SW7130613_APPROVED PLANS_20130628

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW / / wo
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ .COMPLIANCE EVALUATION INSPECTION
DOC DATEQ/�
YYYYMM DD

L NARRATNe.
I G HOLDINGS, LLC, INTENDS TO CONSTRUCT A 10,200 SF RETAIL BUILDING AND
5-BEDROOM HOME AT THE FORMER "BOYCE STORAGE" FACILITY IN RODANTHE.
THE CONSTRUCTION WILL INCLUDE A CONCRETE PARKING AND LOADING AREA,
SOUNDSIDE BULKHEAD AND BOARDWALK, SEPTIC SYSTEM AND STORMWATER
MANAGEMENT IMPROVEMENTS. THE SITE IS LOCATED ON 1.73 ACRES LOCATED AT
24530 NC-12, RODANTHE, NORTH CAROLINA. APPROXIMATELY 1.80 ACRES OF
THE SITE ARE TO BE DISTURBED. CONSTRUCTION IS SCHEDULED TO BEGIN IN
THE LATE SUMMER OF 2013.
THE SITE IS FAIRLY LEVEL, WITH SANDY SOILS AND MIXED FILL MATERIAL
CONSISTING OF ROCK AND CRUSHED PAVEMENT. THERE IS LITTLE EXISTING
VEGETATION ON THE SITE, WHICH WILL BE CLEARED PRIOR TO GRADING.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
L SOILS DE8CRPTIM
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
COROLLA FINE SAND (COB)
COROLLA DUCKSTON COMPLEX (CrB)
IL OON87RJCTM SEOUENC-
• OBTAIN SITE PLAN APPROVAL
• OBTAIN ALL NECESSARY ENVIRONMENTAL PERMITS
• FLAG OR STAKE WORK LIMITS
• HOLD PRE -CONSTRUCTION MEETING
PHASE OIL
• UTILIZE EXISTING GRAVEL DRIVEWAY FOR CONSTRUCTION ENTRANCE
(MAINTAIN MIMIMUM LENGTH AND DEPTHS OF GRAVEL THROUGHOUT
CONSTRUCTION)
• REMOVE AND STOCKPILE EXISTING SHORELINE RIP RAP AS NEEDED TO
INSTALL BULKHEAD
• INSTALL BULKHEAD AND BACKFILL
• PLACE STOCKPILED RIP -RAP ALONG TOE OF BULKHEAD
• INSTALL SILT FENCE AND COIR LOG CHECK DAM
• CLEAR LOT OF EXISTING BUILDING FOUNDATION AND VEGETATION AS
SHOWN
PHASE 7WQ
• PLACE AND GRADE FILL MATERIALS
• FINE GRADE AREA ADJACENT TO BULKHEAD (50' STRIP) AND ESTABLISH
PERMANENT IF SEASON PERMITS OR TEMPORARY VEGETATION
• ESTABLISH TEMPORARY VEGETATION ALONG ANY AREAS REQUIRED IN
ACCORDANCE TO THE "SEDIMENTATION AND EROSION CONTROL NOTES"
• COMMENCE CONSTRUCTION OF NEW STRUCTURE
• CONSTRUCT NEW PAVEMENT
• REMOVE SEDIMENTATION FROM WITHIN INFILTRATION AREA TO ESTABLISH
INFILTRATIVE PROPERTIES
• ESTABLISH PERMANENT VEGETATION ON ALL DISTURBED AREAS (ON
PROPERTY AND ADJACENT RIGHT-OF-WAY)
• FERTILIZE AND WATER DISTURBED AREAS UNTIL PERMANENT VEGETATION
IS FIRMLY ESTABLISHED AND STABILIZATION IS ACHIEVED
• REMOVE SILT FENCE
X -179 x 40
x -191 X -00
GRAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FP.
N. CATION AND EROSION CONTROL NOTES
1. PRECONSTRUCTION CONFERENCE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL WALK THE
SITE WITH THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE
MUNICIPALITY (IF REQUIRED) IN ORDER TO IDENTIFY AND MARK SPECIFIC
ELEMENTS WHICH ARE TO BE PROTECTED. TREES SHALL BE PROTECTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
HANDBOOK.
2. INSTALLATION OF EROSION CONTROL MEASURES:
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION
AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS AND
ALL PERMIT CONDITIONS.
3. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL
HAVE THE APPROPRIATE UNDERGROUND UTILITIES LOCATED. CONTACT NC811 AT
811 OR 800-632-4949. UTILITIES SHOWN ARE TAKEN FROM EXISTING RECORDS,
FIELD OBSERVATIONS AND/OR UTILITY LOCATING SERVICE AND ARE NOT
GUARANTEED TO BE ACCURATE OR COMPLETE.
4. ACCESS TO SITE:
ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS
DESIGNATED ON THIS PLAN.
5. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBING AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED TO REMAIN
ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ITEMS
DAMAGED OUTSIDE THE LIMITS OF DISTURBANCE OR OTHERWISE NOTED TO
REMAIN.
6. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEEPER THAT 3(H):1(V)
SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN
7 CALENDAR DAYS. ALL OTHER EXPOSED EARTHEN AREAS SHALL BE STABILIZED
WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 14 CALENDAR DAYS
OF THE COMPLETION OF ANY PHASE OF GRADING.
