SW8040609_APPROVED PLANS_20040704

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �PD
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICALFILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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PROJECT MANAGER
DAIS
DRAWNG SCALE
1'-40'
909 MARKET STREET
WILMINGTON, NC 28401
WK(910) 762-4200
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DAIS
APPROVALS
DRAWN BY
DSL
PROJECT DATE
APRIL 03
BIDDENG
APPROVED BY
DAZE
PROJECT NUMBER
30123.04
CONSTRUCTION
FILE NAME
SSTATESTOPO
PLOT DATE
4/29/03
RECORD DWG.
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SOUTHERN STATES CHEMICAL CO.
2600 HIGHWAY 421 NORTH
WILMINGTON, NORTH CAROLINA, 28401
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TOPOGRAPHIC SURVEY
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
NEW HANOVER COUNTY, NORTH CAROLINA
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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER 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 PLANS.
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.
GENERAL NOTES:_
1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY WK DICKSON & CO., INC.
TITLED "TOPOGRAPHIC SURVEY", DATED APRIL, 2004.
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 INTERPRETAIONS 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 MANULAL 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 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8, CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
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 -SITE 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 BE 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.
STORMWATER NOTES:
1. DISTURBED AREA = 412.078 SF (9.46 AC)
2. IMPERVIOUS AREA = 283,409 SF (79%)
1. SO. STATES REVIEW COMMENTS 6 22 04
(REV. NO. DESCRIPTION DATE
REVISIONS
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY
SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
6, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINIENANCE 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 WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2- ALL CONSTRUCTION ENTRANCES WILL 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 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STA I IZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
00 NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY .SEEDING -LATE WINTERZEARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES E
GERMAN MILLET 40
FALL
SPECIES RATE (LB'ZACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
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 ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PROJECT MANAGER
MNH
DRAVMNG SCALE
AS SHOWN
909 MARKET STREET
WILMINGTON, NC 28401
WK [phone]
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAM BY
CHB
PROJECT DATE
BIDDING
APPROVED BY
CHB
PROJECT NUMBER
4013200.1NL
CONSTRUCTION
FILE NAME
C1-NOTES
PLOT DATE
06/22/04
RECORD DWG.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT NTH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST 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 EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES,' WATER LINES, ETC...
2. 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.
3. 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 FLAG MEN 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 NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BE PROPERLY STOCKPILED ON THE PROPERTY OF
SOUTHERN STATES CHEMICAL, INC. STOCKPILE LOCATION TO BE DETERMINED BY SOUTHERN STATES
CHEMICAL, INC. PRIOR TO CONSTRUCTION AND EROSION CONTROL MEASURES SHALL BE IMPLEMENTED
BY THE CONTRACTOR IN ACCORDANCE WITH THE CONDITIONS SET FORTH BY NEW HANOVER COUNTY.
A LAND DISTURBING PERMIT MODIFICATION SHALL BE SUBMITTED TO NEW HANOVER COUNTY
PRIOR TO CONSTRUCTION OF THE STOCKPILE.
SITE_ NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
PERFORMED BY WK DICKSON & CO., INC. DATED APRIL. 2004.
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS. EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
5. CONTRACTOR SHALL MAINTAIN THE SITE 1N A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
7. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
8. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
10. THE SIGN CONTRACTOR WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE PER
OWNER'S SPECIFICATIONS. SEE ARCHITECTURAL PLANS.
11. ALL U1LITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
12. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS.
13. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT- SET OF DRAWINGS TO RECORD THE
EXACT LO�,ATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
14. 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 SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800--632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
16. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
17. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY. AND LOCAL CODES.
18. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
19. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
20. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
21, THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENEBAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
NEW HANOVER COUNTY & NCDOT SPECIFICATIONS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED IN
THE REFERENCED SPECIFICATIONS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS.
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EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILIBLITY 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.
U-11_1.ITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-900-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
SOUTHERN STATES CHEMICAL INC.
