SW6080201_APPROVED PLANS_20090612

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ��1% el��z
DOC TYPE
El CURRENT PERMIT
C.�7APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
A6�U4
YYYYMMDD

4
7 7 7
L

L ERWIN
ERWIN
OR
SITE
LOCATION MAP
SCALE: 1 "=1000'
SURVEYOR'S CERTIFICATE
(DATE) F I�
• 182'2�
8gg
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• 1$ N = 573245.94 1
Va., E = 2105194.79
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6A EXISTING
1 BILLBOARD SIGN -Ip
PIN: 1507-43-8432.000
PIN: 150'r�3-2506 OWNER: MICPHYL, I.LC
ZONED, 3-2lRD
OWNER: JACKSON, RUDOLPH --�
ZONED: B-?JRD -o *'Ill MB1PG.2200H1279 Al \
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85-- TRAFFIC 3 --- -
186 I86- -�1s5 �� _� - -� SIGNAL
E. JACKSON BLVD.
. TO ERWIN
US HWY 421 (150' R/W)
-- -- - ---- ---- -. - — ------- ---------- ._.__ GRASS MEDIAN -
186---
PIN:1507-43-8432
OWNER: JACKSON. RUDOLPH
ZONED: B-2
DSIPG: 311I110
INV=181.39
EXISTING APPROXIMATE LOCATION OF Q
SIGN WAY" EXISTING 244NCH WATER MAIN #
TRAFFIC
SIGNAL
EX SDL4H
RIM
\ INV
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RIM=183.55
INV UNKNOWN
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6
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16fl'02
n T LPKM I
s MEDIAN
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TO I-95 G
APPROXIMATE LOCATION OF
EXISTING NATURAL GAS MAIN
PIN,1507-52-1892
OWNER: MURPHY OIL USA INC.
ZONED: B-2
DWPG: 2409/468
PIN:1507-52-3738
OWNER: ALLIED WENCO
INTERNATIONAL INC.
ZONED: B-2
D61PG: 1622(948
NOTES
1. HORIZONTAL (NAD83—NSRS2007) AND VERTICAL
(NAVD88) WERE ESTABLISHED UTILIZING A TOPCON
HYPERLITE GPS RECEIVER OPERATING IN VRS MODE
WITH REPEAT OBSERVATIONS.
2. CONTOUR INTERVAL IS 1—FOOT.
3. UTILITIES SHOWN ON THIS MAP WERE PLOTTED FROM
VISIBLE INFORMATION IN THE FIELD AND PLANS
PROVIDED BY OTHERS, OTHER UTILITIES NOT SHOWN
ON THIS MAP MAY EXIST. PRIOR TO ANY LAND
DISTURBING ACTIVITIES THE APPROPRIATE UTILITY
COMPANIES MUST BE CONTACTED.
4. THIS PARCEL IS NOT LOCATED IN A DESIGNATED
FLOOD AREA ACCORDING TO FIRM PANEL 1506, MAP
#3720150600J, EFFECTIVE OCTOBER 3. 2006.
ZONING DATA
DISTRICT: B2
BUILDING SETBACK REQUIREMENT
FRONT: 30'
SIDE: 20' (ONLY APPLICABLE WHEN
ABUTTING A RESIDENTIALLY ZONEI
PROPERTY)
REAR: 20'
MAX. BLDG. HEIGHT: 36
AREA RESTRICTIONS (ff any):
MIN LOT SIZE 20,000 SF
- LEGEND:
O
IRON PIPE FOUND
O IRF
IRON ROD FOUND
Q IRS
IRON ROD SET
EI
CONCRETE MONUMENT FOUND
-a-o-
SIGN
#
LIGHT POLE
for
UTILITY POLE
c—
GUY ANCHOR
®
TRANSFORMER
®
TELEPHONE RISER
0
WATER METER
WATER VALVE
FIRE HYDRANT
®
IRRIGATION VALVE
CLEAN --OUT
Q
SANITARY SEWER MANHOLE
(111
STORM DRAINAGE MANHOLE
®
CURB INLET
IN
CATCH BASIN
0
GAS METER
®
SIGNAL BOX
®
SOIL BORING
«HE
OVERHEAD UTILITIES
BURIED TELEPHONE LINE
w
WATER LINE
ss
SANITARY SEWER LINE
STORM DRAINAGE LINE
o
UNDERGROUND GAS LINE
-- .