7. INSPECTIONS REQUIRED:
SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED, MAINTAINED
AND REPAIRED AS NECESSARY BY THE CONTRACTOR. THE CONTRACTOR SHALL
MAINTAIN COMPLETED SELF -INSPECTION / MONITORING FORMS (COMPLETED
WEEKLY WITH DAILY RAINFALL TOTALS) THROUGHOUT THE PROJECT. THE SITE
SHALL ALSO BE INSPECTED AFTER ANY RAINFALL EVENT EQUAL OR GREATER THAN
0.5 INCHES OVER A 24 HOUR PERIOD.
8. CORRECTIVE MEASURES:
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION UNTIL WORK IS COMPLETE AND ALL DISTURBED AREAS ARE
PERMANENTLY STABILIZED. IF EXCESSIVE WIND EROSION OR STORM WATER
RUNOFF DEVELOPS DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE
PROJECT SITE, ADDITIONAL SAND OR SILT FENCE SHALL BE INSTALLED AS
DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
9. DEBRIS REMOVAL:
ALL CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR
AND DISPOSED OF IN A LAWFUL MANNER. NO BURNING OF DEBRIS ON SITE IS
PERMITTED. NO ON -SITE BURNING IS PERMITTED UNLESS OTHERWISE APPROVED
BY THE LOCAL FIRE MARSHALL, MUNICIPAL AGENCY OF JURISDICTION AND THE
OWNER.
10. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR GRADING
FILL SHALL BE OBTAINED FROM A PERMITTED BORROW PIT. FILL SHALL CONFORM
TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. NO BORROW IS
PERMITTED FROM THE SITE.
V. DEMOLITION NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE
CONTRACTOR.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL
ITEMS SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT
SUCH REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
PROJECT.
WARNNC,#
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER
UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE DRAWINGS.
ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE
OWNER.
iPECIES a
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AIUWZ-APFL t T9FOiN:Y�11Ri
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
STEEL POST
COMPACTED FILL J
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER a
FABRIC INTO THE TRENCH
DIRECTION OF FLOW
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
IOTM
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 50'L X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
NOTES:
-
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
< i
FENCE. 8' POST SPACING
PERMITTED IF FENCE]
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP TIE
LOGS TOGETHER
REQUIRED (ATTACHED AT IF
MULTIPLE LOGS
POSTS) WHEN JOINING
ARE NEEDED
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
AA=A
DIRECTION
OF FLOW
IiIN p (I ;�I-,
STRAW BALE(S)
NC DENR
EXISTING DITCH
COIR LOG
A
4"-6"
PLAN VIEW
1
TYPICAL CAR LOCH CfECK DAM DETAL
NTS
OIR LOG
STRAWBBALE(S)
\
TOP OF BANK
B BOTTOM OF BANK
- f TOP OF BANK
STRAW BALE(S)
L BOTTOM OF BANK
' WOOD STAKE
4' O.C.
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SLT FENCETDETAL , .J III .III �i! o
11. EXISTING INFORMATION: III 11 N
Lu
THE EXISTING SURVEY AND SITE TOPOGRAPHIC INFORMATION SHOWN IS BASEDin
UPON SURVEY INFORMATION PROVIDED BY STYONS SURVEYING SERVICES AS I \\ III
SURVEYED ON MARCH 18-28, 2013. `'�"" I I w
N� r II $
WAVES VILLAGE - - _ - x a l5 x 591 I III I o
i r I +.
GONDGMINILM UNIT OVdt`FR5 �'
0B2 1 . ' 5. Ibu, �' (SEE INFlLTRA710N LRAM-Lp•( pQ.y,E x 9b6 6/6 +YJ4 - X 7'�' X 9�1 TO BE REMOVED / A `\ EX. 6" DIA. I I III Z
�(��j INSTALL BERM IX. CHA-- FENCE 1
Ht _ -"l :l-N NINE® I I I
-I 1 RETAMM6 WAl/ 1 BASIN DETAILS) 04R P/L 6\ 01' q' ' WATER V?tV� WIyK1H4 - - / ^ \ - - -q_ - / J ROUND
DEEP
OLIICHE>D / - X Am X AbA
L1g0'�'"�12 L11
XIb _
NORMAL WATHt
LIPS
\0
PA��L/IyLI--JI^^CO
V INSTALL BULKHEAD
INSTALL SILT FENCE
UPON COMPLETION
OF BULKHEAD
X -1 A0 x -0.99
m
APPLY LIME FERTILIZER A RING TO SOIL TESTS OR APPLY 50 LB
L E AND ACCORDING 0
PER ACRE OF 10-10-10 FERTILIZER.
APPLY STRAW MULCH OVER SEEDED AREAS AT A RATE OF 1.5 TONS/ACRE.
STRAW SHALL BE TACKED TO THE EARTH WITH A FARM DISK. HYDROSEEDING
IS ALSO AN ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
HYDROSEEDING SHALL INCLUDE WOOD FIBER AT A RATE OF 1 TON/ACRE.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
LIMITS OF DISTURBANCE 4 4 _~ 46 X A90 X Il N IT -
5CD
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1 / III TO BE REMOVED
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1 a,., y+a 9 / TO BE REMOVED Lx_I
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' AP4 REMOVE IX. GRAVEL
X 526 X p:py X ' �� , lA OUTSIDE LIMITS OF /
\ J -4 - - , , , , , >v , , , , , NEW BUILDINGS AND
SF 3 SF SF ' ' • ' ' ' PAVEMENT 3o II
1 10.AO' _ I 3 I II INSTALL
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.SET FLUSH ` � � -� �� \ SEr FL91H , , BUILDING / - � IX� TO BE REMOVED
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x 1-513 SUITABLE MATERIAL WITH SUITABLE FlLI_
x ,351 SEE PUNS AND DETAILS FOR FlNISHED P I� ■■ - - M. NO. OMx 155 GRADE
Y
,I P I,1 l�� F I I • I F I � � •

I
SITE PL4N MOTE3
1.