2600 HIGHWAY 421 NORTH
WILMINGTON, NORTH CAROLINA 28401
LEGEND
E PROPERTY LINE/LOT LINE
0 IRON FOUND
El MONUMENT FOUND
F1EC ELECTRICAL SERVICE STUBUP
ELECTRICAL TRANSFORMER
FIRE HYDRANT
VALVE
WATER METERS
WATER LINE
SANITARY SEWER LINE
SANITARY SEWER MAN HOLE
SANITARY SEWER CLEANOUT
STORM SEWER MANHOLE
--- PROPOSED SWALE
CONTOUR LINE
EXISTING CULVERT
PROPOSED SILT FENCE
L9°-LOO PROPOSED LIMITS OF DISTURBANCE
4E. PROPOSED SPOT ELEVATION (FACE OF CURB AT GUTTER)
EXISTING TREE TO BE REMOVED
EXISTING POWER POLE
TO BE RELOCATED
AGGREGATE LAYDOWN YARD
LIMITS OF DEMOLITION
RIRAP
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
GENERAL NOTES AND LEGEND
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
NEW HANOVER COUNTY, NORTH CAROLINA
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PROTECT TRANSFORMER
CONTRACTOR TO VERIFY
_ LOCATION OF EXISTING
WATERLINE AND PROTECT
IN PLACE DURING
CONSTRUCTION
PROJECT MANAGER
ORAONG SCALE
SHOWN
909 MARKET STREET
WILMINGTON, NC 28401
WK(910) 762-4200
D I C ��O N Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
CHB
PROJECT DATE
BIDDING
APPROVED BY
CHB
PROJECT NUMBER
4013200.WL
CONSTRUCTION
nLE NAME
C2—DEMO
PLOT DATE
06/22/04
RECORD DWG.
Bt,DG
±61_ LF_OF_CONCRETE
REES f
LIMITS OF DISTURBANCE (TYP.)
EXISTING POND
GRAPHIC SCALE
50 0 25 50 100
I Inch = 50 Feet
SOUTHERN STATES CHEMICAL, INC.
2600 HIGHWAY 421 NORTH
WILMINGTON, NORTH CAROLINA 28401
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
DEMOLITION PLAN
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
NEW HANOVER COUNTY, NORTH CAROLINA
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6 2$ 04
1
REVISIONS PER NCDWQ
6 25 04
REV. NO.
DESCRIPTION
DATE
BENISONS
91A
�1
BLDG � Y
E3I_ D G _L.L.L,LdC_l.LL.L!_.L.LLuL.L1L L.,C..L11L�
11..1-L11LLL1_LLLL111..1L1L�LL�LL�.l�.L/._LL/..!/t1Ll1LL1� i
S82,y�22--3 1$23 ., W._ __'Y...._..:: # ...::: _ �5'4NDE \ _� �-_ S lG�/I�� ( 3. NO REGULATED TREES AFFECTED w/ IN THE LIMITS OF DISTURBANCE
PROJECT MANAGER
AAINH
DRATANG SCALE
AS SHOWN
909 MARKET STREET
WILMINGTON, NC 28401
(910} 762-4200
Office Locations:
DICKS0N
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
CHB
PROJECT DATE
BIDDING
APPROVED BY
CHB
PROECT NUMBER
4013200.WL
CONSTRUCTION
nLE NAME
C3—LAY011JT
PLO DATE
06/28/04
RECORD DWG.
jH C'�Ro
:'SEAL
029391
rFH..nti L
N 191870.76
E 2315256.76
GRAPHIC SCALE
50 0 25 50 100
1 Inch 50 Feet
SOUTHERN STATES CHEMICAL, INC.
2600 HIGHWAY 421 NORTH
WILMINGTON, NORTH CAROLINA 28401
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
SITE LAYOUT PLAN
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
NEW HANOVER COUNTY, NORTH CAROLINA
C3.
7
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11
1 APPROXIMATE PROPERTY LVC
TEMPORARY CONSTRUCTION
ENTRANCE (ALL CONSTRUCTION
TRAFFIC SHALL ACCESS SITE
THROUGH LOUISIANA PACIFIC
PARKING LOT)
STORM SEINER SCHEDULE
DRAINAGE PIPE DATA
LINE
NUMBER
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
UPSTREAM
INVERT
ft
DOWNSTREAM
INVERT
ft
PIPE 1
RCP III
1 36"
104 LF *
0.38
1 6.00
5.62
PIPE 2
RCP ill
1 24"
1 73 LF*
0.50
1 3.50
3.14
RCP IV = CLASS IV RCP
WHU.rx.=9.64 *INCLUDES STRUCTURE /FLARED END SECTION
0
BLDG j
L1LL1.L/L/LL_dd1LLLG-�1 LLGLLt1LLLLiL.LL_LLLLL.L.LLLCLLL.LGLLLLL.[LL1..L.L.! �i
PIPE 1
11
ASPHALT LOT
-LOD LW
CLASS 81TONE
I I
.._ r
I
•
_0PRQX. 0.36 ACRES.
