSTRUCTION. ANY
\ \ CONFLICTS OR RELOCATION OF UTILITIES SHALL
BE COORDINATED BETWEEN THE CONTRACTOR
AND THE APPROPRIATE UTILITY COMPANY
AND/OR AUTHORITY.
THE CONTRACTOR SHALL OBTAIN A COPY OF
0 P ` / 60 ° THE CURRENT STANDARDS AND SPECIFICATIONS
/ + °\Q•' g Boa \ 9,p ' \ TO REFER TO PRIOR TO AND DURING
eP•` ° �� r\�� CONSTRUCTION OF THE PROJECT.
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�C�P �� �F / THE CONTRACTOR SHALL OBTAIN ALL
�O h �l �P / \• �e� o �Sce p APPROPRIATE PERMITS FROM HARNETT COUNTY
(
Jp ° 0�R AND NCDOT PRIOR TO UTILITY CONSTRUCTION.
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STORM DRAINAGE PLAN FES#30 - CI#36
VERTICAL SCALE: 1 "=3' HORIZONTAL SCALE: 1 "=30'
STORM DRAINAGE PROFILE FES#30 - CI#36
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=30'
CALL BEFORE YOU D101
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VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=30,
1 inch = 30 ft.
372
371
370
369
368
367
366
365
364
363
362
361
360
359
358
357
0+00 0+50 1+00 1+50 2+00
VERTICAL GRAPHIC SCALE
3 0 ,•5 3 6 STORM DRAINAGE PROFILE FES#6 - CI#14
1 inch = 30 ft. VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=30'
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FES#26 - CI#28
VERTICAL SCALE: 1"=3'
HORIZONTAL SCALE: 1 "=30'
372 372
TW=TOP OF' CUR
371 --- r sir --- 371
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369 369
368 �- 368
367 - 367
366 RIP L'!RAP! W 366
365 DIS$IPATO 365
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VERTICAL SCALE: 1"mT HORIZONTAL SCALE:1"=30'
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STORM DRAINAGE PLAN
FES#38 - FES#40
VERTICAL SCALE: 1 "=3'
HORIZONTAL SCALE: 1 "=30'
372 ---- , 372
TOC�TOP OF CURS
371 371
370 370
369 '- - 369
368 368
367
PROPOSED 367
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365 DISSIPATOR 365
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STORM DRAINAGE PROFILE FEW - FESM
VERTICAL SCALE: 1"m' HORIZONTAL SCALE: VW
ALL CONSTRUCTION TO HARNETT COUNTY 8
NCDOT STANDARDS AND SPECIFICATIONS
2+50
3+00
372
371
370
369
368
367
366
365
364
363
362
361
360
359
358
357
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VERTICAL SCALE: 1"=3'
HORIZONTAL SCALE: 1 "=30'
367----
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366
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365
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STORM DRAINAGE PROFILE FE92 - FE94
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE:1"=31T
I VARIANCE APPROVED: BA-V-02-10
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4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-1 1 REVISED
STORMWATER CALCULATIONS,
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE :TS 1-16
,w 'sT'27 C "auwS %DV 4q
PROJECT
SHEET NO.
10-127
9 OF1 6
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MAINTENANCE REQUIREMENTS FOR SEDIMENT
AND EROSION CONTROL MEASURES.
SKIMMER SEDIMENT BASIN
Maintenance Inspect skimmer sediment basins at least weekly and after each significant
(one -hall' inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is
flowing underneath or around them.
If the skimmer is clogged with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and down and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is clogged; if so remove the debris.
If the skimmer arm or barrel pipe is clogged, the orifice can be removed and
the obstruction cleared with a plumber's snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs
with fabric that spans the full width of the spillway. Check the embankment,
spillways, and outlet for erosion damage, and inspect the embankment for
piping and settlement. Make all necessary repairs immediately. Remove all
trash and other debris from the skimmer and pool areas.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
BLOCK AND GRAVEL INLET PROTECTION
Maintenance
Inspect the barrier at least weekly and after each significant ('i2 inch or greater)
rainfall and make repairs as needed.
Remove sediment as necessary to provide adequate storage volume for
subsequent rains.
When the contributing drainage area has been adequately stabilized, remove
all materials and any unstable soil, and either salvage or dispose of it properly.
Bring the disturbed area to proper grade, then smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
SEDIMENT FENCE
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly.