OWNER: I G HOLDINGS, LLC
PO BOX 120
14.
AREA TO BE DISTURBED: t1.80 ACRES.
KITTY HAWK, NC 27949
15.
STORMWATER RUNOFF WILL BE DIRECTED TO AN INFILTRATION BASIN ON THE
2.
THE OWNER INTENDS TO CONSTRUCT A 10,361.33 SF RETAIL BUILDING AND A
NORTH SIDE OF THE PROPERTY.
5 BEDROOM HOUSE.
16.
SILT FENCE TO BE INSTALLED ON SITE AS SHOWN ON EROSION
3.
THE PROPERTY IS RECORDED IN D.B. 1923, PG. 279
CONTROL/GRADING PLAN.
DARE COUNTY PARCEL 014221000; DARE COUNTY PIN# 0648 12 95 7789
PROPERTY ADDRESS: 24530 NC 12 HWY, RODANTHE, NC
17.
THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE
4.
THE SITE IS LOCATED IN FIRM ZONES AE 8', AE 9', AND VE 10' AS SHOWN
MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY
FIRM MAP NUMBER I
APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS, THIS
EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA)
INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF PLANTS DAMAGED BY
INSECTS, DISEASE, VEHICULAR TRAFFIC AND VANDALISM.
5.
ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88.
18.
LIGHTS FOR THIS SITE WILL BE 400 WATT PULSE START METAL HALLIDE ON 30'
CONCRETE POLES.
6.
AREAS SHOWN ARE BY COORDINATE METHOD.
19.
ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN
7.
EXISTING FEATURES AND SURVEY INFORMATION PROVIDED BY STYONS SURVEYING
ACCORDANCE WITH THE PROVISIONS IN SECTION 22.60 OF THE DARE COUNTY
SERVICES.
ORDINANCE.
8.
THERE ARE NO DELINEATED WETLANDS ON THE PROJECT SITE.
20.
THE BUILDING WILL COMPLY WITH VOL. 1C OF THE NORTH CAROLINA STATE
BUILDING CODE AND CURRENT NFPA REQUIREMENTS.
9.
THE PROPERTY IS ZONED S-1 AND RETAIL AND RESIDENTIAL ARE PERMITTED
USES.
21.
BUILDING HEIGHT SHALL NOT EXCEED 52'.
10.
MINIMUM BUILDING SETBACKS:
22.
AT TIME OF SURVEY, THE SIDEWALK ALONG THE WEST SIDE OF NC-12 HAD
FRONT: 15'
NOT BEEN CONSTRUCTED. DUE TO GRADE TRANSITIONS, A PORTION OF THIS
REAR: 20'
SIDEWALK WILL NEED TO BE REMOVED AND REPLACED TO PROVIDE VERTICAL
SIDES: 10'
ALIGNMENT TO THE NEW DRIVEWAY. THE LIMITS OF THE SIDEWALK REMOVAL
SHALL BE SET TO ALLOW FOR VERTICAL TRANSITION OF NO STEEPER THAN
11.
TOTAL PROPERTY AREA = 75,406 SF (TO SHORELINE)
21(H):1(V). THE REPLACEMENT SIDEWALK SHALL BE A MINIMUM OF 5' WIDE, 4"
74,655.16 SF TO FACE OF PROPOSED BULKHEAD
THICK (6" WHERE CROSSING DRIVEWAY) AND SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARDS.
12.
COVERAGE IS AS FOLLOWS:
EXISTING CONCRETE 1,962.98 SF
23.
PROPOSED PIER SHALL BE USED FOR RECREATION AND VIEWING BY RETAIL
EXISTING GRAVEL 27,378.47 SF
STORE PATRONS AND EMPLOYEES ONLY.
EXISTING COVERAGE: 29,341.45 SF (38.5%)
(EXISTING COVERAGE TO BE REMOVED)
PROPOSED BUILDING 10,361.33 SF
PROPOSED PAVEMENT 22,451.52 SF
PROPOSED SIDEWALK 2839.04 SF
DUMPSTER PAD 100.00 SF
LOADING DOCK 306.00 SF
RAMP 330.00 SF
PROPOSED BOARDWALK 323.96 SF
PROPOSED RESIDENTIAL 1,976.00 SF
PROPOSED COVERAGE: 38,687.85 SF (51.8%)
13.
PARKING REQUIREMENTS:
(1 SPACE/200 SF BUILDING)*(10,200 SF) = 51 SPACES
(1 SPACE/EACH BEDROOM)*(5 BEDROOMS) = 5 SPACES
56 SPACES REQUIRED, 56 SPACES PROVIDED
PROPOSED
CPIAPHIC SCALE
20 0 10 20 40
(IN FEET)
1 INCH = 20 FP.
t1 mow.
