SW6130203_Plansheet - Set_20130422

CONSTRUCTION DRAWINGS FOR
FAMILY DOLLAR STORE #705283
CHtjRRHECUE
SR 1200AD
9
NE .=
1141
VICINITY MAP
SCALE: NTS
Vessels
LEGEND
DESCRIPTION
EXISTING
PROPOSED
1' CONTOUR INTERVAL
5' CONTOUR INTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS
EASEMENT LINE
CURB & GUTTER
SANITARY SEWER FACILITIES
Me
STORM SEWER FACILITIES
WATERLINE
FIRE HYDRANT ASSEMBLY{
—
FENCING STRUCTURE
WOODSLINE
N/A
WATERWAYS
TREE PROTECTION FENCE
N/A
# PARKING SPACES
N/A
FIBER OPTIC LINE
FO
BUFFALO LAKES ROAD
HARNETT COUNTY, NORTH CAROLINA
BARBECUE TOWNSHIP
JAN UARY 30, 2013
REVISED MARCH 20, 2013
4
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FAMILY DOLLAR + 1
iCAV + (3.250S9
4,nm c, F.F.E.=436BT
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SCALE: 1- = 50"
DEVELOPER
�r CROSLAND
SOUTHEAST
201 S. COLLEGE.ST., SUITE 1300
CHARLOTTE, NC 28244
PH: [phone]
ATTN: J. AUSTIN WILLIAMS
PREPARED BY:
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
INDEXOF SHEETS
ING CONDITIONS & DEMOLITION PLAN
F
SHT COA
SITE PLAN
SHT C1.0
GRADING AND DRAINAGE PLAN
SHT C2.0
EROSION CONTROL PLAN
SHT C2.1
NPDES STABILIZATION PLAN
SHT C2.2
UTILITY PLAN
SHT C3.0
SITE DETAILS
SHT C4.0
STORM DRAINAGE & EROSION CONTROL DETAILS
SHT C4.1
EROSION CONTROL & UTILITY DETAILS
SHT C4.2
UTILITY DETAILS
SHT C4.3
LANDSCAPE PLAN
SHT 1-7.0
LIGHTING PLAN
SHT. 1
STORMWATER MANAGEMENT PLAN SW-1
PROPERTY OWNER
ALLIED INVERSTORS, INC.
C/O FRANK WEAVER
350 WAGNER DRIVE
FAYETTEVILLE, NC 28303
[phone]
sessOMENN
SW(�aoZos
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PIN NO. 9586-78-3233 `o TOP 141.as '" TOP 411.i2 ZONING: COMM
1 `4 ZONING: COMM NV. N 44d39 29 NV. N 44a60 LAND USE: SHOPPING CENTER
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$ fE5 UGrOI UGFUL J - u3A9 ��
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$ 436.76
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LOT A
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PIN NO, 9586-68-8190
ZONING: RA-20R
LAND USE: VACANT
431.70
t $
I
431.06
1
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t
t
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
02/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
3/15/13
TFW
1 al
w'
AREA MET 4J!L.0 £
TOP 431 ■
NV. (FULL OF SAND)
1
435.40
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.674-678-
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�x-
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UNE � I
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41 437.44 I
x 435.38 x 439.61 x440.35 439.85 I
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x 437.43
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x 437.66 ALLIED INVESTORS, INC.
m
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x 436.27 D.B. 1145, PG. 347
rr7
A PART OF TRACT 1A
TIT
v
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7:I
P.B. 2010, PG. 674-676
$ n
A PART OF
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PIN NO, 9586-98-1436
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x 43631
LAND USE:
I
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x 436,99 x 435.73
x 435.96
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x 131.1
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� x 430.93
x 430.47 ut
pRppERTY
430.73 x PROPOSED
221.557
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x 431
c a 7" W
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N-567,806.301
E-1,987,270.282
0
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W
n 12 429.01
42911 ? I
1 I4s I I
x 427.92
r N
42&44
Designer
W&R
Scale
1" . 20'
Drawn By
Date
GAS ALP
1 30 13
Checked By
job No.
DM
02120304
x 430.40
x
x 42726
FAMILY DOLLAR STORE - #705283
Harnett Countv North Carol
x 429.81
x 42728
CURVE
TABLE
CURVE DELTA ANG. RADIUS ARC LEN.
CHORD LEN. TANGENT CHORD BRG,
Cl 91 40.00' 62.92'
56.6S 40.09' N 3825'32' E
C2 891 40.00' 62.74'
56.50' 39.91, S 51'34'28" E
LEGEND
(BFP)-BACK FLOW PREVENTER VALVE
(Ct)-CENTERLINE
(CABMK)-CABLE MARKER
(CBX)-CABLE BOX
(EOP)-EDGE OF PAVEMENT
(F.F.E.)-FINNISHED FLOOR ELEVATION
(FES)-FLARED END SECTION
FH)-FIRE HYDRANT
IPS)-IRON PIPE SET
(OHPHL)-OVERHEAD PHONE LINE
(OHPL)-OVERHEAD POWERUNE
(PB)-PHONE BOX
(PP) -POWER POLE
(R/W)-RIGHT OF WAY
(S)-SIGN
(SS) -UNDERGROUND SANITARY SEWER LINE
(SW) -UNDERGROUND STORM WATER LINE
(T)-TRANSFORMER
(TPED)-TELEPHONE PEDESTAL
(UGGL)-UNDERGROUND GAS LINE
(WM)-WATER METER
(WV) -WATER VALVE
(X)-ELEVATION MARK
BOUNDARY LINE
-
-
CONCRETE CURBING
EASEMENT -
FENCE -x-x-x-x-x-x-x
x-x-x-x-
LINE NOT SURVEYED -
OVERHEAD POWER LINE OHPL
OHPL OWI DHPL
R/W - - -
- - -
UNDERGROUND SANITARY SEWER LINE
- ss
UNDERGROUND STORM WATER LINE
- sv
CONTACT INFORMATION TABLE
UTILITY
COMPANY NAME
ADDRESS
PHONE NUMBER
FAX NUMBER
EMAIL ADDRESS
CONTACT PERSON
ELECTRICAL
CENTRAL ELECTRIC
128 WILSON RD.. SANFORD, NC 27332
919-774-490
919-718-1860
WWW.CENTRALELECTRICONUNE.COM
GAS
NONE AVAILABLE
WATER
HARNETT COUNTY PUBLIC UTILITIES
700 MCKINNEY PARKWAY, ULUNGTON, NC 27546
PO BOX 1119 LILUNGTON NC 27546 MAIL
910-893-7575 EXT, 3275
910-893-6643
SCUMMINGSIGHARNETT,ORG
SHANE CUMMINGS
SANITARY SEWER
HARNETT COUNTY PUBIC U11UTIES
700 MCKINNEY PARKWAY, ULLNGTON, NC 27546
PO BOX 1119, LILLINGTON, NC 27546 MAIL
910-093-7575 EXT. 3275
910-893-6643
SCUMMINGSOHARNETT.ORG
SHANE CUMMINGS
TELEPHONE
WINDSTREAM
119 NORTH MOORE STREET SANFORD NC27330
704-849-5399
CHARTER COMMUNICATIONS
301 E. CORNELIUS HARNETT B_VD. ULUNGTON NC 27546
TV CABLE
WINDSTREAM
3264 NC HWY 87 SOUTH, SANFORD, NC 27332
919-776-7000
SURVEYOR
WITHERS AND RAVENEL
III MocKENAN DRIVE, CARY. NC 27511
919-851-2344
919-851-5201
MGOODFREDOWITHERSRAVENEL.COM
MI(21AEL GOODFRED
I x 439.78
11W
x
441.03 440.9t I
x 439.45
x !
x ,39.39
I
x 4361
x 435.28
x 429.53
x 427.87
C
x 437.43
x 43577 I
I
x 434.11
x 437.82
CURVE TABLE
CURVE DELTA ANG. RADIUS ARC LEN. CHORD LEN. TANGENT CHORD BRG.
Cl 90.07'50' 40.00' 62.92' 56.63' 40,09' N 382532' E
C2 891 25.00' 39.21' 35.32' 24.94' S 51.3428" E
C3 891 40.00' 62.74' 56.50' 39.91' S 51.3C28" E
435.00
x 43424
x
432,65
/ x 432.62
'
x 432.35 -
I
I • 4M
�43&1
x 431.65
x 431.48
x 413L96
x 43225
x
z 130.61
x 430.41
431
OAK 430 89
d5
430..49
,7021
_ _
S 8321'3Y If50.00
430� '
'x 429.%
IPS
ALLIED INVESTORS, INC.
1!9
D.B. 1145, PG. 347
A PART OF TRACT 1
P.B. 2010, PG. 674-676
A PART OF
PIN NO. 9506-98-1436
x 429.81
42922
x
ZONING: RA-20R
LAND USE: VACANT
x429.15
x
x 429A9
x 428.23
EXISTING CONDITIONS &
DEMOLITION PLAN
ZONING TABLE
RA-20R ZONING
MIN. FRONT YARD 35'
MIN. REAR YARD 25'
MIN. SIDE YARD 10'
MIN. SIDE YARD -CORNER LOT 20'
MIN. SIDE YARD -CORNER LOT
ON MAJOR THOROUGHFARE 35'
MAX. BUILDING HEIGHT 35'
PARKING
1 SPACE PER 300 S.F. OF BUILDING
NOTES:
THIS PROPERTY IS NOT LOCATED IN THE 100 YEAR FLOOD
PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE MAP NO. 3710958600J, PANEL
NO, 9586 EFFECTIVE DATE OCTOBER 3, 2006. THE PROPERTY
IS LOCATED WITHIN FLOOD ZONE X.
MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD.
THE DISTANCES ON THE MAP ARE ADJUSTED HORIZONTAL.
GROUND DISTANCES UNLESS NOTED OTHERWISE. ALL AREA
CALCULATED BY COORDINATE COMPUTATION.
ON -SITE DETENTION/RETENTION DESIGN IS NOT REOUIRED FOR
PROPOSED LOT.
THE SITE HAS ACCESS TO BUFFALO LAKE ROAD S.R. 1115 A
PUBLIC RIGHT OF WAY MAINTAINED BY THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION THROUGH A PRIVATE 60'
ACCESS EASEMENT AS RECORDED IN P.B. 2010, PG. 674-676.
TITLE COMMITMENT EXCEPTIONS:
CHICAGO TITLE INSURANCE CORPORATION
COMMITMENT NO, 12-0665OLH
ISSUE DATE: JULY 6, 2012
LAST REVISED: AUGUST 14, 2012
3. PLAT CABINET F, SLIDE 261
Beginning at a new iron pipe on the eastem right of way of Buffalo Lake Rood (SR 1115) (70' Public
R/W), said pipe being North 091 West 20.579.19 feet from NCGS Survey Monument '2-219 ; said
monument having NC grid coordinates (NAD 83 - 2011) of N=547,489.64. E=1,990,529.00, thence from
said Beginning point with said right of way North 06'38'23" West 196.52 feet to a new iron pipe, thence
leaving said right of way along a curve to the right having D radius of 40.00 feet, an arc length of 62.92
feet, and a chard bearing and distance North 3825'32" East 56.63 feet to a new iron pipe, thence North
8329'27" East 181.46 feet to o new iron pipe, thence South 06'38'23" East 236.11 feet to a new 'Iran
pipe. thence South 8321'37" West 221.55 feet to the point and place of Beginning containing 1.194 acres
more or less.
This is to certify to C4 Development, LLC, Family Dollar Stores, Inc., its subsidiaries and its affiliates. and the
Chicago Title Insurance Company, as Agent, that (1) this map Or plot and the survey an which it is based were
made in accordance with the Minimum Standards Detai Requirements for ALTA/ASCM Land Title Surveys,
jointly established and adopted by ALTA and NSPS in 2011, and includes all items of Table A thereof and
all items required by Family Dollar's Boundary, Physical and Topographical Survey Requirements, and
(11) pursuant to the Accuracy Standards, as adopted by ALTA and NSPS, and in effect an the dale of this
certification, the Positional Uncertainties resulting from the survey resulting from the survey measurements
mode an the survey do not exceed the Allowable Relative Positional Tolerance.
To: C4 Development, I.I.C. Family Dollar Stores of North Carolina. Inc.. Family Dollar Stores, Inc. and Chicago Title
Insurance Corporation.
This is to certify that this mop or plot and the survey on which it is based were made in accordance with the
2011 Minimum Standard Detail Requirements far ALTA/AGSM Land Title Surveys, jointly established and adopted by
ALTA and NSPS, and includes items 1, 2, 3, 4, 5, 6(b), 7(o), 7(b)(1), 7(c), S. 9, 10(0), 11(o). 13, 14, 16. 17. 19
20(a), 20(b), and 21 of Table A thereof. The field work. was completed an August 2. 2012.
TION, OR SALES
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 it
WITHERS I& RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersavenel.com License No. C-0832
Sheet No.
C0.1

TRACT 3
INV, OUT 435,93 P.B. 2010. PQ 674-675 I
PIN NO, 9586-78-3233 I N
I ZoN m COMP
1 I.. LAID USE: VACANT
I
-....
JTOPHNCTI37 Rox � _ PRIVATE ACCESS EASEMENT
NV. (r 14 �� MANHOLE 1 60 P.g, p1U. P6. 67h676
_ _--� -
TINV (FULL Or 5 ) NV. WT 435.24� - --- �.� Y BENCHMARTOP 443.46
BENCHMARK TOP
�- INV. IN 436.96
I IN ASPHALTOTTON
SET EDP
NV.
ELEV. 437.47' �- --SS-
1 n4w.66 - -- -
t 20 SEWER EASEMENT
P.B. 2010--PC^ 674-676
_
- MANHOLE
TOP 436.99 --
- 55 �-1_ASpNAIi PAWGI-
INV. IN 429.79
INV. OUT 429-69
AREA INLET I �•� �-
1 TOP 436.45
INV. (FULL OF SAND) �� I 30"x30
I EaP I R STOP SIGN
N 83'29'2r E 156.52* 0 I
T
� � �
11
I
1 I
I
I I
1
I
1
i
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pC 700
$:FLp
t �D
V J
CARLETTA R. CAGE I s� f*1
D.B. 1034. P0. 979 O
LOT A
PLAT CABINET F. SLIDE 240-C D
PIN NO. 95811-68-8190
ZONNC: RA-20R
LAND USE: VACANT
� $ I
I
1
1 I
I u
I 1
I
1 � T
I I
SCNO � 1
I T
II
I
I
I
I
I I
I I
I
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
02/07/13
ALP
2
REV PER COUNTY &NCDENR COMMENTS
3/20/13
TFW
I
I
1
PROPOSED LOCATION
OF PYLON SIGN
X I 1
/ I
IA
I
I
I
C
PP
.S
Designer
W&R
Scale
1- - 20'
Drawn By
Date
GAS ALP
1 t30113
Checked By
Job No.
DM
02120304
II1
S 62.7' N•'
42.0' -
I
ID
I
I
I0
I
(SIDEWALK
I
L
20'
of IrFI
010' SIDEWALK
FAMILY DOLLAR
(8,250 SF)
F.F.E. = 436.67' N
C
LOADING/UNLOADING ZONE
I
17--A (I' )"r
J `v'
11
I
it
1
per) I
JI
11
II
1
-�1---30-x3D-
1 RI-1
1 STOP SIGN
1
SITE DATA
SITE AREA
52.011 SF
1.191 ACRES
CURRENT USE: VACANT
PROPOSED USE. FAMILY DOLLAR STORE (RETAIL)
DEVELOPMENT DATA
STREET ADDRESS: XXX BUFFALO LAKE ROAD
CURRENT ZONING COMMERCIAL
HARNETT COUNTY PIN: 9586-98-1436
DEED REFERENCE: DB 1145 PG 347
FLOOD WAIN: ZONE X PANEL: 3710958600d, DATE OCT. 3, 2006
WATERSHED: CAPE FEAR
LAND USE CLASSIFICATION: 3
IMPERVIOUS AREA
37,807 SF
0.868 ACRES
72.70% IMPERVIOUS COVER
BUILDING SETBACKS REQUIRED PROVIDED
FRONT (BUFFALO LAKE RD) 35 FT 62.7 FT
REAR (EAST) 25 FT 77.9 FT
SIDE (NORTH) 20 FT 87 FT
SIDE (SOUTH) 20 FT 44.3 FT
PROPOSED BUILDING HEIGHT
20' AFF
DAYS AND HOURS OF OPERATION
MON-SUN 9AM-9PM
PARKING SUMMARY
PARKING REOUIRED 1 SPACE/300 SF GROSS FLOOR AREA
8250/300 28 SPACES
TOTAL PARKING REQUIRED 28 SPACES
REGULAR PROVIDED 42 SPACES
HANDICAP PROVIDED 2 SPACES
TOTAL PARKING PROVIDED 44 SPACES
1 ROADWAY TO BE CONSTRUCTED TO
HARNETT COUNTY'S TYPICAL STREET
SECTION EXCEPT THE SIDEWALK WILL
I BE CONSTRUCTED DURING FUTURE
DEVELOPMENT BY OTHERS. SEE SHEET
I C4.0 FOR TYPICAL SECTION.
1
1 OWNER CERTIFICATION :
1
I AS THE OWNER OF RECORD. I HEREBY FORMALLY CONSENT TO THE
I PROPOSED DEVELOPMENT SHOWN ON THIS SITE PLAN AND ALL
I REGULATIONS AND REQUIREMENTS OF THE HARNETT COUNTY
1 ORDINANCES.
I
1 67ITE STORE
II
I
0 I
1
1
1
1
STOP SIGN
SETBACK L _ - C
A I
_ 15' TYPE A' BUFFER
I I
TEMPORARY END I
I RAT ►EAR OF ROAD MARKERS
5 BS2T'3 W 221.55 I
NCI 26.6' II
FUTURE CROSS
ACCESSLOT J
ALLIED IN VEST60R5. W.BMP EASEMENT
N I D.B. 114% P0. 347 TO BE RECORDED
A PART OF TRACT 1 BY OTHERS
�I P.B. 2010. PG. 674-676
A PART OF
PIN NO, 2506-WI435
I ZONNCm RA-20R t CDMV o3 /f /i-Z
LAD USE: VACANT 5W _13 04 /
I ► I -
I kwISS10t,
GRA,PHIC SCALE $q°°°•-
20 0 10 20 40
1 inch = 20 fL
FAMILY DOLLAR STORE - #70528
Harnett County
3
North Carolina
SEAL '
28948
161Nt�
SITE PLAN
CROSS HATCHED AREA DENOTES HEAVY
DUTY PAVEMENT.
8' CABC
1.75" 1 19,08
1.25" S 9.5A
PARKING AREA PAVEMENT
LIGHT DUTY
6" CABC
1.75. 119.00
1.25" S 9.5A
NCOOT R/W PAVEMENT SECTION
100 CABC OR 5" 825B
3" 119.0E AND
2" S9.5B
ALL PAVEMENT MARKINGS SHALL BE
WHITE PAINT
NOTE: THE FINAL PAVEMENT DESIGN
MUST BE PROVIDED By THE OWNER'S
GEOTECHNICA. CONSULTANT FOR SITE
SPECIFIC CONDITIONS.
15
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
SHEET NOTES:
1) ALL WORK MUST COMPLY WITH ICC/ANSI A117.1-2003
2) THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND UTILITY LOCATIONS PRIOR
TO COMMENCEMENT OF WORK ON THE SITE. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES NOTED OR UTILITY LOCATION DIFFICULTIES.
3) PRIOR TO COMMENCEMENT OF GRADING OPERATIONS. THE CONTRACTOR SWILL CONTACT
811 A MINIMUM OF 48 HOURS IN ADVANCE.
4) THE CONTRACTOR SWILL BE RESPONSIBLE FOR IMPLEMENTING A SITE HEALTH AND SAFETY
PROGRAM COMPLIINT WITH LOCAL AND OSHA REGULATIONS.