Remove sediment deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take care to avoid
undermining the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the
area to grade and stabilize it after the contributing drainage area has been
property stabilized.
CONSTRUCTION ENTRANCE
Maintenance
Maintain the gravel pad in a condition to prevent mud or sediment from
leaving the construction site. This may require periodic topdressing with l-
unch stone. After each rainfall, inspect any structure used to trap sediment
and clean it out as necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
Maintenance inspect temporary diversions once a week and after every rainfall. Immediately
remove sediment from the flow area and repair the diversion ridge. Carefully
check outlets and make timely repairs as needed. When the area protected is
permanently stabilized, remove the ridge and the channel to blend with the
natural ground level and appropriately stabilize it.
OUTLET STABILIZATION STRUCTURE (RIP RAP
Maintenance Inspect riprap outlet structures weekly and after significant (1 /2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken place,
or if stones have been dislodged. Immediately make all needed repairs to
prevent further damage.
TYPE - A
PIPE OUTLET TO FLAT AREA
WITH NO DEFINED CHANNEL
TYPE - B
PIPE OUTLET TO WELL-
DEFINED CHANNEL
PLAN VIEW
PLAN NEW
L.
RIP RAP
STOE­----�
SECTION A -A
FILTER BLANKET -
OR FILTER FABRIC.
°4
EARTH BERu-
REBAR TRASH RACK TOP.
WORT ROPE DN RACK TO BE LANCED ON
ME TO PREVENT ONE SOE FOR ACCESS
sAGIaNGI
STAKE
SUPPO
ME
IN
'HOG LASE ATTACHED
TO POSTS LAM LENGTHS
OF UK
BAFFLE INSTALLATION - STEP 1
NOTES
I. DRIVE 5' STEEL POST AT LEAST 24' INTO
SCUD GROUND.
2. USE STAPLES V APART HORIZONTALLY AND VERTICALLY
TO ATTACH THE FABRIC TO ME HIM IRE.
1 SPACE THE RAFFLES ACCORDING TO TIE APPROVED PLAN.
4. ME FLOOR OF THE BASIN IN THE OUTLET ZONE AND
DERNS SHOULD BE SEEM WMDIATELY AFTER THE BASIN RISER STRIA
IS CONSIRUCTFp. TO SERVE A
EMERGENCY
...
OVERFLOW
$TRUDTIXE.
1`A1 R MESH OR
S SIMILAR. STAPLED
INTO
O BOTTOM AND SCE.
MOTION
BS
B is the length of the riprap
apron.
2. d=1.5 times the maximum
stone diameter but not less
than 6'.
3. In a well-defined channel ex-
tend the apron up the channel
banks to an elevation of 6'
above the maximum tailwaler
depth or to the top of the bank,
whichever is less.
4. A filter blanket or filter fabric
shoWd be installed between
the riprap and soil foundation.
CITY OF RALEIGH
CENTRAL ENGINEERING DEPARTMENT
BASINS DATE: 7/3/00 DRAIN BY: JTB
CULVERT
OUTLET
PROTECTION
STD # 40.27
SEEDING SCHEDULE
PERMANENT DIN - SHOULDERS. SIDE DITCHF .COP (MAX. 3:1)
DATE TYPE
PLANTING RATE
AUG. 15 - NOV. 1 TALL FESCUE
200 LBS./ACRE
NOV. 1 -MARA TALL FESCUE
200 LBS./ACRE
AND ABRUZZI RYE -(NURSE CROP)