L13
6'
L12 L
(-
C-dFt® 1
RETAMN6 WA_L/ ,
OUIOEAD
1 15..1.6 .... 7RESAR
- -
PROPOSED
BULKHEAD
V
NN
,
N/f=
WAVES VILLAOE
66WOMINILM UNIT 0WPER5
U/O (9, P6. 994
D8. I24, P5. 209
OF
STORMWATER
INFILTRATION
- BASIN -
• 2.0
VEHICLE
ORHAC{S> -ll� - - - - - - - - - - - T_;�� - - - - - - -
la.
Z mw,4
w
d•
<. • '. - dc. 8 _ 6 SIDF*WALK
,c
/ � I I - REPAIR AREA
I
/ I I
/ I
I
5 BEDROOM
HOUSE
ro
N
O
C
S99�E REBAR
SEN84'41 30 1.49.94
i FLUSH
S ' 09
H�
N/F
RIrSA 6. NERJ95, TRUST
"GL)7 Gt1,RcH Lor
D.B. N4, P6. 076
64'
-"\
10' MBL I 1•I
r+JI I
S REBAR
eigm FLUSH
PAMAOW 0.7fSYSTEM
EM
5 I I
ON PL1,65) II
o ox
II I®
IW II I-_
Lo II
REPAIR AREA
EX. 4"Xa"
BROKEN CM
20" DEEP
0CA_6
CALCULATED POINT
I7Ar
CONCRETE MONUMENT FOUND
`IRS
IRON ROD SET
- - -
RIGHT OF WAY
BOUNDARY
-
BUILDING SETBACK
`-0l
EXISTING POWER POLE
OVERHEAD ELECTRIC
ten°-
e
EXISTING TELEPHONE PEDESTAL
©
EXISTING CABLE TV PEDESTAL
$
EXISTING LIGHT POLE
M i
PROPOSED LIGHT POLES
- -5- - - -
EXISTING CONTOURS
- -5 - - -
PROPOSED CONTOURS
. \Aki
EXISTING SPOT ELEVATIONS
14.67
PROPOSED SPOT ELEVATIONS
x
EXISTING FENCE
-x
PROPOSED FENCE
EXISTING CONCRETE
EXISTING PAVEMENT
d
PROPOSED CONCRETE SIDEWALK
,,, w
PROPOSED PAVEMENT
6A5 _TA '
MK
m
PROPOSED CURB INLET
®
PROPOSED DROP INLET
•
PROPOSED DRAIN BASIN
Ka
FLARED END SECTION
®
RIP RAP
STORMWATER FLOW ARROW
®®®
EXISTING DRAINAGE PIPE
PROPOSED DRAINAGE PIPE
-
EXISTING DITCH/SWALE
EXISTING TOP OF DITCH BANK
-
PROPOSED BASIN EDGE
04V
EXISTING SANITARY CLEANOUT
H
PROPOSED SANITARY VALVE
•
PROPOSED SANITARY CLEANOUT
SS-
PROPOSED SANITARY SEWER
FM -
PROPOSED FORCEMAIN
T'(
EXISTING FIRE HYDRANT
❑
EXISTING WATER METER
ca
EXISTING WATER VALVE
W
EXISTING WATERLINE
r
HANDICAP PARKING
SIGNAGE
4
TRAFFIC FLOW ARROWS
-
WHEELSTOPS
-SF
SILT FENCE
LIMITS OF DISTURBANCE
WCIMTY MAP
NTS
I
j
I
I
I I
�
I
APPROXIMATE LOCATION
I
OF 5' SIDEWALK
(UNDER CONSTRUCTION)
a
EX. 6" DIA
I
-
TO ROUND CM
I
= 6.5' 6" DEEP
I I
-
Q I I I
° I
.. / Ix C'4
I
co
❑ III
2.0'
OVERRANG CM 84 DEE I
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Am
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(SE IN 22)
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a
sue' s.:.:, ..$ a .
rr *5 e x
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/
In
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uSNb aH•.6 b«'.
i.x 5 w mxdnri ru Q
w m
iry
I11RN4 DOWN SIDEWALK
_cv
H
,:,
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;
0
,I,ROM
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URMESMr
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PROPOSED
10,361.33 SF
I
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RETAIL
BUILDING
I I I_-
r,
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5,. Mi
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STAINLESS STEEL HANDRAIL
(COMPLY NC
U
-
a1
BUILDING CODE)
COD
i„ LOADING -
� DOCK
16.0­­1
I III
i--------------"----.-------------------5'
�
I
WIDE
ELEVATED
I
WOOD RAMP
ACTIVE DRAINFIELD
REPAIR AREA
g
g
PADWR
--�-
-----
-----------J
10' MBL
•"'
LWOOD SCREEN FENCE
(OR VEGETATED SCREEN)
rY ` '
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T
_
14'42 25
50 2.13'
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SCALE:
1 " = 20
C201.
mw. w. om
9

FACE OF BUILDING
STRILCTURAL NOTES:
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT
SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SHOWN
OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE,
OR IN OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL
BE TIGHT, EVEN AND FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL
BE ALLOWED THAT WILL CAUSE THEM NOT TO BE IN ACCORDANCE WITH THE
DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN APPROVAL OF THE PROJECT
ENGINEER.
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORK AS
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
4. TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SHALL MEET OR
EXCEED AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS APPLICABLE.
PILES SHALL ACHIEVE A MINIMUM OF 18' PENETRATION INTO SUITABLE SUBSURFACE
4
MATERIAL.
