SW7131013_APPROVED PLANS_20131122

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
W6
YYYYMMDD

PROJECT LOCATION
SCALE- P IO,
AGENCY CONTACT LISTING
TELEPHONE
CENTURY LINK
1910H GLENBURNIE ROAD
NEW BERN, NC 28562
DENNIS FITZGERALD
[phone]
yI:7�HXJ1:i1L1i►�1
TOWN OF HAVELOCK FIRE DEPARTMENT
313 US HIGHWAY 70W
HAVELOCK, NC 28532
[phone]
i SANITARY SEWER
CITY OF HAVELOCK WATER DEPARTMENT
j 199 CUNNINGHAM BLVD.
E HAVELOCK, NC 28532
n
C [phone]
J
ZONING
CITY OF HAVELOCK PLANNING DEPARTMENT
PO BOX 368
a HAVELOCK, NC 28532
v KATRINA MARSHALL
n [phone]
D
EPT. OF TRANSPORTATION
NCDOT
DIVISION 2
209 SOUTH GLENBURNIE ROAD
NEW BERN,NC 28560
REED SMITH
[phone]
GAS
PIEDMONT NATURAL GAS
250 FIVE POINTS ROAD
DUDLEY, NC 28333
WILL SILVER
[phone]
DUKE ENERGY PROGRESS
P.O. BOX 2041
RALEIGH, NC 27602
ALLAN HUFFMAN
[phone]
UILDING DEPARTMENT
CITY OF HAVELOCK INSPECTIONS DEPARTMENT
PO BOX 368
HAVELOCK, NC 28532
KENNETH MUSE
[phone]
Mn`W
CENTURY LINK
1910H GLENBURNIE ROAD
NEW BERN, NC 28562
DENNIS FITZGERALD
[phone]
STORM DRAINAGE
NCDENR—DIVISION OF ENERGY
MINERAL AND LAND RESOURCES
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
SCOTT VINSON
[phone]
WATER
CITY OF HAVELOCK WATER DEPARTMENT
199 CUNNINGHAM BLVD.
HAVELOCK, NC 28532
[phone]
ROSION CONTR
NCDENR—LAND QUALITY SECTION
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
PAT MCLAIN
[phone]
PROJECT OWNER
AND CONSULTANT
OWNER/APPLICANT
REDDLANDS, INC.
116-103 WILSON PIKE CIRCLE
BRENTWOOD, TN 37027
MR. JON THOMAS
[phone] ex. 230
ARCHITECT
NORR
DIME BUILDING, SUITE 1000
719 GRISWORD STREET
DETROIT, MI 48226
MS. LAURA LONG
[phone]
AGENCY
CRAVEN COUNTY BUILDING PERMIT
NCDENR LAND DISTURBANCE PERMIT
NCDENR STORMWATER PERMIT
NCDOT DRIVEWAY PERMIT
NCDOT 3 PARTY ENCROACHMENT
CIVIL ENGINEERING CONSULTANT
KIMLEY—HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
MR. CHRIS BOSTIC, P.E.
[phone]
SURVEYOR
RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100
DURHAM, NC 27707
[phone]
ISSUED/
PERMIT NUMBER
CONSTRUCTION PLANS FOR
0
[Phgirrm
�401 1101 al z IN] 'M I t :4 nil
HWY 70 AND CATAWBA RD.
PREPARED IN THE OFFICE OF:
KimleymHorn
and Associates, Inc.
333 FAYETTEVILLE STREET - SUITE 600 - RALEIGH, NORTH CAROLINA 27601
PHONE: [phone] FAX: [phone]
Know whars below:
Call before you dig.
Sheet
Sheet Number
C-0
C-1
C-2
C-2.1
C-3
C-3A
C-4
C-5
C-6
C-6.1
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
L-1
L-2
L-3
\o�
1 TE
STOCUM ROAD
CATAWBA ROAD
--VICINITY MAP N07 TO SCALE —
List Table
Sheet Title
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS
DEMOLITION PLAN
SITE PLAN
SITE PLAN LAYOUT
GRADING AND DRAINAGE
UTILITY PLAN
PHASE 1 EROSION CONTROL PLAN
PHASE 2 EROSION CONTROL PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
WATER DETAILS
WATER DETAILS
SEWER DETAILS
EROSION CONTROL DETAILS
STORMWATER DETAILS
LANDSCAPE PLAN
LANDSCAPE DETAILS
BMP PLANTING PLAN
APPROVED S .
'* 'TH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
9W
�1AN AF'tMAfiER9ttAti'W �r=� LZ
�
22,20 I3
mil Ncs1 C
REVISIONS
NO. I DATE I DESCRIPTION BY '
Q SEAL
032582
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SEAL:
NC BOA' F-0102 FSEPTEMBER
JOB NUMBER:
30, 2013 012426066
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley—Horn
and Associates, Inc. shall be without liability to Kimley—Horn
and Associates, Inc.
Copyright Kimley—Horn and Associates, Inc., 2013

3
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GENERAL NOTES:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY, COUNTY AND STATE
REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. NO WORK WITHIN NCDOT RIGHT OF WAY SHALL TAKE PLACE WITHOUT ALL PERMITS.
3. ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED ABOVE
THE SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY.
4. REFER TO DETAIL SHEET FOR DETAILS OF ON -SITE SIGNAGE, STRIPING, AND PAVEMENT
MARKING. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED
TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN
ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY
SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. AREAS TO BE DISTURBED SHALL BE
IMPROVED PER THE CIVIL PLANS OR RESTORED TO THEIR ORIGINAL OR BETTER CONDITION.
CONTRACTOR SHALL REPAIR ANY EXISTING FEATURES THAT ARE DAMAGED DURING
CONSTRUCTION TO THE EXISTING OR BETTER CONDITION.
6. TOPOGRAPHICAL AND UTILITY INFORMATION BASED ON SURVEY DATED 09/9/13, PROVIDED
BY PHIL RILEY SURVEYING, P.A., 3326 DURHAM CHAPEL HILL BLVD, SUITE B-100, DURHAM.
NC, 27707, PHONE: [phone].
7. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
8. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE
FACE OF THE STRUCTURE.
9. ALL WORK SHALL BE IN ACCORDANCE WITH NORTH CAROLINA ACCESSIBILITY REGULATIONS.
10. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING
LIGHTS, TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED
BY THE NORTH CAROLINA DEPT. OF TRANSPORTATION (NCDOT).
11. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS
DURING CONSTRUCTION.
12. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING AND
DRAINAGE PLAN WITHOUT AUTHORIZATION IS SUBJECT TO A FINE. WHEN FIELD CONDITIONS
WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
PROPERTY OWNERS AND THE TOWN OF HAVELOCK.
13. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN
ACCORDANCE WITH THE STANDARDS OF THE NCDOT AND THE TOWN OF HAVELOCK.
14. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND
BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL
WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.
15. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE
A SMOOTH FIT AND CONTINUOUS GRADE.
16. CONTRACTOR SHALL POST ASSIGNED BUILDING PERMIT NUMBER AND ADDRESS ON BUILDING.
17. CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY AND/OR LIGHT POLES.
ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF
THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE CONTRACTOR.
GRADING NOTES:
1. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS
BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH
CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEERS SPECIFICATIONS. FILL
MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.
3. THE CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR APPROPRIATE
SLOPE STABILIZATION ON ALL SLOPES STEEPER THAN 3:1.
4. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
5. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
6. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE
CONSTRUCTED TO SAME.
7. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY
THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE
FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO
ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED
UNDER THIS CONTRACT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES,
AND SHALL REPAIR ALL DAMAGE TO EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
GRADE.
12. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
TOPSOIL.
13. CONTRACTOR SHALL SEED AREAS UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
14. LIMITS OF CLEARING SHOWN ON GRADING AND DRAINAGE PLAN ARE BASED UPON THE
APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING REQUIREMENTS.
15. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING,
SHORING, BRACING AND SPECIAL EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL,
STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK INDICATED
ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGN(S)
TO INSTALL SAID ITEMS.
16. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING AND MOISTURE
CONDITIONING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS.
17. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE
ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS,
OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
BOXES, AND THE MIDPOINT OF THE UP FOR CATCH BASINS.
18. ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND
COMPACTED TO A MINIMUM DENSITY OF 98 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM
MOISTURE CONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS
DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN
MAXIMUM 8" LIFTS.
19. BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE
LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR
SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE
CONTROL POINTS RELATED TO EARTHWORK.
20. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS
SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE TESTING
LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE
OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING
PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE
SPECIFICATIONS.
UTILITY NOTES
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH TOWN OF HAVELOCK DESIGN
STANDARDS & SPECIFICATIONS
2. UTILITY SEPARATION REQUIREMENTS:
• A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC WATER
SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF
ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT
BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
• WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE
10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED
IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18"
ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL
DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
• WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER
A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST
BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS
• 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM SEWER
FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER
• MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS; MAINTAIN
24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE
ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE HAVING
6" MIN. CLEARANCE
• ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN. VERTICAL
SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE TOWN OF HAVELOCK.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE
PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE TOWN OF HAVELOCK ENGINEERING DEPARTMENT
5. 4.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. DUCTILE IRON PIPING MAY
BE USED WHERE 4.0' MINIMUM COVER IS NOT ACHIEVED
6. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE
7. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS
&/OR SERVICE TAPS) WITHIN STATE ROW PRIOR TO CONSTRUCTION
8. CROSS CONNECTION DEVICES SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS
OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED
AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT
9. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
10. CONTRACTOR SHALL NOTIFY THE TOWN OF HAVELOCK ENGINEERING DEPARTMENT INSPECTORS 72-HOURS
BEFORE CONNECTING TO ANY EXISTING LINE.
11. WATER LINES SHALL BE AS FOLLOWS:
4" AND LARGER - DUCTILE IRON PRESSURE CLASS 350
SMALLER THAN 4" - COPPER TUBE
SEWER LINES SHALL BE AS FOLLOWS:
4"-12" - DUCTILE IRON PRESSURE CLASS 350
12. MINIMUM TRENCH WIDTH SHALL BE 12 INCHES PLUS THE DIAMETER OF THE PIPE
13. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING.
14. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING.
15. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I.
16. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
17. REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING TIE-IN LOCATION AND ELEVATION OF ALL UTILITIES.
18. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND
WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS
BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST
72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.
19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES CHARTED OR
UNCHARTED WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS AND/OR TESTING REQUIRED BY CODES AND/OR
UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE
FINAL CONNECTION OF SERVICE.
21. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
22. ALL SANITARY SEWER AND WATER DISTRIBUTION SYSTEM WORK TO BE INSTALLED BY A LICENSED UTILITY
CONTRACTOR.
BACKFLOW PREVENTION:
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE
DEPARTMENT CONNECTION POINTS OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS REQUIRED BACKFLOW PREVENTER.
2. EACH BACKFLOW PREVENTER ASSEMBLY IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED
TESTER PRIOR TO PLACING THE WATER SYSTEM INTO SERVICE. CONTRACTOR SHALL PERFORM
TESTING IN ACCORDANCE WITH THE TOWN OF HAVELOCK ENGINEERING DEPARTMENT.
TRAFFIC CONTROL NOTES:
1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF STANDARD
TRAFFIC CONTROL SIGNS AND STANDARDS.
SOUTHERN 11,IM RIGHT
CHAMFER DRIVE-THRU
STORE NUMBER. 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE RELO
DEAL TYPE FEE -FOR -SERVICE
CS PROJECT NUMBER: 76199
ENGINEER:
2013
Kimley-Horn
and Associates, Inc.
CONSULTANT-
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
SEAL
032582
GlN��e
2jb?
HER
Il1
REVISIONS:
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
GENERAL NOTES
SHEET NUMBER:
C-1
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