25 LBS./ACRE
MAR. 1 -APR. 15 TALL FESCUE
200 LBS./ACRE
APR. 15-JUN, 30 HULLED COMMON BERMUDAGRASS
15 LBS./ACRE
PERMANENT SEEDING - SLOPES (3-1 TO 2- 1)
AUG. 15-NOV,1 TALAL
A
AND SERICEA LESPEDEZA (UNHULLED, UNSCARIFIED)
60 TO 70LB S/
NOV. 1-MAR.1 TALL FESCUE
200 LBS/ACRE
LL AND SERICEA LESPEDEZA (UNHUED, UNSCARIFIED)
60 TO 70 LBS/
AND ABRUZZI RYE
25 LBS/ACRE
MAR. 1-JUNE 1 TALL FESCUE
AND SERICEA
200 LBS ACRE
LESPEDEZA (SCARIFIED)
40 TO 50 LBS/
MAR. 15-JUKE 30 WEEPING
/50CLSS/
ANDSERICEA LESPEDEZA (SCARIFIED)
40 TO
MAR. 15-JUNE 30 HULLED COMMON BERMUDAGRASS
15 LBS/ACRE
AND SERICEA LESPEDEZA (SCARIFIED)
40 TO 50 LBS/
TEMPORARY SEEDING
JUKE 1-SEPT. 1 TALL
BRONTITOP MILLET •(NURSE CROP)
3�LBS�CREE
OR SORGHUM-SUDAN HYBRIDS '(NUR SE CROP)
30 LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
-NURSE CROP/TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON
FOR DESIRED
PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW
OVER 12•
IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
Al,TEMPORARY DIVERSION BERM/ DITCH
F�oI IJ
DEFINITIONA TEMPORARY RIDGE OF CDMPACTED SOIL LOCATED AT ME TOP OR BASE
OF A SLOPPING DISIRED AREAWLET PIPE ,,o 1FU> I. M DIVERT STORMRUNOFFFROM HIGHER DRAINAGE AREAS AWAY FROM
0A.ES
0UNPROTECTED SLOPES TO ASTAA ZED OUTLET;
a90OR
I 11 Z 2. TO OVERT SEDIMENT -LADEN RUNOFF MGM A DISTURBED AREA TO A
0 SEDWENT TRAPNNG FACNUTY.
1-CONDITIONS MMERE PRACNCE APPLIES
y4. ` q U WHEREVER STORMWATER RUNOFF MUST BE TEMPORARILY DIVERTED TO PROTECT
MDISTURBED SLOPES OR RETAN SEDIMENTS ON SIZE DURING CONSTRUCTION.
TIN ET lliONEEE 351L o q ,b AREA MASTSE - TEMPORARY DIVERSION BERM/ DITCH
ACCESSIBLE FORA. MACHINE COMPACTION OF ALL FILL 15 SECURED. OVERSKNS SUFFIOENT TO DIRECT ALL
'pI,A,WSEDIMENT- LADEN STORNWATER INTO A SEDIMENT CONTROL DEVICE MUST BE INSTALLED
NCE
STST CHAMBER p' ' ❑ H € ❑ "r:.'e;.•! • J PNOI TO CLEARING k GRUBBING OF THE AREA (lN IN CONJUNCRIN LAM DINS
zx a 0 =IOPERATION I�OIMENT CONTROLS a DIVERSIONS ARE INSTALLED AS EACH OMRCAL
SO6ACE AREA oII-11M- POINT IS REACHED).
IIIId B. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERA110NS.
ECOND • , j DIVERSONS SHOULD BE SEEDED k MLCHED IF THEY ARE REMAIN M PLACE OVER JOHAMBER 25% • • 111110 DAYS.a SURFACE , Oor 0. CHECK DEVICE AFTER EACH RAIN. BUT ONCE A WEEK REGAROESS. REPAIR AS
REA °°•pyD,•De_NECESSARY.
w NATURAL GROND 011 FELL OR CUT SLOPE •r3 = I 'g IIII < Hz•Mw.
SLOPES: I I T 18 YN
2:1 MAX.(TYP.) 1B•MIN.
PERSPECTIVE VIEW z
22� q�Yl' ins Lyy go Q COMPACTED ALL
5' HT. STEEL POST Lg>N,i J� Sy 7 a Y BERM DITCH
N
U
QIY �I }pFyp�Iffi5�, € o,>t{ AGM F -1 NATURAL GROUND OR FILL OR CUT SLOPE
NN Fl W 'aO�OSo� €,H �f�o m 2'MN. FLOW
o ,6,' O COMPACTED FILL
37
o TOP OF BAFFLE SHOULD BE 4' d14g ME B -�-
u BELOW MAN THE TOP OF FENCE AND FABRIC i S IevIN.