5. STRUCTURAL FRAMING BE #2 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
4"
6. DECKING SHALL BE #1 SYP, TREATMENT AS SHOWN, AND SHALL MEET OR EXCEED
AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA
UC5B (MOISTURE CONTENTS <19%) AND SECURED WITH (2) 1"0 HDG BOLTS IN
PRE -DRILLED HOLES.
8. ALL FASTENERS SHALL BE HIP -DIP ZINC COATED IN ACCORDANCE WITH ASTM A 153.
TRIM 202 FLUSH
W/ DECKING
2x6 DECKING -n
FIBER REINFORCED
CONCRETE SLAB
POLYETHELENE FILTER
12• FABRIC, EXTEND 24"
BEYOND EACH EDGE
OF CONCRETE
CONCRETE TO PM TRANSITION
NTS
6'-0"
5'-2"
2x4x20 0 EACH JOIST/GIRDER
CONNECTION W/8 10d NAILS
PER CONNECTION
4 IN JOISTS/4 IN GIRDER
4x8 CROSS
BRACING UC56
EACH BENT
BEND AS REQUIRED \r\
4"x6" DEADMAN 6'
MIN. BELOW GRADE
(CONTINUOUS)
0 NOG 0 �.
x 5�a 0 5 �A
k 20 Ft00 NICOLON FILTER -
11�,BPCK CLOTH
4'
DBL. 1"x8" SHEET PILES -
JOINTS STAGGERED
6"4" PILINGS 0 5'-4" O.C.
NOTE
ALL WOOD SHALL BE SALT TREATED
FOR MARINE SERVICES. (1.0 CCA)
2"x6" #1 DECKING UC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
6x6 RAIL POSTS
1 (4) 2"x12" GIRDER
(2 EACH SIDE)
10"0 (3) 1" HDG
PILES MARINE BOLTS
PLE1GRXW DETAL
NTS
12" O.C. UC4B -5'-6-
(4) 2"02" GIRDERS UC4B
TWO ON EACH SIDE OF PILING
W/ (3) 1" HDG MARINE
BOLTS EACH PILING (SEE DETAIL)
IRMAL WATER LEVEL t1.0'
BOTTOM
(2) 31" HDG MARINE BOLTS
0 EACH CONNECTION
30'-10"0 TIP CLASS B TIMBER
PILING (18' MIN. PENETRATION)
18'
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
BULKI-EW DETAL
NTS
10" MITER FOR WATER RUNOFF
4"x6" WHALERS
6
TOP OF BULKHEAD 4.50'
NORMAL WATER
, A t3'-6" LEVEL
I EXISTING
0
GRADE
5/8" 0 HDG
THRU-BOLT, NUT &
8' MIN LOCK WASHERS (TYP.)
-28'
5' CONCRETE PATHWAY
1¢" TOOLED RADIUS (UNLSPECIOIED)WISE
EX. GRADE
(SEE NOTE 7) aIL 1"/ FT. (TYP) all.
. " 4 e - - - - -
a ,
1/2" 4" THICK (6" AT DRIVEWAYS)
3,000 \\//\X\�\\//\//\�\\�/\\\�/\�\\�\\/ UNLESSSOTHERWISE E SPECIFIED
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI, 4" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL
BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1, ACI 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE Y2" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
COTE SDEW" DL7AL
NTS
(2) 24" #5 REBAR PINS
6'Lx5"Tx6"W PRECAST WHEEL STOP
" b. ° e.
a 46 - 4,000 PSI CONCRETE
• 4. .
SUBGRADE
(10 0% "COMPACT ON, AASHTO T99)
NOTE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STAADMV PAVkIBVT AAD WF9338TOP DETAL
NTS
J:\CAD\DETAILS\C201-SITE PLAN\PAVEMENT\TYPICAL PAVEMENT SECTION AND WHEELSTOP.DWG
1'-0"x1'-6"x.080" ALUMINUM HANDICAP
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
CORNER RADIUS: 1-1/2" (TYPICAL)-
4"x4" STYP POST -
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND -
WHITE, LETTERING/BORDER - GREEN, FIGURE
WHITE ON BLUE FIELD.
6" MIN.
TOP OF BERM
ELEV. = 6.5'
EX. GRADE
VARIES 4.6' TO 5.9'
R
6' � � 10'
1'
ESTABLISH GRASS COVER J
(SEE SEEDING SCHEDULE)
4" MIN.
CLEAN SAND
00 w
.0
-z
zw
Ow
FA
0
z
0
0
I
AS NOTED ROOF DRAIN
(SEE SITE PLAN) (SEE ARCHITECTURAL
FORM CURB SECTIONS DRAWINGS FOR SIZE
WITH STD. CURB FORMS Y2" PREFORMED JOINT FILLER AND LOCATION)
DOWN SPOUT ADAPTER
(COORDINATE WITH DOWN SPOUT SIZE
PAVEMENT VARIES (6" TYP.) 4„ PER ARCHITECTURAL DRAWINGS)
0" AT HC ACCESS `
...