5) UNLESS NOTED OTHERWISE, ALL SIGNS AND STRIPING SHALL BE INSTALLED IN
ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD) AND STANDARD HIGHWAY SIGNS MANUAL.
SIGNS SHALL BE AS FOLLOWS:
STOP SIGN R1-1. 30"XW
DO NOT ENTER R5-1. 30-X30"
MAXIMUM PENALTY R7-8D
VAN ACCESSIBLE R7-8E
6) PAVEMENT SECTIONS SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED
BY THE GEOTECHNI AL REPORT AS PROVIDED BY SM&E INC. DATED AUG 3. 2012.
7) ALL CURB AND GUTTER IN PUBLIC RIGHT-OF-WAYS SHALL BE 30-INCH WIDE. CURB AND
GUTTER ON SITE SHALL BE 24-INCH WIDE.
GENERAL NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS &
SPECIFICATIONS AND NCOOT. IF APPLICABLE.
2. BOUNDARY SURVEY PROVIDED BY WITHERS do RAVENEL. INC.
3. ALL REQUIRED PARKING SPACES SHALL BE 18.0' X 9.0' MIN. OR AS SHOWN ON PLANS.
4. ALL REWIRED HANDICAP SPACES SHALL BE 18' X 8' MINIMUM OR AS SHOWN ON PLANS
WITH A VAN ACCESSIBLE AISLE THAT IS 18' X 8' MINIMUM.
5. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
6. PAVEMENT MARKING LINES FOR PARKING SPACES SHALL BE 4' WIDE WHITE PAINT.
7. SEE DETAILS FOR ACCESSIBLE PARKING AND SIGNAGE PLAN.
8. THE CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL PLANS FOR HARDSCAPE /
SIDEWALK AREAS ADJACENT TO BUILDING.
9. SEE ARCHITECTURAL PLANS PLANS FOR EXACT BUILDING DIMENSIONS.
DIMENSIONS SHOWN FOR REFERENCE ONLY.
10. BUFFALO LAKE ROAD IS ASPHALT.
11. THIS DEVELOPMENT IS WITHIN THE FIVE MILE MILITARY CORRIDOR OVERLAY ZONE, AND MAY
BE SUBJECT TO MILITARY TRAINING ACTIVITIES.
12. BUFFALO LAKE ROAD IS ON HARNETT COUNTY'S THOROUGHFARE PLAN.
13. THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE PARKING AREAS. DRIVE AISLES
AND LANDSCAPE BUFFERING.
HT DISTANCE NOT
NO SIGHT OBSTRUCTING, OR PARTIALLY OBSTRUCTING WALL, FENCE, FOLIAGE, BERM, SIGN,
PARKED VEHICLE. OR OTHER OBJECT BETWEEN THE HEIGHTS OF TWO (2) FEET AND EIGHT
(8) FEET ABOVE THE CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB
EXISTS) SHALL BE PLACED WITHIN A SIGHT TRIANGLE.
FAMILY DOLLAR NOTES:
1) DUMPSTER PAD AND APRON SHALL BE MIN. 8" 3.500 PSI CONCRETE SLAB REINFORCED
WITH MIN. /4 REBARS 012-IN. ON CENTER IN EACH DIRECTION LOCATED IN THE UPPER
THIRD OF THE SLAB. PROVIDE TWO (2) PIPE BOLLARDS PER FOS DETAIL AT THE REAR OF
PAD BEHIND EACH DUMPSTER.
2) PROVIDE MIN. 8' x 8' x 4" THICK 3,50OPS1 CONCRETE PAD WITH 1-6" PIPE BOLLARD 0
EACH CORNER OF THE PAD FURTHEST AWAY FROM THE BUILDING. REINFORCE CONCRETE
PAD WITH MIN. 6X6 W1.4XW1.4 WWF LOCATED IN THE UPPER THIRD OF THE SLAB.
3) PROVIDE MIN. 5' x 5' x 4" THICK 3.50OPSI CONCRETE PAD AT EVERY MAN DOOR THAT
DOES NOT EXIT DIRECTLY TO A SIDEWALK. REINFORCE CONCRETE PAD WITH MIN. 6X6
WIAXWI.4 WWF LOCATED IN THE UPPER THIRD OF THE SLAB.
4) ALL SIDEWALKS TO BE CONSTRUCTED OF MIN. 4" THICK 3.500 PSI CONCRETE. REINFORCE
CONCRETE SIDEWALKS WITH MIN. 6X6 W1.4XW1.4 WWF. ALL S19DEWALKS SHALL HAVE
TOOLED CONTROL JOINTS NOT EXCEEDING 5' SPACING IN ANY DIRECTION.
5) PRECAST CONCRETE WHEEL STOPS SHALL BE PROVIDED AT EACH PARKING STALL. ALL
WHEEL STOPS SHALL BE DOWELED TO THE PAVEMENT dE LOCATED 2' FROM EDGE OF
OBSTRUCTION. EDGE OF PAVEMENT, OR FACE OF CURB. WHEEL STOPS SWILL BE USED AS
PARKING CONTROL ALONG THE BUILDING OR RETAINING WALL ALL WHEEL STOPS SHALL BE
PAINTED "SAFETY YELLOW- OR AS CODE REQUIRES.
6) ALL PAVEMENT MARKINGS SHALL BE ACCOMPLISHED WITH THE USE OF PAINTING MACHINES
AND/OR STENCILS. ALL PAINT FOR PAVEMENT MARKINGS SHALL MEET THE FOS
REQUIREMENTS OF SOLVENTBORNE APPLICATION RECOMMENDATIONS STATED BELOW.
PARKING STALL STRIPING SHALL BE 4" WIDE AND SHALL BE STRAIGHT WITH A CLEAN
EDGE. ALL DIRECTIONAL ARROWS. STOP BARS ETC. SMALL CONFORM WITH THE LATEST
VERSION OF THE -MUTCW MANUAL.
7) SEE SHEET C-1 "SITE PLAN CRITERIA- IN THE ARCHITECTURAL PLANS FOR ADDITIONAL
INFORMATION AND SPECIFICATIONS.
NOTES KEYED TO PLAN
OA 24-INCH CONCRETE CURB AND GUTTER
O 3,5DO PSI, 8" THK. CONCRETE, 4" CRUSHED ABC DUMPSTER PAD
B1 3.500 PSI, 4" THK. CONCRETE. SEE FOS NOTE /2
® 3.500 PSI. 40 THK. CONCRETE. SEE FDS NOTE /3
© MASONRY DUMPSTER ENCLOSURE W/ WOODEN GATE
Q LIGHT DUTY ASPHALT PAVEMENT
O HEAVY DUTY ASPHALT PAVEMENT
Et NCDOT PAVEMENT SECTION
FO CONCRETE SIDEWALK. SEE FOS NOTES
© ACCESSIBLE RAMP W/TRUNCATED DOMES
O ACCESSIBLE PARKING SIGNAGE
O LANDSCAPE AREA
O CONCRETE TRANSFORMER PAD PER PROGRESS ENERGY REQUIREMENTS
O CONCRETE WHEEL STOPS
O BOLLARDS. TYPICAL WHERE SHOWN, SEE FOS NOTES
Q 24" STOP BAR. TYPICAL. WHERE SHOWN, SEE FDS NOTES
NO PAVEMENT MARKINGS. TYPICAL WHERE SHOWN. SEE FDS NOTES
OO 30" CONCRETE VALLEY GUTTER
OP 10' TRANSITION FROM VALLEY GUTTER TO STANDARD CURB AND GUTTER
© PERVIOUS PAVERS
® PARKING SPACE COUNT
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.widlersraveneLcom license No. C-0832
Sheet No.
C1.0

i
II
I
I
"a" - GRASS LINED CHANNEL CALCULATIONS
10 YR. STORM
MANNINGS ROUGHNESS
0.03
AVERAGE SIDE SLOPE
2:1
BOTTOM WIDTH
2'
IP5
CHANNEL SLOPE
.033 FT/FT
I
9
NORMAL DEPTH
0.11'
0 *I
WETTED PERIMETER
2.49'
VENTURE PROMTES 1A LLC
$ I -
CROSS SECTIONAL AREA
0,24 SF
Qa Ze90 3 e77
3
o INV. OUT 435.93
HYDRAULIC RADIUS
0.10'
P.S.. PQ
a 2010 P0.
9
r
DESIGN FLOW
0.47 CFS
PIN N0. 95e6-7e-3233
78-3233
I
AVERAGE VELOCITY
1.93 FPS
\
\ 8 I
ZONINQ caw
LAID USE: VACANT _ _
USE STRAW W/NET MATTING
-- -
-
\
MNCTIDN BOX
TOP 43714
-�
STORM DRAINAGE CALCULATIONS
STRUCT.
PIPE
PIPE
PIPE
TOP OF CS
VEL.
DEPTH
N0.
AREA, AC
C
1
0. CFS
0 TOTAL
SLOPE. T
SIZE, IN
LENGTH
OR
INV. IN
INV. OUT
FPS
FLOW
FEET
Y.I. GRATE ELEV.
all
0.33
0.90
7.2
2.14
2.14
0.50
15"
78
435.00
-
432.50
3.66
0.60
Q 02
0,14
0.90
7.2
0.91
3.05
0.50
Is"
156
435.00
432.11
432.11
3.99
0.75
CB 03
0.23
0.90
7.2
1.49
4.54
0.50
Is"
172
434.00
430.55
430.30
4.41
0.85
CB /4
0.42
0.90
7.2
2.72
7.26
3.88
Is"
32
43&50
429.44
429.44
10.68
0.61
CS 05
0.09
0.90
7.2
0.58
0.58
0.50
15"
24
431.70
-
428.57
Z55
0.30
CB 06
0.09
0,90
7.2
0.58
8.42
2.50
18"
8
431.70
1"28.45
N28.20
428.20
9.43
0.76
NOTES.
-ALL CONSTRUCTION WILL BE IN ACCORDANCE WITH
CURRENT CITY OF RALEIGH AND NCDOT STANDARD SPECIFICATIONS AND DETAILS.
-CB IS CATCH BASIN. TOP = TOP OF CURB.
-JB IS JU14CTIOtN BOX. TOP = TOP OF COVER.
-ALL PIPE IS CLASS N RCP UNDER PAVED AREAS,
UNLESS NOTED OTHERWISE.
-RCP - REINFORCED CONCRETE PIPE
-•RCPO• - REINFORCED CONCRETE PIPE *0"-RING
-N12 HOPE - SMOOTH LINED HIGH DENSITY POLYETHYLENE MEETING AASHTO M249
AND ASTM F 477
-PVC - SCHEDULE 40 PVC
-ALL CB WILL RECEIVE WIRE MESH AND GRAVEL INLET PROTECTION.
NV. (NIA OF S ) INV. WT 435.24--
PRP.B.
B o aENCHNARK IF$ -- NANHOIE I 60 P.B. Q Pli. 8i4�876 --
�� TOP 443.46 -�
= COTTON SPIKE SET EOP �- -- \ INV. IW 436.96
\ \ I v E ASPHALT �- �� �� / -�
NAVD. 437.4Y 99�-
_ I NAVD. 88 /
SEWER _ \
P.& 2010- Pi� 674-676 \ -� •�� � -•- �- �� - -� -
OP 4MANHOLE 99� - . ASPNALT PAW G% _-
Q INV. IN 42�55� \ --- / -- 443
INV. WT 429.69 � -�
\ IMEA INLET
/
TOP 436.45 ■ I I DITCH DESIGN
I INV. (FULL OF SAND) \ POINT "B" -�� �- - -
\ o -- � �� EDP / / 442 1
I _ 43&0 \ 441 _
C N '
0
�O IP / g FER 38.5 \
TYPE'A \ '�-
I 9 I I 435. 439.5 437.5 K UN 4
35. ETBA \
20' \ �'S
I 439.25 I
I 1 \ I 437. , \ Fdj 438.0+ 1
INVm432-'.--35
I ' 1 439
c
436 435.2 \
I 8 If43&5 HP �...� + \ \ \ I
!4357
\ \
.6 I I T 435.7
I II GI/2 43l.00 i' 435.70 \\
I I 1 5y�
o it I INN OU( 432'11
43® 43"
5 \ 1
436.E 436.17 l
it , a\ ' I 435.75 436. 1 6"CO
36PVC
.25.
1 \ � � � I � I 4 . � y • - ' � `436 PIS 436 � j a37.2
\ q / \ 436.3
4 7
436.6A \ _ - 436.7
I - ,• \ a N Iw :% \ 436.17 / \ - - ' ro U'_
.67
CO 0
03 en
\ T r C I \ I 3 0� to , o\ \ 35_Z5 HP _ \ FAM14Y DOLLAR Ds - _ I
pc76O; \ Io + \\ (8,250Sfr a 1
07 r 4 I \ 4 .6 P O \- i 45
Ds F.F.E. = 46.67' 436.3 1
CARLETTA R. CAGEL x .�, `� \ CO a 435.2
MR 1034. PC, 979 I I 45 435.7-- I�
L07 A NNN � \ I \ o+ +� 1
PLAT CABINET F. SLIDE 240-C I
PIN NO. 9Se6-W819p u - \ - i / I - -
ZOW Q RA-20R \ O \ v / DS °D A 5 434.85 1
LAND USE: VACANT
-�*CD
1i 1 TOP=431.70
436.67 436.50 _ 4 4-15"INV IN-428.45
\ I 434 I INV OUT- 428.20
436.67 . J w• I / CB/4 i
I \ I r=Iz \ I r C0436.w ` I I TOP=43 50
INV IN=9.44
24' 15" RCP
D 6L, ;LASS IV O
INV 04JT "A" GRASS LINED CHANNEL CALCULATIONS
0) .Z
n 36.67 � - 433.0 4 VI 1
I 9 \ 43&67 HP - I 10 YR. STORM
4 3.5 / C815 MANNINGS ROUGHNESS 0.03
\ I w4 4 43B 435.5 TOP-
71
434.9 3.88% I INVT=OU428.57 BOTTOM WIDTH 2' O 0.5R436.2 HP
I \ _ -
DITCH CHANNEL SLOPE .OS FT/FT 9 l 0 435 435.4 i o / 43? DESIGN NORMAL DEPTH 0.12'
WETTED PERIMETER
2.54'
POINT
= 434.E CROSSSECTIONALAREA 0.2SF
8'
# �\ 7434.5 j / -1HYDRAULIC 8" RCP DESIGN FLOWS 0.64 CFS
434. ECK UN � � / 431 O 2.50x AVERAGE VELOCITY Z38 FPS
I 3 p BUFFER
3 g' TYFE - - - / p II ' USE STRAW W/NET MATTING
o CB a /
=434.00 I s l \ I 32
\ I � IN=430.55 I � /
NV OUT=4310.30 ' 430 -
1J �IU1 9 \ / 429.5 8-1.3r W n1 --- FES INV.429.00 RIP RAP DISSIPATOR PAD
431.3 I I BVX12'Lx22"D
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
02/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
03/20/13
TFW
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE LOCATION OF EXISTING UTILITIES
SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION,
BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
3. ALL RCP USED ON THIS PROJECT SHALL BE CLASS IV.
4. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 1 FOOT TO
THE PIPE CROWN IN NON -TRAFFIC AREAS.
5. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING
TO ASTM C76, TABLE III OR TABLE IV. JOINTS SHALL BE SEALED WITH A
PLASTIC CEMENT PUTTY MEETING FEDERAL SPECIFICATIONS SS-S-00210,
SUCH AS RAM-NEK OR BUTYL RUBBER SEALANT.
6. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED
CONCRETE PIPE FLARED END SECTION UNLESS OTHERWISE SPECIFIED ON
PLANS.
7. EACH DRAINAGE STRUCTURE SHALL HAVE A SHAPED INVERT CONSTRUCTED
FROM CONCRETE, AND A BENCH WITH A MAXIMUM 5:1 SLOPE. THE BENCH
SHALL BEGIN AT A HEIGHT OF ONE-HALF THE PIPE DIAMETER FOR 12 TO
24 INCH PIPE, ONE-THIRD THE PIPE DIAMETER FOR 30 - 48 INCH PIPE,
AND ONE-FOURTH THE DIAMETER FOR PIPE GREATER THAN 48 INCHES.
8. ENERGY DISSIPATERS SHALL BE INSTALLED AT ALL STORM SEWER
DISCHARGE POINTS. A FABRIC OR WASHED STONE BARRIER SHALL BE
INSTALLED BETWEEN THE DISSIPATION PAD AND THE NATURAL GROUND.
SEE STORM DRAINAGE OUTLET PROTECTION SCHEDULE ON SHEET C2.1.
9. ALL STORM DRAINAGE EASEMENTS SHALL BE "PRIVATE" UNLESS OTHERWISE
SPECIFIED.
IO.THE CONTRACTOR SHALL NOTIFY THE HARNETT COUNTY ENGINEERING
DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS.
11.STORM PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFORMED
IN ACCORDANCE WITH HARNETT COUNTY STANDARD SPECIFICATIONS AND
DETAILS.
12.ROOF DRAIN LEADERS SHALL BE SCHEDULE 40 PVC. MINIMUM SLOPE ON
PVC ROOF DRAIN LEADERS SHALL BE 1.OX MINIMUM COVER IN PAVED
AREAS SHALL BE 3'.
13.517E DRAINS TO A BMP TO BE LOCATED APPROXIMATELY 400' SOUTH AND
DESIGNED BY OTHERS.
GRADING NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT HARNETT
COUNTY STANDARD SPECIFICATIONS & DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHOWN ON
THE APPROVED PLAN.
4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH
TEMPORARY SEEDING AND MULCHING WITHIN 30 WORKING DAYS
FOLLOWING COMPLETION OF GRADING. PERMANENT SEEDING, MULCHING
AND GROUND COVER SHALL BE APPLIED TO THE SITE FOLLOWING
COMPLETION OF CONSTRUCTION.
5. AT EACH CATCH BASIN THE WORD "TOP" MEANS TOP OF CURB/COVER
ELEVATION.
LEGEND:
1C-......10P OF CURB
M....... TOP OF SIDEWALK
GT_....... GUTTER FLOW LINE
TP_....... TOP OF PAVEMENT
TW......... TW OF WALL
BIL._.._..80TTOM OF WALL
CB.........CA%H BASH
MET
FES...._.JIJTRED 90 SECTION
YL ......... YARD DUET
GD.._...... GRO M
..... .... FLOW DIKCTKON ARROW
DS........_D0*0 WT
431.0 428 AVG 13" DIA. -) _ - SEAL 7
I IP$ / 430_ � / - - - _ - - J I CLASS B STONEvEL-• 28948 t
- / 428 - - - _ - _ - - - - = - - - = _ _ ZONE a3 FPS
T
429 _ _ � ZONE 3 I]
-431.5 - °� M I LLB•• r
I \ � I I I _ a3t _ 1- - - - _ - - -- °° '°aaw.na•• /jf7���
/ - - - - - - KNOW WHATS BELOW.
I \ I F3 'I II I r - - l r --431.5- - _ = - - 431 I 430 BMP CONSTRUCTION BY CALL BEFORE YOU DIG.
\ - - - - OTHERS. CONSTRUCTION - - ?29 L_ - ` SHALL BE COMPLETE GRAPHIC SCALE
\J �- - - - - PRIOR TO FINAL C.O. 20 0 10 20 40
/ / L07 e
\ •tea -� / AUED MIES10115. 4C 1 inch - 201L
Designer
W&R
Scale
1 " = 20'
Drawn By
Date
GAS ALP
i 30 13
Checked By
lob No.