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/, Phillip W. Riley, certify that this project was completed under my
LEGEND
direct and responsible charge from an actual survey made under my
\
supervision; that this ground survey was performed at the 95 percent confidence
level (2 sigma) to meet Federal Geographic Data Committee Standards; that the
•
EXISTING CONCRETE MONUMENT \
horizontal accuracy is 10:000+, that the vertical accuracy is 10: 10,000+ and
that the original data was obtained on August 21-22, 2013,• that the survey was
•
EXISTING IRON ROD
completed on September 3, 2013,• that contours shown as broken lines
X0
SET PK NAIL
meet the stated standard, • and all coordinates are based
o
5 8"11
IRON PIPE SET(1 >
on NAD 83/2001, and all elevations are based on NAVD 88 (GEOID G12AUS)
EXISTING IRON PIPE
Furthermore:
\
P
GAS METER
ELECTRIC METER \
7HE SURVEY CONTROL POINTS N07ED WERE DERIVED FROM CPS OBSERVATIONS BASED ON THE FOLLOWING,
1) CLASS R SURVEY: CLASS A
CLEAN OUT
2) POS71ONAL ACCURACY. MAXIMUM RESIDUAL 0.028 FT
®
SANITARY SEWER MANHOLE
3) TYPE OF GPS FIELD PROCEDURE. REAL-77ME KINEMA77C VRS
4) DA7E OF SURVEY. AUGUST 21, 2013
END OF PIPE NOT FOUND/NOT SURVEYED
5) DA7UM/EPOCH: NAD 1983INAW 88
WATER METER
6) PUBLISHED/FIXED CONTROL USE. PIZZA N=430,678.89 E=2,617,166.68
MODEL: GEOID GEOID
WATER VALVE
8)
COMBINEDGRIDFACTOR: 0.99989418
FIRE HYDRANT
9) UNITS US SURVEY FOOT
10) RS INSTRUMENTA7)ON: TRIMBLE R8 GNSS
■
CATCH BASIN
LIGHT POLE
®
TELEPHONE PEDESTAL
o
MAILBOX
®
TRAFFIC SIGNAL BOX
_
m
TELEPHONE BOX
NOTES
UTILITY POLE
-&p
GUY POLE
1) AREAS BY COORDINATES.
�tps
TRAFFIC SIGNAL POLE
HANDICAP RAMP/PARKING SPACE
2) HORIZONTAL GROUND DISTANCES SHOWN UNLESS N07ED OTHERWISE.
�-
®
SIGN
A/C UNIT
3) UNDERGROUND U77LI77ES SHOWN SHOULD BE CONSIDERED
®
BOLLARD
APPROXIMATE. CONTRACTORS ARE ADVISED TO HAVE ALL
0
FIBER OP77CS HANDHOLE
UNDERGROUND U77LI71ES MARKED PRIOR TO ANY EXCAVATION.
G
G
UNDERGROUND GAS LINE (APPROXIMATE LOCATION)
UNDERGROUND U17L177ES ARE BASED ON FIELD MARKINGS BY
ou
ou
OVERHEAD UTILITY LINE(S)
OTHERS THERE MAY BE ADDITIONAL UNDERGROUND U77LI77ES
BEYOND THOSE SHOWN HEREON. LOCA77ONS SHOWN SHOULD BE
SANITARY SEWER LATERAL
CONSIDERED APPROXIMATE ONLY
SANITARY SEWER PIPE
FORCE MAIN SEWER PIPE
4) RATIO OF PRECISION= is 10,000+.
W
W
WATERLINE (APPROXIMATE LOCATION)
5) THIS SURVEY WAS PERFORMED WITH 7HE BENEFIT OF A
fo
fo
UNDERGROUND FIBER OPTICS
7771E COMMITMENT PREPARED BY CHICAGO 7777E INSURANCE CO.
tv
tv
UNDERGROUND TV
DATED AUGUST 22, 2013 ORDER NO. 13-17263GV
is
to
OVERHEAD TRAFFIC SIGNAL LINE(S)
ue
ue
UNDERGROUND ELECTRIC
---
ut
ut
UNDERGROUND TELEPHONE LINE(S)
x
x
WIRE FENCE
�—�
WOOD FENCE
ROOF LINE/OVERHANG
- ---
guy
GUY WIRE
EDGE OF GRAVEL
- -
- - -
-
- ACCESS EASEMENT
- -
-
PUBLIC ROADWAY RIGHT OF WAY LIMITS
- -
- - -
-
- NCDOT 10' RIGHT OF WAY EASEMENT LIMITS
—
LOT LINE PLOTTED BY DEED - NOT SURVEYED
-
—
LIMITS OF 20' WATER/SWER EA SEMEN T(PRI VA TE)
- ------
--
LIMITS OF 30' CP&L EASEMENT
STORM DRAINAGE STRUCTURES
(A)
RIM=27.3
INV IN(18")=22.1
INV IN=22.0
INV OUT=21.9
(B)
RIM= 27.7
INV IN(24")=22.6
INV IN(18")=22.6
INV IN=22.6
INV OUT=22.5
P
RIM=27.3
INV IN(15")=23.6
INV IN=21.7
INV OUT=21.6
(D)
RIM= 25.6
INV IN=21.5
INV OUT=21.3
Ll
GRAPHIC SCALE IN FEET
1 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmacy'
souniERN nsas-aUrr
CHAFER DRIVE—iFWU
STORE NUMBER: 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPES RELO
DEALTYPE FEE —FOR —SERVICE
CS PROJECT NUMBER 76199
ENGINEER-
EMMFI
Kimley-Horn O 2013
and Associates, Inc.
CONSULTANT
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX (615) 591— 5868
SEAL:
SEAL f '
` 032582
� TV
REVISIONS:
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TI TLE:
EXISTING
CONDITIONS
SHEET NUMBER:
C-2
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
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EXISTING STORM PIE1
TO BE REMOV�
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EXISTING BUILDING
TO BE DEMOLISHED
AND REMOVED, TYP.
Ric T,�40r3 ._
jO,gq�3p �OR7CF
FZ/°
a>>S,
Bgp�vsf ->'4
AC
FENCE TO BE
RELOCATED
EXISTING 20' '
PRIVATE UTILITY
EASEMENT TO BE��
ABANDONED
NEW PROPOSED
PROPERTY LINE
0414
EXISTING PROPERTY
LINES TO BE REMOVED /
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PAVEMENT TO BE /
DEMOLISHED AND
REMOVED, TYP.
UNDERGROUND
TELEVISION SERVICE
TO BE REMOVE
AND RELOCATED
POLE TO BE
REMOVEq
UNDERGROUND
TELEPHONE LINE TO
BE REMOVED AND
4 RELOCATED
r ^
\
\
\
\
\
\
\
\
\
/ y> CONTRACTOR TO FIELD VERIFY
SAN
1ITARY SEWER SERVICE AND 6 aoyb REMOVE WITHIN PROPERTY LIMITS.
CO
/ BILLBOARD SIGN TO
ar arunvrn
15.
/ f EXISTING 20'
PRIVATE UTILITY I I
4�gyeiporpq EASEMENT TO BE
°� T2 ABANDONED
o_
POWER POLE TO BE.,"
REMOVED C13
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040
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I EXISTING CATCH
BASIN PROTECT IN
PLACE
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EXISTING CURB AND
GUTTER TO BE
Q-
REMOVED; TYP.
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I
0
0
;
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RETURN METER TO
ry 1
TOWN OF HAVELOCK
AND CAP SERVICE
AT PROPERTY LINE
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LEGEND
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EXIS77NG CONCRETE MONUMENT \
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EXIS77NG IRON ROD
)Kpk
SET PK NAIL
\
O
IRON PIPE SET(5/8")
EXIS77NG IRON PIPE
®
\
GAS METER
ELECTRIC METER \
CLEAN OUT
\
®
SANITARY SEWER MANHOLE
C
END OF PIPE NOT FOUND/NOT SURVEYED
WATER METER
WATER VALVE
V
FIRE HYDRANT
CATCH BASIN
LIGHT POLE
®
TELEPHONE PEDESTAL
MAILBOX
ED
TRAFFIC SIGNAL BOX
m
TELEPHONE BOX
`Q.
UTILITY POLE
•oyp
GUY POLE
�rps
TRAFFIC SIGNAL POLE
HANDICAP RAMP/PARKING SPACE
SIGN
®
A/C UNIT
®
BOLLARD
0
FIBER OP77CS HANDHOLE
G
G
UNDERGROUND GAS LINE (APPROXIMATE LOCA770N)
ou
ou
OVERHEAD UTILITY LINE(S)
-
SANITARY SEWER LATERAL
SANITARY SEWER PIPE
FORCE MAIN SEWER PIPE
w
w
WATERLINE (APPROXIMATE LOCATION)
to
fo
UNDERGROUND FIBER OP77CS
tv
UNDERGROUND TV
's
is
OVERHEAD TRAFFIC SIGNAL LINE(S)
ie
ue
UNDERGROUND ELECTRIC
,t
ut
UNDERGROUND TELEPHONE LINE(S)
X
X
WIRE FENCE
o--�
WOOD FENCE
ROOF LINE/OVERHANG
guy
GUY WIRE
EDGE OF GRAVEL
-
- - -
-
- ACCESS EASEMENT
-
PUBLIC ROADWAY RIGHT OF WAY LIMITS
-
- - -
-
- NCDOT 10' RIGHT OF WAY EASEMENT LIMITS
-
--
LOT LINE PLOTTED BY DEED - NOT SURVEYED
—
LIMITS OF 20' WATER/SWER EASEMENT(PRIVATE)
-----
LIMITS OF 30' CP&L EASEMENT
GAS LINE TO BE
o ; REMOVED
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STORM DRAINAGE STRUCTURES
(A)
RIM-27. 3
INV
IN(18')=22.1
INV
IN=22.0
INV
OUT=21.9
(B)
RIM=
27.7
INV
IN(24;�=22.6
INV
IN(18 )=22.6
INV
1N=22.6
INV
OUT=22.5
P
RIM=27.3
INV
IN(15')=23.6
INV
IN=21.7
INV
OUT=21.6
(D)
RIM=25.6
INV
IN=21.5
INV
OUT=21.3
DEMOLITION LEGEND
EXISTING UTIUTY TO BE REMOVED OR
/ RELOCATED
CL
LIMITS OF DISTURBANCE
EXISTING BUILDING TO BE DEMOLISHED
AND REMOVED.
77-71
ZZl
EXISTING PAVEMENT TO BE DEMOLISHED
AND REMOVED.
EXISTING CURB AND GUTTER/SITE
FEATURE TO BE REMOVED.
XPOLE
OR SIGN TO BE REMOVED
1, Phillip W. Riley, certify that this project was completed under my
direct and responsible charge from an actual survey made under my
supervision; that this ground survey was performed at the 95 percent confidence
level (2 sigma) to meet Federal Geographic Data Committee Standards; that the
horizontal accuracy is 10:000+, that the vertical accuracy is 10: )0,000+ and
that the original data was obtained on August 21-22, 2013,• that the survey was
completed on September 3, 2013; that contours shown as broken lines
meet the stated standard; and all coordinates are based
on NAD 83/2001, and all elevations are based on NAVD 88 (GE010 G12AUS)
Furthermore.
THE SURVEY CONTROL POINTS NOTED WERE DERIVED FROM GPS OBSERVATIONS BASED ON THE FOLLOWING.
1) CLASS OF SURVEY- CLASS A
2) POS770MAL ACCURACY.• MAXIMUM RESIDUAL 0.028 FT
3) TYPE OF GPS FIELD PROCEDURE. REAL—TIME KINEMATIC VRS
4) DATE OF SURVEY- AUGUST 21, 2013
5) DATUM/EPOCH.NAD 198JINAVD 88
6) PUBLISHED/FIXED CONTROL USE., PIZZA N=430,678.89 E=2,617,166.68
7) GEOID MODEL: GEOID G12AUS(CONUS)
8) COMBINED GRID FACTOR. a 99989418
9) UNITS US SURVEY FOOT
10) GPS INS7RUMENTA77OM- TRIMBLE R8 GNSS
NOTES
1) AREAS BY COORDINATES.
2) HORIZONTAL GROUND DISTANCES SHOWN UNLESS N07ED OTHERWISE.
3) UNDERGROUND UTILITIES SHOWN SHOULD BE CONSIDERED
APPROXIMATE. CONTRACTORS ARE ADVISED TO HAVE ALL
UNDERGROUND U77LIlIES MARKED PRIOR TO ANY EXCAVATION.
UNDERGROUND U77LI77ES ARE BASED ON FIELD MARKINGS BY
OTHERS THERE MAY BE ADDITIONAL UNDERGROUND U77LI77ES
BEYOND THOSE SHOWN HEREON. LOCA77ONS SHOWN SHOULD BE
CONSIDERED APPROXIMATE ONLY.
4) RA770 OF PRECISION= 1: 10,000+.
5) THIS SURVEY WAS PERFORMED WITH THE BENEFIT OF A
777LE COMMITMENT PREPARED BY CHICAGO 77TLE INSURANCE CO.
DATED AUGUST 22, 2013 ORDER NO. 13-17263GV
DEMOLITION NOTES
A. CONTRACTOR SHALL COORDINATE WITH CRAVEN COUNTY AND TOWN OF
HAVELOCK TO OBTAIN ALL NECESSARY DEMOLITION PERMITS PRIOR TO THE
START OF ANY DEMOLITION WORK.
B. SAW CUT AND REMOVE CONCRETE CURB TO LIMITS REQUIRED FOR NEW WORK.
C. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW ASPHALT AND
CONCRETE PAVEMENTS.
D. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED ON PLAN.
E. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF -SITE FACILITIES WITHIN
THE PROJECT SITE TO INCLUDE BUILDINGS, CONCRETE STRUCTURES (ABOVE
GROUND AND FOUNDATION), SITE LIGHTING STRUCTURES, PAVEMENTS AND
SECONDARY UTILITIES. ALL MATERIALS SHALL BE PROPERLY DISPOSED OF
PER STATE REGULATIONS.
F. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT
SERVE ACTIVITIES OTHER THAN THE CVS PHARMACY SITE SHALL BE
PROPERLY PRESERVED AND PROTECTED.
G. ALL EXISTING SERVICES ENCOUNTERED SERVING BUILDINGS TO BE DEMOLISHED
ARE TO BE REMOVED (INCLUDING SANITARY, GAS, AND DOMESTIC WATER
SERVICES). THEY SHALL BE REMOVED TO THE PUBLIC MAIN.
H. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER
ANY UNFORESEEN OR ADVERSE CONDITIONS, INCLUDING UNCHARTED UTILITIES,
DISCOVERED DURING DEMOLITION OPERATIONS.
GENERAL NOTES
A. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR
REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION.
B. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND
DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT
ALL TIMES.
C. LIMITS OF CONSTRUCTION AND CONTRACTOR STAGING AREAS SHALL BE LIMITED
TO THE PROPERTY BOUNDARY, AND BE AN AGREED UPON AREA WITH THE
OWNER.
D. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL
REMOVE AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO FACILITATE
CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT
OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION INCLUDING PROPERTY
CORNERS, MONUMENTS, ETC.
GRAPHIC SCALE IN FEET
1 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmacy0
CHAMFER DRIVE-iFRll
STORE NUMBER 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE RELO
DEAL TYPE FEE —FOR —SERVICE
CS PROJECT NUMBER 76M
ENGINEER:
O 2013
Kimley-Horn
and Associates, Inc.
CONSULTANT-
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SE L•
_ SEAL r, -
' 032582
_� • , :vim
:yA N �Ce: • �`
ors • SIN
REVISIONS:
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
DEMOLITION PLAN
SHEET NUMBER:
-201
C
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