/\Y0FINISHED GRADE
8" UNLESS
OTHERWISE
SPECIFIED
1/4"R TOOLED EDGE
4000 PSI CONCRETE
4x4 WWF
SUBGRADE (95%
STANDARD PROCTOR)
CONCRETE DUMPSTER PAD MIA&
NTS
r" 1"
1 -6"-1 PAVEMENT
(SEE DETAIL)
2"R 1"
12"
0 15"
°
3000 PSI/\
CONCRETE
STAADAM CUFF AAD OMER
NTS
PLACE NCDOT CLASS B
RIP -RAP (12" DEPTH)
OVER FILTER FABRIC
FLARED END SECTION
PIPES 12" OR LARGER 2 X DX D
L
45' BEND
shomm(n
�W
f-
c
c
co
c
m
J
um m
4J 1
(WHERE
L_- -
8 /FT
POSSIBL 90' ELBOW
I W�
E
8
9
n co
6" HDPE DOUBLE WALL
o
0 of co
LATERAL WITH SOIL
v m c�
2 °?
=
TIGHT FITTINGS
.x
a m
PROVIDE MANUFACTURED TEE
U T N d
`� o a z
z
H 0-60m
OR WYE (COORDINATE LOCATION
<¢ v m
WITH ROOF DRAIN)
°n rn m= ,�, v E$
E c B N y
PROPOSED HDPE, DOUBLE WALL
E NN
3 m .- c N Q o
0 o a
t L L
STORM DRAIN (SEE PLANS FOR SIZE
a 0 x r
nE
" 'm n
AND DEPTH
0
a�aYaii 0
Q`
�`oa
ROOF DRAM COA EC1M DE%AL
NTS
BLEND TO PROPOSED\r/\\
GRADE (3H:1V MAX)
SEC1101N A A
NTS
IJ
-4 X D-�I OVER FILTER FABRIC
2
1
Z
0
N
Z
J
O
Q
U
2
F�-
d'
O
Z
AFL RAP APFM QETAL Z
B NTS
x w
6" 3000 PSI CONCRETE Q
WITH BEVELED EDGE 18" 18"
Q U)^ p
AND SLOTTED DRAIN uj N
cz
I FINISH COURSE 4
F 1 D�
FLARED a Z Q
END v
SECTION PLAN ° a HIGH SLUMP
CONCRETE TO TOP
_ OF FINISH COURSE ^�^ a
O CZ,
N
\\ ~ \\/ T ROUGH SHAPED 3
W'FILTER
BED �'FABRIC\\,\\
15" ALUMINUM SLOTTED /�
SECTION B-B ( RAIN WITH 6" RISER V J r R Z
COUPLINGS SHALL BE v
MODIFIED HUGGER W/'O'RING) z
IVCDOT M02 Y
MW OUTLET DETAL SLOTT® DRAM DETAL
(WITHOUT DITCH) NTS NTS
LLJ
Q
C)
O
60.5' CONCRETE PAVEMENT 6'
SIDEWALK
2' 20' PARKING 24' DRIVE AISLE 20' PARKING n
VEHICLE 18' SEE GRADING 0 w
OVERHANG 2 r PLAN o z o
s s Y4"/�
12 10' VARIES (SEE #� \ w m < 0 0f00
CURB & WHEEL STOP �- -'� n w 0 f 0
GUTTER GRADING PLAN) 0 // /. 0 In f Y -, 0
24'*
3 0
STORAGE 5.5'
EAST AND TRAWESNSITIONS
AT PRELIMINARY ONLY SCALE:
FLUME NOT FOR AS NOTED
" (SEE PLANS FOR
LOCATIONS(
• DIMENSIONS VARY SEC710iyA A/OWL 1RAT10iVBASMDETAL CONSTRUCTION C202
ON EAST END OF
BASIN, SEE PLAN. NTS
MW. NO. OM
Y

_
._.. ... . -ter.
GRADWQ
NOTES
STORMWATER MANAGEMENT MAMENANCE NOTES
1.
ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED.
1.
UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY MAINTENANCE SO THAT THE STORMWATER
SYSTEM WILL FUNCTION AS
INTENDED.
2.
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE
2,
AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE STORMWATER MANAGEMENT POND FOR EROSION,
TRASH ACCUMULATION,
INSTALLED IN ACCORDANCE WITH THE EROSION CONTROL PLAN.
VEGETATIVE COVER, AND GENERAL CONDITION. ALSO INSPECT THE INFLOW STRUCTURES, OUTLET STRUCTURE, RIP -RAP AND BASIN FOR OBSTRUCTION OR
3.
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBANCE AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE
DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE STRUCTURE TO APPROVED DESIGN SPECIFICATIONS
NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
3.
REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE VEGETATIVE COVER, REMOVE TRASH AS NEEDED.
4.
PRIOR TO FILLING THE SITE, THE CONTRACTOR SHALL STRIP EXISTING VEGETATION IN ACCORDANCE WITH GEOTECHNICAL REPORTS AT THE LOCATION INDICATED.
4,
CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS OBSERVED WITHIN THE SYSTEM, REESTABLISH DESIGN GRADES AS INDICATED
SEE SHEET C101 FOR AREAS THAT REQUIRE THE REMOVAL OF EXISTING GRAVEL. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED
ON APPROVED SITE PLAN.INSPECT BASIN WALLS AND STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR DESIGN ELEVATIONS.
IF EROSION OCCURS,
SEQUENTIAL LIFTS NOT TO EXCEED 8 INCHES IN DEPTH. FILL MATERIAL SHALL BE CLEAN, WELL GRADED SAND. FILL LOCATED BENEATH PAVEMENT SHALL BE
REESTABLISH DESIGN ELEVATIONS AS INDICATED ON APPROVED SITE PLAN.