DM
02120304
FAMILY DOLLAR STORE. #705283 WITHERS RAVEN EL Sheet No.
GRADING &DRAINAGE PLAN
Harnett County North Carolina
ENGINEERS I PLANNERS 1 SURVEYORS C2.0
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

T
' 'B" -GRASS LINED CHANNEL CALCULATIONS I EROSION CONTROL NARRATIVE:
TOPCN BASH THE 1.2 f ACRE SITE IS LOCATED ON BUFFALO LAKE ROAD IN HARNETT COUNTY. THE EXISTING SITE IS ESSENTIALLY CLEAR WITH SPORADIC PINES. THE
TOP IN 440
10 YR. STORM urox BASIN my m 44a6o DEVELOPMENT WILL BECOME A RETAIL FAMILY DOLLAR STORE. THE SITE DRAINS TO THE SOUTH AND WEST, AND DRAINS INTO THE UPPER LITTLE RIVER
TOP 444.95 mY. OUT 440.5]
I I MANNINGS ROUGHNESS 0.03 m¢ m 440.39 WHICH DRAINS EAST INTO THE CAPE FEAR RIVER. SOIL TYPES CONSIST OF COASTAL PLAIN SANDS.
AVERAGE SIDE SLOPE 2:1 INV. out 44017 sw_I- sw
BOTTOM WIDTH 2' T I SEDIMENT RUNOFF WILL BE CONTROLLED WITH THE INSTALLATION OF DIVERSION DITCHES WITH LINER & CHECK DAMS, SILT FENCE, AND A SKIMMER
IPS CHANNEL SLOPE .033 FT/FT -
911 NORMAL DEPTH 0.11' BASIN..
1 r 1 P WETTED PERIMETER 2.49' VENTURE PROPERTIES VI, LLC I N 817g'p7 E
D.B. 2890, PG. 877
$ CROSS SECTIONAL AREA 0.24 SF TRACT 3 - -
o INV. OUT 435.93 HYDRAULIC RADIUS 0.10' P.B. 2010. PG. 674-676 - - - - - -
DESIGN FLOW 0.47 CFS PIN NO. 9586-78-3233
I AVERAGE VELOCITY 1.93 FPS ZONING: COMM - �� I S Eq, PROJECT NOTES
\ 1 LAND USE: VACANT - �� I I �� 1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE WITH THE SEDIMENTATION AND EROSION CONTROL STANDARDS
I USE STRAW W/NET MATTING - ��- AND PRACTICES PRESCRIBED BY NCDLQ.
\ 2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN PROPER WORKING CONDITION DURING THE PERIOD OF
uNCnaN Box - - �- ACCESS EASEMENT CONSTRUCTION.
tOP 43].14 ,-�
my (nNL OF ) ENV. OUT ♦35.24- - �� MANHOLE 66 PRIVA 0. PG 674-676 3. SEE SHEETS 6.0 & 6.1 FOR EROSION CONTROL DETAILS AND MAINTENANCE.
1 IPS _ •x�l GRAVEL TOP "3.46 I P 8 4. THIS PROPERTY IS LOCATED IN FLOOD ZONE 'X" PER THE FEMA MAP 37109586001, DATED 7/212004.
p= BENCHMARK EOP -� mV. 64 436.96
OS
I cotton SPIKE SET / LT CONSTRUCTION W OU 476.e1 5. RECEIVING WATERCOURSE - CAPE FEAR RIVER.
v C TN R
\ r ELEV"437.sr ENTRANCE ss
� \ I nnw. 9e �- � � / -� ._ � � 6. LATITUDE AND LONGITUDE - 35° 18'38" N 79002'34" W
_ /AMEEASE20 SE sEROSION CONTROL NOTES:
' - 674 �- �-
$ _ ROCK CHECK DAM ��_ P.B. 20t0• °� �_
/ TYPICAL --�56� \� -- 1. SLOPES SHALL BE NO STEEPER THAN 3:1 WITHOUT APPROVAL FROM THE ENGINEER.
iOAP' X99 -�59 ASPHALT PANNO-�'-- -_ Y. TEMPORARY SILT FENCE MAY BE REQUIRED TO BE INSTALLED IN AREAS WHERE SEDIMENT BASINS HAVE BEEN REMOVED, GRADED, AND SEEDED.
0 m INV. IN 429.T9 - .- THE SILT FENCE SHALL REMAIN IN PLACE UNT1L GRASS IS ESTABLISHED.
wx INV. OUT 429.69
\ " ss- \ �y 3. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
I TOP
REA IK4s ■ -' I DITCH DESIGN \ ��� % / RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN
I \ mv- (Rn OF SAND) \ POINT "B" -� - - J ' ALL PRACTICES AS DESIGNED.
\
�• I \ 1 g �-�� / / I 4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 6-INCHES DEEP AT THE FENCE. THE SILT FENCE WILL BE
RAE \ \ I REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
ITS OF DISTU
RBAN� 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO THE SPECIFICATIONS IN THE LANDSCAPE PLAN II I / B3'29'2 \ LIMITS OF DISTURBANCE TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
I 1 a \ 6. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION HAS
I 1 "B" / I \ TEMPORARY DIVERSION TAKEN PLACE.
I 1 IP / TYPE 'A' B FER I I DITCH (TYP.)
E J \ ( TEMPORARY CONSTRUCTION EASEMENT
IK LIN \ \ I I - J - CONSTRUCTION SEQUENCE:
ETBA
_ DO NOT START WORK UNTIL RECEIPT OF ALL NECESSARY PLAN AND PERMITAPPROVALS INCLUDING LAND DISTURBANCE PERMIT.
TEM RSION 1 \I 0 I \ ROCK CHECK DAM 1. CALL NCDENR/LQS 910A33-3300 TO SCHEDULE A PRE -CONSTRUCTION CONFERENCE AT LEAST FIVE WORKING DAYS BEFORE BREAKING GROUND.
I DITCH (TYP.) n 1 / TYPICAL 2. INSTALL CONSTRUCTION ENTRANCE. CLEAR ONLY AS NECESSARY TO INSTALL TREE PROTECTION FENCE, SILT FENCE, TEMPORARY DIVERSIONS AND
GRADING FOR TEMPORARY SKIMMER BASIN. INSTALL TEMPORARY DIVERSIONS CHANNEL LINERS IF NOTED. SEED/MULCH AND ANCHOR ALL
( hj OCK & GRAVEL /' SEDIMENT AND EROSION CONTROL MEASURES UPON INSTALLATION, SEE TEMPORARY SEEDING SCHEDULE.
I I INLET PROTECTION
c ' (TYPICAL) �� I I 3. CALL FOR ON -SITE INSPECTION BY NCDENR, LAND QUALITY AT 910433-3300. IF APPROVED BEGIN CLEARING AND GRADING OF REMAINDER OF
DISTURBED LIMITS.
4. BEGIN FINISHED GRADING, FILLING AND COMPACTION OF SITES.
\ _ S. CONTRACTOR SHALL MAINTAIN SILT FENCE, DIVERSIONS AND SKIMMER BASIN ON A DAILY BASIS.
I 1 I> f
6. CONTRACTOR SHALL CLEAN OUT SEDIMENT BASIN AS REQUIRED TO MAINTAIN ADEQUATE STORAGE FOR SEDIMENTATION.
7. CONTRACTOR SHALL INSTALL THE STORM DRAINAGE SYSTEM AND ROCK PIPE INLET PROTECTION AT NEW INLET LOCATIONS AS SHOWN ON PLAN.
r 8. BEGIN FINISHED GRADING ACTIVITIES. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION. INSPECTION AND
MAINTENANCE SHALL BE PERFORMED AFTER EACH RAINFALL EVENT. THE SILT FENCE SHALL BE INSPECTED AND ALL EXCESS MATERIAL SHALL BE
^Q REMOVED. ANY DAMAGED AREAS OF SILT FENCE SHALL BE REPAIRED ON A DAILY BASIS.
1 3 ® 940, L 9. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BE
TEMPORARY SKIMMER SEDIMENT BASIN SIZING
DENUDED AREA, DA = 1.88 AC.
DRAINAGE AREA, A = 1.88 AC.
RUNNOFF COEFFICIENT, C = 0.30
TIME OF CONCENTRATION, TC = 5 MIN
RAINFALL DESIGN STORM = 10 YEAR
RAINFALL INTENSITY, 1 = 7.2 IN/HR
PEAK FLOW, Q = CIA = (0.30)(7.2)(1.88)
Q = 4.06 CFS
SURFACE AREA REQUIRED = (325)0 = (325)(4.06)
= 1,320 SF
SURFACE AREA PROVIDED = 4,952 SF ® ELEV. 430
SEDIMENT VOLUME REQUIRED = 1800 CF/AC x DA
= (1800)(1.88)
= 3.384 CIF
SEDIMENT VOLUME PROVIDED = 6,766 CF ® ELEV. 430
TOP OF BERM ELEV. = 431.50
EMERGENCY SPILLWAY = 20.0' WIDE
SPILLWAY ELEVATION = 430.5
SKIMMER SIZE = 2" DIAMETER W/ 1.00" ORIFICE
DEWATERING TIME = 3.45 DAYS
I I I I ®� .` I VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21
® \ _ 25• CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
s I I .^ ` _ - t5• GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR PERMANENT
GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. DISTURBED AREAS LEFT INACTIVE
\ i 1 n r\ cn I • ' } • - 436 i BETWEEN ANY PHASE OF GRADING SHALL BE TEMPORARY SEEDED WITHIN 7 WORKING DAYS OR 14 CALENDAR DAYS, WHICHEVER IS SHORTER.
\ 1 / \ I \ `- I • - .a ` / \ - - - PROVISIONS FOR PERMANENT GROUND COVER MUST BE ACCOMPLISHED ON EXPOSED SLOPES WITHIN 15 WORKING DAYS OR 90 CALENDAR
` 7 \ DAYS, WHICHEVER IS SHORTER.
(A- 10. ALL AREAS AND SLOPES DISTURBED DURING CONSTRUCTION AND EXPOSED SHALL BE STABILIZED WITH TEMPORARY SEEDING AND MULCHING
u 1 $ o • f - \ / o WITHIN 7 WORKING DAYS, BUT NO MORE THAN 14 CALENDAR DAYS, FOLLOWING COMPLETION OF ANY PHASE OF GRADING OR PERIOD OF
U 1 I N D / INACTIVITY. PERMANENT GROUNDCOVER IS TO BE ESTABLISHED FOR ALL DISTURBED AREAS WITH 15WORKING DAYS, BUT NO MORE THAN 90
CALENDAR DAYS, FOLLOWING COMPLETION OF CONSTRUCTION, COMPLETION Of GRADING OR PERIOD OF INACTIVITY. PERMANENT SEEDING,
03
s N I MULCHING AND GROUND COVER SHALL BE APPLIED TO THE SITE FOLLOWING COMPLETION OF CONSTRUCTION.
'I \0 43g - - 11. ALL DISTURBED AREAS TO BE SEEDED AND MULCHED PER PERMANENT SEEDING SCHEDULE WHEN WORK IS COMPLETE.
A -' rn 12. SEDIMENT BASIN TO REMAIN IN PLACE UNTIL SUCH TIME AS THE PERMANENT STORMWATER BMP IS CONSTRUCTED. THE PERMANENT BMP IS TO BE
Cz Cz _ .� I� LOCATED ON LOT 6 AND IS BEING DESIGNED AND PERMITTED BY OTHERS.
81 -\ I Z to r 1 i �'; I \ FAM 14Y DOLLAR i m I 13. ALL SEDIMENT SHALL BE REMOVED FROM BASIN AND DISPOSED OF IN A LEGAL MANNER. ALL TEMPORARY DIVERSIONS SHALL BE GRADED OUT
y o -O -A 1 a \ p i rn TO MATCH PRE -CONSTRUCTION GRADES. THE SKIMMER BASIN SHALL BE FILLED TO MATCH THE PRE -CONSTRUCTION GRADES.
Z o C I \ \ (pL250 ��� ` , I THESE AREAS SHALL BE SEEDED AND MULCHED PER THE PERMANENT SEEDING SCHEDULE. THE SIFT FENCE SHALL REMAIN IN PLACE
p--9 it I \ \ P \ I 435 UNTIL THESE AREAS HAVE ESTABLISHED VEGETATION.
J
GO
1 \ r I 14. CALL FOR INSPECTION.
cr rn I `` _ F.F.E. = 4�6.67 \
8 -1 I 2S N - 15. AFTER FINAL APPROVAL, REMOVE REMAINING SILT FENCING, AND/OR ANY REMAINING TEMPORARY EROSION CONTROL DEVICES.
O rn \ \
I J o I \ �-
C) I ° \ I - BL K & GRAVEL I TOTAL DENUDED AREA = 1.88 AC
\ / INL PROTECTION A 9
(TYPICAL) � � I 1 1 ROCK CHECK DAM
$ � IJ 11 � \ 1n ••'.+ � - _ - I / ( TYPICAL
EROSION CONTROL LEGEND
sF SF SILT FENCE -
I / I I III TEMPORARY DIVERSION
CENTERLINE OF CHANNEL I 0 1 - - / / DITCH (TYP.)
LIMITS OF DISTURBANCE u I \ SS
OF DISTURBAN �
�TD====>TDTEMPORARY DIVERSION
DIVERSION I f _
TREE PROTECTION FENCE \ DITCH (TYP.)� _ � ,� ,. ,• ( / orrcH DESIGN 'A" -GRASS LINED CHANNEL CALCULATIONS
4
PP � � • ` J �0 A 10 YR, STORM
T MANNINGS ROUGHNESS 0.03
N
PERMANENT SEEDIM
SHOULDERS. SIDE D
DATE TYPE
AUG. 15- NOV. 1 TALL FESCUE
NOV. 1 - MARA TALL FESCUE
AND ABRUZZI RYE -(NURSE CROP)
MAR. 1 - APR. 15 TALL FESCUE
APR. 15- JUN. 30 NULLED COMMON BERMUDAGRASS
PERMANENT SEEDING -
SLOPES (3:1 TO 2,11
AUG. 15-NOVA TALL FESCUE
AND SERICEA LESPEDEZA ((NIHULLED, UNSCARIFIED)
NOV. 1-MARA TALL FESCUE
AND CEMCEA LESPEDEZA (UNIRRLED, 11NSCARIRED)
AND ABRUZZI RYE
MAR. 1-JUNE 1 TALL FESCUE
AND SERICEA LESPEDEZA (SCARIFIED)
MAR. 15-J ME 30 WEEPING LOVEGRASS
AND SCRICEA LESPEDEZA (SCARIIED)
MAR. 15-JUNE 30 HULLED COMMON �GRI ERA LESPEDEZAZA(SC)
TEMPORARY SEEDING
JUKE 1-SEPT. 1 TALL FESCUE (N
URSE
R OOSO UM-SSUDANBROWN TOP �HTYBRIDSS-(NURSE
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 DESPED
IN HEIG HET BEFORE MO"NGOTHHEERW SE FEFESCOW ��AM MAY BE ARY SHADEER D OUT. OVER 12
MULCH WITH WHEAT STRAW AT ZOOO LBS/AC.
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
02/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
03/20/13
TFW
PLANING RATE
� LL.BBSS./ CARE
� LEMZA
15 L8S./ACRE
BOTTOM WIDTH 21
- iM CHANNEL • • �
•�® '•�PE .05 FT/FT
1" DEPTH .1
--''_ .
.1� 1milkWETTED
-�3-
I III �� \ • •/ • _ 1 - �. CROSS 1 / 1
.27 SF
Ss`
15' TYPE ,A BU
o DESIGN FLOW 0.64 CFS
c Tp5w - _ _ - III AVERAGE VELOCITY 2.38 FPS
I •S 432 w STOCK W 221-55 / I I
1 430 J I I I USE STRAW W/NET MATTING
o \ I _ /
# `P SF 429
� SILT I I
J I II
16 � 430 428 / FENCE -
o/ GINN POI T SILT / 428 _ -' i _
�\ prc C _ FENCE-429
1 1. 70. _ 410
_ _431.5.- = �� _ / - 431
/ r _ _ - = � 430 SEA -
BE 1�IL FE CE (TYP.)I - - - - - - j I / \j L - - - 429 �- TEMPORARY CONSTRUCTION EASEMENT
TE ONSTRUP 0 f' L - - / - 43 -�LOT 6 LIMITS OF DISTURBANCE •
F--- ALLIED INVESTORS, INC. COIR BAFFLES TYP. RIP RAP DISSIPATOR PAD
20D LBS/ACRE \EASEM N I �� / -
35 / 28� �� / D.B. 1145. PG. 347 •
30 LBS/ACRE \ / ` _ - J A PART OF TRACT 1 81Vx12'Lx22"D
o _ P.B. 2010. PG. 674-676AVG
/ 1 \ SKIMMER, 2" DUL WITH BMP CONSTRUCTION BY A PART OF CLASS
STONE
1.00" ORIFICE. OTHERS CONSTRUCTION PIN N0. 9586-98-t436 VEL-6.85 FPS
I / SHALL BE COMPLETE ZONING: RA-20R & COMM KNOW WHAT'S BELOW.
I / PRIOR TO FINAL C.O. LAND USE: VACANT
I LEAVE A 20' GAP IN CALL BEFORE YOU DIG.
II SILT FENCE AT SPILLWAY
Designer
W&R
Scale
1" = 20'
Drawn By
Date
1 30 13
Checked By
job No.
DM
02120304
FAMILY DOLLAR STORE - #705283
Harnett County North Carolina
EROSION CONTROL PLAN
SIN/ 30ao�
s
c
a ` SEAL
v:o 28948.20
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 k.
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
I I I MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Sheet No.
C2.1

CATCH BASIN
TOP 4 32
W. N 44Q•O
NV. OUT 440.57
STANDARD LANGUAGE FOR NPDES-SF
(FOR COMPLUNCE WITH NCGO10000)
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TOP :4.95
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JUN_ _ \
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No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
2/07/13
ALP
2
REV PER COUNTY dr NCDENR COMMENTS
03/20/13
TFW
1
1 .S
I
1
1
1
a
$�
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CE (TYP.)
EASEM
B
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I SILT FENCE AT SPILLWAY
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Designer
W&R
Scale
1" 20-
Drawn By
Date
1 30 13
Checked By
lob No.
DM
02120304
�' TYPE 'A�BUFFER
1
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i — — I -
LOT 6
ALLIED INVESTORS. INC.
T — 47 A PART OF TRACT1
` P.B. 2010, PG. 674-676
SKIMMER. 2" DIAL WITH BMP CONSTRUCTION BY A PART OF
1 00" ORIFICE OTHERS. CONSTRUCTION PIN NO. 9586-98-1436
SHALL BE COMPLETE ZONING: RA-20R & COMM
PRIOR TO FINAL C.O. LAND USE: VACANT
i
e
_ � s 63'2•'z7- w z6a
- LIMITS OF DISTURBANCE
TEMPORARY DIVERSION
DITCH (TYP.)
TEMPORARY CONSTRUCTION EASEMENT
ROCK CHECK DAM
TYPICAL
ROCK CHECK DAM
TYPICAL
TEMPORARY DIVERSION
DITCH (TYP.)
OAF
�' ��FENCEEND SILT
�i4 /i�
iwnowR - = Ps
-- �0/
430
429
now -
FAMILY DOLLAR STORE - #705283
Harnett County Carolina Carolina
COIR BAFFLES TYP.
