SW8960627_APPROVED PLANS_19981105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW oI (D/9COci
DOC TYPE ❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

VICINITY MAP
EXISTING SS MANHOLE
NC
RIM 39.63 MERCANTILE DRIVE RN 4129 . GRAILREbDE TO DRAIN
SITE PLAN
r-40'
EXISTING FEATURE LEGEND
E.I.P. EXISTING RON PIPE
I.P. IRON PIPE
1 EXISTING SPOT ELEVATION
WOODSLINE
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APrPROV'LlD - -
NORTH CAROLINA E;NIRCNN.1. 4TAL r
MANAGEMENT C01,IIr'.ISSION uHii�.�� TER
DIVISION OF V ATER QUALITY
oo5KXNI cll:-(5 An/ DECEIVE
sty P Su? gCoc (,z"r � W OCT 2 11998
NOTES: PROJ # f•L E � (• -,Z7/ W
1. THERE ARE KNOWN NO WETLANDS WITHIN THE
PROJECT BOUNDARY.
2. BUILDING ADDITION AND GRAVEL PARKING
SHALL BE GRADED TO DRAIN TO DETENTION
POND.
LEGEND
x - - - Xr- - --X TEMPORY SILT FENCE
CLEARING/GRUBBING LIMITS
PROPOSED CONTOUR
®� PROPOSED SPOT ELEVATION
-I- . 21-1-22,2
Ck NEW SWALE
EXISTING ASPHALT PAVEMENT
NEW GRAVEL
SITE PLANM Z 0 1995
SCALE: 1" = 20' DATE PRINTED
98215
DEs. JPN
DRwR KFD
DATE 9/2/98
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_ STEEL OR WOOD POST
WIRE FABRIC
MK >:- a FILTER FABRIC
INTZRh EM12 Wm" jo a.
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0 ANCHOR FABRIC SKIRT I
IL AS DIRECTED BY eNGINEER
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NOTES:
1. Fe'NCe FABRIC SHALL Be A MIN. OF 52N IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINe WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL Be FOR EROSION CONTROL AND MIN. OF
54P IN WIDTH. FABRIC SHALL Be FASTENED
ADEQUATELY TO THe WIRE FABRIC AS DIRECTED BY THE
eNGINCER.
S. STE1!L POST SHALL Be 'S'-O" IN HEIGHT AND Be Or THe
SELF -FASTENER STeEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HeIGHT AND Y
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN 09 WIRE STAOLI=
1 1/2" LONG
TEMPORARY SILT FENCE
4" CONC. SIDIEWALK
W/axe-10/10 W.W.M.
iO
ASPHALT
t
Z0vi,'
4" all
]:URN
DOWN -SIDEWALK
Cr ABC STONE (NCDOT)
f l l-III-I
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
GR6YEL SuRFAC
TIQN
NTS
NOTES:
1. SIDEWALK THICKEe" SHAD. The 4" UNLESS NOTED OTHeRWISE.
Z. CONTRACTION JOINTS (C-Q SPACe "Me AS SIDEWALK WIDTH.
S. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN STDeWALK TO 6+ IN LAST S' WHeRe IT ASUTS PAVEMENT
WITH NO CURD.
8. 1/2' EXPANSION JOINT Ie.Jj Re0UIReD AT 80' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTUReS, AND AS NOTeD ON SITe PLAN.
S. PROVIDe A LAYER OP 180 BLDG. PZLT seTWEEN WALK AND ADJACENT
PARALLINS CURS OR STRUCTURe.
7. RelNrORCe W/6x6-10/10 W.W.M.
OLDG: STRUCTURE
• PLAN
VV% TOOLED
via EXPANSION 1
JOINT MATE
EXPANSION JOINT (E.J.)
1/4" DEEP w/AN
1/S"R TOOLED JOINT
CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
1'-B' x 1'-IT x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING' WITH IDENTIFICATION SYMBOL. o
BOLT TO WD. POST W/ 3/8' CANDIUM I�
PLATED NUTS, BOLTS & WASHERS.
9" x V-d' x .080 STD ALUM. SIGN TO READ 'VAN ACCESSIBLE.