f*lm \ \ BFAu BURIED IN TRENCH F °`•m3�kQlj�,B g;� niFi iL,Ao
? Z CUT 6' SLITS N TIE CLEAN CUT WHEN U �O,{{y,m TH i�Q �{ `Gu o
n RICE FABRIC WTHA SEDIMENT BEACHES 1{�EI"W �Su t- SsLX��DI BERM/DITCH
FENCE
ALONG ME THIS �RT Ss bs € Y � €�' ON CITY OF RALEIGH CITY OF RALEIGH
Dm MVFTA'OU 1I ER ISOIIARE B6^O, FRE ALLED � o �Lb, NI{36?oti 'R 9T2 w PUBLIC WORKS DEPARTMENT RITES: CENIRAI ENGRIEEPoNG DEPARTMENT
OF ME HOG WINE COMPACTED U OyM S1y qEEy �j bi WWC -N m REVISIONS W: Z/NM our Nlc Mp POSITIVE GRADE MUST BE APPROVED TO ASSURE ORAKVGE, REMS01/B 2 >/a/°° our NN: m
m VERTICALLY AND Zi .So,w�7, m hh' OC i.- O IXW AAXNF li SLOPE EXCEEDS M. SEED S MULCH DIVERSION. TRY NOT TO
f•t t HORIZONTALLY. t�3s�2'Hci MI ��Fg F BLOCK AND GRAVEL EXCEED 5x ( HIGH VELOOTES RESULT). MAXIMUM DA. -5 ACRES DIVERSIONTEMPORAR
m BAFFLE INSTALLATION - STEP 2 a8^<ff <W � Ild 55 H o DROP INLET PROTECTION WITHOUT SUPPORTING CALLS. !INVERSIONS AT ME TOP OF SLOPES BERM/DITCH
o BAFFLE SECTION - .. Z MST EMPTY INTO AN APPROVED SLOPE OWN.
STD. k 40.32 BERM/DITCH IS MST COMMONLY USED. 0 40M
8' MAX. SCHEDULE 40
YIN. 10 GA. VARIABLE AS DIRECTED BY THE ENGINEER PVC END PVC VENT PVC PIPE
JNE WIRE ;�F�;
C ELBOW PIPE
WATER SURFACE O
MIN. 12-1/2 GA. -PVC END O
INTERMEDIATE
HIRES TIN
CAPSCHEDULE 40
PVC PIPE\S FEN E F ftIC ORIFICE
IN TALL TO C D PVCFLEXIBLE PLATE
IPE
S IN HOSE PVC TEE
GRADESIDE \
BOTTOM SURFACE
END VIEW FRONT VIEW
FRONT VIEW SKIMMER SEDIMENT BASINS ARE NEEDED WHERE DRAINAGE
AREAS ARE TOO LARGE FOR TEMPORARY TRAPS. DO NOT LOCATE
THE SKIMMER SEDIMENT BASIN IN INTERMITTENT OR PERENNIAL
STREAMS.
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE GEOTEXTILE FABRIC
ARM ASSEMBLY
FILL SLOPE
HTiK
• FOR REPAIR OF SILT
FENCE FAILURES, USE
NO. 57 WASHED STONE. �'C' ENCLOSURE
FOR ANCHOR MIEN SILT
ADE FENCE IS PROTECTING
CATCH BASN.o SKIT 'R PERSPECTIVE VIEW O WATER ENTRY
DIIT
R SKIRT AS
ED BY ENGINEER
SIDE VIEW s
NOTE' g m
-USE SILT FENCE ONLY MEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW CITY OF RALEIGH
U Ir. Im I a PA
-END OF SILT FENCE NEEDS 70 BE TURNED UPHILL. CENTRAL ENGINEERING DEPARTMENT
REVISIONS DATE: 7/3/DO DRANK BY. JTB m � cI a DlanS ann specs. e� w th the
D V H'm i :,ormwater ule;
�� m lermlt li S(,>!i>t�1f 63 l2tr it
TEMPORARY a ~ Y 0 O SEE DEAR STANDARDS a SPECS. Sh"I N. (�0 16 �n of Ah'ale%%% Q alih
_ Ln
SILT FENCE L4 Zrr.n ! 2 v Dy�- 4 s l ntla_j�1Q
STD # 40.04 U FOR COMPLETE DESIGN CRITERIA a MAINTENANCE
BAFFLE
50' MIN.
NOTES.
BUT SUFFICIENT TO KEEP
E PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEEDBED PREPARATION
SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
z coNs uc oN
1.