` aQ\NE
ING CENTER
HC
q�
l �' MART q cc
FSS
I
` I
EXISTING 60'
CROSS ACCESS
EASEMENT
i
STOP
BAR, TYP.
STOP
SIGN, TYP.
SIGHT M.
TRIANGLE, TYP.
PROPERTY LINE / 12 4f 17 �c \
......
.101
\
2?\ � AA
PROPOSED PROPERTY UNE x PASPHALT SIP
AVEMENT (TYP) ''/`HEAVY DUTYO/�G B C�R
• LOADING AREA Jn` 10.0'
...... .. ... .' .....'.600. .•....... ... :.
PROPOSED CHAIN / , . , TRANSFORMER,', Y',..1.
LINK FENCE r 1' YELLOW
STRIPE ............... .
..
.
L
DOUBLE
YELLOW
STRIPE
EDGE OF EXISTING
GRAVEL AT
COMMERCIAL BUILDING I ° STOP
EQUIPMENT RENTAL .� ' VERTICALDUMPSTER I: SIGN, P.
ZONED:HC / •••
3
v
0
EXISTING EDGE OF
GRAVEL (TYP.)
-ems
(n 0
....
COMPACTOR
I
ro
°
Cot
c
.•.•.•.•.
r
o
-
......
6.7'
Z
0
© co
I
I
co
D
......'
harmac '
°
0�
C
16
3
°©
`°; .
x
.....,....
RKING�SPACES
I
'1
j
m
�I
FFE = 29.00
I`
O
gat
pl I LIGHT DUTY 18.0
: II
0. 18
ASPHALT 24.
Cn PAVEMENT (TYP)
11CM0
:HANDICAP,,.. 6.0'� SIGN, TYP.n ::
T
_
I .il 1 .•. •.• t0 10
I b
A.—
I •19:8` .
xi I 'ams'
)0 NOT ENTER x
SIGN I
X ' .. ........ .
I I I .•.....•.
PROPOSED 40'
CROSS ACCESS
EASEMENT I
:•:,:•:•',' DOUBLE
YELLOW
• • • •STRIPE
40.0'
STOP
SIGN, TYP.
GRASS MEDIAN
STOP
BAR, TYP.
o�oj�o
o
�O
6.
y
1
1
(TYP.)
o
9.0'
� � r N
TYP.
O
06
O
o
Oao
r PYLON SIGN
_ DRIVE—THRU
SIGN 1 N
9.0,
I1�_�_
/\ STORMWATER
�10,�lV �2p B BMP
SFTeq I I I I
SIGHT
TRIANGLE, TIP. �
10' NCDOT
EASEMENT
It
_DRIVE-THRU
SIGN
n I �
MOUNTABLE
CONCRETE
DOUBLE
ISLAND
YELLOW
STRIPE
STOP
BAR, TYP.
�I
SIGHT
TRIANGLE
TYP
I
RETAI SHOPPING CENTER
ZONED:HC
I
FAST rOOD RESTAURANT
ZONED:HC
(
EXISTING
CONCRETE
MEDIAN
EXISTING
TRAFFIC
SIGNAL
101
LEGEND
PAINTED TRAFFIC ARROW
a. CONCRETE SIDEWALK
HEAVY DUTY ASPHALT PAVING
LIGHT DUTY ASPHALT PAVING
o PROPOSED CVS SIGNAGE
5O PROPOSED PARKING COUNT
SITE AREA:
IMPERVIOUS AREA:
1.28 AC. -
PERCENT IMPERVIOUS:
65%
BUILDING AREA:
11,945 SQ. FT. le
HEIGHT:
1 STORY— 22 FT v
GROSS FLOOR AREA:
11,945 SQ. FT.
BUILDING LOT COVERAGE
EXISTING
7.03 %
PROPOSED
13.83% w
PARKING REQUIRED
-
MIN.=1/200 SF. GFA
RETAIL
2 HC SPACES
PARKING PROVIDED:
69 TOTAL SPACES
'�
4 HANDIC P SPACES
IMPERVIOUS AREA
EXISTING
0.99 AC
PROPOSED°
1.28 AC
'
WATER LINE..__..
3
SEWER LINE.
115 LF
ZONING:
HC—HIGHWAY COMMERCIAL
LAND USE:
EXISTING
AUTO REPAIR SHOP
PROPOSED
BUSINESS — RETAIL
HOURS OF OPERATION:
7 DAYS A WEEK
DEED REFERENCE:
DB 2945 PG 866 AND DB 1767 PG 561
PARCEL NUMBER:
PIN: 6-216-10000, 6-216-013
6-216-014, 6-216-019
TOWNSHIP:
CITY OF HAVELOCK
DENUDED AREA:
1.98 ACRES 1 r"
GENERAL NOTES
A. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE LATEST CITY OF
HAVELOCK AND CRAVEN COUNTY STANDARDS AND SPECIFICATIONS.
B. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL
CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR
SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND
DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE
DURING CONSTRUCTION OF THE PROJECT.
C. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT AND FACE OF CURB UNLESS
OTHERWISE NOTED. ALL CURB RADII GIVEN TO THE FACE OF CURB.
D. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO
THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE
SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED
ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL
REGULATIONS.
E. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO
ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR
SHALL NOTIFY HCDPU FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN
THE PROJECT SITE.
F. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
G. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF
ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE
DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION.
H. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER
STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS
DO NOT MATCH INFORMATION ON PLANS.
I. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF —SITE GRADING,
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
J. NONSTANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE
RIGHT—OF—WAY REQUIRE A RIGHT—OF—WAY ENCROACHMENT AGREEMENT WITH
THE STATE AND LOCAL. TRANSPORTATION DEPARTMENTS BEFORE INSTALLATION.
NOTE: NO STREAMS, WETLANDS, FLOODWAYS OR
FLOODPLAINS EXIST ON THE SUBJECT PROPERTY
�O
GRAPHIC SCALE IN FEET
1 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pnarmacy
SOUTHERN M,945—RGHT
CHAMFER DRIVE—THRU
STORE NUMBER: 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE RELO
DEAL TYPE FEE -FOR -SERVICE
CS PROJECT NUMBER: 76199
ENGINEER:
v 2073
Kimley-Horn
and Associates, Inc.
CONSULTANT.
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
eH [phone]
FAX [phone]
SEAL:
. • SEAL` IP'
032582
�dtLl.11lt 1 ` j
REVISIONS:
DRAWING BY: JGM
DATE: 17—SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
SITE PLAN
SHEET NUMBER:
C-3
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
a�

GFNFRAI NOTFS
(n W
•\ �• �~ ` PROP. CATCH BASIN
RIM:27.37
\ 26.75 \\\ INV. IN: 22.39
/ �• • INV. OUT: 22.29
/ PROP. CATCH BASIN
RIM: 25.50
fy INV: 22.7676
L / \
l/ SDCO
` INV- 25.95
J � l
i
/ 74 LF 1
RCP 00.5%
41 LF 15"
.. ... .LP..... ! j, -RCP ® 0.5%
-z7'28
'51-LF 10"..r.../ ./.' if $ .. ... .. .. .. .27:37-. .
PVC 0-1% f; j 2 LP ?B
\...'.'. .. j 27.60 ,
IG S9C0... 66 LF 10". ..... HP. .
Mv:-2544.. 'PVC-® 1% ................'.. .(... .
. . r
�rl N 27.25 `.
-28.35 ..'.fv / .. 29,00..1.. HP
�7 28.57 � I
28.3� h.
28.� ! ! j 28.
28.35 ; f
PROP. ROOF DRAINS
28.09 INV:2§`.�O (TYP) I
I \ I
CVS/
harracy
28'45- f
t...'.. 11,945 TYR B
f ` 69 PARKING pSP�CES
FFE _ ?/9.00
2% MAX _
I .'... .... . /jj /J CROSS SLOPE
LIMITS OF
3ANCE (TYP) xl / ? 26.91-
x
i�. 29.0�
� `
�x.�. 28.50 \ 29.00
HP \ i
28.91 _
II 2�04
IIF
I l �J� J/
I '{
� a
� I
PROP. JUNCTION BO�
RIM: 27.55
INV. I N (15"N W): 22.0✓�
INV. IN (15'SW):22.97
--INV. IN(10"):24.78
INV OUT:21.97 I
LP
1
"
u I
"
.80
A MINI
1
HP 28.17
2% MAX <h "
CROSS SLOPE .
28.67
1
-.
PROP. CATCH BASIN
.......I .
RIM:26.60
INV(W):23.65 ;
j
t
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28.67..
.
'`G... `�``^•.�\ !
1
HP-
28.24 .
27.75 7
26.60
15" RCR 0 1% LP
....
27.39
27
70
24 _23• \
2 ��---� i,
r21
vo�ARED,.EN 2 5 _ _ U N
` EXTEND xE STING CTIQAI
6" tip; 15" CULVER \-\,._ \. \ - / N
� 10�ryA.v MATCH SLOPE
- n 1�' - RAND INVERT OF o ��
b d 00 RIP RAP DISSIPATOR
N
~ � N �� SEE SIZING
ORMAION ON THIS \ k
SHEET STORMWATER
16� t
WETLAND
'-REFER TO SHEET
C-14 FOR, DETAILS
GALVANIZED
CHAIN LINK
\ FENCE
A
p
(V
RIM: 25.0
INV(E): 2:
EXST. CATCH BAST /J
PROP. RIM:27.00j
i INV. IN, 21,72 !
INV. IN(SW): (21.53i
INV. OUT(NE): (21. ){J
Ig I IIII�ijh, I
RCPL®11 %
i
43 LF 15"
RCP ® 1% I I I
II i If I
I I'I II 3 I
1 PROP. CATCH BA {N
RIM: 26.17 I
INV.,22.50 I
S
I I I
I
� 51
� I{
! { II {
i
i15" RCP II
CULVERT
j PIPE I 3
j i it
ou
I i
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I w
h I O I }
I
I I 1 t I
I t
1\
s
20' DRAINAG I I I
EASEMENT I{ ) 3
X�6 . CATCM BASIN
I'!(25.9t)I I '
I IN:23.0�
I OUT:(22.3t) ) (I
15" RCP I® 1%
1
\' I
2
C
,
�l
!
DISTURBED AREA: 2.21 ACRES
L: Z U
RIP RAP DISSIPATOR SIZING
FES-01
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
5.0
FT
EXIT WIDTH
6.3
FT
MIN. THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
I A
GRAPHIC SCALE IN FEET
1p 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pnarmaq
SOUTHERN n,sas-RIGHT
CHAMFER DPoVETFRU
STORE NUMBER- 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPES RELO
DEAL TYPE FEE -FOR -SERVICE
CS PROJECT NUMBER: 76199
ENGINEER:
mm n
Kimley-Horn
and Associates, Inc.
CONSULTANT:
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
'i SEAL 'r;
032582 c
c4'GINe' Q
/i7/11HER����\\� .. �-3
REVISIONS
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
GRADING AND
DRAINAGE
SHEET NUMBER:
C-4
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
Fib