TEMPORARY CONSTRUCTION EASEMENT
LIMITS OF DISTURBANCE
RIP RAP DISSIPATOR PAD
8'Wx12'Lx22"D
AVG 6' DUL
CLASS B STONE
VEL-6.85 FPS
NPDES STABILIZATION PLAN
1. THIS SHEET IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCGO10000;
2. THIS SHEET CAN BE APPROVED BY THE COUNTY PURSUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000
ONLY;
3. THIS SHEET OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL STORMWATER
PERMIT NCGO1000D;
4. THE COUNNTY IS NOT AUTHORIZED TO ENFORCE THIS SHEET OF THE PUNS AND IT IS NOT A PART OF THE
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE COUNTY CODE.
iAREAS TO BE STABILIZED
STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTION
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
SyJ /302 0-3
113
GRAPHIC SCALE
20 0 10 20 40
1 inch - 20 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832
Sheet No.
C2.2

I
CATCH BASIN
TOP (((.95
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INV. IN 440.39
INV. WT 440.17 SWI 15- 0-
T
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- - ig
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LAND USE: VACANT _
-
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TOP (FUL. L.
- -
MV. (FULL OF S
) INV. WT 435.24-
MANHOLE
IFS
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i SENCHRx NA
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�- -� WV. IN 436.96
v COTTON SET
INV. OUT 436.a1
IN ASPHALT
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NAVD. as
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CONNECT
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CARLETTA R. CAM I
D.B. 1034. PG 972 1
LOT A
PLAT CABINET F. SUDE 240-C I
PIN N0. 9586-68-8190
ZONING: RA-20P
LAND USE: VACANT
CONNECT 4" SS
SERVICE TO EXISTING
SEWER MAIN
-
-sr -
I
I fm3 _
- ACCESS EASEMENT
66 PRIVATE 67s-676
P.B. 20t% PG
I
1
I
I NOTES KEYED TO PLAN
1
1 Q 1" TYPE "K" SOFT COPPER WATER SERVICE
Q 1" WATTS 909M3OT RPZ BACKFLOW PREVENTER
1 LOCATED IN ABOVE GROUND HEATED HOT BOX
I © 3/4" WATER METER
Q SANITARY SEWER CLEANOUT
1 EO 4" PVC SANITARY SEWER 0 1.04% MIN
1 Q CONCRETE TRANSFORMER PAD, SEE FDS NOTES
1
0 CONCRETE HVAC PAD, SEE FDS NOTES
1 Q CONCRETE COOLER/FREEZER PAD, SEE FDS NOTES
O1" IRRIGATION RPZ (WATTS 909MIOT)
1 LOCATED IN ABOVE GROUND HEATED HOT BOX
1 0 3/4" IRRIGATION METER
O EXISTING FIRE HYDRANT
1 ® 4" BACKWATER VALVE
1 ON 4" PVC SDR 35 SANITARY SEWER 0 1.04% MIN
1
1 SEE FAMILY DOLLAR NOTES ON SHEET C1.0
I
1
I HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITY'S STANDARD WATER NOTES
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY & SPECIFICATIONS.
2. THE EXISTING UTILITIES SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION, BUT CAN BE CONSIDERED
ONLY AS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS INFORMATION AND UTILITY LOCATIONS
PRIOR TO COMMENCEMENT OF WORK ON SITE. ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION SHALL BE
REPORTED TO THE PROJECT ENGINEER FOR REVIEW PRIOR TO BEGINNING CONSTRUCTION.
3. CONTRACTOR SHALL CONTACT NC ONE -CALL AT 811 A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES.
4. FIRE HYDRANTS SHALL BE PAINTED RED WITH HIGH REFLECTIVE SILVER CAPS AND BONNETS.
5. THE CONTRACTOR SHALL NOTIFY THE HARNETT ENGINEERING DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS.
6. SANITARY SEWER AND WATER PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH
HARNETT COUNTY STANDARD SPECIFICATIONS.
7. WATER AND SEWER SERVICE TIE-IN POINTS AND ELEVATIONS SHALL BE COORDINATED WITH THE PLUMBING PLANS.
UTILITY NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH HARNETT COUNTY STANDARD SPECIFICATIONS & DETAILS AND WITH ALL
APPLICABLE BUILDING AND PLUMBING CODES INCLUDING BACKFLOW PROVISIONS.
2. WHERE STATIC WATER PRESSURE EXCEEDS 80 PSI, A PRESSURE REDUCING VALVE MUST BE INSTALLED AS REOUIRED BY
THE NORTH CAROLINA STATE BUILDING CODE. THE PRESSURE REDUCING VALVE WILL BE INSTALLED ON THE BUILDING
SERVICE LINE AFTER THE METER.
3. WATER SERVICE PIPE FOR %" TO 2-INCH CONNECTIONS SHALL BE TYPE "K" SOFT COPPER WITH NO JOINTS OR COUPLINGS
IN THE RIGHT-OF-WAY. THE FITTINGS SHALL BE FLARED COPPER TYPE BRASS FITTINGS OR COMPRESSION TYPE FITTINGS.
4. ALL METER BOXES SHALL BE CONSTRUCTED OF PLASTIC WITH CAST IRON LIDS.
5. CAST IRON, DIP OR PVC MAY BE USED FOR 4-INCH AND 6-INCH SANITARY SEWER SERVICE CONNECTIONS. THE MINIMUM
SLOPE FOR 4-INCH AND FOR 6-INCH IS 1/8- PER FOOT (1%). THE ENDS OF THE LATERALS WILL BE PLUGGED
WATER/AIR TIGHT. CLEANOUTS SHALL BE PROVIDED AS SHOWN ON THE PLANS, BUT SHALL NOT BE SPACED GREATER
THAN 75 FEET FOR 4-INCH LINES AND 100 FEET FOR 6-INCH LINES. A CLEANOUT SHALL BE LOCATED AT THE
EASEMENT OR RIGHT-OF-WAY LINE AND MUST BE CONSTRUCTED OF SCH. 40 PVC.
6. THE CONTRACTOR SHALL NOTIFY HARNETT COUNTY ENGINEERING DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS.
7. HCDPU MAINTENANCE ENDS AT THE EASEMENT LINE.
8. SHOP DRAWINGS OF UTILITY MATERIALS MUST BE SUBMITTED TO HCDPU PRIOR TO CONSTRUCTION.
HORIZONTAL RELATION OF WATER MAINS TO SEWERS
WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS, UNLESS THE WATER MAIN IS
LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP
OF THE SEWER.
VERTICAL RELATION OF WATER MAINS TO SEWERS
WHENEVER A WATER MAIN CROSSES OVER A SEWER, THE WATER MAIN SHALL BE LAID WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE SEWER, UNLESS BOTH THE WATER MAIN AND SEWER MAIN SHALL BE
CONSTRUCTED OF DUCTILE IRON AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10
FEET ON EACH SIDE OF THE CROSSING.
WHENEVER A WATER MAIN CROSSES UNDER A SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE
CROSSING AND MAINTAIN A MINIMUM OF 18 INCH VERTICAL SEPARATION. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED
AT THE POINT OF CROSSING.
VERTICAL RELATION OF SANITARY SEWER MAINS & WATER MAINS TO STORM SEWER
WHENEVER A SANITARY SEWER OR WATER MAIN IS CROSSING OVER OR UNDER A STORM SEWER, A VERTICAL SEPARATION OF 24
INCHES SHALL BE MAINTAINED, UNLESS BOTH LINES ARE OF DUCTILE IRON OR ENCASED IN CONCRETE.
NOTE TO CONTRACTOR
1. CONTRACTOR TO COORDINATE ALL UTILITY CONNECTIONS WITH THE APPROPRIATE AGENCY, PROVIDER OR OTHER PERTINENT
ENTITY.
2. ALL SANITARY SEWER CLEANOUTS IN PAVEMENT SHALL BE TRAFFIC RATED (H-20).
3. THE CONTRACTOR SHALL SUPPLY THE FOOTING, FOUNDATION, CONDUITS AND CONDUCTORS FOR THE SIGN. SEE THE
APPROVED SIGN PLANS FOR SPECIFICS.
4. THE CONTRACTOR SHALL SUPPLY CONDUITS AND CONDUCTORS FROM THE TRANSFORMER TO THE PANELS OR CT CAN
AS REQUIRED BY F.D.S.
5. A LICENSED UTILITY CONTRACTOR SHALL INSTALL SERVICES FOR WATER AND SEWER.
I A.
The Fire Marshars Office shall approve all hydrant types and locations In new subdivisions. However, Harnett County Department of Public Utilities (HCDPU) prefers the contention to Losing one of the following fire hydrants:
I
1. Mueller -Super Ceaturion 250 A-423 model with a 5%" main valve opening three way (two hose nozzles and see pamper nozzle) -
2. American Darling- Mark B414-B 5'/4" three base nozzle);
I
model with a main valve opening way (two nozzles and me pamper
3. Waterms -Pacer B47-250 model with a 5'/4" main valve opening three way (two hose nozzles and one Pamper nozzle) or approved equal for standardization.
B.
I
Fire hydrants an installed at certain elevations Any grade change in the vicinity of any fire hydrant which impedes its operation shag become the responsibility of the Utility Contractor for correction. Corrections will be monitored by the HCDPU Utility
Construction Inspector amd the Harnett County Fin Marshal
1 C.
The Professional Engineer (PE) shag obtain and provide the NCDENR "Authorization. to Construct" permit to the Utility Contractor before the construction of the water Hoe shag begin. The Utility Contractor mast post a copy of The NCDENR "Authorization to
I
Natural Reuerca - Division of Eoviroameotal Health, Public Water Supply (NCDENR-D W site prior start of construction. T
Construct" permit issued by the North Carols Department of Environment and iota h. pply Section (N EH,P SS) m m prm to the Imm. he permit into be maintained an
site throughout the entire construction process of the proposed water lines that will serve this project
I D.
The Utility Contractor shall notify Harnett County Department of Public Utilities (HCDPU) and the Professimd Engineer (PE) at least two days prior to construction commencing. The Utility Contractor must schedule a pre-eoastructbn conference with Mr. Alan
1
Moss, HCDPU Utility Construction Inspector at but two (2) days before construction will begin and the Utility Contractor mast coordinate with HCDPU for mTolar inspection visitations
and acceptance of the water system(s). Construction work shag be performed only daring the normal working boon of HCDPU which is 8:00 am - 5:00 pm Monday through Friday. Holiday and weekend work is not permitted by HCDPU.
i E.
The Professional Engineer (PE) shag provide HCDPU and the Utility Contractor with a set of NCDENR approved plans marked "Released For Construction" at least two days prior to construction commencing. The Registered Land Surveyor (RLS) should stake out
1
all W toners and the grade stakes for the proposed finish grade for each street before the Utility Contractor begins construction of the water Hae(s). The grade stakes should be set with a consistent offset from the street centerline so as not to interfere with the street
1
grading and utility construction.
F.
The Utility Contractor shag provide Me. HCDPU Utility Coostmetioo Inspector with material submittals and shop drawings for all project materials prior to the construction of any water live extensi0e(s), and anwinted water services in Harnett County. The
I
materials to be used an the project mast meet the established specifications of HCDPU and be approved by the HCDPU Utility Construction Inspector. AN substandard materials or materials not approved for an in Harnett County found on the project site mint be
I
removed immediately when notified by the HCDPU Utility Construction Inspector.
1 G.
The water main(s), fire hydrams, service lines, meter settee
and all associated appurtenances shall be constructed in strict in accordance with the standard spetitatiams of the Home# County Department of Public Utilities (HCDPU). The Utility Contractor shall be responsible to locate the newly installed water main(s), water
1
service Hues and allassociated meter setters and meter boxes for other utility companies and their contractors until the new water main(s) have been approved by the North Carolina Department of Eavirooment and Natural Resources - Division of Enviroamental
Health, Public Water Supply Section (NCDENR-DEH, PWSS)md accepted by HCDPU.
H.
Prior to acceptance, all services will be inspected to insure that they are installed at the proper depth. A0 meter boxes mast be flash with the ground level at finish grade and the meter setters most be a minimum of 8" below the meter box lid. Meter setters shag be
i
centered in the meter box sod supported by brick, black or sinew.
I L
The Utility Contractor shall provide the Professional Engineer (PE) and HCDPU Utility Construction Inspector with a act of red line drawings Identifying the complete water system installed for each project The red line drawings should identify the materials, pipe
sizes and approximate depths of the water Hoes os weH as the gate valves, fire hydrants, meter setters, blow off assemblies and all associated appartemons for all water Hoe(s) comstmeted in Harnett County. The red Hue drawings should clearly identify any devlations
1
from the NCDENR approved plans All change orders most be approved by HCDPU and the Professional Engineer (PE) in writing and properly documented in the red Hue field drawings
1 J.
Potable water mains crossing other utilities and non -potable water hues (sanitary sewer, storm sewer, RCP, etc.) shag be laid to provide a minimum vertical distance of twenty-four (24") inches between the potable water main and all other ati hies. NCDOT requires
I
the new water mains to be installed under the storm water lines. The potable water main shall he installed with twenty-four (24") inches of vertical separation and with ductile iron pipe when designed to be placed under a son -potable water line such as sanitary sewer
I
or dorm sewer lines If these separations cannot be maintained then the water main shall be installed with ductile iron pipe. Both the potable water main and the non -potable water Her most be cast iron or ductile iron pipe (DIP) if the state minimum separations
1
cannot be maintained. The ductile iron pipe most be laid so the mechanical joints arc at least (10') feet from the point where the potable water main crosses the non -potable water Hoe.
I K.
Potable water mains LnstaBed para&1 to son -potable water limes (sanitary sewer, storm sewer, RCP, etc) shall be laid to provide a minimum horizontal distance of ten (101 feet between the potable water main and unitary sewer mains, sewer blank and services.
The horlaonlal separation between the potable water main and any other utility or storm sewer shag not be lam than five (51) fret The potable water main must be ductile iron pipe if this horizontal separation of feu (10') feet cannot be maintained. The ductile iron
I
pipe shall extend at bad sea (10') feet beyond the point where the minimum required horizontal separation often (IW) feet can be re-estabhebed.
I L.
Meter setters shall be isstaged he pairs on every other let line where possible to leave adequate space for other utilities to be installed at a later time The meter setters shall be installed at kast one (1') foot inside the right-of-way and at but three (3') to five (5') feet
I
from the properly Not between the lots.
M.
HCDPU requires that meter boxes for 3/4" services shag be 12" wide x 17" long ADS plastic boxes at least 18" in height with cast iron lids/covers. Meter boxes for 1" services shall be 17" wide x 21" long ABS plastic boxes at least 19" in height with plastic lids and cast
I
iron flip avers in the center of the lids Meter boxes for 2" services sbafl be 20" wide 32" long ADS plastic boxes at least 20" in height with plastic lids and can iron flip covers in the center of the lids
I N.
I
Master meters most be Installed in concrete vaults sized for the meter assembly and associated appurtenances u as to provide at least eighteen (18") inches of clearance between the bottom of the concrete vault sod the bottom of the meter setter. The master meter
1
mast be provided test ports if the meter is not equipped with test ports from the manufacturer is accordsocewith the HCDPU established standard specifications and details Ductile iron pipe most be used for the master meter vault piping and valve vault piping. The
Utility Contractor most provide shop drawings for the meter vaults to HCDPU prior to ordering the ancre! vaults
0. The Utility Costnetor will Losing polyethylene SDR-9 water service Una that train ender the pavement inside a schedule 40 PVC conduit to allow for removal and replacement in the future. Two (2) indeperukat 31P water service limes may be imstaged inside me (1) -
I 0 I two (2") inch schedule 40 PVC conduit or two (2) independent 1" water service lines may be installed inside one (1) - three (3") inch schedule 40 PVC conduit, but each water service shall be tapped directly to the water maim. Split services are not allowed by HCDPU.
K LINE P. The water main a fire hydrants, gate valv service Ita meter settee and associated appurtenances mint be rated for 200 and hydrostatically pressure tested to 200 s The hydrostatic ressurc tea s mast he witnessed 6 the HCDPU Utility Construction
I I TBAC� L b Y es, es, PP psi Y h' P P9 Y P K) Y dY
I 20-_SE15 • A� BUFFER H G I� Inspector. The Utility Contractor must notify HCDPU whew they are rmdy to begin filling in lines and coordinate with Harnett County to witmas all pressure testing.
1 TYPE Q. The Utility Contractor shall conduct a pneumatic pressure tat using compressed air or other inert gas m Oe stainless steel tapping sleeve(s) prior to making the tap on the existing water main. This pneumatic pressure test most be witnessed by the HCDPU Utility
I C B I I Construction Inspector. The Utility Contractor shall use Romac brand stainless steel tapping sleeve(s) or approved equal for all taps made in Harnett County. AN new water line extensions mod begin with a resilient wedge type gate valve slow equal to the diameter
1 NE of the am water. fine extension is order to provide a means of isolation between Harnett County's existing water mains and the mew water rot extensions under construction.
CONNECT 1WATER i on
s g peamo- LL NOTE R. AN water main will be constructed with SDR-21 PVC Pipe or Clan 50 Ductile IrPipe rated for at least 200 psi or greater. AN pipes mast be protected during loading, transport, unloading, stogig, and installation. PVC pipe most be protected from extended
"
SERVICE TO EXISTING 1 1337° W nl'� FROM 15A NCAC 027.0114 exposure to aim will be Bushed and disc
WATER MAIN WITH A # J 5 83� STORES AND SHOPPING CENTERS WITHOUT FOOD SERVICE S. AN water mains will be dashed and disinfected la strict accordance with the standard specifications of the Barnett County Department at Public Utilities. AN water samples collected for bacteria testing wig be collected by the HCDPU Utility Coesfovetlom Inspector
SERVICE SADDLE TAP I 100 GAL/1000 SO. FT. and tested in the
AA 8250 S0. FT. x 100 GAL./1000 SQ. FT. = 825 GPD HCDPU Laboratory.
1 IPS T. All fittings larger than two (2") inches diameter shall be ductile iron. HCDPU requires that mechanical joints be assembled with grip rings as "Megalag" fittings are not approved by Harnett County for pipe sizes smaller than twelve inches (12") diameter. PVC pipe
` BEOdMM G PONT I used for water mains shall be connected by slip joint or mechanical joint with grip rings. Glued pipe joints arc not allowed oe PVC pipe unit for water mains is Harnett County.
I K i ILEC.Op67 0� °°°•oauup°j U. HCDPU requires that the Utility Contractor install tracer MIN. SEPARATION OF 24" °•
E.1 an MUST BE MAINTAINED CA q• wire in the trench with all water Hues The tracer wire shall be 12 ga. Lmsandal, solid copper conductor nod it shall be terminated at the top of the valve boxes or sec mboks. No spliced wire connections shall be made aedergran ad on tracer win installed in Harnett
0p ° °tit RO °••
(L County. The tracer wire may be secured with duet tape to the loP of the pate Before haekfilHeg.
BETWEEN WATER SERVICE ° .•��$$f0 'G9•eee V. The Utility Contractor will provide Professional Engineer (PE) and the HCDPU Utility Construction Inspector with a set of red line field drawings to identity the installed locations of the water line(s) and all associated services. AN change orders mast be pre -approved
I 1 AND SEWER LINE ° 7Yy S• by HCDPU and the Profeatonal Engineer (PE) in writing and properly documented in the red line field drawings
1 B $ I 1 • SEAL W. The Utility Contractor shall spot dig to expose each utility pipe or line which may conflict with construction of proposed water line extensions well in advance to verify locations of the existing utilities. The Utility Contractor shah provide both horizontal and vertical
W 1 • , S clearances to the Professional Engineer (PE) to allow the PE to adjust the water line desk in order to avoid conflicts with existing underground utilities. The Utility Contractor shall coordinate with the utility owner and be responsible for temporary relocation and/or
1 I 28945 g securing existing utility pola, pipes, wires, cables, signs and/or atilitics inclvdimg services in aecordamce with the atility owner requirements daring water Hue installation, grading and street contraction.