HI COMPACTED
CHISEL CO CTED AREAS AN PR D SPREAD TOPSOIL 3 INCHES DEEP OVER
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2 3• STONE TO BE USED" -
EXISTING STONE OR RAILROAD,;
25' OR WIDTH OF
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
2.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
_(SURGE
ROADWAY , BALLAST)
PROPOSED STREET,
WHICHEVER IS
PUBLIC ROAD.
3.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
-
GREATER.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
SURFACE REASONABLY SMOOTH AND UNIFORM.
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
4.
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
UNIFORMLY AND MIX WITH IL (SEE BELOW*).
SO
RESPONSIBILITY FORM.
5.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
PLAN
6.SEED
ON A FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT
ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
NEW CONSTRUCTION
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND
35' MIN.
15' MIN.
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
EXISTING ROADWAY
LIME, FERTILIZER AND SEEDING RATES.
9.CONSULT
CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
Igo 12• MIN.
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*
APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 10-10-10 ANALYSIS AT 800-1,000 LBS./ACRE
FABRIC UNDER STONE
SUPER PHOSPHATE - 500 LBS.\ACRE OF 20% ANALYSIS SUPER PHOSPHATE
MULCH - 2 TONS (APPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
CITY OF RALEIGH 6• MIN CROSS
SECTION
ANCHOR -TACK WITH LIQUID ASPHALT AT 400 GALLONS/ACRE OR
CENTRAL ENGINEERING DEPARTMENT
EMULSIFIED ASPHALT AT 300 GALLONS/ACRE
'EWSIONS DATE 7/3/00 MAW BY: JTe
CONSTRUCTION
ENTRANCE
Sro # 40.02
ALL CONSTRUCTION TO HARNETT COUNTY 8
NCDOT STANDARDS AND SPECIFICATIONS
MATTING INSTALLATION DETAIL
18• EXISTING
(MIN.) moun
RACKFILL )
WIN. l I
8TA►LES S
v1 CEN7ERa
IN TRENCH
i
/ -a" EIN
TING SHALL 6E IS
ONI
'rC�INDJ'rC�R,S Z- PLACED IN TRENCH V CENTERS I
AND BACKPILLED_____._.__ IN TMKN.
--- D 1 A G 12 A M (P)
/ ,
Q30 1�11 -tom l i i i
I I
L
MAT nNG ON SLOPES
i' I Ail?DIM I�B �
Nme.
THIS CETNL NFLIES TO WITHIN, ESLELSIOR. AND NEWSA f WIL BEIIFOBGEIWNI NAT (PNI) INWTALLAT DN.
STAPLES GALL BE HIT. It MI10E STEEL WIPE FOUND INTO A %- SHAPE WITH A ANISE THROAT WIDTH OF 1
INCH ASO W LAW THAN B INDES IN LENGTH.
'I I Jk._K I,TTFRN
4�1 l �
IF;GRAM(`;
I NOT TO SCALE'
VARIANCE APPROVED: BA-V-02-10
FINAL PLAN -NOT RELEASED FOR CONSTRUCTION
/
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n EMI V) N
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C3 ��w1-O�LL LLI wOD
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Z m m� 0 w U Z-
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U OZOOQz ZZ ry.o
wao�wz� Zmc) E
M 0Z-0OD: ODDO I
H-U Q 3 000 mMLL'LL N
CONTRACTOR SHALL
VERIFY AND BE
RESPONSIBLE FOR
ALL DIMENSIONS
AT JOB SITE.
w
o
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE:2 WIN STAAHDTEC ROADHWIMNINGAS9
PROJECT
SHEET NO.
10-127
20F16

HAND PLACED
DENSELY COMPACTED
BACKFILL TO 1 FT.
_ _ _
-1 -- - - - -
~ 11- - - -_-_- III-
LACED
HAND PLACED
DENSELY COMPACTED-
BACKFILL TO 1 FT.
~ I
ABOVE_ OF PIPE
_ _
- - - - „LLB
ABOVE TOP OF PIPE
�N\`0
MANHOLE COVER MANHOLE COVER
BEDDED PIPE
D
BEDDED PIPE
0 D
Access for Access for
Cleaning and Inspection Cleaning and Inspection
MINIMUM STONE
D/4
- D/823"
- -
-
((U) �'-�
�� `
NNE
IN NON -TRAFFIC AREAS,TOP OF FRAME AND COVER SHALL BE
EMBEDMENTAS
INDICATED. GREATER IF
IF t
®
SHAPED SUBGRADE
--® -
4�
INSTALLED AT LEAST 2 FT ABOVE FINISH GRADE OR STANDARD MANHOLE
AT LEAST 1 FT ABOVE FLOOD STAGE. RING AND COVER
_
REQUIRED BY
TO PROVIDE BEARING
�W
- =�
MANUFACTURER
= PIP
ALONG ENTIRE LENGTH
USE 4 EA'/s' ANCHOR BOLTS
INLET PIPE VC
SHAPED STONE
O.D.