3
7
s�
O v
o�
CO-2
INV IN:21.77
79 LF
PVC
11 LF OF 6" O
DIP 0 5%,
DOG HOUSE MAN HOLE
RIM:26.32
INV IN:17.27
INV OUT.16.96
BE FIELD"'NE1
TO ORDERING
126;p'1'Td 21
EXISTING 60'
ACROSS ACCESS
EASEMENT
I
I
0
I
/ I
0
o I
a
I
/ I
o
o�
�
I
I
P
GAS SERVICE
PROVIDED BY
y
UTILITY PROVIDER
-
! +•4
I
C� 3
R
I I
� 31
CONTRACTOR TO PROVIDE
A 2" SCH. 40 PVC
TELEPHONE CONDUIT TO
ROW FOR UTILITY
PROVIDER CONNECTION
'
I
C�
I
CO-5
INV IN:23.76
fl
CO 3
60 LF OF
6" I I
PVC ® 1%
3
— ou 3
I
LEGEND
.CO
OMH
E —
— G —
PROPOSED BACKFLOW PREVENTER
PROPOSED METER
SANITARY SEWER CLEANOUT
SANITARY SEWER MANHOLE
PROPOSED ELECTRIC LINE
PROPOSED GAS LINE
SS — PROPOSED SANITARY SEWER LINE
T — PROPOSED TELEPHONE/CABLE LINE
— W PROPOSED WATER LINE
----w -- EXISTING WATER LINE
--Sa-- EXISTING SANITARY SEWER LINE
--Fo-- EXISTING FIBER OPTIC
--- ----- EXISTING ELECTRIC
1. UTILITY CONTRACTOR SHALL INSTALL ALL UTILITIES
2. THE UTILITY CONTRACTOR MUST PROVIDE ENGINEER WITH A SET OF AS —BUILT
RECORD DRAWINGS (IN BOND AND DIGITAL FORMATS), FOR ALL ASSOCIATED
UTILITIES.
3. SEE SHEET C-1 FOR UTILITY NOTES
4. ALL DUCTILE IRON SANITARY SEWER PIPING SHALL BE LINED WITH PROTECTO
401 OR EQUAL APPROVED INTERIOR COATING.
In
GRAPHIC SCALE IN FEET
1 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmacy'
sounERN nsas-err
CHAMFER oPove-nHwu
STORE NUMBEFF 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE RELO
DEALTYPE FEE —FOR —SERVICE
CS PROJECT NUMBER. 76199
ENGINEER:
Kimley-Horn U 20i3
and Associates, Inc.
CONSULTANT
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
J CHL f
032582
Zo
REVISIONS:
DRAWING BY: JGM
DATE: 17—SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
UTILITY PLAN
SHEET NUMBER:
C-5
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

tl'
_ EROSION CONTROL LEGEND
100 PROPOSED CONTOUR
EXISTING CONTOUR
SF SF — SILT FENCE
<t m TEMPORARY DIVERSION DITCH
iI;II,j
SKIMMER BASIN #2
(44 FT X 24 FT)
2" SKIMMER
CONNECT SKIMMER
TO EXISTING STORM
II STRUCTURE
SILT FENCE, (TYP.)
CONSTRUCTION
ENTRANCE, (TYP.)
SILT FENCE, (TYP.)
LIMITS OF DISTURBANCE, (TYP.)
STONE
CONSTRUCTION
ENTRANCE, (TYP.)
0
EXISTING STORM PIPE
INLET PROTECTION
LIMITS OF DISTURBANCE
AREAS TO BE STABILIZED WITHIN SEVEN
(7) DAYS OF CONSTRUCTION. ALL
OTHER AREAS SHALL BE STABILIZED
WITHIN FOURTEEN (14) DAYS OF
COMPLETION OF ANY PHASE OF
GRADING.
Skimmer Basin #1
SURFACE AREA REQUIRED
1,337
SF
SURFACE AREA PROVIDED
1,458
SF
VOLUME REQUIRED
1,260
CF
VOLUME PROVIDED
2,332
CF
STORAGE DEPTH
2
FT
TOP OF BERM
59 x 32
FT
25.65
EMGY. SPILLWAY LENGTH
20
FT
24.50
BOTTOM OF BASIN'
46 x 19
FT
22.50
SKIMMER SIZE
2
IN
SKIMMER ORIFICE DIAMETER
1.0
IN
Skimmer Basin #2
SURFACE AREA REQUIRED
764
SF
SURFACE AREA PROVIDED
800
SF
VOLUME REQUIRED
720
CF
VOLUME PROVIDED
1,184
CF
STORAGE DEPTH
2
FT
TOP OF BERM
44 i x 24
FT
24.61
EMGY. SPILLWAY LENGTH
20
FT
23.50
BOTTOM OF BASIN
32 x 12
FT
21.50
SKIMMER SIZE
2
IN
SKIMMER ORIFICE DIAMETER
0.75
IN
EROSION CONTROL NOTES
A. WHERE POSSIBLE, EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO
CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE.
B. ALL EXCAVATED SOILS NOT NEEDED ON SITE FOR BACKFILL OPERATIONS SHALL
BE TAKEN OFF SITE AND LEGALLY DISPOSED OF.
C. SOIL REMAINING ON SITE SHALL HAVE SILT FENCE TIGHTLY PLACED AROUND
THE ENTIRE CIRCUMFERENCE OF THE PILE.
D. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SOIL FROM
LEAVING THE SITE OR ENTERING EXISTING DRAINAGE STRUCTURES.
E. ALL EROSION CONTROLS MEASURES AND DEVICES SHALL BE IN ACCORDANCE
WITH STATE AND LOCAL EROSION CONTROL REGULATIONS.
F. ALL DISTURBED AREAS WHERE WORK HAS CEASED SHALL BE STABILIZED WITHIN
14 DAYS UNLESS OTHERWISE NOTED.
G. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
(7) CALENDAR DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS }
INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
IMMEDIATELY.
H. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE MUD BEING
TRACKED FROM CONSTRUCTION AREAS TO PAVED ROADWAYS. THE CONTRACTOR
SHALL REMOVE SOIL/MUD FROM THE PAVEMENT DAILY AS OFTEN AS MAY BE
REQUIRED.
I. NO SEDIMENT AND EROSION CONTROL MEASURE SHALL BE REMOVED WITHOUT
NCDENR APPROVAL.
CONSTRUCTION SCHEDULE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURSES (NCDENR).
2. SET UP AN ON —SITE PRE —CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL PERIMETER SILT FENCE, DIVERSION DITCHES, SKIMMER SEDIMENT BASINS,
INLET PROTECTION FOR ALL EXISTING INLETS, AND CONSTRUCTION ENTRANCES
BEFORE ANY OTHER DISTURBANCE AS NOTED ON PLAN.
4. NOTIFY NCDENR PRIOR TO ANY LAND DISTURBING ACTIVITY.
5. BEGIN DEMOLITION OF EXISTING BUILDING AND PAVEMENT.
6. ROUGH GRADE SITE. BEGIN STORM DRAIN AND UTILITY INSTALLATION.
7. PLACE INLET PROTECTION AROUND PROPOSED STORM INLETS AS THEY ARE
INSTALLED.
8. MAINTAIN AND VERTICALLY ADJUST EROSION CONTROL DEVICES AS NEEDED.
9. INSTALL PARKING LOT STONE BASE AS SOON AS POSSIBLE.
10. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
11. CALL THE NCDENR ERISION CONTROL INEPCTOR PRIOR TO THE REMOVAL OF
ANY EROSION CONTROL DEVICE.
12. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL THE NCDENR EROSION CONTROL INSPECTOR FOR
INSPECTION.
13. IF SITE IS APPROVED, REMOVE SILT FENCING AND INLET PROTECTION. SEED
OUT OR STABILIZE ANY RESULTING BARE AREAS. SKIMMER BASIN #1 CAN BE
CONVERTED TO THE STORMWATER WETLAND. REMOVE ALL ACCUMULATED
SEDIMENT FROM BASIN AND GRADE AS NECESSARY TO ACHIEVE REQUIRED
DIMENSIONS.
14. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE
INSPECTION BY NCDENR AND EROSION CONTROL INSPECTOR.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH STATE EROSION AND SEDIMENT CONTROL MANUAL, U.S. DEPT. OF
AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, AND LOCAL EROSION
CONTROL ORDINANCE.
16. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION INSPECTOR
SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES
OF CONSTRUCTION.
DISTURBED AREA: 2.21 ACRES
0
GRAPHIC SCALE IN FEET
0 15 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/AGSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmacy'o
CHAMFER DPJVE—THRU
STORE NUMBER: 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE RELO
DEAL TYPE FEE —FOR —SERVICE
CS PROJECT NUMBER. 76199
ENGINEER:
2013
Kimley-Horn
and Associates, Inc.
CONSULTANT:
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
SEAL r;
032582
Own
11,3
REVISIONS:
DRAWING BY: JGM
DATE: 17—SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
PHASE 1 EROSION
CONTROL PLAN
SHEET NUMBER:
C-6
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