315' R.C.P. FLARED , ' r 36' R_G.P. FLARED
S�YYALEf1A OF EXISTING WETLANDS END SECTION }0.35 �\ s rrr ' END SECTION
WIDTH `= 3.0 TO BE DISTURBED \ 1! t /
9.06 DEPTH = 1.0
10.02 - \ rfr rr rrr /
APPROX. 0.04 ACRES !r r r
OF EXISTING WETLANDS „ 1f`21
8 TO BE DISTURBED
t 1 \ f , 10,06 r ! r
Q li' HOC YMRE
a } FENCE
I _ 1 l
Q a r r ' I 1 ' ! �1 \ !! fi ! rr ,
g� 1
O /~' rr' J !{' �`•/ f/
PROPOSED e� �✓ i/ / r r I I t /
1� 1 LAYDOWN YARD
\ .' ,r , r/ r s I e t • \ \\ I , it r
U (TYP-) r / ' 1 I t 1 j
m ,rrf i ; i % - i APB
1 � r
�n o ! : I' ; �. s l ! j t I 8 l _ _ '.z:' ' ......... 10.52
r! I I ! r - _
j 1 , !1 rr p l ! J _ � `.._ g7• a� !
T r- I I I ^ i' ! 1 1 i 1- �_ �_•.-�__. \ -`_ 8 1 11,f !
! if D -1 = 4.46 AC ,� ,' I I '. / w I , gym, , �- ! �! ,ri r r I
0.86
1
M1_ 1! � !-
' t BEGIN l ��, _ _
' i t SWALE #1B i -\
l r' 1f'rf ti iWIDTH = 5.5' 1 + f ,�" '� - .•-,t `,,.\ - \-,�'� ll��J
)DEPTH - "1.5'
APPROM. 101SF-��----..
OF - EXIS� NG t;WE / ANDS : `y _ _ \ - - - J
tO BE DISTURE !___ ._� \\ ~ !! ` f
PROPOSED
r
/ r
"GRASSED ARIA t
5 WIDE (TYr.)
tIREE$
!
Ia r r \ r r ) !
s r 10.00
NNL P
eu EEE zs i 9-5% SLOPE !! , \ t ' \� - \ - PROPOSED RIP RAP ti - - J
CHANNEL #1
Too 7.94_.- 7. �� \ L = 25
10.10 �. t r r ;\ `�� `r = U - -� 7 ��--�- -`m- ��,' PROPOSED POND TO SERVE AS ! ''
8 , SEDIMENT TRAP DURING CONSTR CTION.>/!!
,
i CONTRACTOR IS REQUIRED TO A41 '!!' ,!
1 ! OUT POND PRIOR TO ITS USE 5 A i / !
WET DETENTION BASIN. !' •�
t ��� 7.61 6.30
� 7.54 30 I y \\ /ri;!
err ry h
/� - �` _ MONITORING wEu �! 1 \ i PROPOSED FOREBAY
PROPOSED RIPRAP ox
/ ; _ t 7-4 `\\ !r � i CHANNEL #2 � \ I � /-.--.--�-
`� '�'�_ r t WIDTH = 7' i /7`r- /` r
1... 0� 1 �. ': LENGTH = 25' ! pas
„------1D-- f I LIMITS OF EXISTING !
WETLANDS (TYP.) r
SWALE #2
I 1 I r WIDTH = 7.0 �_ !!-
1 DEPTH = 1.0' f
1 9.70
'c -
9.56
10.10
1. NHC REVIEW COMMENTS 6 22 04
REV. NOJ DESCRIPTION DATE
REVISIONS
j
r
r 1
r
1 ! r
ao
f
i DA-2=2.72'AC !
I
I
C=0.90 !
j
�•_1
1 S \1
� �ti
t
1 t rj
t i
i
�.