TEE 1" WATER SERVICE c ° re X. Prior to the commencement of a work within established until' easements or PICDOT ol_we the Utli Contractor is required to have a signed NCDOT encroachment agreement on site and ■ all concerned utility tam min In accordance with
d > ° R' mY ri6h1 Ys dY re0 Eeed agreem posted soft dY pa
AND CONNECT 3/4" °• S° ^ G.S. 87-102. The Utility Contractor must a0 the NC Out Call Center at 811 or
IRRIGATION SERVICE I I LOT 6 •O•e F� °'°° ��e�•°f°, `1 (800) 632-4%9 /o verify the location of existing utilities prior to the beginning of construction. Existing adfides shown is then plans are taken from maps famished by various atkky companks and have not been physically located orverified by the P.E. (Le.
ALLIED INVESTORS, INC. a•M•areM �� �•°°••• /\� TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). The Utility Contractor will be responsible to repair any and all damages to the utlafocdon of the related utility company.
I I �" I • D.B. 1146, PQ 347 Y. The Utility Contractor shall provide HCDPU with at least one (1) fire hydrant wrench and one (1) breakowsy Range kit for every subdivision with fire hydrants developed in Harnett County. These items must be provided to HCDPU before the final inspection will be
A PART OF TRACT 1 scheduled by the HCDPU Utility Construction Inspector. In addition, the Utility Contractor shall install a 4" x 4" concrete valve marker at the edge of the right -of --way to identify the location of each gate valve installed in the new water system with the exception of the
o P.D. 2010. PG. 674-676 fire hydrant isolation valves The contractor shall meosure the distance from the center of the concrete marker to the center of the valve box. This distance (in linear feet) shall be stamped on the brain plate located on the top of the concrete valve marker. Ie lien of
1 I A PART OF installing the concrete valve markers, the Utility Contractor may provide at least two measurements from two independent Permanant above ground structures to the Professional Engineer (PE) in the red line drawings to identify the valve locations. The Professional
PIN N0. 9505-98-1435 GRAPHIC SCALE Engineer (PE) mast include these measurements in the As-Baik Record Drawings Submitted to HCDPU.
1 I I KNOW VVI-IAT'S BELOW. ZONING: RA-20R Ill COW 20 0 10 20 40 7- The Utility Contractor wig be responsible for any and all repain due to leakage damage from poor workmanship daring the one (1) year warranty period once the water system improvements have been accepted by Harnett County. Harnett County will provide
I CALL BEFORE YOU DIG. LAND USE: VACANT maintenance sad repairs when requested and big er the Developand/or Utility Contractor if necessary due Iswa �Nglack of response within 48 boon of notification of warranty work. The Utility Contractor wig be responsible for any and all repairs due to damages resulting
I Y I from failure to locate the am water Hoes and associated appartessuces for other utilities and their contractors until the water lines have been approved by NCDENR sod accepted by HCDPU. The final inspection of water system improvements cannot be scheduled
I I 1 inch = 20 f4 with HCDPU until the streets have been paved, the rights -of -way and utility easements have been seeded sod stabilized with an adequate abed of gram in place to prevent erosion issues on site.
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
2/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
3/20/13
TFW
Designer
W&R
Scale
1" a 20'
Drawn By
Date
GAS ALP
1 30 13
Checked By
job No.
DM
02120304
FAMILY DOLLAR STORE - #705283
Harnett
North Carolina
UTILITY PLAN
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
I I I MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.widwr.ravenel.com License No. C-0832
Sheet No.
C3 n0

1/2 ' EXPANSION —� REOIWMED TRANSITION LENGTH
JOINT Io'-o'
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2'-6" CURB AND GUTTER
FACE OF CURB
r
2'-6' 2'-W 2'-6' 2'-6•
EXPANSION
JOINT
A C
:P
FAQ OF CWB
eAn W CM
ry
N
v a NnTN`
A B C
VEIW
HPLAN
i
I
I
I
•
z
r .
WT
r-S•
�z
I r-c• I
t'
r-v
SECTION A -A
SECTION 8-0
SECTION C-C
SHEET 2 OF 2 OF 22
NOTES:
1. IN ADDITION TO THE ABOVE CURB SECTION
TRANSITION THE GUTTER SLOPE TRANSITION
REVISONS
IrF, vv°I wAw m
m.QI 07 _ OS
j `03 v
b 02 =.
E� t04
m L03 • Ate— `•:: �`
� m
o m
.:'— •. .05
10
.06
o
' oM I , oT
B 3• 4•gW[.1%n.
3 10'
I-
! 18• I "
1. 30• CURB & GUTTER 2. 30" VALLEY TYPE GUTTER
NOTES
t. t0• MAXIMUM BETWEEN caysmHCRON JOINTS
I5' MAXtlWM BETWEEN CONSTRUCTION JOINTS
OF MACHINE POUNS
2 112" EXPANSION JOINT EVERY 90'.
J. 3000 PSI CONCRETE MIOMIIM. 4" SLUMP MAXIMUM.
4. UOUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCOOT
STANDARDS & SPECIFICATIONS FOR ROADS AN0 SHEET 1 OF 2
STRUCTURES
5. ALL CONSTRUCTON JOINTS SHALL BE FILLED
MIN JOINT FILLER AND SEALER IN ACCORDANCE
MTNNCOOT ROADWAY STANDARD DETAIL 848.01,
THE JOINT MATERIAL SHALL CONFORM TO SECTION REVISIONS a76 VWW IMw M
LMI/W1 rr
SHALL CONFORM TO NOTE 1 OF STD. 30.01 uSYTA at CURB TRANSITION IC211-2 OF NCD0I S STANDARD SPECIFICATIONS FOR A03/M d11 CURB
TO 2'- 6" ROADS AND STRUCTURES. A/AAW Or AND
2. TRANSITION NOT TO BE LOCATED WITHIN VALLEY GUTTER 1/12M MOP GUTTER!
THE CURB RADIUS. E ABC STONE RECEIVED IROER ALL CURB & GUTTER. Am'07 JW
STD 20.21
EWE R1-8 OR R7-AA
O.SIM ARE O AELEIWW ALL 97-81 FRIIG SdB
NEON O 80110111 OF SNN
8 OR 10 IINLK NO OF PASS
BY OR MIER RIF SIX
ITCHY®
NCR: FOR rib APNKAIML RE
SAM WY E AIOIWRFD ON A
POSI. I E BUILDING FACE A
COIAN OR on" TRIO
MDIMRFG S1WFACE
97-8 OR R7-0
/OPR 10 MUM OF SRN
MEN PEAS=1N PDR TROY
CAR O UVX Alm By ON
Lem BE SMRL
NOW OF R-7 RESO Mm AIWI•N-
SIM AS RISCI m Or ALC
DOW NWIR OF NUOPMA ON
mmm ON 1WWOM NWnc
COMM Boas, SECIMN 24-21
FORT A
SIGNAGE LOCATION
6" DIA. STEEL CONCRETE
FILLED BOLLARD
PAINTED PER FINISH
SCHEDULE
3000 PSI
#57 WASHED STONE
® SV71 m-BA
/RADIUS CONCRETE AT TOP
OF BOLLARD
4.0'
�4.
16'
BOLLARD DETAIL
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
02/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
3/20/13
-FIN
M-JD
1/2' OOM11B101/ JMR
FN9EO ONBE
8S0 CLASS W
CAORM room
Nu
6'
STD. • 20.21
I R7 W 9f78 ME W ACCOMPANY ALL R7-60 I MMIIG WIS
VAN t w AOgSSgE'
I/r
R7-®
GALMrMWBO Stan. RD-
BMOED OHMEL POST
1/2' D6DNSM JIWR
FWIAEO BIDE
DSO CLASS A'
CMICETE FOOIA6
ADA 'VAN ACCESSIBLE" SIGN
ELEVATION R14
GROUT
(2) 15 X 5'-6' 1
r •-
3/4'4 HOLE (2)
14 ANCIOR TO PAVEMENT
1'-0.
STEEL DOME TOP, WELDED
TO TOP OF BOLLARD
REMOVABLE CENTER
BOLLARD —�
6" HANDLE, ALIGN ON FRONT
& BACK OF BOLLARD
LOCKING EYE,
WELDED TO BOLLARD —
LOCKING EYE, WELDED
TO GROUND INSERT -
5' DIAMETER tp
�- U '•:
GROUND INSERT : • • , w • p 6
3000 PSI
CONCRETE FOOTING
FRONT VIEW
REMOVABLE BOLLARD
ALIGN BOLLARD PIPE & GROUND INSERT SO EYES ARE LOCATED AT BACK & FRONT
OF BOLLARD, NOT STICKING OUT INTO TRAVEL WAY.
NOTE:
ALL METAL SHALL BE GALVANIZED. PAINT WITH ONE COAT METAL PRIMER AND TWO
COATS COLOR AS SPECIFIED BY FDS.
STANDARD REMOVABLE BOLLARD
Cabs
LECE/D AND 9=91S - OILD/
NWR Sam CN BILE FM
r
to-R.1 I/r
PAR= PAFM
7/8' Jny Es
A
SON R7-80 SIGN R7-8
COO.
U"-am
84CIOROIMT - MDE
R.1 1/r
A
VAN Tact
ACCESSIBLE
VAN ACCESSIBLE SON
COLM.
LEGEND AND BOWER - 61FFN
flIGYCA01WI1 -HIDE
Ir
R.1-1/Y (IWf
F'BWI.TY A/8 (AV)
iJrO 3/8' (hp)
SIGN R7-80
PLAN
CONCRETE WHEELST❑P DETAIL
Designer
W&R
Scale
NTS
Drawn By
Date
GAS ALP
1 30 13
Checked By
Job No.
DM
02120304
srs
FAMILY DOLLAR STORE
Harnett
ASPHALT PAVEMENT PATCH
aid fX& T�IdM 4A'dL
PAW T
LY
EMSTOO PAVOpNE151NO
,po ooAo. pbg
LoeO lT'o
oo;0 eoe eo•oe oeoeo 00-eo
•O
d$ eomel
a4
AOC
U � O 1EN ABM. IY IEYM OW111
0.�0
e.0•e Le00e O.L
0e0900•e 0. 01e'T0
IMAM
EXISTIQ ABC
EXISTNB SLBGmOE
1
I I.
Holm
1. LE PAV 9WL E fdLWD W A AIRAMpMT EIRE i.NtD W A mG1Elm SM CR.
2 L[ IEMMW StIIC1AE miwK 9MIE1. E TAfJfI1LMm AM SVnANE m1wAL Aw CTIiACRO w A TOILIx
W AT (EAST 95S 6 T t AmAl1ER W t AC1 A AAIwE OF THE "W IAE M ARWDY(E •M AAStMTO
T-s AS worm W IMR.
I TIE i F a M 9MAIL COM M Or ABM: WATEWAL CWPAC40 M A WOW EW& TO was a MAT
OmA W pVA . SMAAE o ME WIC11W r AECWDANaE " A m T-w AS
w6FED W MmDT. BLAWICb TRY w MDR mY E StppsN R APPRNYm W LIE EM mmm
a LE WIDE womem/wimm Wm W m LTIt 9 E TACRD.
A W SAE IN M OF PAOENT mtIOY MCM ELSR SHALL E XdMSTAULD, 9A w w CASC 9wE
LE AVT E MESS MAL r MOIL
a ME A T MWU MR W NJIN 9MNE E NSTAUM Aw mMPAc1N LOT y TO AD" A SMwmN
UxL PAML
I
1
1' 5' 4.5'
I T/a%FT
SLOPE 2.1 MAX
SIDEWALK
SHOULDER
VALLEY CURB
AND GUTTER
STIL • 20A 1
SIDEWALK AND SHOULDER
TO BE INSTALLED AT THE
TIME OF FUTURE DEVELOPMENT
CONSTRUCTION
24'
2 E
BGRECOUGESraFACE COURSEA I
J
` SHOULDER
VALLEY CURB
AND GUTTER
TYPICAL DRIVEWAY CR❑SS—SECTI❑N
- #705283
North Carolina
SLOPE 2:1 MAX.
DETAILS
KNOW WHATS BELOW.
CALL BEFORE YOU DIG.
tN CARp'••.
Q 9!
It SEAL 3
28948
g4:
•OOe�� A41 :••a�1gl r
WITHERS RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
III MacKenan Drive Cary, North Carolina 27511 tel: [phone] faX: [phone] www.widienravenel.com
Sheet No.
C4.0

TOP OF tNATe NOTES:
I) THE SLOPE OF THE COTTER TO
THE CATCH BASIN ON THE UPHILL
FOR SLOPE SEE 9 4L BEGIN ICI IIro11 THE
124' RED.'S SEE RHE CATCH BASH. THE SLOPE OF
Ir 7' NOTE 1. THE CUTTER TO THE CATCH BASH
ON THE DONML SOL
(n� LHLL BEGIN 5 FROM
ROW LINE FLOW CATCH BASIN.
0 I) SLEW CATCH
IN INSTALLED N
2-Y 0L HIE a PVD Pr[ ALL H SHALL.
BASINS OVER S N DEPTH
DEPTH THE U MEASURED FROMINM THE
r WAVER Or F 117 eav tY S. TOP HE THE H BASIN.
. THE NYEIti
to TO 6• HR011 Tlo O L11NB O 71E CATCH BASH.
0
5• 3) SOLD COMMIT BR"S MAYIN
USED IN4%IlM 4XSX OR aTIBxl6 SUES
O 4) NMI APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
1-4 TV
GONG STAMM 5' CASINGS
12'
s) DOWN CASING BEDROOM MIRROR
p SWEET NIGHT OF RAY.
3000
P.SL
CON. r D
s•p •
6• UP To 12' DEEP
6' ~ Or OVER 12' DEEP
V We
STANDARD C.B. STEP
3-03 RMARS I Ir
F LONG 1
GROUT
rPLACE
.j2WrtrRNN ELEVARON
n-�mm
A
YD
6' ,.• 6- REVISIONS PA
>C 3/B ARAMN Be aw
:
s` FANo 5' OM
• °3000 PST CONCRETE•• 1/17] v CATCH
yap]m BASIN
DRAWING NOT TO SCALE - STD. / 30.01
-----------------r7----------------- 73-
SIDE ELEVATION T
B
A�
15'
I� PLAN OF COVER B
f ` 6•� C-4
T -I
r 6•-r
SECTION A -A
21 r
r
SECTION B-B
TOP VIEW
r ROUND I 11-
1 r� 1-- 12 Y'�'I Fes+ r
aI'
OWN FEW 1,
r
Mawr
i
r MIT
3- �H Y 1Y•
DETAIL OF HANDLE
21 Y" -�
♦.--Ir SIDE ELEVATION
2T SHEET 1 OF 2
I " 2' r
REVISIONS E: ]/3 ONM B1:.M
1LI M"AA' AT CATCH
siA UPBASIN
�s y{ I+•s"+I CASTINGS
END ELEVATION
DRAWING NOT TO SCALE - STD. / 30.11
IT�d
tJ
USE EAST A:WDAN
V-4M-2
OR APAWWO EOVAL
N
v
W
COMBO
•"
j
�
N
COYE'R SECTION
ASSEMBLY SEC7701V
,,;ppF�'- 9rJY LG /EX 1D _/
7A I M/IS (dPADE 91
WIN = NN9�ERs
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
2/07/1
ALP
2
REV PER COUNTY ME NCDENR COMMENTS
3/20/1
TFW
Y rLASQI -
YN.
NAY
I'ACED r ORION
EDGE. ALL SOTS
SURD PI 00N0[A
A
DETAIL OF
pb1 PLATES
NOTES
I. FOR 24' PIPE t LARGER USE
PIPE OUNNETER PLUS Or FM
99
MAILMAN INSIDE CHIDHDOH
2 Y O P'
CAST
V SO CONCRETE L CAS
16• SOD CCPRE
A TCONL
PLACE OR PRECAST Ca1rAEE
T STANDARDS
TO MEET
LE.
ACCEPTABLE
y
x TOO STEP REQUOM ENTS,
Y
SEE NOTE III ON STANDARD
NO 30,01.
CONCRETE SLAB TOP
LASS 'A' CONCRETE
r Out
FROM
Sam
- DRAINING NOT TO SCALE -
STAFDARp
.UNCTION BOX
STD. / 30.04
1/2%0 STAINLESS STEEL DROP HANDLES
NOTE:
PANT WITH RUST INHIBITING
BLACK PAINT
OF MATERIAL
_BU
MATERIAL LIST FOR ONE UNIT - MAKE
UNITS
1
C15 X 339 CHANNEL 62 1 2"
MK-COI
4
1 X 1 N.R. RA7 BARJ_
-pal
2
3 x N.R. FLAT BAR 10
MK- 1
2
1 STANESS STEEL ROUND ROD 18
8
1 ' STAINLESS STEEL 110 NUTS
•
1 " STAINLESS STEEL MT WASHERS
BACK SIDE OF ASSEU& Y
NOM.
m (FADE B BOLUS LWEr FaF
BOLDING TO E'DER
Desimw
W&R
Scale
NTS
Drawn By
Date
GAS ALP
1 30 13
Checked By
Job No.
DM
02120304
aJ
EXISTING ROADWAY
6" MIN.
DETAIL OF STEPS
SLAB TO BE COUNTER SLINK I' IN DEPTH
UNDER HANDLE
3/4'R.
3/4. 8 SMOOTH BAR
2 - 3' x 1/4- TK. ROUND OR
SQUARE CUT WASHER 1' DIA. x 3' PIPE SLEEVE ( TO ALLOW
2 HEX NUTS HANDLE TO MOVE FREELY. )
PRECAST CONCRETE SLAB WITH 140. 4 @ 6' D.C. E.W.
�8. 1 COURSE/ EXISTING GRADE
r PLASTER
N MMO M: OVER If 1
1r MNMN UP TO 6
FROM TOP OF C1UR111.
3000 PSI
OPENING �
W
IE
a
STEPS
Of
(SEE NOTES)
NOTE:
7
EITHER SOLID BRICK SOLID
BLOCK OR PRECAST CONCRETE
11
MAY BE USED.
PIPE
4-
iioo
CONCRETE WALLS TO BE 6' THICK
Z
_
.
CDs
_
`
STEPS REQUIRED @ 16' O.C.
NOTE: INSIDE
DIMENSION FOR 24' PiPE
THROUGHOUT WHERE DEPTH
AND UP
USE PIPE DIA. PLUS 12'
EXCEEDS 5
USE ONLY 3000 P.S.I. CONIC. MIX
YARD INLET DETAIL
it
N.T.S.
B
r-B-
Ir
r
B
-E
0
I
I
O_ O_
T
,n•
!
A
X
O�
A
�
r�
00
1
B
SECTION B-B
b
N r 1
It - -II�-
T �
--�I a 1/2- Hi-
sEcnoN A -A
- DRAWING NOT TO SCALE -
STANDARD 24" X 24' DROP INLET CASTING 17-
o a
CATCH BASIN
STEEL TOP
1
- DRAWING NOT TO SCALE -
STD. / 30.12
1
NOTES:.
1. PUT SILT FENCE OR TREE
PROTECTION FENCE UP TO
,.:.'...::,:.,�::,::.-..•. ,, .;,:',.:.::.:.;.°'
�
ENSURE CONSTRUCTION
_-:•.�%�:'•=:-':_�'::�
ENTRANCE IS USED.
.2"-3" STONE TO BE
EXISTING :' :(SURGE STONE OR
RAILROAD-
2. IF CONSTRUCTION ON THE
ROADWAY -: BALLAST)::! �� '�. t?.
a:',,;:?-:....
15' SITES ARE SUCH THAT THE MUD
:,• • • -
- ,.- •
IS NOT REMOVED BY THE
`•'''•�-~'�'�'""'`,''"
VEHICLE TRAVELING OVER THE
-
THEN THE TIRES F TH STONE EN E ES 0 E
VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC
PLAN VIEW
ROAD.