C
INLET PROTECTION
(TYP)
AREA TO BE
STABILIZED WITHIN 7
DAYS OF
CONSTRUCTION (TYP)
SILT FENCE (TYP)
II
zi
LIMITS OF
3ANCE-(TYP) 1 Ii
'd
x'
�d I
I
xl
xd
a
i
I
?s >
I.
27 28 ~\I
F�
1_N
to
�111I� I
N I
i
p rrnaLl00
11,945 TYPE B i
69 PAf,KING SPACES fi
c.:
AREA TO BE
STABILIZED WITHIN 7
DAYS OF
CONSTRUCTION (TYP)
STORMWATER
WETLAND
mll l
0
19
EROSION CONTROL LEGEND
100 PROPOSED CONTOUR
-- 100---- EXISTING CONTOUR
SF SF — SILT FENCE
m TEMPORARY DIVERSION DITCH
EXISTING STORM PIPE
--� PROPOSED STORM PIPE
' INLET PROTECTION
CL LIMITS OF DISTURBANCE
AREAS TO BE STABILIZED WITHIN SEVEN
(7) DAYS OF CONSTRUCTION. ALL
OTHER AREAS SHALL BE STABILIZED
WITHIN FOURTEEN (14) DAYS OF
COMPLETION OF ANY PHASE OF
GRADING.
EROSION CONTROL NOTES
A. WHERE POSSIBLE, EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO
CONSTRUCTION AND SHALL BE ADEQUATE TO MAINTAIN SEDIMENT ON SITE.
B. ALL EXCAVATED SOILS NOT NEEDED ON SITE FOR BACKFILL OPERATIONS SHALL
BE TAKEN OFF SITE AND LEGALLY DISPOSED OF.
C. SOIL REMAINING ON SITE SHALL HAVE SILT FENCE TIGHTLY PLACED AROUND
THE ENTIRE CIRCUMFERENCE OF THE PILE.
D. PROVIDE EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SOIL FROM
LEAVING THE SITE OR ENTERING EXISTING DRAINAGE STRUCTURES.
E. ALL EROSION CONTROLS MEASURES AND DEVICES SHALL BE IN ACCORDANCE
WITH STATE AND LOCAL EROSION CONTROL REGULATIONS.
F. ALL DISTURBED AREAS WHERE WORK HAS CEASED SHALL BE STABILIZED WITHIN
14 DAYS UNLESS OTHERWISE NOTED.
G. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
(7) CALENDAR DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS }
INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
IMMEDIATELY.
H. THE CONTRACTOR SHALL TAKE NECESSARY ACTION TO MINIMIZE MUD BEING
TRACKED FROM CONSTRUCTION AREAS TO PAVED ROADWAYS. THE CONTRACTOR
SHALL REMOVE SOIL/MUD FROM THE PAVEMENT DAILY AS OFTEN AS MAY BE
REQUIRED.
1. NO SEDIMENT AND EROSION CONTROL MEASURE SHALL BE REMOVED WITHOUT
NCDENR APPROVAL.
CONSTRUCTION SCHEDULE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURSES (NCDENR).
2. SET UP AN ON —SITE PRE —CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES.
3. INSTALL PERIMETER SILT FENCE, DIVERSION DITCHES, SKIMMER SEDIMENT BASINS,
INLET PROTECTION FOR ALL EXISTING INLETS, AND CONSTRUCTION ENTRANCES
BEFORE ANY OTHER DISTURBANCE AS NOTED ON PLAN.
4. NOTIFY NCDENR PRIOR TO ANY LAND DISTURBING ACTIVITY,
5. BEGIN DEMOLITION OF EXISTING BUILDING AND PAVEMENT.
6. ROUGH GRADE SITE. BEGIN STORM DRAIN AND UTILITY INSTALLATION.
7. PLACE INLET PROTECTION AROUND PROPOSED STORM INLETS AS THEY ARE
INSTALLED.
8. MAINTAIN AND VERTICALLY ADJUST EROSION CONTROL DEVICES AS NEEDED.
9. INSTALL PARKING LOT STONE BASE AS SOON AS POSSIBLE.
10. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
11. CALL THE NCDENR ERISION CONTROL INEPCTOR PRIOR TO THE REMOVAL OF
ANY EROSION CONTROL DEVICE.
12. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL THE NCDENR EROSION CONTROL INSPECTOR FOR
INSPECTION.
13. IF SITE IS APPROVED, REMOVE SILT FENCING AND INLET PROTECTION. SEED
OUT OR STABILIZE ANY RESULTING BARE AREAS. SKIMMER BASIN #1 CAN BE
CONVERTED TO THE STORMWATER WETLAND. REMOVE ALL ACCUMULATED
SEDIMENT FROM BASIN AND GRADE AS NECESSARY TO ACHIEVE REQUIRED
DIMENSIONS.
14. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE
INSPECTION BY NCDENR AND EROSION CONTROL INSPECTOR.
15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE
WITH STATE EROSION AND SEDIMENT CONTROL MANUAL, U.S. DEPT. OF
AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, AND LOCAL EROSION
CONTROL ORDINANCE.
16. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL
EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE
CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION INSPECTOR
SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES
OF CONSTRUCTION.
DISTURBED AREA: 2.21 ACRES
�O
GRAPHIC SCALE IN FEET
0 15 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmacy°
SOUTHERN 11,945-RIC,W
CHAMFER DRIVE-THRU
STORE NUMBER: 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE: RELO
DEALTYPE. FEE —FOR —SERVICE
CS PROJECT NUMBER: 76199
ENGINEER:
r
Gl Kimley-Horn 2013
and Associates, Inc.
CONSULTANT
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
SEAL 9r:
032582
U�
NER 10,
REVISIONS:
DRAWING BY: �` 41 JGM
DATE: 17—SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
PHASE 2 EROSION
CONTROL PLAN
SHEET NUMBER:
C-6ml
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

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840.14
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Y
PLAN
WITH GRATE & FRAME REMOVED
SECTION X-X
^" WEEP HOLES
GENERAL NOTES:
USE CLASS "S" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
^OPING(INCIDENTAL)
IP ELEVATION
840.16 FRAME —
iATE
6"
(SEE NOTE) MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
rora.
°"ETE
rox .x".ra
C.N.
B.C.
12"
3'-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
3'-0"
0.814
0.059
0.085
30"
3'-0"
2'-0"
T-6"
0.222
0.222
0.925
0.092
0.127
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#5 REBARS 12" o
CENTERS (TYP.)
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CONCRETE
WALL
CONCRETE
CONSTRUCTION
GRATE AND FRAME
BRICK
MASONRY
WALL
DETAIL SHOWING ANCHORAGE OF
FRAME FOR GRATED DROP INLET
NOTE:
CONSTRUCT GRATED DROP INLET TO COINCIDE WITH NORMAL
OR SUPERELEVATED SHOULDER OR PAVEMENT SLOPE.
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GENERAL NOTES:
THIS PRECAST BOX MAY 8E USED FOR THE FOLLOWING
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11,
840.12, 840.14, 840.15, 840.17, 840.18, 840.19,
840.26, 840.27, 840.28, 840.31, 840.32 AND 840.41.
INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
DO NOT PLACE PRECAST DRAINAGE STRUCTURES
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
USE 4000 PSI CONCRETE.
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185.
LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 15'-0".
*
PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
OSHA STANDARD 1926.704.
*
CUT OR FORM OPENINGS FOR PIPE TO PROVIDE
1i
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REQUIRED SIZE AND LOCATION. ORIENT WAFFLE WALL STRUCTURES
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SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER
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THE OUTSIDE PIPE DIAMETER PLUS 2" OR THE OPENING
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REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE
SIZE WHICHEVER IS GREATER.
*
USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE OPENING AS SHOWN ON THIS SHEET.
ANCHOR
BRICK MASONRY
CONSTRUCTION
M
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FRAME AND GRATE INSTALLATION
FOR NORMAL CROWN AND
SUPERELEVATED SECTIONS SHEET 1 OF 1
840.25
OPENING SHALL BE
LOCATED AS REQUIRED
STEPS
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OPTIONAL JOINT DETAILS SHEET 2 OF 2
840.45
PLAN TOP SLAB
pnarmaq
CHAMFER DPoVE-iHiU
STORE NUMBER: 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE- RELO
DEAL TYPE FEE —FOR —SERVICE
CS PROJECT NUMBER. 76199
ENGINEERS
MM "
c 2013
Kimley-Horn
and Associates, Inc.
CONSULTANT
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
SEAL 9r•
032582
(. 1
,ems 161�ciN�����,�l.
V
REVISIONS:
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TI TLE:
CONSTRUCTION
DETAILS
SHEET NUMBER:
C-9
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