CHAINLINK FENCE
GRAPHIC SCALE
0
SCALE: 1'-30'
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PEI JOB#: 08124.PE

1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REWIRED FOR
CONSTRUCTION OF THESE PLANS
2. ALL WORK IS TO BE IN ACCORDANCE WITH HARNETT COUNTY AND THE STATE OF
NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION. THE CONTRACTOR IS TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK
ASSOCIATED WITH THE SUBJECT PUNS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL
SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT. THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF
PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
�. .. ` N"I
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING. INC. DATED MAY 18, 200& ALTA SURVEY SHALL BE FIELD VERIFIED BY
CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER. OWNERS
REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING
UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT
KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING
OPERATIONS BY OBSERVATIONS. ELECTRONIC DEVICES. HAND DIGGING AND BY PERSONAL
CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN
ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO
EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF
UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF
EXISTING UTILITIES. SUCH AS POLES. CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE,
ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION
OF WORK. SUITABLE BARRIERS. FENCES, SIGNS OR OTHER ADEQUATE PROTECTION.
INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE
PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION
SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT
THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A
PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800)
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY.
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF
DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE
IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED
EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION. HAULING AND
OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS,
STEPS, AND STRUCTURES. ABANDONED UTILITIES, BUILDINGS. PAVEMENTS AND ALL
MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE
SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE
LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE
TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT
NO COST TO OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT
SERVICE OFF -SITU: PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION
PROCESS BY THE CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT
COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS
BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL TE MAINTAINED WEEKLY DURING
CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT
APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS. SIDEWALK, AND UTILITIES NOT INTENDED FOR
DEMOLITION SHALL BE MAINTAINED. PROTECTED AND UNDISTURBED DURING DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE
REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND
UNDERGROUND UTILITIES INCLUDING CABLE, GAS. TELEPHONE AND ELECTRIC AND ANY
OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND
SIDEWALKS TO BE DEMOLISHED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL.. STATE AND
FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE
RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND
ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE
ACTUAL LOCATION AND AVAIU13UTY OF ALL EXISTING AND PROPOSED UTILITIES
IN THE FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND
ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE
RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY
DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE
IMMEDIATELY.
WETLAND NOTE
1. NO WETLMDS EAST ON SITE. CURRENT SITE IS A FARM FIELD.
SITE
1.
N0TES
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
GENERAL
1.
GRADING NOTES
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE
LEGEND
THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. EASEMENTS AND DIMENSIONS SHOWN
SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC
HEREON BEFORE BEGINNING CONSTRUCTION.
DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO
CONTOUR LINE
2.
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND
LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND
---
R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR MALL BE RESPONSIBLE FOR ALL COST
_-_-- - INDEXING CONTOUR LINE '
3.
CONTRACTOR SHALL MAINTAIN THE SITE MIA MANNER SO THAT WORKMEN AND PUBLIC
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO
REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF
ss - EXISTING SANITARY SEWER
SHALL BE PROTECTED FROM INJURY. AND ADJOINING PROPERTY PROTECTED FROM
EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES. TELEPHONE CABLES, WATER
DAMAGE..+
LINES. ETC.
+ EXISTING WATERLINE
4.
ACCESS TO UTILITIES, FIRE HYDRANTS. STREET LIGHTING, ETC, SHAM REMAIN
2.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
CB ❑ CATCH BASIN
UNDISTURBED. UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER
- EXISTING
5.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
THE OCCUPATIONAL SAFETY AND HEALTH ACT.
- - - --- - .. EXISTING STORM SEWER
6.
THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
3.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES
- PROPOSED STORM MANHOLE
7.
THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
BROOM CLEAN AT ALL TIMES.
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE
0 - PROPOSED CURB INLET
8.
ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON SITE.
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
9.
ALL STREET SURFACES, DRIVEWAYS. CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
- PROPOSED STORM SEWER
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BY
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE
WITH THE SPECIFICATIONS.
4.
THE NCDOT.
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK.
Q PROPOSED SEWER CLEANWT
10.
CONTRACTOR SHALL MAINTAIN AN "AS -BUILT' SET OF DRAWINGS TO RECORD THE
SUCH AS TREES. VEGETATION. FENCING. ETC. SHALL BECOME THE PROPERTY OF THE CONTRACTOR
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN
AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED.
® - PROPOSED DRAINAGE MANHOLE
TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL
® -PROPOSED SANITARY SEWER MANHOLE
LETTER TO THE ENGINEER.
11.
IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT
EROSION
AND SEDIMENT CON OL NOTES
-FIRE HYDRANT ASSEMBLY
SHALL BE MADE WITHOUT THE PERMISSION OF THE OOVER:
12.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES.