35' MIN. 15' MIN. ,
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
NOT TO SCALE
NEW CONSTRUCTION
2" MIN.
Ln i
SECTION B-B
AOE T
lit
I I
y 2r
-+I -1 Or
~ I r OR, -�
4r r
SECTION A -A
aR,.Her STANDARD 24" X 36"
DROP INLET CASTING N YAM
DROP ] v
INLET N"
CASTING
STD. / 3am - DRAWING NOT TO SCALE -
TOP ELEVATION OF STORMWATER _ _ _ _
/5 WASHED
FAMILY DOLLAR STORE - #705283
Harnett County North Carolina
STANDARD
DROP INLET
CA
STD. / 30.14
- 1.5'
EXISTING SLOPE
=CLASSB
NOTE:
HEIGHT & WIDTH DETERMINED BY SIDE VIEW
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISTING SLOPES
NOT TO SCALE
DETAILS
GRATE PER CITY STANDARDS
USE STD. NO. 30.13 OR 30.14
NOTES:
1. FOR 24' RCP k LARGER USE
PPE OWATI R PUPS IY FOR
MINIMUM SIM DIMENSION.
2. 24" X TV CASTING WIN 12•.
IV t Ur PPE. 24- X 3r
CASTING USED VAIN 24" PIPE
OR LARGER. F PLACED DUW
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NWOT STANDARDS
3. USE r XC XIr OR 4"XB'X
19' SOLD CONCRETE BLOCK. CAST
N PLACE OR PRECAST CONCRETE TO
MEET 1LC.D.O.T. STANDARDS
ACCEPTABLE.
4. FOR STEP REO NtOAMT: SEE NOTE
2 ON STANDARD NO. 30.01.
1Y STANDARD
DROP INLET
- DRAWING; NOT TO SCALE - STD. / 30.03
TABLE 6.100 TABLE 6.10b
TEMPORAY SEEDING RECOMMENDATIONS FOR TEMPORAY SEEDING RECOMMENDATIONS
LATE WINTER AND EARLY SPRING FOR SUMMER
SEEDING MIXTURE
SPECIES RATE (LB/ACRE) SEEDING MIXTURE
RrE (LwAN) 120 SPECIES RATE (LB/ACRE)
PIEDMONT ARID COASTAL GERMAN MILLET 40
KOREAN N MOUNIAINS) 50
N51 GRA MAY BIEDMONT CE SEED AT AARRATE LB/ACRE.
OMIT ATO EX END BEYOA MMEN DURATION of TEMPORARY COVER
IS No ro EXTEND BEYOND .TINE.
SEEDING DATES SEEDING DATES
MOUNTAINS- ABOVE 2500 FEET: FEB. I5-MAY15 MOUFITANS- MAY 15 - AUG. IS
BELOW 2500 FEET: FEB. 1-10Y 1 PIEDMONT- MAY I - AUG. 15
PIEDMONT- .MN. 1 - MAY 1 COASTAL RAN - APR. 15 - AUG. 15
COASTAL PLAN- DEC. 1 - APR. 15
SOIL AMENDMENTS SOIL AMENDMENTS
FFOqLL�O0WW RECOMW4DAIOG OF SOL TESTS OR APPLY 2ADD FOLLOW RECOMMENDATIONS OF SOL TESTS OR APPLY 2AW
LB/ACRE GROUND AGROMIUR L U ESIONE AND 750 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750
Ls/ACRE 10-10-10 FERTILIZER. LB/AgIE 10-10-10 FERF49M
MULCH MULCH
APPLY 4.000 LB/ALE STRAW. ANCHOR SIMON BY TACKING WITH APPLY 4A00 LB/A% STRAW. ANCHOR STRAW BY TACKING RRN
ASPIIALT, NIET7N/0. OR A MULCH ANCNFORNIG TOOL A DISK WITH ASPNAI.T, NETTNIO. OR A MULCH NMEIORNIC TOOL A DISK WIN
ANCHORING TOOL. Y 5TRAKRR CAN BE USED AS A MULCH ANCHORING TONEAARLY STRAIGHT CAN BE USED AS A MULCH
MAINTENANCE MAINTENANCE
REFERVILEN F GROWTH 15 NOT FULLY ADEOU AYE. RESEED. REFERTERE F GROWTH 6 NOT FULLY ADEOIMTE. RESEED,
OR ERA DAMAGE. MULCH IMMEDIATELY FOUAMS EROSION REF OR � MULCH IMMEDIATELY FOLLOWING EROSION
A LAWN SEEDING
1. LIME SHALL BE APPLIED TO ALL AREAS AT THE RATE OF 90 POUNDS PER
1000 SQUARE FEET.
2. 10-10-10 FERTILIZER SHALL BE APPLIED TO ALL AREAS AT THE RATE OF 20
POUNDS PER 1000 SQUARE FEET.
3. 0-20-0 SUPER PHOSPHATE SHALL BE EVENLY DISTRIBUTED IN ALL AREAS AT
THE RATE OF 12 LOS. PER 1000 SQUARE FEET.
4. BERMUDA SEED SHALL BE EVENLY DISTRIBUTED OVER THE PREPARED SEEDBED
OF PROPOSED LAWN AREAS AT THE RATE OF 6 POUNDS PER 1000 SQUARE
FEET.
A. APPLY ANNUAL RYE GRASS AT THE RATE OF 2 LBS. PER 1000
SQUARE FEET. ONLY IF SEEDED BETWEEN OCTOBER 15 AND FEBRUARY 15.
5. CONWED FIBER MULCH SHALL BE EVENLY DISTRIBUTED OVER THE PREPARED
SEEDBED OF PROPOSED LAWN AREAS, AT THE RATE OF 75 POUNDS PER 1000
SQUARE FEET.
6. ASPHALT TACK -COAT SHALL BE APPLIED IN THE METHOD AND QUANTITY
REQUIRED TO HOLD MULCH TOGETHER AND PREVENT DISPLACEMENT BY WIND
OR SURFACE DRAINAGE.
7. ALL AREAS SHALL BE SEEDED, FERTILIZED AND MULCHED EVENLY AT THE RATE
0.5'-1' SPECIFIED, ROLLED ONCE WITH A ROLLER WEIGHING NOT LESS THAN 100
POUNDS PER LINEAR FOOT, TACK COATED AS REQUIRED AND WATERED
MAX D THOROUGHLY WITH A FINE SPRAY.
1 x 8. UPON APPROVAL OF THE CONSULTANT THE METHOD OF SEEDING MAY BE
N VARIED BY THE CONTRACTOR UNDER HIS RESPONSIBILITY TO PROVIDE A
HEALTHY, VIGOROUS, WEED AND DISEASE -FREE LAWN.
PERMANENT SEEDING H E SE DI G SCHEDULE
NOT TO SCALE
KNOW WHATS BELOW.
CALL BEFORE YOU DIG.
SEAL
28948 s
PPN0P4NI
WITHERS RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] www.withersravenel.com
Sheet No.
C4.1

•OgvmeunwtlKmuaruma�om emion peutlhefoxmc \
wa is emrs;sWdy dewawtl (sl Own II hours).
• 1Mow'rote-Rectors the inflow velocity and divert WI Kdimanl-fix
mlmR
Plan Va W
Average . AM \
W dMW L
• Anaef bmirwato urfareN
Tep of «bKlpWapllmryalerellan
m,f sa Baffles TPmbmd EmhmYanmt
FIBrm QB4e Eimrpde 9faetlimenl badnwbhasYNmmapblaM emmgeiKy5p01xay. Frain Pmsess'arik
FEtGsbn aM SeelimeM Pslu Crnbrl Maual, Mwde M.
6fMb ae.aaw
The men ofwam a at®es, ayaless m a®'lac «oocaaiareally I��M,. men
a oanvneioiW a«k arlW a permmled sixe W aft the brain 6 mere
eR'Kiem a rmavag aePeAcc Aanlber ad duside me the ski®era mW k
tim bCemeKdoafmoe prggu 1lm men dimmamge of mes®eaM
1bW ndom IeaPue Aegnml paimafi® rysmvag debut mtm
M inlet
Aak®enondeweMmebatm fin®lhebpnfthewamrmfape. Therse
of dewamirg mGbemmoltd. Atrwataro8 t®e rf2Nb T2 homes
e%abed Aq dd dWp tlmi sera fa the ansfar M.a
teeged rahA rsgMhlG
�1a 1ia.9L,
�„0ii
al
lw,p.
END VIEW FRONF VIEW
m.. k 8le SNimraGeaf aageaanr,fmm Penmylvaua Fialon and Se6mem Pdlbtim Conhol Wnas,
Marsh 2ppp.
6AL2 - Sewsas
Praefiee SfandarAs andSpreTfma#oex
Construction t. Cite,grab.m -vth a..ndumeebbbYmentofdlvepm6enend
Specifications � Rmwe dl surmK soil cesbaag MgbammtafogmWcmaner,
sad Wrckpile «dispom of8 pmpeely. Haul nll ebjetiom6k mawiW m the
destgaxN dupo®l aKa, Plata use mmy stlinaed central nsaba bdow
bnroasmded
2 P,mme met fill sw4gisl fen the embenlmmt k fig of room, woody
vegetaC®, organic rate, and abea6jgsimeblc v®Icrtl. Hs« the fill in
IiBaseat meeawd 9 irmm, and mmhaemaµmt tt Overfilltkcmbenkmenl
6 irc6m to slow for mltlenmt.
T. SAape tlK winbmespgifrddiv,eaipm. PKvme tlK skim®ogdCViee
from mWag Tao Ube sect by eamsiiog a shallow Pit utlm me akimnieror
pewi6vg a low •vµDon anM tlm sk'vimes of Nm or fimbe.
4. Ptacethebanel(ty*Wy4-inch&hcdbkQ"Cpipe)mamm,mcem
faratd.tim or impmigm sal Dn ant ens prima aeleml rash as end,
&ayeL «gmM1tl sbrc m hdfill wend else pipe. Pox the fiR vweial
gams ehc p'µc Adllw•Y a sash kYgs end wmpa it ends and sra�md
the paps b W lend me same tlmtily M me tljmmt mbeWmmt Cm man
he taken rra m -:s me Pim fiam do figs rmtxt wim its fommunnwban
compxfvagtmdeahe pipe hmmchm.
Ph aminWm dpthoftrmtaf pamtlbwHUwm piMWillmy
hefm cK iM it wim xmwrum agmpnteeL b no cese ehould me pipe
emduitWins MbymuiMabermdmughthedunaR t emb.k.t
is mmplese.
i Ae®ble dK diavm ml..ieg the amasses tmm irsmcoms, «as
em;gacA
C r„y tlx: mmdtl at®ire m me bdmra ofine bean vim aM Ilexbla
jetNthe Take ofine bmrtl pips AtIrA thetlgtiscjdnt m Beamo esrsPpe
avdp®Tien the aHmmovethe sxvekd Pit nrsuppoN emsh
e rapebmed®«mdaechm femme dde oflhe beds. ThkwLbe uxd
mpWl the ak®me b the ®de mrvaimm®cc.
7. BaKhev apllaayz-Ivardl meapl9wey yr mvlisOitbed emlbllrc ®ulel
etismat w3k. TheacbievmrmofPleontl ekvaligr, lDak, dmigo widen.
and rrnsax and exit chmnd does m miuml to the mvmml opvatlm
of else spillway. The ill., shads be Iked wim ImimNM plans m
geemmbk gedumle fabric. The fends rannhwide and Nmgemoglrm
mvm the Kamm mW Bides etl seed orbehe top ofine dam fen sawing
sirmtmrhtheedger mry hen own wimeitchdit carpas.The ❑acts
moat be long (Ismgls m stand rest lbe slope end sit ebb amble grams.
The widenof the fabricalmi 4mepigs• the Wai as µliml:awrvue
wars I.Ofxkrme Ahue Vmekngmafineerai.g cam Icsa mere
edits tmgm ofthe spillway, mWfrykeationa, apmmiv8 w xmplem widen,
may be gas. The taper eeeia4a) ehoolE overkP me Iowa eavm(a) ce
tlmt water cannot flow utle me Smut ern upper edge and aidm
of me fabric a a bench wim amplerm err m pig. (Adapttl feem'A M®uel fen
DetignL W. Fziirc[ a &d MaieraidoBBlo®gSalimeot Hevna^ Febwry.
1999. I. W. Fe-vddhh5oa}
R Ielga-Diochmge Use
leases, leases,letlses, weeysdmopmcde raegiµmm«sred.f mmpass]
to inn mraerimwmindiHvsmp eadRdiers,
(Ref :Rwrof/fbnwlA/ m,mardomw»wsdmr).
f. Emrim waml--Camwg me mocaae so dent me dlsmhM arm is
reaiese"A Dives airtfxc water away from bse, sass. Complew be
embanwml bcfae the men is slxrtd. Mahairs the mamas cY Villway
mbmlvomt uW dl odor dumbed ereM above the gag of ens puncipd
epiBwry imgdkmlY afle amtaaan (Refeemxs: Snrfaer.Gabilizaian).
10. lvmll penmen bafllm m apeifitl a Pamlix G65. Poem Bogen.
IL After WldKseTum i-padooegeessmacI pemaomdyambaissA
cognac the WruclaR eM WI the vmtble aadirwae. Sraoah the area m
blend with m<adessea; meat and se6itise properly (Refcreseaa; Swyace
Ses6ilaarion).
Maintenance W pW skimmer sediment wim a bat week sad after each dgsfirsnt
(.huf ash m Prater) exiefdl -1 and repeir immadietely. Rermve
ml®me ebb scares: Ile wa m it mighul limensiam whx as beset,
s b orehaV the high of the wt btlflG PWI w skimmer m
me Wdeamenelse ti. b.. m just aieeal beerexvakA @grateft
.
e� fi®14 evlve win vajun cams IhG skimmer m me first H.
MdGmee wgNmm growaga thc6aum ofinewio daxvnt hnM down
thedamc
Repair tlK balls it 16ry m dmaged. Rcanahnr the be®m if water is
gowingmdemmh m mated gem.
If the skimmer a clogued wim tram end mere is water in Ilse basin, oamlly
Jekag m tle tape will rinks dK ab. bob uD aM Bowe and Belo 1,
the dehea and emem now. If tlds does snot wait, pull me skinwe over ro
IlK sideafine6a®and maiden deb.i.. nkrnwltme at;fix ache ma
el®ebQadaclopA al; Jmrmmove me hbea. '
Iflhc Yuman -«hand prpe is cloggeA me wfix ai M rmwved sod
the obsbucuprdmtl aimaplumbmF anakemby flumiogwim wets. De
rmatlwplexabcgYm bar eepeifinoagmeatarneoe.
Oak me rabdc lined a Wway for dmmga atl assist ary ra udta d rVa.
wim rubric metµm me fidl widmoflhe apillwaY. Chekibeembask..
W lwsyn atl use fm norm damage, sad mapm the embaolment fm
pipingatl mil. k mlaecm'uyra*. aroadisid, Remove 0,
Iemh atl age ddxk Erma rot atimme sin pal man.
Fe®g wmhc em tmh a ix fm®eg a the ImarL stars, ap al
Ismalims dawm W sales, a th wimm asp ass m t4 *is. rem
plugpogwhhim.
\ I / CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
i
\ \RIP RAP HEADWALL
#5 WASHED
HE STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM
NOTES:
/ PERSPECTIVE VIEW 1. GRAVEL & RIP RAP FILTER BERM BASIN DETAIL IS
NO SCALE DESIGNED TO PROTECT EXISTING PIPE INVERTS THAT
DRAIN 10 ACRES OR LESS.
L DIMENSIONS ARE MINIMUM ACCEPTABLE UNLESS
SEDIMENT STORAGE OTHERWISE NOTED.
AREAS TO BE DISTURBEDRIP RAP
(CUTtkMWAXIMUM
� r FLOOD STORAGE ZONE
(/\ 1 1.
1 1 HEADWAL
PIPE NATURAL GROUND
p/O INVERT
1.5' 3CLASS 1 RIP�tAP
SEDIMENT DE #5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU BASIN, FILTER AND CULVERT PIPE
NO SCALE
ROCK PIPE INLET PROTECTION MAINTENANCE
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2INCH OR
GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE44ALF
THE DESIGN DEM H OF THE TRAP. PLACE THE SEDIMENT THAT G REMOVED IN THE DESIGNATED DISPOSAL
AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FENCING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE
REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILNTD, REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADKNNING
AREAS AND PROVIDE PERMANENT GROUND COVER
ROCK PIPE INLET PROTECTION DETAIL
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
2/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
03/20/13
TFW
Rn.aTa
DRAINAGE AREA MAY NOT
EXCEED 1 ACRE.
TOP OF SILT FENCE
MUST BE AT LEAST V
ABOVE THE TOP OF
THE WASHED STONE
STEEL POST !:
-WOVEN WIRE FABRIC USE SILT FENCE ONLY WHEN DRAINAGE AREA
-SILT FENCE FABRIC DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
V
fANCHOR
SLOPE FILL • FOR REPAIR OF SILT FENCE FAILURES,
USE No. 57 WASHED STONE FOR ANCHOR
WHEN SILT FENCE IS PROTECTING
CATCH BASIN.
6" MINIMUM COVER
•oOVER SKIRT
1
is SKIRT AS DIRECTED
ENGINEER
SIDE VEW
STANDARD TEMPORARY SILT FENCE
NOT TO SCALE
4'
NDTE:
SILT FENCE TBE
,
EVERY
INSTALLED EVERY 1SL F ALONG
L
STEEL FENCE POST
SILT FENCE WHEN SLOPES Aft.
SET MAX 2' APART
DRAINING TOWARDS THE FENCE.
MIN. 18-'INTO SOLID
GROUND
STEEL FENCE PITS
WIRE FENCE
HARDWARE CLOTH
FILTER OF /57
WASHED STONE
FILTER FABRIC
GROUND
FENCE
BURY WIRE FENCE
FILTER FABRIC.
AND HARDWARE
CLOTH IN TRENCH
BURY WIRE FENCE MID HARDWARE CLOTH \BURY 6" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
SECTION VIEW
STANDARD SILT FENCE OUTLET
NOT TO SCALE
I METAL POSTS
IN GROUND
HARDWARE WIRE
THE Top OF BOX.
?- MESH OPENINGS.)
�� a • -o
�f1 d1 ^n$p r� .1
1i o0w • 0"i11P 8' n ON G: 1
��qyf Oo p�dls o a/ ---��
op ^ eo
-�
�•m�' °b � • ^d d 0.0gw
cp
IVNIDGHT
STONE PLACED 70 A
OF OF 16- MIN. ABOVE
TOP OF BOX
F7L�dlNTitr';aam
WEATHERPROOF SIGN
AS SHOWN ABOVE
5' O.C. MAX �•{
♦ I
ORANGE POLYETHYLENE
LAM[NAR FENCING
40"
3 TREE PROTECTION ZONE
24-1-
3" KEEP OUT
P
I I I -------- I I WARNING SIGNS TO BE MADE OF DURABLE. WEATHERPROOF MATERIAL.
�LJ LETTERS ARE TO BE 3- HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS SHOWN /
POSTS MAY BE {- DIAMETER MANE PLACE SIGN AT EACH END OF LINEAR TREE PROTECTION AREAS. AND AT A MINIMUM
94TEWAL OF 300'.
2- DIAMETER OAK. OR 1.33 //LF STEEL FOR TREE PROTECTION AREAS LESS THAN 300' IN PERIMETER. PROVIDE NO LESS
THAN ONE SIGH PER PROTECTION AREA,
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
ALL TREES DESIGNATED TO REMAIN SHALL BE PROTECTED BY FENCING
AS ILLUSTRATED.
