SW7080710_APPROVED PLANS_20080729

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 70YL 7161
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE7a�
YYYYM M D D

OWNER
MORTON
1805 S.
SOUND OF FREEDOM SHOPPES
US HWY 70 SERVICE ROAD
HAVELOCK, NORTH CAROLINA
—CRAYTON VENTURES, EEC
GEENBURN E ROAD
NEW BERN, NC
PHONE: (252)
28562
633-3068
SITE DATA:
TOTAL SITE AREA:
2.72 ACRES
TOTAL LOTS: 1
SITE ZONING: HIGHWAY COMMERCIAL HC)
TOTAL SQAARE FOOTAGE OF IMPERVI US SURFACE AREA:
77,746 SF
BUILDING HEIGHT:
18' TALL (1 STORY)
MINIMUM BUILDING
SETBACKS: FRONT YARD: 20 FEET
BACK YARD: 20 FEET
SIDE YARD: 15 FEET
UTILITY SERVICES:
WATER -CITY OF HAVELOCK (PUBLIC)
SEWER -CITY OF HAVELOCK (PUBLIC)
ELECTRIC -PROGRESS ENERGY
GENERAL NOTES:
1. NO CHANGES TO ANY ASPECT OF THIS PLAN, INCLUDING
BUT NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING
ELEVATIONS, LIGHTING OR UTILITES WILL BE MADE WITH
OUT THE APPROVAL OF THE DEPARTMENT OF
PLANNING AND INSPECTIONS.
2. THE SITE BE STABILIZED AND SEEDED PRIOR TO THE
ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR
GUARANTEED BY APPROVED METHOD IF APPLICABLE.
3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS ESTABLISHED BY THE CITY OF HAVELOCK CODE
OF ORDINANCES.
4. PROPOSED BUILDING SIZE 14,000 SF & 7,200 SF, 1-STORY
5. EXISTING LOT COVERAGE = 0 SF
PROPOSED LOT COVERAGE=77,746SF (1.79 AC - 64.77.)
6. TOTAL NUMBER PARKING SPACES REQUIRED=1 PER 200SF=106
TOTAL NUMBER PARKING SPACES PROVIDED=107
7. TOTAL NUMBER OF HANDICAP SPACES=5
8. THE PROJECT WILL BE HIGH DENSITY IN TERMS OF THE
COASTAL STORMWATER REGULATIONS. THE PROPOSED
BUILDING AREA COVERS 21,200 SQUARE FEET, THE
PROPOSED PARKING AREAS COVER 52,995 SQUARE FEET
THE PROPOSED SIDEWALK AREAS COVER 2,251 SQUARE FEET
THE NATURAL GAS SUBSTATION AREA COVERS 1,000 SQUARE
FEET AND THE DUMPSTER AREA COVERS 300 SQUARE FEET
THE PROJECT BUILT -UPON AREA IS 64.707. BASED UPON A
A PROJECT WATERSHEAD AREA OF 119,682 SF.
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND
DESCRIBED HEREON AND THAT I (WE) HEREBY APPROVE THIS DEVELOPMENT PLAN. I (WE) FURTHER
CERTIFY THAT ALL EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING AND
LANDSCAPING, AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN ACCORDANCE WITH THIS PLAN
AND THE CITY HAVELOCK CODE OF ORDINANCES.
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TO NEW BERN
TO MCAS
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C2 OVERALL SITE LAYOUT
C3 SITE GRADING, EROSION & SEDIMENTATION CONTROL PLAN
C4 UTILITY PLAN
C5 STORMWATER POND & DETAILS
C6 BIO-RETENTION AREA & DETAILS
C7 DETAILS
DESCRIPTION I BY I DATE
Revisions
PROJECT ENGINEER
AVOE S ENGINEERING, P.A.
5405 M OR TON
NEW BERN NC
PHONE -
ROAD
28561
[phone]
FAX: (252)
633-6507
LEGEND
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NEW
X38.00'
SPOT ELEVATION
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DEVICE
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO STARTING WORK.