OF PIPE BARREL
PIPE
z 24"+ O.D. MAX.
'"0
TO BOLT FRAME TO SPACER.
from
TO PROVIDE BEARING
24" + O.D. MAX.
O.D. 12" + O.D. MIN.
g• USE ROPE MASTIC SEAL
Kitchen -y
ALONG ENTIRE LENGTH
12" + O.D. MIN.
BETWEEN FRAME AND SPACER.
OF PIPE BARREL
SANITARY SEWER
SANITARY SEWER
8" MAX FOR SPACER
OUTLET PIPE
(0'-8' DEPTH)
(DUCTILE IRON ONLY)
FRAME & COVER
to County Sewer
1
PIPE LAYING
(0'-16' DEPTH)
Inlet SANITARY TEE
CONDITION "A"
PIPE LAYING
BAFFLE WALL and
SANITARY TEE
CONDITION "C"
2'-0", 3'-0" MANHOLE STEPS
. m„vumert "" ranwr
OR 4'-0" a 18" O.C.
�— 23.5" yI
�1"
ECCENTRIC SEE DETAIL S-25
TAPER UNIT
2
T
JOINTS SHALL BE SEALED
t
WITH A RUBBER 0421N0
9
PRECAST CONCRETE PENETRATION through
ba81e wall
HAND PLACED
HAND PLACED
COVER
< _ GASKET OR ROPE MASTIC SEAL
INTERCEPTOR TANK
DENSELY COMPACTED
- - - - - - - i
-I I� _ _ _
I
DENSELY COMPACTED
- - - - - - -
I - - - - - I-
FINISHED GRADE USE MIN. 4 FA 3l8" ANCHOR
CEMENT GROUT ALL JOINTS
DIVIDING WALL
BACKFILL T0IFT.
ABOVE TOP OF PIPE
I -_ --_ - I�
BACKFILL TO FT
ABOVE TOP OF PIPE
I - - - - 1k
BOLTS TO SECURE FRAME TO MANHOLE
INSIDE AND OUT
- - - - ,-
- - - - „-
1.5" MIN.
- -
- -
RISER UNIT
BEDDED PIPE
- pl U
D12-
BEDDED PIPE
plPE p
BASE COURSE BASE COURSE
4' DIA. MIN.
MINIMUM STONE
EMBEDMENTAS
D/&23"
®
MINIMUM STONE
EMBEDMENTAS
® D/823"
STD. MANHOLE .
RING BCOVER " 6- MIN.
NOTES:
E
SLOPE
1ALL
1. ALL PVC PIPING SHALL BE SCHEDULE 40 AND MINIMUM
SIZE OF FOUR (4") INCHES DIAMETER.
INDICATED. GREATER IF
REQUIRED BY
INDICATED. GREATER IF
REQUIRED BY
_ - a
III —III I I -I
I°
ON ALL INVERTS BASE UNIT
;
INSTALLED IN PAVED
MANUFACTURER
MANUFACTURER
PIPE
I—I-11 i III
"
2. GREASE TRAPS/INTERCEPTORS
AND HIGH TRAFFIC AREAS SHALL MEET H-20 RATING FOR
THE LOADING REQUIREMENTS.
SHAPED STONE
PIPE
O D
SHAPED STONE
O.D.
a RAM 111
SEALANT - COMPACTED FILL
EXTENDED BASE BRICK 8 MORTAR INVERT
3. HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
TO PROVIDE BEARING
24"+O.D. MAX.
TO PROVIDE BEARING
24"+O.D. MAX.
COMPACTED FILL 4 _ _
( REQUIRED OVER I7)
$HALL BE RESPONSIBLE FOR PIPE WORK AND MAIN LINE
ALONG ENTIRE LENGTH
12"+O.D. MIN.
ALONG ENTIRE LENGTH
12" +O.D. MIN.