BOLT TO WD. POST W#TH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS o
Sr x 1'-d' x .080 STD ALUM. SIGN o
TO READ 'MAXIMUM PENALTY $100,
G5 20-37.1r. BOLT TO WD. PCST
WITH 3/8" CANDIUM PLATED
LEWD AND SOIaDE]t - WaEEN NUTS, BOLTS & WASHERS. FlNISHEq
WHRE SYMIXX ON BLUE BKKGROM
OCKGROUN° - WWW TREATED WOOD rxC POST. GRADE
MAXIMUM VAN
PENALTY AcES( T{ 11-III III^111
oo I I I-III=1 I I I-1 I F1 I I
III
11 E 111--I 11-
LEMM1M AMBM" - -III-III 1�111- -
SOIXGROUM - WrM -� �mmm
TYPICAL HANDICAPPED SIGN DETAIL
NT5
•ri=1
14�t 1 1-1 11-
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S`I�I-II,I�1`
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t�t (:;:II >
n
JOINT
b
PLAN
m
1F DUl OUTLET
IW. 33.90 r
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
2' X 3' PRECAST CONC. BASIL
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBARfGALV. OR ASPHALT COATED)
TACKWELDED AT O.C. EACH WAY LAID
IN TOP OF BASIN
WEIR OPENING
2.5' x 0.2'
ATTAICH SCREEN WITH
GAVi. LAG & WEDGE
ANCHORS
a'NG. GALV. OR
ALUMINUM EXPANDED
METAL SCREEN
1 1/T I.D. INLET PP
GROUT IN PLACE
INV. 34.0
COMPACTED SUBCRI
CRUSHED STONE.
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE__
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loom
I■■■■■mI
�
Ilmm■■m
I
Illrl
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■III
■I■
� �
N.T.S.
CUT OR TOOLED
JOINT
ASPHALT
5:1 SLOPES
j
ON TAPERS
,.b�
�I.
BROOM FINISH PERPENDICULAR
TO
PEDESTRIAM FLOW DIRECTION
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
FLOOD POOL 36.0'
NORMAL POOL. 34.0'
3 �1
1j�rll 5
BOTTOM I
COAR9C Ae
TOP 36.0
INLET 30
BOT. 33.5
Wl
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
2" TYPE I-2 INCOOTlk
NOTE: PAVEMENT SECTION MAY VARY
DePeNDING UPON P3CLD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNeR i GEOTECHNICAL
ENGINEER TO DeTERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
VEGETATED SHELF
0 6:1 SLOPE
INV. 3
�l X9111011
,r
m
SITE WORK NOTES:.. _
-
1.
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
Y
p
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
F x
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
a
3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS
ASPHALT CONCRETE STRUCTURES BURIED UTILITIEt,
m to
Z
SHRUBBERY
TANKS, WITHIN LIMITS OF CONSTRUCTION.
o
STORAGE ETd.
9Er
4.
STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOIL,
a
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL,
5.
MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING
CID
BURIED CONSTRUCTION DEBRId AS REQUIRED AND FILL TO SUBGRADE
r
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6.
DISPOSAL: CLEARED GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE
WITH ALL
c
REMOVED FROM SITE' AND DISPOSED OF IN ACCORDANCE
APPLICABLE LOCAL AND STATE CODES.
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
J
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
m
WITH BORROW OPERATIONS.
8.
FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
WjTH
RECEIVE FILL SHOULD BE PROOFROLLED A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8' TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE. CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNUERCUT AND REPLACED WITH A CLEAN
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,�
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY ((ASTM D-698 WITH THE UPPER 12 INCHES OF
PROCTOR MAXIMUM
SUBGRADE BEING COMPATED TO 98Y. OF THE STANDARD
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9.
LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
11.
EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
MICHAEL UNDERWOOD AND PROVIDED BY OWNER.
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14.
ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS. • -
15.
WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17.
SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18.
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19.
REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON-BLEEbING.
21.
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL' TO
3 HORIZONTAL.
22.
ALL )ISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF -
DISTURBANCE,
23.
ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED.
24.
MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
25.
'INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
AS SOON THEREAFTER AS POSSIBLE.
26.
CONSTRUCT THE RETENTION POND WITH PROTECTION TO ACT AS A SILT BASIN
DURING CONSTRUCTION.
27.
MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE, REMOVE
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY.
28.
REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
OUT.
29.
REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS
OF NEW WASTE AND WATER LINES.
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DWISION OF WATER QUALITY
E3.1.
8tormwaw Pem w
NCDOT CLASS B
EROSION CONTROL
STONE TOP OF BANK
36.8'
3 _I I F41
1�
32.0 \-SWALE BOTTOM
-FOREBAY
SEEDING MIXTURE
SPECIES
RATE lib/acre)
PENSACOLA BAHIAGRASS
50
SERICEA LESPEDEZA
30
COMMON BERMUDAGRASS
10
GERMAN MILLET
10
TALL FESCUE
50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE I5 DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAGRASS ONLY ON
ISOLATED SITES WHERE IT CANNOT Be -
COME A PEST. BERMUDAGRASS MAY BE
REPLACED WITH 5 lb/acre CENTIPEDEGRASS.
GIEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONE AND 500 lb/acre 10-10-10 FERTILIZER.
MULCH \
APPLY 4,000 lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN I
USED AS A MULCH ANCHORING TOOL.
C
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WITH 50 lb/acre NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE. MOWED ONLY ONCE A YEAR, WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
GRASSING DETAIL
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96110
Des. CLS
f DRWN. KFD, WH
DATE 5/16/95
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