`i
'. 7.3
$
8.06
-
vq
8.90
��
w � I
� � E
I - \
l �
I
� r
PROJECT MANAGER
MNH
DRAWNG SCALE
AS SHOWN
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
PROJECT DATEvw
BIDDING
CHB
APPROVED BY
CHB
PROJECT NUMBER
40132DD.WL
CONSTRUCTION
FILE NAME
C4-GRADING
PLOT DATE
06/22/04
RECORD DWG.
I
1
I
I
1
PROPOSED POI D
t
1
i
t
1
1
5
i
!
1
1
r
r
r
r
t
\
lfl '
I�
15' -
Ili
Da"NG POND
1 I I
,I
r lti
",
ENV.=3.14
Jill
\.
PIPE 2
15' WIDE
EMERGENCY SPILLWAY'
s LEV=7.30
5 1 '
,
\
r
1
i
Li
1 '
EXISTING DITCH
GRAPHIC SCALE
50 0 25 50 100
1 Inch = 50 Feet
SOUTHERN STATES CHEMICAL, INC.
2600 HIGHWAY 421 NORTH
WILMINGTON, NORTH CAROLINA 28401
60' TRAVEL
L 3' WIDE GRASSED SWALE
SEE DETAIL SHEET J
SEE LAYDOWN YARD DETAIL ON SHEET C5.2
NOTE: ALL EXISTING VEGITATION TO BE REMOVED FROM TRAVELWAY
TYPICAL ROAD CROSS SECTION A --A
NOT TO SCALE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
GRADING, DRAINAGE, AND EROSION CONTROL
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
NEW HANOVER COUNTY, NORTH CAROLINA
C 4,1
7
i' sl7 71 aT
it a y.�l,' I 7,, !yam + t + ,��� � c i I}, .. � r, rr r,•' ''
a r, ..,•r• ,7 .'i r .e , . '•.r � -, .. ,. .T-a,'.i .. �i'. !.•F. ^!I r. 'I i a.'"kn.. 1"`r -erl� li 41II''

r
LA
y z
I� 8
OF
grid
� w�
W
I3
o P
IU
FF �
Is Lis w
(nowt
5�y
55 N
#F919
00
I.- I= -a w
3 WW SQZ
QUUL�
igoni]S
PLAN VIEW
50' MIN.
�6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
rnn nr OA\IV
NOTES:
1. SIDESLOPE: SEE PLAN FOR PROPOSED CONTOURS
TYPICAL GRASS SWALE
N.T.S.
L1
nv eca:
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d - 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6%
3. IN A WELL — DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
PIPE OUTLET PROTECTION
N.T.S.
REV. NO. DESCRIPTION DATE
REVISIONS
TOP OF BANK
DRIPLINE
PROTECTIVE BARRIER--f
FREE
3' MIN. STAKE
HEIGHT ABOVE
GRADE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
LINE WIRES MIN.
#12-1/2 GUAGE
TREE PROTECTION
N.T.S.
VARIES (6- MAX.)
TOP STRAND MIN. #10 GUAGE
STAY WIRES MIN.
#12-1 /2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST
FILTER FABRIC
FILL SLOPE
r���r� Tyr � T rltitll
BACKFILL TO
ED PROCTOR
'AVEMENT
ANGLE OF
_ OR AS
HE ENGINEER
EMBEDMENT
D PROCTOR
kNULAR MATERIAL
BY THE
:ER
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
N.T.S.
D+S" MIN
D+36" MAX
X.
CLASS T CLASS
I OR n /, /; /�. I OR u
MATERIAL � �� � f% /�;i%- \ BACKFILL
CONCRETE CLASS
4" MIN. BEDDING
CLASS "A" CLASS "B"
NOTES: GROUND LINE Z
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6 \\
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF o
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE o \//\\
3. STEEL POST SHALL BE 5 O" IN HEIGHT
AND BE OF SELF FASTENER ANGLE oN
STEEL TYPE a. w \ \\ \\ �� \\ \\ \
\ / / Nxz' \/\ f
4. WOOD POSTS SHALL BE A MINIMUM OF 6' \\//\\\\ CLASS / '/��/f cv CLASS
IN HEIGHT AND 3 OR MORE IN DIAMETER \ / \ \ \ \ I, II OR III ! I ,/ / 1/ r I, a OR III
WIRE FABRIC SHALL BE FASTENED TO WOODEN / \/ BACKFILL
POST VATH NOT LESS THAN #9 WIRE STAPLES BACKFILL
1 /2"LONG ANCHOR FILTER FABRICSKIRT
SILT FENCE
N.T.S.
