SW7070905_APPROVED PLANS_20071105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7L21L
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

FIRST CAROLINA
SLOCUM AVE./US HWY
HAVELOCK,
OWNER
AUCE J. BAYER
P.O.BOX 5029
EMERALD ISLE, NC
28594
PHONE: [phone]
TOTAL SITE AREA: 2.22 ACRES
TOTAL # LOTS: 1
SITE ZONING: LIGHT INDUSTRIAL (L-1)
TOTAL SQUARE FOOTAGE OF IMPERVIOUS SURFACE AREA:
56,225
BUILDING HEIGHT 36' TALL (2 STORY)
MINIMUM BUILDING SETBACKS: FRONT YARD: 20 FEET
BACK YARD: 20 FEET
SIDE YARD: 20 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.
J. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS ESTABLISHED BY THE CITY OF HAVELOCK CODE
OF ORDINANCES.
4. PROPOSED BOLDING SIZE: 6,120SF OFFICE, 2-STORY
5. EXISTING LOT COVERAGE = 0 SF
PROPOSED LOT CO VERA GE=23,237SF (1AC)
6. TOTAL NUMBER PARKING SPACES REQUIRED=1 PER 200SF=31
TOTAL NUMBER PARKING SPACES PROVIDED=31
7. TOTAL NUMBER OF HANDICAP SPACES=2
8. THE PROJECT WILL BE HIGH DENSITY IN TERMS OF THE
COASTAL STORMWATER REGULATIONS. THE PROPOSED
BUILDING AREAS COVER 22,104 SQUARE FEET AND THE
PROPOSED PARKING AREA COVERS 34,121 SQUARE FEET
THE PROJECT BUILT -UPON AREA IS 58.1% BASED UPON A
A PROJECT WATERSHEAD AREA OF 96,715 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.
ER'S SIGNATURE(S
TO NEW BERN
G
REACTORS
70
NORTH
SITE
m
S 70 SER
SERVICE
CAROLINA
MOTE:
)TREETS IN AREA
ARE CITY OF HAVELOCK NSCR 756 T❑' MOREHEAD
VICINITY MAP NOT TO SCALE
DRAWING SHEET INDEX
CS COVER SHEET
Cl EXISTING CONDITIONS
C2 OVERALL SITE LAYOUT
C3 SITE GRADING, EROSION & SEDIMENTATION CONTROL PLAN
C4 UTILITY PLAN
C5 STORMWATER POND & DETAILS
C6 DETAILS
114
PROJECT ENC VEER
AVOU S EN G N EER N C, PA.
5405 MORTON ROAD
NEW BERN, NC 285P
PHONE:
(252)
633-0068
FAX:
(252)
�,33-6537
LEGEND
NO
REVISION JCA 10
DESCRIPTION I BY I DATE
Revisions
APPROVED
NORTH CAROLINA ENVIRONMENT 4L
MANAGEMENT COMMISSION
DIVIS�ON CF V!ATER QUALM'
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CLEAN OUT
.
CONCRETE
SILT FENCING
—UGE —
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ELECTRIC
INLET PROTECTION
DEVICE
NEW
+38.00'
O
GENERAL NOTES:
1. THE CONTRACTOR SHALLEE RESPONSIBLE FOR LOCATIfdG ALL
EXISTING UTILITIES PRIOR TO STARTING WORK.
2. THE CONTRACTOR SHALL _OORDINATE ELECTRICAL, WATER AND SEWER
CONNECTIONS WITH THE C-Y OF HAVELOCK.
LAND SURVEY IG 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
PLAT. THIS MAP IS NOT A BOUNDARY SURVEY.
3. PARCELS DO NOT LIE WITHIN AN AIRCRAFT
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- -
UNDERGROUND
ELECTRIC
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DEVICE
NOTES:
1. THE PARCELS SCALE WITHIN FLOOD 70NF 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
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1 SITE GRADIP
C3 C3 1"=20'
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 DAYS
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.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER
FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
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NEW
t38.00'
SPOT ELEVATION
X58.00'
SHRUB
Q
TREE
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-
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W
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—S—
DRAINAGE PIPE
D
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SILT FENCING
-
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
ROOF LEADER CONNECT
TO DRAINAGE COLLECTION O�
SYSTEM AS INDICATED
NOTE:
ALL ROOF DRAIN DISCHARGE SHALL BE DIRECTED
TO THE STORMWATER DETENTION POND.