I j
THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND
EROSION
CONTROL AND SEQUENCE
WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE
OF
CONSTRUCTION NOTES:_
Bi- - PROPOSED SANITARY SEWER
AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS
NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO
w - PROPOSED WATERLINE
THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM
1.
CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY SILT
DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL
FENCES
0 - PROPOSED WOOD SHADOW BOX FENCE
BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH
2.
CLEAR AND REMOVE TOPSOIL ON SITE AND STOCKPILE FOR USE IN LANDSCAPE AREAS.
CAROLINA ONE CALL! TOLL FREE 1-BOD-632-4949 AT LEAST 48 HOURS PRIOR TO
3.
CONTRACTOR TO EXCAVATE AREA OF THE WET POND. AFTER INSTALLING SHEET PILES AND
30 -PROPOSED CONTOUR
CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
EXCAVATING BOTTOM OF POND TO PROPER ELEVATION. CONTRACTOR TO PREVENT SEDIMENT FROM
NONSUBSCRIBING UTILITIES
ENTERING POND. BEFORE INSTALLING SOD ON POND SIDESLOPES, CONTRACTOR TO VERIFY BOTTOM
13.
ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
OF POND AND FOREBAY HAS BEEN CONSTRUCTED TO PROPER ELEVATIONS.
14
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
4.
PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING ACTIVITY.
- PROPOSED INLET PROTECTION
FEDERAL. STATE, COUNTY. AND LOCAL CODES.
5.
MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
1S.
FOR BUILDING DIMENSIONS. SEE ARCHITECTURAL DRAWINGS.
6.
CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
I&
ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE
LOp
UNLESS OTHERWISE NOTED.
TO THE FAILURE OF THE EROSION MEASURES DURING GRADING AND AFTER GRADING HAS BEEN
- LIMITS 4F DISTURBANCE
17.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
COMPLETED.
EQUIPMENT. ETC., THAT MAY BE REQUIRED.
7.
CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL
n n - PROPOSED SILT FENCE
18.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE ENGINEER.
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
&
WATER. FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
TC=35.10 TC -TOP OF CURB
APPROVAL BY NORTH CAROLINA DIVISION OF LAND RESOURCES.
41BC=34.60 BC - FACE OF CURB (GUTTER)
9.
REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE OWNER.
STORM SEWER NOTES
I. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH HARNETT COUNTY
REGULATIONS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS
2 BEDDING FOR ALL STORM SEWER PIPE MALL BE AS SPECIFIED ON THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN ON THE PLANS SHALL BE CLASS III RCP. REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-78, UNLESS INDICATED OTHERWISE ON PLANS
JOINTS SHALL BE SEALED WITH PLASTIC CEMENT PUTTY MEETING FEDERAL SPEC
55-S-00210. SUCH AS A BUTYL RUBBER SEALANT.
4. RCP(IV). IN THE STORM DRAIN SCHEDULE, INDICATES THAT CLASS IV REINFORCED
CONCRETE PIPE IS REQUIRED.
5. RIM ELEVATIONS GIVEN FOR CATCH BASINS IS THE TOP OF GRATE IN THE FLOW LINE.
1. TOTAL SITE AREA = 57.461 SF - 1.32 AC
TOTAL DRAINAGE AREA (DETENTION AREA #1) = 51,170 SF - 1.17 AC
2. % IMPERVIOUS FOR DETENTION AREA #1 = 41,625 SF / 51.170 SF = 81.3%
3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 41,625 SF
Paved Area = 28,400 SF
Building Area = 6,500 SF
Sidewalk Area = 1.125 SF
Off -Site Area = 5,600 SF
Total = 41.625 SF
MAINTENANCE -PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WALL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED B FEET APART UNLESS A
WIRE BACKING IS USED MATH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS.
DENSE VEGETATIVE COVER.
5. INLET PROTECTION - CLEAR THE MESH WARE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE WARE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
STABILIZATION NOTES
1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF GRADING.
2. ALL OTHER AREAS WALL BE STABILIZED WITHIN 30 DAYS OF CEASE
OF ANY PHASE OF GRADING.
O - PROPOSED PROPERTY CORNER
.� rrrr. I � - PROPOSED DRAINAGE AREAS
- PROPOSED OVERHEAD LIGHT
U
Seeding Mixture
CENTIPEDE GRASS
SPECIES
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3OO LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
Seeding Mixture
RAIN) WINTER AND EARLY SPRING
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMM,
GERMAN MILLET APRIL 15 AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
RAIN) FALL
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING OR A
MULCH AN04ORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL
Maintenance
REFERTTLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED. REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
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