CARRY PP-M8 UP —
BACK SIDE O 6PIL'1IAY
WraI EAEu: NIFN@fAtE�
W GF eaw
CESGI HM1 WATFB.—_-_
—,r.Y CHET _
Y011INT
nEAN OUT STAKE--n
-ASS B RIP RAP
T
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E WATER
=1
v
CARRY RP -RAP UP BMX
SIDE OF SMU."Y
awls n OR 12
MP�IAP
FANH BNW1
`UMMUM U� OF SEDIMENT
FILTER FAeMc SECTION THROUGH BERM AND FILTER
-EA1N e'L� WIMO SECTION THROUGH BASIN
AND FILTER
iW8 LflEI. 6IIF,I-FD.
p�
y --
GENERAL NOTES:
AREA UNDER EMBANKMENT SHA- BE CLEARED. GRUBBED, AND STRIPPED OF ANY VEGETATION AND ROOT MAT.
THE POOL AREA SHALL BE CLEARED.
ti SLT FENCE AT
THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS
/ TOE O FARM BEAN
OVERSIFD STONES, ROCKS ORGANIC MATERIAL OR 07HER OBJECTIONABLE MATERIAL THE EMBANKMENT SHALL BE
COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING CONSTRUCTED. SPILLWAY$ SHOULD NOT BE CONSTRUCTED
=�
THROUGH FILL SECTIONS
CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED.
i
ALL CUT AND FILL SLOPES SHAH BE 21 OR FLATTER.
a \
SETTLING INTO THE MUD BY
FROMUNDER
SHAPE THE BASIN TO THE T UNDER
DIMENSIONS PREVENT THE SKIMMING LOWS SUPPORT
EXCAVATING A 9ULLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE 9<WIIIER a: STONE OR
�a
TrER.
_
STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY. AND MAY BE CONSTRUCTED IN ANY SHAPE
PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. TIME BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE
QUAA-r-
FILTER AND THE MAN ROW OF WATER MID SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
REOWRED STORAGE IS 1800 CUBIC FEET W STORAGE VOLUME PER DENUDED ACRE RECOMMENDED STORAGE IS 18W
CUBIC FEET O STORAGE PER ACRE OF DRAINAGE AREA
4'
ASSEMBLE THE SIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS. OR AS DESIGNED.
WP-nAF APRON TB caTWUE
ID MW15 O DISRAI® NWA
LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL
PIPE ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR
PERSPFCIIVE VIEW
SUPPORT. BE SURE TO ATTACH A ROPE TO THE SHIMMER AND ANCHOR IT W THE SIDE OF THE BASIN. THIS WILL BE USED
TO PULL THE SIMMER TO THE SIDE FOR MAINTENANCE
MAINTENANCE NOTES:
THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM.
INSPECT SKIMMER AND TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
WHENEVER TOPOGRAPHY ALLOWS THE BASIN LENGTH SHOULD BE TWICE (2%) THE BASIN WIDTH. TO ALLOW FOR SETRUNG.
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
BAFFLES SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN IWCE THE WOTH.
DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE PULL THE SKIMMER TO ONE
SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS
SIDE THAT THE SEDIMENT UNDERNEATH IT CEXCAVATED.PL EXCAVATED. ACE REMOVED SEDIMENT IN. AN AREA WITH
DI
SEGMENT STORAGE
OF
FOR DESIGN RISER TYPE SEDIMENT BASINS REFER TO THE NORTH CARO INA DEPARTMENT OF ENVIRONMENT,
HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
REPAIR THE BAFFLES CHECK THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. AND INSPECT THE
THE BASIN SHALL BE INSPECTED AFTER EACH RAIN MADE AS NECESSARY.
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE AL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND
ALL CUT AND FILL SLOPES SNAL BE 2.•1 OR FLATTER.
OTHER DEBRIS FOR THE RISER AND POOL AREA
IF THE SIMMER IS CLOGGED WITH TRASH PULL THE SKIMMER TO ONE SIDE AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED
WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING
THE SKIMMER.
ALUMINUM STRAPS
SUSPENDING INLET
NOTES:
1. SKIMMER TO BE 4" FAIRCLOTH
SKIMMER WITH INLET SIZED TO
DEWATER BASIN IN 1-3 DAYS
ACCESSIBLE THROUGH DOOR
\(�f PVC FLOAT
HEAD ON CENTER OF
COUPUNG TO PVC OUTLET PIPE TO BE INLET AND ORIFICE
SUPPLIED BY CONTRACTOR
INLET EXTENSION
SCHEDULE 40 SOLID PVC BARREL
TO BE SUPPLED BY CONTRACTOR
HOSE SS CLAMPS
THREADED, MALE NIPPLE AND OUTLET END
SKIMMER DETAIL
NOT TO SCALE
SKIMMER DEVICE REQUIRED IN EACH SEDIMENT BASIN.
IIIIII IIIIII CONTACT J.W. FAIRCLOTH AND SON, (919)
IIIIII 732--1244, FOR ADDITIONAL INFORMALION AND
ORDERING OF THE REQUIRED SKIMMERS.
II-III-"Pill--L—IICIIf-III-III-III-111-� IIII
-III=III-III-11I-III-=I I1=I I I__I I1-I I1=1I I
-IIIIII- IIII GRAVEL AND RIP —RAP FILTER BASIN
SECTION THROUGH BERM AND FILTER SKIMMER DEVICE
IMPERMEABLE
SKIMMER MEMBRANE
saMaRT slanARE AREA --''I =ll= =III- =�. - -
-
I�=11 rJ=11=11 I -III=' I I-III=11 I-1_
III-III-ll1-11=III=1 I IJ I I -III -III-III=1
=III=III=III=III=III-III-III-III-III_1
II III III--I�� III III-J III Ulf III -III I - I
II III-
_ 1 1=11I III III -III ll II_I=11I IJ IIt-III III III
1. _MAwAa No i M s>WINT III ) -IJ-III III ll Ili LI III III III. III=1
(—IIIIII WHEN 1THS — --- =11 III III -11 III III -11 III III III
C {TI L i 1 III NIL L III 111 I III .III 1T1.=1I _�
IIIIII _IIIIII II IIIIII-IIIIII j!!T2'lIIIII-IIIIII_
COUPLING AT BOTTOM - SECTION THROUGHBASIN AND FILTER OF BASIN TO 4"PVC UT -OFF TRENCH
OUTLET PIPE
GRAVEL AND RIP —RAP FILTER BASIN WITH SKIMMER DEVICE
STEEL POSTS
MAX. 8' D.C.
WIRE FENCE ('HOG WIRE")
FILTER FABRIC (2' HIGH)
HEIGHT:
2 FEEr
z
BOTTOM OF WIRE FENCE AND
_ 8N FILTER
R FABRIC BURIED EXCAVATED TRENCH
STEEL POST
DRIVEN 24'
INTO GROUND
SECTION
NOTES:
a. FABRIC SHALL EXTEND INTO TRENCH 8-INCHES DOWN AND
4-INCHES FORWARD ALONG TRENCH.
b. INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER
EVERY RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
c. SHOULD FABRIC OF SILT FENCE COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTNE,REPLACE IT PROMPTLY.
d. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT.
e• IF THE TOP OF SEDIMENT ELEVATION REACHES ONE-THIRD G)
OF THE HEIGHT OF THE FENCE, SEDIMENT MUST BE REMOVED.
f. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
SEDIMENT FENCE (SILT FENCE)
NOT TO SCALE
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) B&THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER - 1,000 lbs. / ACRE-10-10-10
SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION ® 300 GALS./ ACRE
SEEDING SCHEDULE
(REVISED: 1-1-86)
Shoulders, Side Ditches, Slopes (Max 3:1)
NOTES:
a• 2" - 3" WASHED STONE SHALL BE USED.
PAD TO BE 501 X 20'W X 6"D AT A
MINIMUM.
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
SHALL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
f. PLACE FRESH STONE ON CONSTRUCTION
ENTRANCE WHEN SEDIMENTS AND MUD
ACCUMULATE,
DATE
TYPE
PLANTING RATE
Aug 15
- Nov 1
Tall Fescue
300
Ibs/acre
Nov 1
- Mar 1
Tall Fescue
300
Ibs/acre
& Abruzzi Rye
25
Ibs/acre
Mar 1
- Apr 15
Tall Fescue
300
Ibs/acre
Apr 15
- Jun 30
Hulled Common Bermudograss
25 Ibs/acre
Jul 1
- Aug 15
Tall Fescue and
120
Ibs/acre
***Browntop Millet
35
Ibs/acre
***or Sorghum -Sudan Hybrids
30
Ibs/acre
Slopes (3:1 to 2:1)
Mar 1
- Jun 1
Sericea Lespedeza (scarified)
50
Ibs/acre
&
(Mar 1
- Apr 15)
Add Tall Fescue
120
Ibs/acre
(Mar 1
- Jun 30)
Or Add Weeping Lovegrass
10
Ibs/acre
(Mar 1
- Jun 30)
Or Add Hulled Common Bermudograss
25
Ibs/acre
Jun 1
- Sep 1
***Tall Fescue and
120
Ibs/acre
*** P Millet
Brownto
35
Ibs/ acre
***or Sorghum -Sudan Hybrids
30
Ibs/acre
Sep 1 -
Mar 1
Sericea Lespedeza (unhulled-unscarified)
70
Ibs/acre
and Tall Fescue
120
Ibs/acre
(Nov 1 -
Mar 1)
Add Abruzzi Rye
25
Ibs/acre
Consult
Conservation
Engineer or Soil Conservation Service for
additional information
concerning other alternatives for vegetation
of
denuded
areas. The
above vegetation rates are those which do
well under
local conditions;
other
seeding rate combinations are possible.
***Temporary - Reseed according to optimum season for desired
permanent
vegetation. Do not
allow temporary cover to grow over 12" in height
before
mowing,
otherwise fescue may be shaded out.
MAINTENANCE NOTE:
MAINTAIN THE GRAVEL PAD IN A
CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE
PERIODIC TOPDRESSING 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 PUBLIC ROADWAYS.
STEEP CUT OR
SIDE SLOPES
2 : 1 (MAX.)
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MAINTENANCE MUST BE PROVIDED.
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
NOT TO SCALE
BURY BOTTOM
OF PLYWOOD
NOTE: ALL PARTIALLY COMPLETED STORM DRAINS
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE
DETAILS.
STEEL FENCE
POST (TYP.)
WASHED STONE FILTER
ACROSS PIPE INLET
MAINTENANCE
UPSTREAM END OF
STORM DRAIN
2' MIN
COMPACTED
2' MIN
STABILIZE DIVERSION DITCH
CROSS SECTION WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
UPSLOPE TOE I POSITIVE GRADE 1.0% MAX.
A ( 1/3 PIPE
: > > DIAMETER
D
A
3/4" EXTERIOR -
PLYWOOD
PLYWOOD INLET PROTECTION
UPSTREAM END OF
STORM DRAIN
HARDWARE CLOTH
STONE FILTER INLET PROTECTION
PIPE INLET PROTECTION
NOT TO SCALE
INSPECT AT REGULAR INTERVALS AS
WELL AS MAJOR RAINS FOR PIPING,
SCOUR HOLES, AND/OR DISLODGED
STONES AND MAKE NECESSARY REPAIRS
IMMEDIATELY.
2. BEFORE REMOVAL OF SEDIMENT/SILT
FENCING, INSPECT STONES AND AREA
SURROUNDING STONES FROM
ACCUMULATED SEDIMENT. REMOVE
ACCUMULATED SEDIMENT AFTER DRAINAGE
BASIN STABILIZATION AND PRIOR TO
REMOVAL OF SEDIMENT/SILT FENCING.
NOTES:
(1) EXTEND RIP RAP OVER AND
AROUND TOP OF PIPE AND FLARED
END SECTION
RIP -RAP APRON SIZING
OVERFLOW
\\ \\\ \\\ \\ \\\ \\ \\ \\
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\\ \\\ \\\ \\ \ \\ \\\\\\
STEEP CUT OR FILL SLOPE
PLAN NEW
TEMPORARY DNERSION DITCH
NOT TO SCALE
TALL STANDARD META POSTS BURIED 2'-0' IN GROUND
�- GALVINIZED
HARDWARE) WIRE
EXTENDS TO
TOP OF BOX
Z�0 -
o
o1i D_
157 WASHED STONE PLACED TO A
HEIGHT OF 16"-18' MIN. ABOVE
TOP OF BOX
NOTE: TO BE INSTALLED AROUND ALL CURB INLETS
UNTIL CURB IS POURED.
MAINTENANCE NOTE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL.
REPLACE STONE AS NEEDED.
INSTALLATION OF FABRIC AND SUPPORTING
FRAME FOR INLET PROTECTION.
TYPE A
PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL
EXIT WIDTH (P)
A
r
FOR SIZE OFW4 fa
FOOTING - SEE NOTE
SECTION A -A
IF STONE DIA> W. PROVIDE GEOTEXTI E UNDERUNER OR
4" (MIN.) /57 WASHED STONE BEDDING MATERIAL
NOT TO SCALE
TYPE B
PIPE OUTLET TO WELL- DEFINED CHANNEL
EXTEND RIP RAP AROUND TOP OF
PIPE AND FLARED END SECTION
PLAN VIEW
LENGTH (LI
r
r A
SECTION 8-0
IF STONE DIA.> O". PROVIDE GEOTEXTILE UNDERUNER OR
4" (MIN.) /57 WASHED STONE BEDDING MATERIAL
CHANNEL
BOTTOM
2' MIN.
I
pnarmaq
sounERN n,sas-RGtr
CHAMFER DRIVE-nHwu
STORE NUMBER. 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE RELO
DEAL TYPE FEE —FOR —SERVICE
CS PROJECT NUMBER: 76M
ENGINEER:
U 2013
Kimley-Horn
and Associates, Inc.
CONSULTANT
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
SEAL 9r"
032582 =
r
-13
REVISIONS:
DRAWING BY: JGM
DATE: 17—SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
EROSION
CONTROL DETAILS
SHEET NUMBER:
C-13
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
a E-

1.0" DIA.
PVC ELBOW
PERM. POOL
ELEV.�24.0
6" MIN.I
0
v
0
s
0
N
N
0
U
I
r
0
i
3
N �
0
�)n
o
N
v
o�
STRUCTURE WAL
WATERTIGHT
SEAL AT JOINT
1 DIA. ORIFICE
INV=24.0
TRASH RACK
OF STRUCTURE
. = 25.0
6" THICK
CONCRET
WALLS
15" RCP OUTLET
0 1.0%
BOTTOM OF STRUCTURE INV=23.32
BURIED IN WETLAND BANK
SECTION A -A
15" RCP OUTLET 0 �,
@ 1.0%
TRASH RACK
TOP OF STRUCTURE
100-YR WSEL=25.25 ELEV=25.0
10-YR WSEL=25.02
i-YR WSEL=24.57 rA
214
6" THICK
CONCRETE
WALLS
PERM. POOL ELEV.=24.0 15" RCP OUTLET
1.0%
1.0" DNA. ORIFICE INV=23.32
INV=24 BOTTOM OF STRU6" BELOW
BURIED IN WETLAND BANK PERM. POOL
SECTION B-B
STORMWATER WETLAND CONTROL STRUCTURE
SCALE
NOT TO
CONTROL STRUCTURE NOTE:
ALL ORIFICES TO HAVE SCREEN INSTALLF_D OVER OPENINGS TO
PREVENT BLOCKAGE.
C.
0
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WHERE 4Y TO 0+" PIPE 13 UED
PLAN OF T4P S.1N8!
9ENEML NgTEB:
UK CiAU '0' CONCRETE TigWgMOW.
PROVIDE ALL CATCH SHIMS OVER a'.e' IN MITI RITM OT06 12"
ON CIMM THE STEy EtICM CaNPLY WITH $TO, ORWNO NO.N.
OK14W 640TRUC1100 - UONCLITHC POUR, 2' KEYWAY, 0R 04 OAR BOLA AT
12' KNTEN At 01FECTEO By THE ENOIMEER.
UK FOAM POP THE CONSTRUCTION OF THE IIUTTOW OLAi.
IF R°[NFORall CONCRETE Pin IS UT IN BOTTC11 SLAB OF NOR, AUO To aLN
N GROWN OR SEC, NO. s11.001
UK "RE -a", •F- MMo `R' oRAisi uN EBB OTNERBlu ENDICAIBO.
FOR y-o- 1N Jim? ON UM U¢E S" 1W.l.o AE ROTTW 91N. OVER
6'•B To 1S••O IN NEIO"T aE S' N.Lu ANO BOTYaM 6W, 0.Awwl
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owes AM MER
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NORIAL Cum AND OUTTER ON LEENIT GeAMS
EXPANSION JOINT-7/RNANOWIAI GUTTEM LIME
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• RIDER NAG .2211 CUBIC YARDS OF CONCRETE PER FOOT NEI(IYT
4' DIAMETER CONCRETE CONTROL STRUCTURE
(SEE DETAIL THIS SHEET)
TRASH RACK SEE LANDSCAPING PLANS FOR PLANTINGS.
PROVIDE 4" TOPSOIL SUITABLE FOR WETLAND
PLANTINGS ACROSS ENTIRE WETLAND SURFACE.
TOP OF BANK=27.0 100-YR WSE: 25.25 -
10-YR WSEL_25.02 -
(1-YR WSEL) TEMPORARY POOL 1
15• RCP SHALLOW LAND
- PERMANENT POOL ELEV=24_
SHALLOW WATER EL:23.50
BOTTOM ELEV OF FOREBAY/DEEP POOL=21.0 -
DEEP POOL EL:21.00
- FOREBAY EL: 21.00
M'
Z ~ 4?
oEap"EELN
4.14
tojE FF$
dM
STORMWATER WETLAND DETAIL
NOT TO SCALE
Zm
�z
N=m3
w N
a
Zcy
'a
ITT r- po
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FOR NAINELE COVEON
OPTIORAL
`oath WY SE USED
TO AILHAIT FIRM 6
IN
ION
N
L 1 i
0E"EML ROM
CIUNFE, A11 EXPOSED CORNEA 1".
UK CLAD 's^ CONOREIE TCMNA/EUT,
460ATCRS"iti6010O01TA12 CENTERS MONOLITHIC
POUR CT T gAtmeN.
USE FONIE TO CONe7AUCT ICE BOTTOM 8W.
IF RETNFORCEO CONCRETE PIPE IS SET IN ILW OLN M a",
ABC TO em N 0000 ON STANDARD NO, "0.00.
Ml OE All JUNCTION BOXES OVER VA* EN am NtiN a""
O" CENTERR IN ACCORDANCE WITH STO. M. 640.N:
AOJURT NNE STEEL GONEPETE MD NICY 1UISONRY QNNTITIEB
TO ITENCIT THE AbOLIION Oi THE TL4NN10LE I.E. OIADOML BARs
B1ENT[NE0 NOtlAO TYEMINC IN TOP stAs, IItOWN. VANIABLE
NEIONT ORION MNOMY, OPENING is TOF ",1
WY. UPTM OF INItS OTMIOIURE FRONT TOP OF BOUTIN RLU t0 TOP
ELEVATION IS 12 FEET.
e^
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Wtemwim NOW OUNWTITIM PONT CBOCOOTS JIANCTION box"
OtMEN820Nf OF BOY AND PIPE
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21•0"
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21-61
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0. to?
I a. 167
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22
0.700
0.016
0.024
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40
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0.376
0.204
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4's'
6.0^
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0.403
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2.341
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4 a
4'-0'
4' 0"
22
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0.160
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0.70
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0.444
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CATCH BASIN,
REFER TO GD PLAN
a
1y�~ V
O gOg,•1•"j
iIEL3�o�
to
10
O
pharma
CY°
SOUTHERN 11,945SAWT
CHAMFER DRIVE-THRU
STORE NUMBER 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PRa)ECTTYPE RELO
DEAL TYPE FEE -FOR -SERVICE
CS PROJECT NUMBER: 76M
ENGINEER:
OC 2013
Kimley-Horn
and Associates, Inc.
CONSULTANT
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
SEAL:
CA
•Q SEAL f;
032582
_ • • `S
INC5 )�
REVISIONS:
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
STORMWATER
DETAILS
SHEET NUMBER:
C-14
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