-
A
TAPS IN RIGHT OF WAY UP TO THE THE SEWER CLEAN
OF PIPE BARREL
SANITARY SEWER
OF PIPE BARREL
SANITARY SEWER
"
OUT FOR EACH SERVICE.
4. EACH GREASE TRAP/INTERCEPTOR SHALL BE DESIGNED
(<8'-16' DEPTH)
(DUCTILE IRON ONLY )
NOTE:
FRAME CONCRETE ENCASEMENT SHALL ONLY BE
+ ' <-- 1 "MIN.
FOR A MINIMUM OF AT LEAST 1,000 GALLLONS UNLESS
PIPE LAYING
(>16' DEPTH)
USED IN AREAS WHERE COVER 18 TO BE FLUSH
WIDTH A
OTHERWISE APPROVED BY HCDPU,
CONDITION'S"
PIPE LAYING
WITH PAVEMENT OR CONCRETE. CONCRETE
CONDITION "D"
ENCASEMENT SHALL NOT BE USED IN
REQUIRE
AREAS AND ABOVE GRADE
MIN. 6' GRAVEL BEDDING
NO SCALE
NN-TRAFFIC;
STALLS.
TYPICAL STANDARD MANHOLE
TRAP INTERCEPTOR DETAIL.(
TYPICAL PIPE
LAYING CONDITION DETAILKS�
TYPICAL PIPE LAYING
CONDITION DETAIL
FRAME & COVER DETAIL Sq
TYPICAL STANDARD PRECAST CONCRETE MANHOLE DETAIL(-S�
TYPICAL GREASE
NO SCALE
NO SCALE 24
N0 SCALE '� 'Z
1 6
NO SCALE 2 1
NOTES:
1. SEE DETAIL 8-28 FOR TYPICAL INVERT.
TRENCH WALL
TRENCH WALL
EXISTING WATER LINE
EXISTING STORM PIPE
NOTE:
V inside
EASEMENT SHALL BE PROVIDED FOR SERVICE
JOT—E:
RW CONNECTION WHERE SERVICE CONNECTION IS PLACED
1. THE FLOW CHANNEL THROUGH MANHOLES SHOULD BE MADE
CAST IRON VALVE BOX
WI CHARLOTTE HUB
OUTSIDE OF RIW DUE TO PHYSICAL CONSTRAINTS.
TO CONFORM IN SHAPE AND SLOPE TO THE SEWER MAIN.
2. CHANGE IN DIRECTION OF THE CHANNEL SHALL NOT BE
PLUG AND CAP
EXCEED 90 DEGREES.
BSOIlT
3. SEE DETAIL S-24 FOR TYPICAL MANHOLE STRUCTURE.
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SANITARY SEWER MAIN.
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SANITARY SEWER
NOTE:
MAIN
UNIFORM STONE #57
1 EA JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED
NOTE:
UNDER WATER LINE FOR ALL CROSSINGS.
1 EA. JOINT OF DUCTILE IRON PIPE SHALL BE CENTERED
UNDER STORM PIPE FOR ALL CROSSINGS.
TYPICAL STORM SEWER CROSSING
TYPICAL WATER LINE CROSSING
TYPICAL MANHOLE INVERT DETAIL S
TYPICAL
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FOR SANITARY SEWER DETAIL
FOR SANITARY SEWER DETAIL S
NO SCALE
28
NO SCALE
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NO SCALE 32
ALL CONSTRUCTION TO HARNETT COUNTY &
NCDOT STANDARDS AND SPECIFICATIONS
VARIANCE APPROVED: BA-V-02-10
FINAL PLAN se NOT RELEASED FOR CONSTRUCTION I
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4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21-2011
CAD FILE :`„;„(STMM fl M MODwewsca y
PROJECT
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1 40F1 6

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APPROVED: BA-V-02-10
STANDARDS AND SPECIFICATIONS FINAL PLAN - NOT RELEASED FOR CONSTRUCTION
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REVISIONS
4. 12-02-10 REVISED
SKIMMER/ORFICE MIN. SIZE.
5. 01-21-11 REVISED
STORMWATER CALCULATIONS.
DRAWN BY: BON
CHECKED BY: TH
DATE 01-21 -201 1
CAD FILE :-001T15°71,2eN�56WHE091-16
�1 .dn
PROJECT
SHEET NO.
10-127
1 60F1 6