INSTALL TREE PROTECTION FENCE AND SIGWGE AT TREE DRIP LINE
OR AT EDGE OF DISTURBED AREA AS SHOWN ON PLANS PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
THERE SHALL BE NO STORAGE OF MATERNAL WITHIN THE BOUNDARIES
OF THE TREE PROTECTION FENCING,
TREE PROTECTION FENCING SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT.
TREE PROTECTION FENCE
NOT TO SCALE
I ' 2' MIN. DOT I I TM
2 : 1 SLOPE (MAIOMUNI)
CROSS SECTION
IMMEDIATELY
MMEDISTABILIZE DIVERSION DOFCH
OR
CO E R INS LL TEMPORARY SEEDING
COVER. INSTALL EROSION CONTROL
IMAT WHERE SHOWN ON PUMAS.
UPSLOPE T
2' MINIMUM
SIDE SLOPE
2 : 1 (MAXIMUM)
\\ \\\ \\ \\ \\ \\ \\ \\
Zh
\\\ \\\ \\ \\\\ \\\\ \\\ \\\ \\\\
STEEP CUT OR FILL SLOPE
NT BASIN MAINT
INSPECT TEMPORARY SEDIMENT BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
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 DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT
CONTROLS.
CHECK THE EMBANKMENT, SPILLWAY, 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 RISER AND POOL AREAS.
BAFFLES MAINTENANCE
INSPECT BAFFLES AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO
AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED
HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL
BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND
STABILIZE IT.
TEMPORARY TEMPORARY DIVERSION 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.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH 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
PERSPECTIVE VIEW
NTS
CONSTRUCTION SPECIFICATION
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO
SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED AT A
MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL.
THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE
SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE
BERM.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT.
S. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A
SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE SAWHORSE LEGS FOR
ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE
WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH SIP TIES,
WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 8 INCH EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
INSPECT BAFFLES AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE
BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE
DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
POROUS BAFFLE INSTALLATION DETAIL
NOT TO SCALE
SEEDING SCHEDULE
SEEDBED PREPARATION
SHOULDERS. SIDE DITCHES, SLOPES (MAX. 3:1)
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP DATE TYPE PLANTING RATE
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. AUG 15-NOV 1 TAALLLL FESCUE 300 LBS/ACRE
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. NOV 1-MAR 1 AND ZZf RYE 32W5 LLBBSSII
3. REMOVE ALL LOOSE ROCK, R0075 MID OTHER OBSTRUCTIONS RE
MAR 1-APR 15 TALL FESCUE 300 LBS%%/ACRE
LEAVING SURFACES REASONABLY SMOOTH AND UNIFORM. 15-JUNE 30 HULLED COMMON BERMIIDM,YtA55 25 LBS/ACRE
JUNE 30-AUG 15 !l•LL•L 1MILLET325(t AGRREE
4. APPLY AGRICULTURAL LIME. FERTILIZER. AND SUPERPHOSPHATE ••• OR
UNIFORMLY HYBRIDS 30 %ACRE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW).
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED. FIRM. REASONABLY SLOPES (3:1 70 2:1)
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. WN I-JUNE I SERICEA LESPEDEZA (SCARIFIED) 50 LBS/ACRE
6. SEED A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY (MAR 1-APR 15) AND ADD TALL FESCUE 120 LBS/ACRE
WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. (MAR 1-JUNE 30) OR ADD WEEPING LOVEGRASS 10 LBS/ACRE
(MAR I-JUNE 30) OR ADD HULLED COMMON BERMUDA GRASS 25 LLLBBBSSS//(AAACCCRRREEE
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. JUNE 1-SEP 1 ... � �SImuUDAN HYBRIDS TAO LBS/ RE
B. INSPECT ALL SEEDEO AREAS AND MAKE NECESSARY REPAIRS OR
30
RESEEDING$ WfIHIN THE PLANTING SEASON. E POSSIBLE. 6 STAND SEP 1-WAR 1 µI)CRLLF(e ,U A (UNHULLED-UNSCARIFED) 17200 L�S/ACRRFE
SHOULD BE OVER 70% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME.
FERTILIZER AND SEEDING RATES NOV 1-MIN 1 ADD ABRU22t RYE 25 L85/ACRE
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER 1S ESTABLISHED. CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE
FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (34 TONS/ACRE VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE
ON CLAY SOILS) THOSE WHICH DO WELL UNDER LOCAL CONDITIONS: OTHER SEEDING RATE
FERDUZER - 1,000 LBS./ACRE - 10-10-10 COMBINATIONS ARE POSSIBLE
SUPERPHOSPHATE - 500 LBS./ACRE - 20% ••• TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO
ANCHOR - ASPHALT EMULSION O 300 GAL. ACRE GROW OVER 12 INCHES IN HEIGHT BEFORE MOVING. OTHERWISE FESCUE
MAY BE SHADED OUT.
TEMPORARY SEEDMIG SCHEDULE
NOT TO SCALE
TREE PROTECTION MAINTENANCE
CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION. TAKE THESE
STEPS AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FROM THE SITE:
•REMOVE TREE PROTECTION ZONE FENCES.
STANDARD CATCH BASIN / YARD INLET PROTECTION
SEE DBIR STANDARA, SPECS
DS
FOR COMPUTE KawN 011ERIA a MASITU ANCE
PUBLIC ROADWAYS
KNOW WHAT S BELOW.
CALL BEFORE YOU DIG.
• PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED
TREES MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT
SYSTEM IMMEDIATELY.
•REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT.
SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS.
51LT��EOUTL�MAINTENANCEOUTL�MAINTENANCE
SILT FENCE MAINTENANCE
CHECK DAM
-REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS SHOWN IN FIGURE
REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
6.O5D, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH TREE PAINT.
REQUIRED REPAIRS IMMEDIATELY
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW,
REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
-CUT OFF ALL DAMAGED TREE UMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
BRANCH. USE THREE SEPARATE CUTS AS SHOWN IN FIGURE 6.05D TO AVOID PEELING BARK
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
INEFFECTIVE, REPLACE IT PROMPTLY.
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH
FROM HEALTHY AREAS OF THE TREE.
REQUIRED REPAIRS IMMEDIATELY
FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURE CAN BE TAKEN SUCH AS, INSTALLING
CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
INSECT -INFESTED TREES. REDUCE TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION
INEFFECTIVE, REPLACE IT PROMPTLY.
UNDERMINING THE FENCE DURING CLEANOUT.
DAMAGE OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
APPROPRIAATE. CONSULT YOUR TREE EXPERT IF NEEDED.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
CHANNEL VEGETATION. ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS
44###dtldtl##••
•INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION,
UNDERMINING THE FENCE DURING CLEANOUT,
STABILIZED.
NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
N CAR •O••
WHY THOSE MEASURES WERE TAKEN AND HOW THE EFFORT CAN BE CONTINUED_
NOT TO SCALE
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO CRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABLIZED.
Designer
W&R
Scale
NTS
Drawn By
Date
GAS ALP
1 30 13
Checked By
Job No.
DM
02120304
FAMILY DOLLAR STORE - #705283
Harnett County North Carolina
DETAILS
0 ./•.
aw�O SS/pAY9 A9 we
s SEAL
= 28948
�:
�1•�'j� Ci. AN TNEY%ww•JJ� ere S
WITHERS RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone] wwwmithemravenel.com
Sheet No.
C4.2

AS SHOWN PRECAST CONCRETE
EDGE ON PLANS PROTECTION RING
6•
6" WATER C.
LINE -\
STEAMER _
CONNECTION
2 1/2- HOSE
CONNECTION -
STONE
(7 C.F. MIN.)
6" HYDRANT TEE
4-3/4" TIE RODS WITH BRACKETS
NOTE. (SEE DETAIL)
TIE HYDRANT TO AWN LINE
W/TIE RODS N LIEW OF CONC.
BLOCKING N SANDY SOIL
TYPICAL FIRE HYDRANT INSTALLATI
NO SCALE
V FROM EDGE OF ROW
METER BOX LID. CAST NON u
SERVICE LINE
FROM. STREET =°
EXISTING H AS NOTED ON PLANS
ROAD I ROAD SHOULDER
2
_z
Io INDICATED
c H
ms
W jrI
V
U
a 46 BEND
NEW WATER LINE SERVICE LINE TO
CORPORATION METER CONNECTION
SERVICE SADDLE - A.Y. 1NCWNALD COCK -AY. MCDONALD
STYLE HINGED 3591 FOR 3//4'
m io SERVICE SADDLE - A.Y. IA(`DONALD
I
cot TRENCH WIDTH
BLOCKING PIPE O.D. + 1a' FOR PIPES UNDER 33" O.D.
(SEE NOTE) NOTE: PIPE O.D. + 24' FOR PIPES OVER 33' O.D.
WEEP HOLE TO 1. "SERVICE CONNECTION' IN PROPOSAL TO INCLUDE SERVICE SADDLE.
REMAIN OPEN AV BEND. CORPORATION COCK AND ALL LABOR INVOLVED IN
MAKING A COMPLETE SERVICE CONNECTION.
2. SERVICE PIPING TO BE 3/4- COPPER OR POLYETHELENE (SEE SPECS)
3. ALL BRASS FRIYMS SHALL BE COMPRESSION TYPE
TYPICAL WATER SERVICE CONNECTION ��
l USING TAPPING SADDLE DETAIL / A �
7 NO SCALE 13
3/4 NY Cab WIw
v.I�°yCNN
x ta' w12N: rN..a
N BOX METER TO BE NSW.LED \PRK I°ceHW NA• AVA°• a r M-MI .°M
BRICK SUPPORT
METER SETTER WITH
DOABLE CHECK VALVE
1. METER AND SERVICE LINE NOT N CONTRACT UNLESS SPECIFIED (BACXFLOW PREVENTEN)
2. INCLUDE STONE N PRICE OF METER BOX.
3. METER SETTER SIZE AS NOTED ON PLANS.
4. ALL BRASS fRRNGS SHALL BE COMPRESSION TYPE
TYPICAL 3/4" METER SETTER INSTALLATION DETAIL�W�
NO SCALE
a
PLAN
PLAN
18-
ELEVATION AO
V,
No.
Revision
Date
B
1
OFFSITE UTILITY AND EROSION
2/07/13
ALP
2
REV PER COUNTY & NCDENR COMMENTS
3/20/13
TFW
IRON
T
1r
Designer
W&R
Scale
NTS
Drawn By
Date
GAS ALP
1 30 13
Checked By
Job No.
DM
02120304
NOTE:
7' inslEe EASEMENT SHALL BE PROVIDED FOR SERVICE
RW CONNECTION WHERE SERVICE CONNECTION IS PtI
/r CAST IRON VALVE BOX OUTSIDE OF RIW DUE TO PHYSICAL CONSTRAINTS.
I I / W/CHARLOTTE NUB
I / BRASS CLEANCILIT PLUG AND CAP
MAX.
STOP AT RNV
PLUG
(DO NOT GLUE)
4" PVC VERTICAL
SCH 40 PVC VERTICAL
4-SWEEP WYE
SCH 40 PVC
SERVICE LINE
SCH 40 PVC
45°
TEE BRANCH
SLOPE MIN. 1%
SANITARY TEE
IN-UNE WYE
(SAME MATERIAL
FITTING FOR NEW
AS MAIM
CONSTRUCTION OR
ROMAI SADDLE
FOR TAP ON EXISTING
SANITARY SEWER MAIN.
TYPICAL SEWER SERVICE CONNECTION DETAIL
LAYING
CONDITIONS DESCRIPTION
FLAT BOTTOM UNDISTURBED
EARTH TRENCH, LOOSE BACKFlLL
it �O� .`,✓` - • - 1 1 •
III% \\-/T)---// '"/` •-All
L
TYPE 4
PIPE BEDDED TO ITS CENTERLINE
IN COMPACTED GRANULAR MATERIAL
4" MIN. UNDER PIPE. COMPACTED
GRANULAR OR SAND MATERIAL TO
4"ABOVE-TOP OF PIPE.
(APPROX. 95%-STANDARD PROCTOR,
AASHTO T-99)
TYPE 5
TYPICAL LAYING CONDITIONS DETAIL(
NO SCALE , 1
SANITARY SEWER
MAIN
PROJECT USE
NOT USED.
NOT USED.
ALL DUCTILE
IRON GRAVITY
SEWER LINE.
ALL PVC WATER
LINE AND PVC
FORCE MAIN.
ALL PVC GRAVITY
SEWER LINE.
FAMILY DOLLAR STORE - #70
Harnett
AND 2-12" OUTLET THREADS
NOT TO SCALE C21-VVM
1. INSTALL METER AT R/W
Z. 'TWO (2)-3/4' SERVICE LINES MIST BE INSTALLED
INSIDE A 2' SLEEVE.'
3. 'TWO (2)-l' SERVICE LINES MIST BE INSTALLED
4. ISLEEVVES 3' SLEEVE.*
BE SCHEDULE 40 PVC PIPE.
5. SEE DETAIL FOR SERVICE MATERIAL AND METER -
SETTING
4 SERVICE LIPS SWILL BE 3' BELOW FINISHED GRADE
2' PVC SLEEVE W/ 3/4' CARRIER
STREET
I I WATERMAIN
1 MIN SINGLE 3/4' SERVICES
LINE
I
C WATER SERVICE INST
NO SCALE
X MIN.1/3 C.Y. AT 3000 P.S.I.
PLAN BENDS
HTUKANI ILt
PLAN TEES
1�
I. '.. i
Al
.i
MIN. - 10" O OR LESS " t.
MIN. - 12" 0 OR LESS
pPE
9P BEND
1 45' BEND
221/7 BEND
II/r BEND
I TEE
PLUG
SZE
A
8
A
B
A
B
A
B
A
B
C
D
4-
a"
12'
B'
a"
6'
6"
6"
6'
8
9"
to'
16"
6"
16"
12"
e'
to"
8"
8"
a"
B'
TO"
10"
12"
Is'
a"
15'
13"
10'
10"
- a'
a"
a"
a"
to"
12"
12"
24'
fO
16
14
10
12
6"
f0
6'
10
11
14
14
25
12"
20'
16"
1Y
14
8"
12
8'
12'
14
16
16
30
14'
22"
19"
14"
16'
to'
14'
10"
14'
16'
is'
18"
34'
16"
26'
20"
16"
18"
12"
16"
12"
16"
is"
20'
20"
36'
5283
North Carolina
TYPICAL THRUST BLOCK DETAIL/ W
NO SCARE 7
TYPICAL VALVE BOX DETAIL/W�I
NO SCALE Z
1• ._ ... . , � d ._ ... rib,
Muir
WE NIPRE r OM }
NUN. 1/3 GY. Ai 7pM PSL ' • ;. .
TYPICAL PERMANENT BLOW —OFF ASSEMBLY DETAIL
BOX DETAIL
SILK
ND. N n
AT PIPE 111fER5ECTIONS. MULTIPLE
VALVES, RUN WRE UP AT ONLY
ONE VALVE.
SINGLE 12 AM SOLO CORE WIN
Box
PLACE DTI MILK IDO AT MDAUS WERE
M %IILVIS DO am ORI A,RE 1AFLA" MM HA
CONCRETE PROTECT
iFH9WD ORM
P.V.C. PWEL/IE
. Tii \yli
I TO BE LAID DATE VALVE
� SALTER LIIJE
TYPICAL TRACER WIRE INSTALLATION DETAIL
NO SCALE
1. ONILL NNE N MY.K BWI TO NSEN tRIRR WXFAYW W w to NSWE AND ROLL W a LEM " TRESS
L PLAcE In= am M Pam DOD AT 1 D' NIDRKR AEA S Omm ON INC PLANE. TMR•N.
S 06 NOT SPLKE WPC MIEN BEGOWS A NEW SPOOL NSIW SISTML A VALVE 00 AND ATTACH EACH WRIT SRN A
MAM5 90(t t0 K WINE BON.
BRASS MARKER PLATE
3/4- CHAIEER AT
EA CORNER
1R
' CAST THE LETTERS 'W N
ONE FACE OF THE CONCRETE
o MMAERK D ORIENT TOWARD
ROADWAY
Y
ROTATE MARKER TO OTHER END
FOR BLOW -OFF
PRECAST CONC.
NwN L4000 P.AL)
TYPICAL VALVE MARKER DETAIL/ W�
NO SCALE
AFTER INSTALLATION
/3 BARS
WATER MAIN
i i TAPPING SLEEVE SHAM` BE I, MAC BRAND
MODEL SST MANUFACTURED WITH 316
O STAINLESS STEEL.
TAPPING VALVE
WITH VALVE BOX
NEW WATER MAN
TYPICAL TAPPING SLEEVE AND VALVE ASSEMBLY DETAIL %W
ND SCALE
• e
KNOW WHArS BELOW.
CALL BEFORE YOU DIG.
FESS/OAA..°•. y
'Y e
aT SEAL T-•
i
a
{ 28948 Fes;
•4•SOp4•
13
DETAILS WITHERS RAVEN EL
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: [phone] , fax: [phone] www.withersTavenel.com
Sheet No.
C4.3

T
0
9
I I
ALLTEL I
I
II I
1
I
I❑ TPED
II
I
I
I
1
CARLETTA R. CAGEL 1
D.O. 1034, PG; 979 1
LOT A
1LAT CABKT F. WK 240-C
PIN Na 9566-68-6190
ZOOO RA-20R
LAND USE: VACANT
0
II 9
I
II
II
11
I
I
_ 1!
674-678
�- �- ��� P.B. p10. P11. �- Y
� �� 3 C1Y
uue ae
7oG 13F.99-ASPHALT PANNG I� �. �
72 AGE
1 elv a - 21 LCC
v e1v OUTT i29.i6 89 ss
4 QUS
AREA e0.Er�-
WP *FULLS ■
e1v (Flu OF SAND) I . � �_ EDP x-�K x-
II
I
I
I
I
I IF
I
i
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a
I
a 1
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19
I
aI
CI
'T1
I *0 N r l
c'> D
I1 70 (P rr7 II
I �x o
v
I
1
I
I 1
1
I
I
5 AGE
_-'
26 LCC
-15 LIC I
2
v
I
I
FAMILY DOLLAR T
(8,250 SF)
N F.F.E. = 436.67'
1 QUS \
\ I N ,•1 'a
8 MYC
WOW 6 MYC
_ SETBACK N
15' ®PE FFE
LaiAn
21.55
9 AGE
3 QUS
1 QUS
-9*00
I;
ILCC
CJY
MASTER PLANT SCHEDULE 03.21.13
PLANT TYPE
QTY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
11
QUS
Quercus shumardii 'Shumard'
Shumard Oak
B&B
3"
12'-14'
MATCHED SPECIMEN
TREES
6
CJY
Cryptomeria japonica'Yoshino'
Japanese Cedar
B&B
8'-10'
MATCHED SPECIMEN
15
LIC
Lagerstroemia indica'Centennial Spirit'
Crape Myrtle
B&B
2"
5'-6'
MATCHED SPECIMEN
42
AGE
Abelia grandiflora
Glossy Abelia
CONT.
3 Gal.
18"-24"
6' O.C.
SHRUBS
68
LCC
Loropetalum chinense 'Carolina Midnight'
Chinese Witchhazel
CONT.
3 Gal.
24"-36"
6' O.C.
14
MYC
I Myrica cerifera
I Wax Myrtle
CONT.
1 3 Gal.
1 24"-36"
1 6' O.C.
11
1
GENERAL LANDSCAPE NOTES
1
1.
THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING GRADING, WALLS, ETC., REFER TO THE SITE AND GRADING PLANS.
1
2.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH HARNETT COUNTY STANDARDS AND SPECIFICATIONS AND NCDOT, IF APPLICABLE.