2. THE CONTRACTOR SHALL COORDINATE ELECTRICAL, WATER AND SEWER
CONNECTIONS WITH THE CITY OF HAVELOCK.
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PROFESSIONAL LAND SURVEYORS
603 WEBB BOULEVARD
HAVELOCK, NC 28532
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NOTES:
1. THE PARCELS SCALE WITHIN FLOOD ZONE X AS PER
F.I.R.M. PANEL #372064200 J, INDEX DATED
JULY 02, 2004.
2.PROPERTY LINE ARE PLOTTED FROM A RECORDED
PLAT. THIS MAP IS NOT A BOUNDARY SURVEY.
3. PARCELS DO NOT LIE WITHIN AN AIRCRAFT
ACCIDENT POTENTIAL ZONE.
CLD = CENTERLINE DITCH
LAND SURVEYING BY: JAMES C. SIMMONS & ASSOCIATES
PROFESSIONAL LAND SURVEYORS
603 WEBB BOULEVARD
HAVELOCK, NC 28532
[phone]
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NOTES:
1. THE PARCELS SCALE WITHIN FLOOD ZONE X AS PER
F.I.R.M. PANEL #372064200 J, INDEX DATED
JULY 02, 2004.
2.PROPERTY LINE ARE PLOTTED FROM A RECORDED
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CURB, PARKING BUMPER, ETC.
8'-0" NOTE:
SYMBOL TO BE
PAINTED WITH
APPROVED TRAFFIC
PAINT.
5" R
5' 1
3
25 1 /2"
I
12" - 5
3"
18"
18"
10„
CENTERLINE OF
PARKING SPACE
A HANDICAP SPACE DESIGNATION
C2 C7 NOT TO SCALE
12" 12"
18"
NOTES:
1, COLORS
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
12"
—12" GRID
1
VAN
ACCESSIBLE
i
1
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
B HANDICAP PARKING SIGN
C2
[ClNOT TO SCALE
ADJOINING SLOPE = Y: X
SLOPE SHALL WHERE X IS A
NOT EXCEED -o Y LEVEL PLANE
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
X
PEDESTRIAN
WALK
VARIES PER MANUF. _
SEE SIDE
FLARE _° o
NOTE BELOW
0.9" IA.
p
2.35" (TYP.)
MIN.
'I�— 'r
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
SECTION OF "DOME STAMP"
DOOR WITH A SLOPE OF 1:50 (2 %)
PATTERN IN SURFACE
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
2.35"
ABOVE). SIDE FLARES SHALL HAVE A
"X"
0.9" DIA.,
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MAXIMUM SLOPE OF 1:10 (10 %). WHERE
0.2"H.
IS LESS THAN 48", SIDE FLARE SLOPE
0 M
SHALL BE 1: 12 (8.33 %) MAXIMUM. WHERE "X"
N
IS LESS THAN 36".
N
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NOTE: ACCESSIBLE RAMPS
2.35"
2.35"
AND CURB RAMPS WHERE
POURING OF A SEPARATE
PLAN OF "DOME STAMP"
INTEGRALLY COLORED
PATTERN IN SURFACE
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS
CURB RAMPS MUST HAVE A DETECTABLE
2'-0" O.C. AND KEYWAYS
WARNING FEATURE EXTENDING THE FULL
TO PREVENT HEAVING Of
WIDTH AND DEPTH OF THE RAMP. THE
RAMPS W/ ADJACENT
DETECTABLE SURFACE MUST CONSIST OF
SIDEWALK OR CONIC.
RAISED TRUNCATED DOMES WITH A
SURFACE.
DIAMETER OF NOMINAL 0.9 INCHES, A
4'-0" MIN.
HEIGHT OF NOMINAL 0.2 INCHES AND A
CENTER -TO CENTER SPACING OF
NOMINAL 2 35 INCHES THE TEXTURE OF
THE DETECTABLE WARNING FEATURE
MUST CONTRAST WITH THE SURROUNDING
SURFACES (EITHER LIGHT -ON -DARK OR
DARK -ON -LIGHT). SEE ABOVE.