r/l
0
BUFFER YARD PLANTINGS AT DRIVEWAY
/ LOCATIONS ARE LOCATED OUTSIDE OF-/
1h\
,
E'
I
• � 5 5 LIQ `a 1 _.i
' � ',', � B&B ILE � � � �• �m I
THE SIGHT DISTANCE TRIANGLE PER 3 gal
/ NCDOT STANDARDS.
10 NEC
10' LANDSCAPE
STREETYARD
RIGHT-OF-WAY
MULCH ALL AREAS NOT
SPECIFIED FOR SOD (TYP)1
-� B&B
BUFFER YARD PLANTINGS AT DRIVEWAY
LOCATIONS ARE LOCATED OUTSIDE OF _
THE SIGHT DISTANCE TRIANGLE PER
NCDOT STANDARDS.
LAG I
B8,B
-MULCH (TYP)
e
i; l
SGN -THRU �)
BUFFER YARD PLANTINGS AT DRIVEWAY
LOCATIONS ARE LOCATED OUTSIDE OF
-� THE SIGHT DISTANCE TRIANGLE PER
NCDOT STANDARDS.
�I
'01 LAG EAS
BBB
3 gal ?
i5 g
334 sA CYN
�Q I I I
ail
-10' LANDSCAPE
STREETYARD C
-RIGHT-OF-WAY {
If
-EXISTING
OVERHEAD POWER I
i 4
-MULCH (TYP)
i
I
ILE !i
3 gal; i
' I
3 LAG I 1
BBB , AS
111' VIB jI
3 gal 11IL
II i
3 gal
i14
I i 4
THIS LOT NOT INCLUDED 41
SEE EXISTING CONDITIONS j
SHEET FOR MORE INFORMATION '
t i
.. , r ✓^ r
PYLON SIGN
I
I
�LAG t+AS v . F �=t . _?-- i E ILE
B )j� �" <"'�.,,,� .� � ' S �IV-THRU � �++.'r+fr '.� T � •
� 1.
}
4 LA
B&
STORMWATER BMP
(SEE SHEET L-3)
10' LANDSCAPE
a STREETYARD _
a {
r6' - 1
�SS
ai' lk
RIGHT OF -WAY
' OD •'
EXISTING
�,a F OVERHEAD POWER
............. h \� I
�ILE 21
3 al ,.�.^, 2 h
LA
G=EAS 77 ILE
B8 Lys 3 9a1
�.._ cwda000sf" ���� soD ..�:svle{
' 9
a(
^a.
r
Ct
I
i
I y 7
1 I
�> a
r !
� ! I
' I
I j
!
jI
t !
i f
11 ?
(
l'
PLANT SCHEDULE
TREES
QTY
BOTANICAL NAME
COMMON NAME
CONT
CAL
SIZE
REMARKS
LAG
6
Lagerstroemia x'Natchei
Crape Myrtle
BBB
6' HT.
PARKING AREA
LAG EAS
25
Lagerstroemia indica 'Near East'
Near East Crape Myrtle Multi -Trunk
BBB
6' HT.
STREETSCAPE BUFFER YARD
LIQ
21
Liquidambar styraciflua'Rotundiloba' TM
Round -Lobed Sweet Gum
B&B
1"Cal
8' HT.
PERIMETER BUFFER YARD
SHRUBS
CITY
BOTANICAL NAME
COMMON NAME
SIZE
WIDTH
HEIGHT
SPACING
REMARKS
ILE
141
Ilex vomitoria 'Nana'
DwarfYaupon
3gal
12"
36" o.c.
ILL
29
Illicium parviflorum
Anise Tree
5 gal
4'
60" o.c.
PERIMETER BUFFER YARD
NEL
36
Ilex x'Nellie R Stevens
Nellie Stevens Holly
5 gal
4'
60" o.c.
PERIMETER BUFFER YARD
VIB
67
Viburnum davidii
David Viburnum
3 gal
12"
36" o.c.
GROUND COVERS
QTY
BOTANICAL NAME
COMMON NAME
CONT
WIDTH
HEIGHT
SPACING
REMARKS
LIR
43
Liriope muscah 'Variegate'
Variegated Lily Turf
4"pot
36" o.c.
PEN
456 sf
Pennisetum alopecuroides'Hameln
Hameln Dwarf Fountain Grass
3 gal.
SEA
85
Annual Mix
Seasonal Mix
411pot
18" D.C.
SOD/SEED
QTY
BOTANICAL NAME
COMMON NAME
CONT
WIDTH
HEIGHT
SPACING
REMARKS
CYN
15,913 sf
Cynodon dactylon
Bermuda Grass
sod
LANDSCAPE REQUIREMENTS & CALCULATIONS
SQUARE
CODE
STREET
FEET/LINEAL
TOTAL
TOTAL
CODE
AREA TO BE
REQUIREMENT
FRONTAGE
FEET OF
QUANTITY
QUANTITY
COMMENTS
SECTION
LANDSCAPED
REQUIRED
PROVIDED
FRONTAGE
TREES:
1. TOTAL LINEAR FEET OF FRONTAGE EXCLUDES
(160.3150 = 3.2 x 2 = 6.4)
7 TREES
DRIVEWAYS.UNDERSTORY TREES ARE USED
157.03
US 70 SERVICE ROAD
160.3 LF
SHRUBS:
21 SHRUBS
BASED ON BUFFERS PROXIMITY TO OVERHEAD
(C)(5) (b)
(160.3150 = 3.2 x 6 = 19.2)
POWER
TREES:
CATAWBA ROAD
(388.5/60 = 7.77 x 2 = 15.54)
16 TREES
2. APPLICANT IS SEEKING ALTERNATE MEANS OF
157.03
TYPE'B' BUFFER
(INCLUDES CORNER)
388.5 LF
SHRUBS:
60 SHRUBS
COMPLIANCE TO THE TREE QUAINTLY
(CX5) (b)
(388.5150 = 7.77 x 6 = 46.62)
REQUIREMENT WITHIN THE STREET YARD ALONG
PERIMETER AND
FOR EVERY 50 LINEAR FEETOR FRACTION THEREOF,
,
THIS FRONTAGE
STREETTHE
CAPE
TEN -FOOT WIDE BUFFER YARD SHALL
TREES:
BUFFER
BUFFER YARD
CONTAIN: TWO CANOPY TREES OR FOUR UNDER STORY
ALONG ADJACENT
(411.6/50 = x = 16.4)
17 TREES
15 CANOPY TREES AND 2 UNDERSTORY TREE HAVE
1)(6)
TREES, AND SIX SHRUBS.
PROPERTY
411.E LF
U :
SHRUBS:
50 SHRUBS
BEEN PROVIDED BASED ON THE BUFFERS PROXIMITY
(
(C)(5) (b)
(411.6160 = 8.2 x 6 = 49.2)
TO OVERHEAD POWER AT THE SOUTH END.
TREES:
ALONG PRIVATE
135.7 LF
(135.7/50 = 2.7 x 4 = 5.4)
6 TREES
TOTAL LINEAR FEET OF FRONTAGE EXCLUDES
157.03
DRIVE
SHRUBS:
20 SHRUBS
DRIVEWAYS.
(C)(5) (b)
(135.7/50 = 2.7 x 6 = 16.2)
PARKING AREA
AT LEAST 8% OF THE GROSS PAVED AREA OF A
22,385.9 SF
22,385.9 x .OB = 11,790.9 SF
2,020.67 SF
157.03
LANDSCAPING
PARKING FACILITY SHALL BE LANDSCAPED AND
(13)(1) (a)
LOCATED IN THE INTERIOR.
GRAPHIC SCALE IN FEET
1 30 60
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmacy'
sounfRN n,sas-RIGir
CHAMFER DPJVE-nHRu
STORE NUMBER 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPEI RELO
DEAL TYPE FEE -FOR -SERVICE
CS PROJECT NUMBER 76199
ENGINEER:
`C 12013
Kimley-Horn
and Associates, Inc.
CONSULTANT
KIMLEY-HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER:
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
REVISIONS:
DRAWING BY: JGM
DATE: 17-SEPTEMBER-2013
JOB NUMBER: 012426066
TI TLE:
LANDSCAPE PLAN
SHEET NUMBER:
L-1
COMMENTS:
NOT RELEASED FOR CONSTRUCTION
E 1-