1
3.
TREE PROTECTION FENCE SHALL SURROUND ALL EXISTING PLANTINGS AND EXISTING BUFFER AREAS.
4.
ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETE. THE FENCE SHALL BE REMOVED PRIOR TO THE FINAL
SITE INSPECTION FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
I 1
5.
NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO LANDSCAPING, GRADING, BUILDING ELEVATIONS
(ESPECIALLY COLOR), LIGHTING, OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF THE GOVERNING MUNICIPALITY.
1
6.
THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO).
1
7.
ALL HVAC SYSTEMS AND TRASH BINS WILL BE SCREENED FROM OFF -SITE VIEWS.
1
8.
ALL DUMPSTER AND RECYCLING LOCATIONS WILL BE SCREENED FROM OFF -SITE VIEWS..
9.
NO TREE SHALL BE LOCATED WITHIN A ROADWAY RIGHT-OF-WAY OR WITHIN 5 FEET OF A SIDEWALK.
1
10.
ALL PLANTS AND PLANTING PROCEDURES SHALL MEET OR EXCEED A.N.L.A. STANDARDS AS SET FORTH IN "AMERICAN STANDARD FOR NURSERY
1
STOCK", 2004 OR LATER EDITION.
1
11.
ALL TREES AND SHRUBS SHALL BE FULL, WELL -BRANCHED PLANTS WHICH ARE CHARACTERISTIC TO THE SPECIES.
1
12.
ALL PLANT BEDSTO BE MULCHED WITH A MINIMUM OF 4" OF CLEAN PINE STRAW. ALL PLANT GROUPINGS SHALL BE MULCHED AS ONE BED.
APPLY PRE -EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF ANY
PLANT MATERIAL
1
13.
TOPSOIL SHALL BE SPREAD OVER THE ENTIRE LANDSCAPE AREA TO A DEPTH OF AT LEAST 4 INCHES IN LAWN AREAS AND 6 INCHES IN SHRUB AND
I I
GROUNDCOVER BEDS.
1
14.
FINAL LOCATION OF ALL TURF AREAS SHALL BE APPROVED BY THE OWNER.
1
15.
VERIFICATION OF PLANT QUANTITIES SHOWN ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
16.
CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED UTILITIES PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. IF CONFLICTS OCCUR,
PLANT LOCATIONS SHOULD BE ADJUSTED AND APPROVED BY OWNER AND/OR LANDSCAPE ARCHITECT BEFORE ANY HOLE IS DUG.
1
1
I
ORDINANCE LANDSCAPE REQUIREMENTS
I
REQUIRED BUFFER AND SCREENING TYPES:
n
'I
*ALL BUFFER TYPES TO INCLUDE: A STAGGERED ROW OF LARGE MATURING TREES, SPACED NOT MORE THAN 30 FEET APART; AND
.. I
LOW -GROWING EVERGREEN SHRUBS, EVERGREEN GROUND COVER, OR MULCH COVERING THE BALANCE OF THE BUFFER AREA.
1
1 CJY 1
* TYPE A BUFFER OPTION is A ROW OF EVERGREEN SHRUBS PLACED NOT MORE THAN FOUR (4) TO SIX (6) FEET APART WHICH WILL GROW TO
7 LCC 1
FORM A CONTINUOUS HEDGE OF AT LEAST SIX (6) FEET IN HEIGHT WITHIN TWO (2) YEARS OF PLANTING.
1
* DUE TO OVER -HEAD UTILITIES, IN LIEU OF THE LARGE MATURING TREE PLANTING REQUIREMENT, MEDIUM AND SMALL/ORNAMENTAL TREES
SHALL BE PLANTED AT A RATE OF TWO (2) TREES FOR EVERY REQUIRED LARGE MATURING TREE.
** SEVEN (7) LARGE MATURING TREES REQUIRED = 15 MEDIUNVSMALL ORNAMENTAL TREES PROVIDED.
6 AGE 1
2 QUS i
I
1
1
1
1
1
I
' II
1 '�w
SHRUB PLANTING BED NOTES:
2 x 2 x 8' WOOD STAKES
1. BEDS TO HAVE SMOOTHLY CONTOURED AND
CLEANLY DEFINED EDGES. BEDS SHALL BE
*2 X 2 X 8' OAK
STAKES
*2 STRANDS, 16 GA.
DK. AN. WITH RUBBER
• e
CURVILINEAR EXCEPT AS NOTED ON PLAN
*TREE BRACING STRAP
HOSE
2. PROPOSED BEDS MUST BE LAID OUT ON SITE AND
SAUCER
BERM
• `
APPROVED BY OWNER, IF REQUESTED BY OWNER
2" X 2" OAK WOOD STAKES
16 GA. WIRE TIED
o e e
3. REMOVE TOP 1/3 OF ALL BURLAP FABRIC AROUND
u
PREPARED
*TREE WRAPPING
TO WIRE AROUND TRUNK
a •• e
ROOT BALL
.
PLANTING MIX
4. COMPLETELY REMOVE ALL STRINGS, RIBBONS, TAGS,
4" LAYER OF MULCH
PREPARED
'• •
AND OTHER FOREIGN OBJECTS FROM THE PLANT.
MINIMUM LIMIT
4" SAUCER BERM
PLANTING MIX
• «b 4" MIN. MULCH
5. SCARIFY ROOTS OF ALL CONTAINER SUPPLIED PLANTS
PLAN OF MULCH
REMOVE TOP 1/3
*RUBBER HOSE AGAINST TREE BARK
�� o o� EXISTING GRADE
6. PLANT SPACING VARIES - (SEE PLANT SCHEDULE)
KNOW WHATS BELOW.
BURLAP FROM
SAUCER BERM
7. ALL SHRUBS TO BE PLANTED IN MULCHED BEDS
B & B TREES 6„ LIMIT OF ROOT BALL
2"X2" WOOD STAKES
- - -
8. PRUNE ALL BROKEN, DISEASED, AND WEAK
CALL BEFORE YOU DIG.
PLANTING MIX MIN.
MINIMUM LIMIT OF MULCH
f
,I -.- �- SOIL MIX
4
BRANCHES. PRUNE WHEN FIRST INSTALLED, EXCEPT IF
TAMP SOIL UNDER BALL
4" MIN. LAYER OF MULCH
-1 -
PLANT IS IN BLOOM. ALL PRUNING MUST OCCUR
3 (MAX.)
TO MINIMIZE SETTLEMENT PLAN
4" SAUCER BERM
All -I Cll I I I
WHEN PLANT IS NOT IN BLOOM.
1 �IIEIII�I IL Ik ROTOTILL ENTIRE BED 3 4" DEEP
9. ALL SHRUB BEDS TO BE COMPLETELY EXCAVATED OF
EXISTING SUBGRADE //
/ FINISH GRADE
-III-IILII I?T I ICI I-II�II- COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT
ALL EXISTING SOIL TO REQUIRED DEPTH AND
COMPACT FILL /////
TO BE BENCHED IN
v�„
i/,�
��ii�i.
REMOVE TOP 1/3 OF BURLAP
BACKFILLED WITH REQUIRED SOIL MIX
apsuuu,,,�
�,.• •,,,
N C A /�
O�
-_
FROM B&B TREES
10. SOIL MIX: 2/3 TOPSOIL & 1/3 ORGANIC MATTER
�OQ��.•• iiosc'�
2a MAXIMUM SLOPE
11 WITH 1 aD AT RATE OF
PLANTING MIX
AREA. FOLFERTILIZEL
50LBS PER B00 S.F. OF BEED
OW
-
*_.
y y OPTIONAL
� ��,
-
_ _ TAMP SOIL UNDER BALL
TAMP
INSTRUCTIONS ON PLANT LABELS FOR APPLICABLE
= e70i
_ rJ2
�
�d��
-_ TO MINIMIZE SETTLEMENT
FERTILIZER APPLICATION INFORMATION.
;' '.
EXISTING SUBGRADE
No.
Revision
Date
B
2
REV PER COUNTY & NCDENR COMMENTS
3/15/13
TFW
Designer
W&R
Scale
1" - 20'
Drawn By
Date
GAL
1 28 13
Checked By
job No.
KAP
02120304
FAMILY DOLLAR STORE
Harnett County North Carolina
NOT TO SCALE
LANDSCAPE PLAN
GRAPHIC SCALE
20 0 10 20 40
1 inch m 20 It.
WITHERS & RAVEN EL Sheet No.
ENGINEERS i PLANNERS 1 SURVEYORS L1.0
I I I MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com License No. C-0832

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PLAT CABINET F, SLIDE 240-C
PIN NO, 9586-68-8190
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LOT 6
(
ALLIED INVESTORS, INC.
D.H. 1145, PG. 347
A PARI UE TRACT 1
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P.B. 2010, PG. 674-676
A PART OF
PIN N0. 95B6-9B-1436
a
ZONING: RA-20R 6 COMM
LAND USE: VACANT
Plan View
Scale 1'-W
NOTES
LUMINAIRE LOCATIONS
No.
Label
X
Location
Y
Z
MH
Orientation
Tat
X
Aim
Y
Z
1
A
461.2
830.6
7.5
7.5
82.9
0.0
4612
830.6
&0
2
C
375.0
9142
10.6
10.6
217.2
0.0
376.0
914-2
0.0
3
C
377.5
917.5
10.6
10.6
217.2
0.0
377.5
917.5
0.0
4
C
3725
911.0
10.6
10.6
217.2
0.0
372.5
911.0
0.0
5
C
371.7
891.3
10.6
10.6
52
0.0
371.7
891.3
0.0
6
C
3712
895A
10.6
10.6
-5.2
0.0
3712
895.4
0.0
7
C
392.9
922.6
10.6
10.6
264.0
0.0
392.9
9226
0.0
8
C
396.9
923.0
10.6
10.6
264.0
0.0
396.9
923.0
0.0
9
D
385.6
920.5
12-6
126
5.5
0.0
385.6
920.5
0.0
10
D
430.3
925.9
12.6
126
5.5
0.0
430.3
925.9
0.0
11
D
373.7
882.7
12.6
12.6
263.3
0.0
373.7
882.7
0.0
12
D
378.9
839.0
12.6
12.6
263.3
0.0
378.9
839.0
0.0
13
D
452.9
902.3
12.6
12.6
83.8
0.0
452.9
902.3
0.0
14
D
459.0
850.1
12.6
12.6
83.8
0.0
459.0
850.1
0.0
15
D
445.6
821.9
12.6
12.6
173.5
0.0
445.6
821.9
0.0
16
D
399.0
816A
12.6
12-6
173.5
0.0
399.0
816.4
0.0
17
B
349.0
793.5
25.0
25.0
-34.3
0.0
18
6
340.0
964.1
25.0
25.0
24.9
0.0
19
B
516.1
912.3
25.0
25.0
174.7
0.0
20
B
450.1
1001.7
25.0
25.0
83.9
0.0
21
B
512.5
812.8
25.0
25.0
227.0
0.0
STATISTICS
Description Symbol
Avg
Max Min Maxwin AvgNin
LOT SUMMARY -
4.2 fc
11.9 to 0.5 fc 23.8:1 8.4:1
SPILL LIGHT SUMMARY +
0.5 fc
11.411c 0.0 to N/A N/A
LUMINAIRE SCHEDULE
Symbol
Label
Oty
Catalog Number
Description
Lamp
File Lumens
LLF
Watts
A
1
OLW14
OUTDOOR LED
WALLPACK LED TEMP
ONE 26.3-WATT LED,
AIMED DOWN POS.
OLW14.les Absolute
0.75
25.3
L
WAG
KAD 400M R3 HS
Area Luminaire, 40OW
ONE 400-WATT CLEAR
5
(PULSE START)
MH, R3 Reflector, Full
BT-37 PULSE START
KAD M_R3 38000
0.72
912
El
Cutoff, Houseside Shield
METAL HALIDE,
_HS_(PULSE_
MEETS THE'NIGHTTIME
HORIZONTAL POSITION.
START)Jes
FRIENDLY' CRITERIA
4FT WET LOCATION
ONE 32-WATT T8 LINEAR
C
7
DMW 132
ENCLOSURE WITH (1) T8
FLUORESCENT
DMW 1_32.ies 2900
0.75
36
LAMP, 50% DR HIGH
IMPACT ACRYLIC LENS
CSKW LED 1
CSXW LED WITH 1 LIGHT
1Ell
D
8
30WM)50K SR3
ENGINESWmA DRIVER,
LED,
CSXW LED 1 Absolute
0.75
55
MVOLT
50DDK LED, TYPE 3
50K-
OpnCS
SR3_MVOLT.i
1. REFER TO LUMINAIRE SCHEDULE FOR TOTAL LLF.
2. PLEASE REFER TO THE "LUMINAIRE LOCATIONS" TABLE FOR MOUNTING HEIGHTS,
3. PRODUCT INFORMATION CAN BE OBTAINED AT WAW.0 f HONIPLCOM OR THROUGH YOUR LOCAL AGENCY.
4. PRODUCT MUST BE ACUITYAJTHONIA AND ALL PRICING MUST ORIGINATE FROM SL BAGBY/JUICE100% LIGHTING IN CHARLOTTE, NC PHONE [phone], OR EMAIL YOUR REQUEST TO FAMILYDOLLAROJUICE100LIGHTING.COM<MAILTO:[e-mail] FOR DETAILS.
Q
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Designer
ANA SHETTLE
Date
Mar 12 2013
Scale
AS SHOWN
Drawing No.
1 of 1

1
VENTURE PROPERTIES N, LLC
D.B. 2890, PG. 877
TRACT 3
P.B. 2010, PG. 674-676 \
PIN NO. 9586-78-3233
1 \ 1 ZONING: COMM
LAND USE. VACANT
--------------�-- \ R
--------------
--------------
------------
1
le
- _
I I
I - _ 443 —c � i
11 \ \ \ ----------------%___------ --- -
/ / /-- , PERMANENT SEEDING SCHEDULE
442
I I 1 Well -Drained Sandy Loams to
1 1 1 I Dry Sands, Coastal Plain and
I \ 1 I � Eastern Edge of Piedmont;
\ V 1447 � I ( Low- to Medium -Care Lawns
I \ �
I'
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I II I C_1/'L- / I 436
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CARLETTA R. CAGEL
1
1
D.B. 1034, PG. 979
LOT A
PLAT CABINET F, SLIDE 240-C
PIN NO. 9586-68-8190
i\
ZONING: RA-20R
LAND USE: VACANT
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FIF
EMERGENCY SPILLWAY
GRAPHIC SCALE
(INS)
1 inch = 20 ft.
1_ I
I _
_R
— — —A\
I U II
_ , III II II II I 111 � III
436 II i 1 I. IIt 'IA II.
DRAINAGE AREA LIMITS
AWED INVESTORS, INC.
D.B. 1145, PG. 347
A PART OF TRACT 1
P.B. 2010, PG. 674-676
A PART OF
PIN NO. 9586-98-1436
ZONING. RA-20R & COMM
LAND USE: VACANT
Seeding mixture
Species' Rate
Centipedegrass 10-201blacre (seed) or
33 bu/acre (sprigs)
Seeding dates
Mar. - June
(Sprigging can be done through July where water is available for
irrigation.)
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 300 ib/acre
10-10-10 fertilizer.
Sprigging
Plant sprigs in furrows with a tractor -drawn transplanter, or broadcast
by hand.
Furrows should be 4-6 inches deep and 2 feet apart. Place sprigs
about 2 feet apart in the row with one end at or above ground level
(Figure 6.11d).
Broadcast at rates shown above, and press sprigs into the top 1/2-2
inches of soil with a disk set straight so that sprigs are not brought back
toward the surface.
Mulch
Do not mulch.
Maintenance
Fertilize very sparingly-20 lb/acre nitrogen in spring with no
phosphorus. Centipedegrass cannot tolerate high pH or excess
fertilizer.
'Refer to Appendix 8.02 for botanical names.
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SEE MANUAL FOR ADDITIONAL INFORMATION.
BARBECUE Mg jWr Y)
CHURCH ROAD1
A1Pt�
SITE
4 NN7
2.VG
VICINITY MAP NO SCALE
DWQ CONSTRUCTION GENERAL PERMIT
STABILIZATION REQUIREMENTS
11) Gramm Stal6faaOaa*
Site Area.
Stabilization
StahiGration Time
Description
IimeFrame
Frame Exceomass
r perimeter Mats,
Invites, diKhes
T daps
)Tear
and slopes
• &i€hQas§tY
wafer iltQv,)
Z mes
7days
None
If slopes ate 10' or
• Stapes steeper
7 days
less is Ieagda sad are
i= 3:I
not steeper &= 2:1,
14 days are anavred..
7-days for sees.
e Slopes 3:1 or
14 days
greater than 5o feet
Stan
is lrnSth
Near
• Ail. orbs areas
except or
withslopesflatter
14 days
penmeareas(
rs a
and
t um 4:1
A? Zaaes
a` almQ meyLr appeased irk thrP®f1ia6. tY
based eawmtha mother me-spect6€ coadoeas flan mda compliance
mtptacvcat� „ tsaedaa aLs[2Xtep
CONSTRUCTION SEQUENCE AND NOTES
16.4. Construction
Care should be used during installation to minimize compaction of soil on the bottom
and walls of infiltration devices since this will reduce the permeability at the soil
interface. To avoid compacting the drainage media, light equipment and construction
techniques that minimize compaction should be used.
Runoff shall not be directed into an infiltration device until the drainage area is
stabilized. A construction sequence must be followed that reflects the need to stabilize
the infiltration device. The longevity of infiltration devices is strongly influenced by the
care taken during construction.
Infiltration trenches should not be covered by an impermeable surface unless there is
suitable maintenance access, the design specifies a H-20 loading capacity, and the
application includes a cross-section of the H-20 design. Direct access must be provided
to all infiltration devices for maintenance and rehabilitation. OSHA safety standards
should be consulted for trench excavation.
A minimum of one observation well shall be included in the design of an infiltration
system to periodically verify that the drainage media is fully draining. The monitoring
well shall consist of a 4- to 6-inch-diameter, perforated polyvinyl chloride (PVC) pipe
with a locking cap. The well should be placed near the center of the facility or in the
general location of the lowest point within the facility, with the invert at the excavated
bottom of the facility.
BASIN VOLUME TABLE
E<t arx 1
r r ta.R-:-x: Atoa
AS:A 4s`t r
e,•Lk,u
V 01, ..1 � -`.a:r
t
.C.1*h
yd
A 2 1 J
.. _. Z!_
1-
21'. _.
4 ".0
44
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROPOSED -TOP OF EMBANKMENT ELEV. 431_50'_
100-YEAR WI 430.78'
-------------------------------------------------
EMERGENCY SPILLWAY ELEV.. 430.50_
10_ YEAR WSE 430.39'
---------------------
1-YEAR WSE. 429.01 '
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I
r, Elul , v n nt�11t a 3 3
Ne s
3i✓GfafJae3 �}�ZZ�Is
�. n s• BOTTOM OF BASIN ELEV. 428.00'
ce 4" CLEAN SAND MIN.
NOTE THERE ARE NO D(ISTING WETLANDS ON THIS PROJECT SITE
------------------------------ SHWT ELEV. 417.00
INFILTRATION BASIN SECTION
NOT TD SCALE
t
SEAL
026466
Ce
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e�
Cld
MM U
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V
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ct
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rcid
t�1 v1 W
REVIEWED BY: JFC
DATE: 4/4/13
PROJECT NUMBER: 12-023 FD
PIN: 9586-98-1436.000
DEED BOOKIPAGE: 1145/347
ZONING: COMMERCIAL
LAND USE CLASS: 3
WATERSHED: CAPE FEAR
STORMWATER
MANAGEMENT PLAN
SW-1
APRIL 2013