PROJECT MANAGER
MNH
DRAWNG SCALE
AS SHOWN
909 MARKET STREET
WILMINGTON NC 28401
WK [phone]
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAM BY
CHB
PROJECT DALE
BEDDING
APPROVED BY
CHB
PROJECT NUMBER
4013200.WL
CONSTRUCTION
FILE NAME
C4—GRADING
PLOT DATE
06/22/04
RECORD DWG.
�N CARD
SEAL
029391
CLASS
I OR II
BEDDING
CLASS "C"
BEDDING DETAILS
N.T.S.
SOUTHERN STATES CHEMICAL, INC.
2600 HIGHWAY 421 NORTH
WILMINGTON, NORTH CAROLINA 28401
CLASS "D"
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
MISCELLANEOUS DETAILS
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
NEW HANOVER COUNTY, NORTH CAROLINA
C5.
7

N :0
iE12z
z
v;gZ
U x
Ld
F Y
U1 Z�Z
4
p � G
F FN
Qd
& z
ism
R
N �
z
J W f�
Z
409
r5ED yi6-
y'r•
y
�26J-j
95
CLO
Og8�
=~fir
0050
2
REVISIONS PER NCOW4 COMMENTS
6/25/04
NHC REIAEW COMMENTS
B 22 04
REV. NO.
DESCRIPTION
DATE
REVISIONS
RODS IN FLARED
END SECTIONS
DIRE
NO. do DIM. OF RODS
RLEIBS .
FABRIC
12'
2- x4' -0" SIDE RODS
3.008
18"-2x8-W2.1xW1.7
15"
2- 3x4' -0 SIDE RODS
3.008
18"-2x8-W2.1xW1.7
18 -2x8-W2.1xW1.7
18
2- 3x4 -0 SIDE RODS
3.008
24
2- x6 -0 SIDE RODS
4.512
24 -2x8--W2.9xW2.9
30
2- x6 -0 SIDE RODS
6.016
30 -2x8-w4xW2.9
36
2- 4x8 -d SIDE RODS
10.688
42 -2x8-W4xW2.9
36
2- 4x6 -0 BACK RODS
8.016
PROJECT MANAGER
MNH
DRAWNG SCALE
AS SHOWN
909 MARKET STREET
WILMiNGTON, NC 28401
[phone]
DICKSON office Locations:
community infrastructure consultants North Carolina GeorgiaCONSIRUCITON
South Carolina Florida
RELEASED FOR
DATE -14
APPROVAL$
DRAVM BY
CHB
PROJECT DATE
BIDDING
APPROVED BY
CHB
PROJECT NUMBER
4013200.WL
FlLE NAME
C5-DETAILS
PLOT DATE
06/22/04
RECORD DWG.
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
NORMAL POOL
POND DEPTH
1" STORAGE
REQUIRED
PROVIDED
VOLUME REQ
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
4.30
1 4.0
1 5.00
27,783
33,192
16,380
16,723
END SECTIONS DIMENSIONS
DIA.
I A
B
C
E
F
12"
4"
2'--0"
4 -7 fr
15'
6
2 -3
3 -10
2'-6
6'-1"
18
9
2 -3
3 -10
3 -0
6 -1
24
9 1 2
3 -7 1 2
2'- 6
4 -0
6 -1 1 2
30
1 -O
4 -$
1 -7 3 4
5 -0
6 -1 3 4
36
1 -3
5 -3
2 -10 3 4
6-0
8 -1 3 4
42
1 -10
5 -3
2 -1
66 -6
8 -2
48
2'-1-
6 -0
2 -2
7
SOUTHERN STATES CHEMICAL,
■ reff V,W.11
WILMINGTON,
CAROLINA
MISCELLANEOUS DETAILS
AREA ADJACENT TO LOUISIANA PACIFIC
HIGHWAY 421 NORTH
HANOVER COUNTY, NORTH CAROLINA
t+ I! l • i i .� ,' i i f • I f 1.. I.. - T' t] _ 'r v T/• T! S. 1 T. ' n T i._ }! 1 j 1 f 1 R 1 r