Y
UNDISTURBED
SUBGRADE
PLACE ROOTBALL ON SOLID
SUBGRADE-NOTLOOSE
BACKFILL MATERIAL
3 TIMES WIDTH OF ROOTBALL (6' MIN.)
SECTION
TREESTRAP
DOUBLE STRAND 12 GAUGE WIRE COVERED W/2-PLY RUBBER
HOSE PAINTED FLOURESCENT ORANGE
WHITE WARNING FLAG
8' STEEL TEE POST
ROOTBALL
EARTHEN SAUCER
4" MULCH LAYER
EXCAVATE PLANTING PIT TO 3 TIMES THE WIDTH OF
ROOTBALL (6' MIN.) FLARING SIDES OF PIT AS SHOWN.
SCARIFY SIDES OF PIT SO THAT THE SIDES ARE NOT
SMOOTH OR GLAZED.
BACKFILL WITH SOIL PER
SPECIAL PROVISIONS
REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET
OR ROOTBALL STRAPS. REMOVE ALL SYNTHETIC
STRAP MATERIAL FROM ENTIRE ROOTBALL
REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING.
REMOVE ALL SYNTHETIC COVERING FROM ENTIRE
ROOTBALL
TYPICAL TREE PLANTING / STAKING DETAIL
q� (FOR 6'-12' TREE HEIGHTS AT PLANTING)
L-2 j SCALE: NOT TO SCALE
GROUNDCOVER SPACING VARIED - SEE PLANT LIST
( REFER TO LANDSCAPE PLAN)
GRADE
PREPARED PLANT BED 8" MIN.
DEPTH
GROUNDCOVER PLANTING
N.T.S.
REMOVEANY
BROKEN OR DEAD
AND DISEASE LIMBS
TYP.
MI
4" 1
Al
"V" TRENI
ENTIRE PL
EDGE O
SPACING VARIES
SEE LANDSCAPE PLAN I
4'LAYER
OF MULCH
I
EQUA
BETWEEN ALL PLANTS
TYPICAL PLANTING BED PLAN
TYP. PLANTING BED PLAN
..,�.� �.,�.. =ACH
BED
PLANT BALL TO MINIMIZE
CUT ROOT AS NECESSARY IN SETTLEMENT
CONTAINERIZED PLANTS THAT ARE
ROOTBOUND
TYPICAL PLANTING BED DETAIL
N.T.S.
EXISTING GRADE OR PROPOSED
GRADE
N.T.S.
4" INCH MULCH (SEE LANDSCAPE
NOTES FOR TYPE OF MULCH)
CUT BACK SLOPE TO PROVIDE A� '� IF SHRUB IS B&B, THEN REMOVE
FLAT SURFACE FOR PLANTING BURLAP & RODE FROM TOP 1/3 OF
BALL
BACK FILL MIX
■
SHRUB ON SLOPE PLANTING
N.T.S.
SHRUB PLANTING DETAILS
SCALE: NOT TO SCALE
SUBSOIL
UP TO MAX. 12" Q
CENTER OF BED FINAL
GRADE
FT GRADE
EXISTING
GRADE
TYP. BED MOUNDING
N.T.S.
4" INCH MULCH (SEE LANDSCAPE
NOTES FOR TYPE OF MULCH)
NOTES:
1. OMIT COLLAR AROUND EACH
SHRUB WHEN IRRIGATION
SYSTEM IS PRESENT.
2. INSTALL TOP OF PLANT BALL 2"
ABOVE ADJACENT GRADE.
:D
3. TAMP PLANTING MIX FIRMLY AS
PIT IS FILLED AROUND EACH
PLANT BALL.
4. SOAK EACH PLANT BALL AND
PIT IMMEDIATELY AFTER
INSTALLATION.
IF SHRUB IS B&B, THEN REMOVE
BURLAP & RODE FROM TOP 113 OF
BALL
BACK FILL MIX
UNDISTURBED SUBSOIL
SHRUB PLANTING
N.T.S.
GENERAL LANDSCAPE NOTES:
1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT LIMITED TO
TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY
INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO
THE LANDSCAPE ARCHITECT, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK
3. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR
TO COMMENCING CONSTRUCTION.
5. ALL AREAS DISTURBED WITHIN PROJECT LIMITS WITHOUT DESIGNATED LANDSCAPING SHALL BE OVERSEEDED.
7. ALL PROPOSED PLANT MATERIALS SHALL COMPLY WITH THE CURRENT EDITION OF ANSI Z60-'AMERICAN
STANDARD FOR NURSERY STOCK'.
8. CONTRACTOR SHALL AMEND ALL PROPOSED PLANT BEDS WITH COMPOST PER SPECIFICATIONS.
9. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
10. ALL TREES NOT INCORPORATED INTO MULCH BEDS SHALL HAVE A 6' DIAMETER MULCH RING FROM CENTER OF
TREE TRUNK PER DETAILS.
11. EXCEPT WHERE OTHERWISE SPECIFIED ALL LANDSCAPE PLANTING AREAS NOT SCHEDULED TO RECEIVE SOD
OR OTHER GROUND COVER SHALL RECEIVE MIN. 4" TRIPLE SHREDDED HARDWOOD MULCH.
12. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NEW PLANT MATERIALS IN QTYS. SUFFICIENT TO COMPLETE
THE PLANTINGS AS SHOWN ON THE DRAWINGS.
NI
■I JIL jif
■ ■
I l
STORE NUMBER 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PFlD*MTYPE- RELO
DEAL TYPE- FEE —FOR —SERVICE
U61.1 ...'
I :'r■ •tiff
ENGINEER
L� 2013
Kimley-Horn
and Associates, Inc.
CONSULTANT
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
(DEVELOPER
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
REVISIONS:
DRAWING BY: JGM
DATE: 17—SEPTEMBER-2013
JOB NUMBER: 012426066
TITLE:
LANDSCAPE
DETAILS
SHEET NUMBER:
L 2
COMMENTS:
NOT RELEASED FOR CONSTRUCTION

a
N C
- O
E�
BMP PLANTING NOTES:
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTION, MAINTENANCE, AND EQUIPMENT
2. ALL MAINTENANCE ACTIVITY SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPE OF WORK PREFORMED AS
WELL AS WHO PREFORMED THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THOUGHT 2 TO 5 GROWING SEASONS.
4. AT MATURITY, 50% OF THE INSTALLATION MUST BE GROWING AND HEALTHY.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTALLATION AND THEN FERTILIZED PERIODICALLY THEREAFTER.
6. ACCEPTABLE FERTILIZER CAN BE: MINERAL, ORGANIC(MANURE), COMPOST OR GREEN CROPS.
7. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES ARE
OUT-COMPEATING THE YOUNG WOODY VEGETATION GROWTH. GRASS SHOULD BE REMOVED ON ABOUT 6"ON ALL SIDES OF THE
SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING MAY BE LARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED
USED FOR TEMPORARILY EROSION CONTROL.
8. SOILS SHOULD LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING.
9. WHEN EVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY COMPACTED TO A THICKNESS OF 6".
10. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID JUNE SO THAT THE WETLAND PLANTS WILL
HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVE NEEDED TO SURVIVE THE WINDER.
11. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLATS AND
THEIR INSTALLATION BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATER, FERTILIZED,
AND SHADED.
12. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE WETLAND WITHIN 14
DAYS OF CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
13. IF THE WETLAND IS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MUST BE CLEANED OUT, GRADED,
AND VEGETATED WITHIN 14 DAYS OF THE COMPLETION OF CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN
COMPLETELY STABILIZED.
14. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB -SOIL, THEY OFTEN LACK THE NUTRIENTS AND
ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND
MULCH SHOULD BE ADDED TO ALL DEPTH ZONES FROM V BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS
DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH AREAS BY SEEDING THE TOP 12" OF WETLAND SOIL FROM A DONOR
WETLAND OVER THE SURFACE OF A CONSTRUCTED WETLAND AS MULCH. THE MULCH IS BEST COLLECTED AT THE END OF A
GROWING SEASON.
15. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THEN 3 DAYS PRIOR TO THE PLANTING DATE TO PRESERVE
SOIL MOISTURE AND WORKABILITY.
BMP PLANT MATERIAL NOTES:
VEGETATED SHELF TO BE PLANTED WITH APPROVED SHALLOW WATER AND SHALLOW LAND PLANTINGS AT THE RATE SPECIFIED:
1. MINIMUM PLANT QUANTITIES AND SIZE PER 200 SQFT OF SHALLOW WATER AREA:
-50 HERBACEOUS PLANTS OF AT LEAST 4 CUBIC -INCH CONTAINERS (EQUIVALENT TO 2 FT O.C. MIN., 1.5 FT O.C. RECOMMENDED
2. MINIMUM PLANT QUANTITIES AND PLANT SIZES PER 200 SQFT OF SHALLOW LAND AREA:
-50 HERBACEOUS PLANTS OF AT LEAST 4 CUBIC -INCH CONTAINERS, OR
-8 SHRUBS AT LEAST 1 GALLON CONTAINER (EQUIVALENT TO 5 FT O.C. MIN., 3 FT O.C. RECOMMENDED), OR
-1 TREE OF AT LEAST 3 GALLON CONTAINER AND 40 GRASS -LIKE HERBACEOUS PLANTS OF AT LEAST 4 CUBIC -INCH CONTAINER
WIRM SLOPE S TO i MAX. FOR SLOPE
STAMWITON MID PLANT MATERIAL
S TILTP M P TERIAL (TYP.).
I I
" POND RIM
U
ELEVATION (26.0) m
PERMANENT POOL w I �i 'r { RIGHT
ELEVATION (24.0)
S �
m ASC IN2 5 B U FFE
Cont.
EUP FIS 19 J SOD 1
4" pot 11 IL - E SHAI
;I
PO COR 54 m Cont.
4" pot
ILE SHA C E ALN 16 \ 43 AS
1111 11
pot ;
Al CLE AV K1
. n
10' LANDSCAPE`
SETBACK .
_. ILE SHA
RIGHT—OF—WAY
S 0 D .- Cint. -
J U N PYL 85
4 pot.
s
k .. EUR, ISV18__4" pot
kv
ON if 116
�o of
440
ASC IN
Cont.
PLANT SCHEDULE
7R1 ra o
-- SEE PLANT UST FOR MAX. PLANTMI6 IW N
'M NORMµ KATM LLB.
SHRUBS
QTY
BOTANICAL NAME
COMMON NAME
SIZE
HEIGHT
SPACING REMARKS
J Polio We MOM 3 TO I M"•
ASC IN2
11
Asclepias incarnata
Swamp Milkweed
Cont.
18"
4811 O.C.
LLL
CLE ALN
21
Clethra alnifolia
Summersweet Clethra
Cont.
18"
48" D.C.
' PLANT ALL AO"Tir MATERIAL IN
TOPSOIL. SEE MOM FOR OEPTN OF TOPSOIL.
ILE SHA
24
Ilex glabra 'Shamrock'
Inkberry
Cont.
18"
48" D.C.
EXi9TMX. LWDIST'URBED SUBGRADE.
II�II r
SHALLOW LAND HERBACEOUS PLANTS
QTY
BOTANICAL NAME
COMMON NAME
CONT
HEIGHT
SPACING REMARKS
OPEN
WATER BMP AREA PLANT
DETAIL
ASC INC
53
Asclepias incarnata
Swamp Milkweed
4" pot
36" D.C.
NOT TO SCALE
EUP FIS
61
Eupatoriadelpl-us fistulosus
Allegheny Serviceberry
4" pot
36" D.C.
LOB CAR
37
Lobelia cardinalis
Cardinal Flower
4" pot
36" o.c.
SHALLOW WATER HERBACEOUS PLANTS
QTY
BOTANICAL NAME
COMMON NAME
CONT
HEIGHT
SPACING REMARKS
JUN PYL
120
Juncus effusus pylaei
Soft Rush
4" pot
24" o.c.
2 TYPICAL
NOT TO SCALE
PLANTI
ON
P,
OPE GRAPHIC SCALE IN FEET
1 0
i ' I Cont.
24 EUP Ff%i
1 4„ pot,' ( I
a
351 JUN PYLI
SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON AN ALTA/ACSM LAND TITLE SURVEY DATED
SEPTEMBER 9, 2013, PROVIDED BY RILEY SURVEYING, P.A.
3326 DURHAM CHAPEL HILL BLVD STE B-100 DURHAM, NC
27707. PHONE [phone]
pharmaSOUTHERN 1,945-NIGHT
CHAMFER DRIVE-THRU
cy°
STORE NUMBER 7344
HWY 70 & CATAWBA RD.
HAVELOCK, NC
PROJECT TYPE. RELO
DEAL TYPE FEE —FOR —SERVICE
CS PROJECT NUMBER: 76199
ENGINEER
Kimiey-Horn G 2013
and Associates, Inc.
CONSULTANT-
KIMLEY—HORN AND ASSOC.
333 FAYETTEVILLE STREET
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
DEVELOPER
REDDLANDS, INC.
2948 SIDCO DRIVE
NASHVILLE, TN 37204
PH [phone]
FAX [phone]
REVISIONS:
DRAWING BY:
JGM
DATE:
17-SEPTEMBER-2013
JOB NUMBER:
012426066
TI TLE:
BMP
PLANTING
PLAN
SHEET NUMBER:
L-3
COMMENTS:
NOT RELEASED FOR CONSTRUCTION