COMPACTED PER GEOTECHNICAL REPORT.
5.
LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN HEREON.
5.
REFER TO STORMWATER MANAGEMENT WET POND OPERATION AND MAINTENANCE AGREEMENT FOR REQUIRED MAINTENANCE OF THE WETLAND
BASIN.
REFER TO STORMWATER MANAGEMENT INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT FOR REQUIRED MAINTENANCE OF THE
INFILTRATION BASIN.
6.
EXISTING SITE TOPOGRAPHY HAS BEEN PROVIDED BY STYONS SURVEYING SERVICES, ON MARCH 18-28, 2013 AND IS BASED UPON NAVD 1988.
DRAM NOTES
1.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC 811 (800-632-4949) TO LOCATE UNDERGROUND UTILITIES.
2.
ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STORM SEWERS SHALL BE SMOOTH INTERIOR,
TRAFFIC RATED FRAME
DOUBLE WALLED HOPE WITH GASKETED CONNECTIONS UNLESS OTHERWISE NOTED.
AND SOLID COVER
3.
DROP INLETS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER NCDOT 840.
4.
ALL OPEN PIPE ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL AND SIZE. END SECTIONS SHALL BE PROVIDED WITH TEN
CUBIC FEET OF CLASS "B" RIP -RAP, PLACED TWELVE INCHES IN DEPTH. TOP OF RIP RAP SHALL MATCH THE F.E.S. INVERT.
µ
^"''"ffn x•°•'�••`
5.
INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN AND REQUIREMENTS STIPULATED BY THE DIVISION OF
�/N
WATER QUALITY STORMWATER PERMIT.
6" MIN.
6.
SEE SITE PLAN NOTES FOR AS -BUILT REQUIREMENTS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUPPLY A CERTIFIED AS -BUILT SURVEY.
GRANULAR
THE SURVEY SHALL INCLUDE ALL SITE IMPROVEMENTS AND STORMWATER MANAGEMENT FEATURES WITH ELEVATIONS.
BACKFILL
7
6
5
4
3
2
1
0
X -1.T9
INFILTRATION BASIN
LINE TABLE
LINE
DIRECTION
LENGTH
L15
S84'41'30"E
308.51'
L16
S5'18'30"W
14.03'
L17
N84'42'13"W
130.93'
L18
N5'18'30"E
14.03'
20
DRIVEWAY PRUMI"E
SCALE: 1" = 10' H
SCALE: 1" = 2' V
TOP OF BULKHEAD
ELEV. = 4.50'
INFILTRATION BASIN
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
BEARING
CHORD
C1
9900'00"
5.00'
7.85'
S39'41'30"E
7.07'
C2
104'15'00"
5.00'
9.10'
S5726'00"W
7.89'
C3
26'14'33"
325.00'
148.86'
N83'40'19"W
147.56'
C4
13'17'58"
125.00'
29.01'
S89'51'24"W
28.95'
C5
90'00'00"
5.00'
7.85'
N39-41.30-W
7.07'
C6
9900'00"
5.00'
7.85'
N50-18.30"E
7.07'
GRAPHIC SCALE
0 10 20 40
(IN FEET)
1 INCH = 20 FP.
m
Ob1
0
7
6
5
4
3
2
1
0
OI.REP
RETANIM WALL/
dAX}FrD
3.0'
19.0,
3.0,
ESTABLISH GRASS AND PLACE EROSION
CONTROL BLANKETS ALONG FILTER
(SEE SEEDING SPECIFICATIONS) OR
INSTALL SOD
VEW7A7W F -7M
NTS
VEGETATED
1 r OVERFLOW
/ ELEV. = 5.9'
OF
A
BASIN DRAINAGE AREA
A - 48.897 SF,
C = 0.78 (BDA),
C= 0.57 (SITE)
l
\
5 2
X 7A
X
X 5.94\ _ b�
5.91
4
8
-x5si�-..�
6
4
1Q
-..-
6
5.80
/
1
1
I X 5.55
I
1
I
' I
I X 5l4
5.87
II;;
X o") /
I
o
X5.T6
\\
006 Q
/-_6./X5.9�-�X
\ /i V/
x esn
I
8.23
TRANSITON CROSS
E653 B1 X 5.99SLOPE (EACH END)
B1 X5.59
X 6,% X 559
X 5A0
697
I---- n-
x ?A'•
ou mI�I
I
IA61
I
5 BEDROOM x 5?A
IX541
X
HOUSE /\
xA11
I
/
I I IX 4.58 p
x50 _
4-
-3 -
-SET N84'4130 \1f19.94 / \
2.�6
\ \ iMZVR SYSTEM
\ \ \ x ?b4 N PL9Yf)
X
4" MIN
THE BACKFILL MATERIAL SHALL BE CRUSHED
STONE OR OTHER GRANULAR MATERIAL. BEDDING
& BACKFILL FOR SURFACE DRAINAGE INLETS
SHALL BE PLACED & COMPACTED UNIFORMLY IN
ACCORDANCE WITH ASTM D2321.
8AEQA8TAE3W=0RCWCUW/a9W
III NO ES
18" CURB & GUTTER
W/ FLARE TO MATCH
1.
USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
GRATE
NCDOT 840,45 OR 840,46, STRUCTURE SHALL COMPLY WITH ASTM C913,
X
X
2.