C ACCESS RAMP
C2 C7 NOT TO SCALE
2" TYPE SF-9.5A ASPHALT
8" ABC BASE
-1 1 1—III-1 ' COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
�\ PRESENCE OF THE ENGINEER.
/ D \ TYPICAL PAVEMENT SECTION
C2 I C7 NOT TO SCALE
AS INDICATED
SLOPES TOWARDS PAVEMENT
1/4": 1'
4000 psi
CONCRETE x x x
2" 4"
COMPACTED LEVEL SUBGRADE
E SIDEWALK
C2 C7 NOT TO SCALE
F PAINTED TRAFFIC ARROWS
C2 C7 NOT TO SCALE
CAST IRON
METER BOX
METER ST
1" SERVICE TUBING BRICK SUPP(
(4 EACH)
C�EEP LINE SLACK
WATTER
LASTIC STIFFNER
ONSTOP
SADDLE
(2
1" WATER SERVICE
C3 C7 NOT TO SCALE
ASPHALT PARKING
6x6 WWWF COMPACTED SUBGRADE 7
RiW
I
TO 8'
DEPTH i
F SERVICE
TO OFFICE
METER -BY OTHERS
2'-0"
SQUARE
BRASS PLUG
JSEWER
3 1/2"
4 1 /2„
45' BEND
CONCRETE ALL SIDES
4„
P. PLUG IF SEWER
DOES NOT CONTINUE
4"
H SEWER MAIN CLEANOUT
C4 C7 NOT TO SCALE
w
RCP
RCP
1�
2 LAYERS FILTER FABRIC
SECTION C-C
NOT TO SCALE
EXISTIN
2�
I PVC SANITARY SEWER SERVICE
C4 C7 NOT TO SCALE
CLEAN OUT TO BE SET
V Y, Y JL,YLI \
SERVICE PIPE AT 1% MIN.
GRADE. (ASTM D-2665, D-1785)
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RIP RAP 0 W
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PROVIDE 2x12 BOARD(S) ACROSS
1/3 MIN. HEIGHT OF INLET
FACE OF PIPE TO PREVENT
SEDIMENT FROM ENTERING PIPE.
REMOVE REMOVE AFTER
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ELEVATION
STORM DRAIN PIPE
NO. DESCRIPTION BY DATE
Revisions
DING CONNECTION
FRAME WITH GRATE SET, US FOUNDRY
4175 FRAME AND 6166 GRATE SET OR EQUAL.
�— ASPHALT
33° 8" THICK
USE 4" CONCRETE BRICK
OR 8" SOLID CONCRETE BLOCK
GROUT ENTRANCE
10"
GROUT ENTRANCE
STORM DRAIN PIPE
NOTES: L 6" COMPACTED BASE #5 @ 12" O.C. E.W.
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
2. CONSTRUCT CATCH BASIN TO MEET SIZE
REQUIREMENT OF SPECIFIED FRAME & GRATE.
L CATCH BASIN
C3 C7 NOT TO SCALE
OUTLET #
Do
AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON THICKNESS
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1
18"
4"
6"
9"
10
11.5'
2
24"
6"
9'
14"
8'
10'
3
8„
4„
6„
9„
6,
7,
4
8"
4»
6"
9"
6'
7'
5
24"
6"
9"
14"
8'
10'
NOTE:
1. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER
AS INDICATED.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS 1'-0".
4. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
J OUTLET PROTECTION
C3 C7 NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
OF GRASS.
K VEGETATION PLAN
C31 C7
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAY
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION
TREATED 2%4" BRACING —
6" THICK NCDOT —
#57 STONE AROUND
PERIMETER
TREATED 2"x4" BRACING
JOINED AT CORNERS
2" X 4" X 3' TREATED WOOD POST
NCDOT #57 STONE
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
2" X 4" X 3' TREATED WOOD POST
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NEW CATCH
BASIN
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C3 C7 NOT TO SCALE
BURY FABRIC -SEE
DETAIL F, THIS SHEET
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