PRECAST DRAINAGE STRUCTURES BENEATH PAVED SURFACES OR OTHERWISE
NOTED TO BE TRAFFIC RATED SHALL BE CONSTRUCTED IN ACCORDANCE WITH
-"a..
NCDOT 840.46. NON -TRAFFIC BEARING DRAINAGE STRUCTURES SHALL BE IN
ACCORDANCE WITH NCDOT 840.45.
3.
PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
"
4.
MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
5.
CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
" s
6.
REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
7.
PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
Y PLAN
TRAFFIC RATED PRECAST
NCDOT PRECAST
REINFORCED LID
RIM ELEVATION DRAINAGE STRUCTURE
(COORDINATE OPENING
FRAME GRATE & HOOD
NCDOT 840.03
WITH NCDOT 840.02)
b all,
CONC.°CURB
e
SEE PLANS FOR
VARIES
VARIES
PAVEMENT SECTION
(SEE NOTE 6)
e
(IF APPLICABLE)
°°.
VARIES
(SEE PLANS)
.e
°Il INV. ELEVATION
6"
RECOMPACT GRANULAR SOIL WHEN
/ /°
OVER EXCAVATED. INSTALL 6" STONE
SECTION X-X
SECTION Y-Y BASE WHEN GRANULAR SOILS ARE
NOT PRESENT.
PREr.A8T
C" KE%
NTS
DARN BASIV MAL
NTS
INFILTRATION BASIN
STORAGE ELEV. - 5.5'
AREA - 6554 SF
BOTTOM ELEV. = 4.0'
AREA = 2595 SF
s
X5.
/ X 40
RIM = 6.40
INV. - 4.30'
o /
IX 4A0
6.56
X 451
/ X 4.26 6,56 TC
6.56
67.01
Z 51
X 459 x 04
X A91r
CI 3
RIM - 5.90'
INVX14.30' A,2
S7nou B.201 X 4
"El
tt.f _tu.J� Icn
Z
o
!Vi j � 11 .III cn z
" III I I I � F
N, III a
II W
�}
X 901 X ??I
d
BERM TO yy I Z
x ,A6 6Nsq AN4 ELEV. = 6.5' / \ \ \ ROUND CM I A I cD
\ r'r _ 6" DEEP N
\-' --4--- ' X Il`_-.q - X426 XAbA� I I J
\/ X 4.90 T I I t
.. ,.. ... .... ...... O
.. : I "Cif
649
6I�� a z
4
B3 64_ 15• FES
INV. 3.775'-
_ 7 II IIII �
/ 6 x9al -- ---
III I
X R?b X kA1 / 8 CM 64 " DEI I I SIDEWALK ALONG
? x9 I III II I NC E 2P z Q
X 4 X k.15 C..D
5.80 X k01 X k.Y2 �. 8.27 X 95j 5.60 I 9?l - Q LLJ
/� x95 x14 CI 2 ¢
4CMP <.14 4.0 w p
p ?�
INV. = 3.80' / I 1. X FES = 0.14' cl)
506 I X 96 5.5
5.90 I x 9A5 8.63
x;IZ X XAhl
n o ' g
9.Ik / i 71
9.20 I SEE DRIVEWAY.21ARS 555
NRIMVE4.17
PROFILE
/ \ 12" STORM (5.65' TO 5.55') 0
Z
/ x 9.11 L7 1 N 1 �
X O O
\ I I 9Y7 RIM = 3.90
6 698 \\ I 9. 1 0911 9.60 W. 6.27 I �: / 5 .Tc•` rr RR Lo Y
/ III' lI V V Z
( b Xid.IA I x / X911 / I II I Z N Y
za cMP fy
CONNECT ROOF FES INV. = 0.10'
/ \ DRAINS TO MANIFOLD
Kz
X k?4 \ `O' PROPOSED
x A.M i4-_ I� X \\ / �� FFEU 1RET0.70' / ILI
/ x917 x9.19 \y/ ii X A N I I II
I NN LLJ
W x? ¢
5.97 X A.10 \ \ X 9.56 - I /
i / I I Id' SEE SITE PUN
b6 A _ II NOTE 22 M
RE 6 A I I LANDING LOADING DOCK LANDING \ - - III I II / O Ed
SET FLUSH I I _ TOP = 10.20' _ / / I I N I-
II 10.20' BOT = 6.20' I / i i i I I I II o z o w m ¢ o atop
4,5 I I IIII II o ELIN Y m o
I\ o \\ I 6-\----a�-8 X9M \ x1s4 6 ( II I�
\\ IW xaAS i \Q \ X911 \ I �� I I:I II zzz z Y
I 6.1 s \ \ I l II 1n 3 w
X 2bn.
/' i 9�A \I \\T'n o
\\ I 5\ I E �.;� // -' X`09 \ x 150 I I I I rl I I SCALE:
A'z
-.4. 68 / X?l6 .YL \- x9.90 4- 6 X181 I . I• �; -J 1 20
4 / 3 li J
Oa 408mo
J \ i N84'4225 250.13' C301
BROKEN CM \ � C 84 D
3 4_ 4
X gMRO`DEEP -\ - _ IX 1.94 / ��
x 159 ` - _ \ ..d .. 1Ay�` I
v 155P ■\\ X951 :■ _ -.- 1f'M/. NO.HWWY
P 1 I�
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