THERE ARE NOT ANY SECTION 404 OR COASTAL
WETLANDS ON THE SITE.
DETENTIOrJ
;HED AREA
NOTE:
EXTEND BUILDING FOUNDATION WALL TO REQUIRED
DEPTHS TO ACCOMPLISH INDICTED GRADING.
GRAPHIC SCALE
20 0 10 20 40 BO
( IN FEET )
1 inch = 20 ft.
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1 UTILITY PLAN
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23.00
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STORMWATER DETENTION POND
CSCALE: 1"=10'
3
ELEVATION=21.5'
ELEVATION=21.0'
10 1L
10'
�\ 2
2 1STORM WATER DETEN-
C31 C5 / NOT TO SCALE
SAFETY LEDGE
ELEVATION=20.5'
ELEVATION=20.0'
FOREBAY ELEVATION= 17.5'
2
POND CROSS-SECTION A -A
24.00
23.00
22.00
P 11
20,00
19,00
18.00
STORMWATER J
DETENTION POND %�
---FERM7OOC 2170'-
BOTTOM=17.5' -IN W / Q G
18,0
19,00
0.00
6.5'
3:1
NOTE:
NEW DWQ REQUIREMENT FOR PERIMETER SHELF PLACEMENT SHALL BE 10 FEET WIDE
AND CENTERED ALONG THE PERMANENT POOL LEVEL, THE INSIDE EDGE OF THE SHELF
SHALL BE 6" BELOW THE PERMANENT POOL. THE OUTSIDE EDGE SHALL BE 6" ABOVE THE
PERMANENT POOL.
1, 20't
11 0 0 0
0 0
00000 6" LAYER OF COARSE AGGREGATE
o°o° OVER 12" LAYER OF STONE BASE
50' 0000 COARSE
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EDGE OF EXISTING
ROADWAY PAVEMENT
A AVEL CONTROL ENTRANCE
;PtT
TO SCALE
10' p TEMPORARY POOL ELEVATION = 21.75'
PERMANENT POOL ELEVATION = 21.0'
1� POND BOTTOM ELEVATION = 17.5'
2
NOTE:
VEGETATE 3:1 POND SIDE SLOPE ABOVE
AQUATIC SHELF IN ACCORDANCE WITH
PROJECT VEGETATION PLAN. SEE DETAIL D,
THIS SHEET.
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
8 FLOW
3'
B SILT FENCE
C3 C5 NOT TO SCALE
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CONCRETE
SILT FENCING
-- --
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
0
TOP OF RISER/CREST = 23'
TOP OF WEIR/ 1" STORM STAGE = 21.75'
24" CORRUGATED ALUMINUM
TD ACU 0PDCCAI
TRASH SCREEN
`#3 REBAR @ 4" O.C. E.W.
/ 3" WIDE x 1/4" THICK METAL
STRAPS 4' O.C. ANCHORED
IN CONCRETE 12" MIN.
EST (TYPICAL OF 4)
r'TU 1' ,
6" DIA. PIPE
CONTINUOUSLY WELDE Y
IN RT 1-1/4" ORIFICE = 21.0' PERMENANT POOL ELEV) TO RISER
TOP OF CONCRETE = 20.99
HARDWARE CLOTH AND
STAINLESS STEEL STRAP 24"
_ TOP OF FOOTING = 19 '
1 24
N
ANCHOR 24" RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION 16.3'
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
PERIMETER SHELF 5' SQUARE
PLANTING AT 18" O.C.
CENTER SHELF
ALONG PERMANENT
POOL LEVEL 3 DETENTION POND OUTLET STRUCTURE
C3 C5 � ELEVATION=21.0' NOT TO SCALE
ELEVATION=20.5' 3 J1 A RCP ILI,
1 10 ELEVATION=21.5'
2 10' r==D!o
IMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN
ALL DIRECTIONS WITHIN PERIMETER SHELF.
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
C GRASS SWALE
C5 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.
VEGETATION PLAN
RCP
4' O.C. ANCHORED
RETE 12" MIN.
OF 4)
45 LF 18" CORRUGATED ALUMINU
PROVIDE 3.5' DIA. ANTI -SEE
COLLARS CONTINUOUSLY
WELDED TO BARREL
45 LF 18" CORRUGATED @ 20' O.C.
ALUMINUM OUTLET PIPE
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2.5' WIDE x 10" THICK CONCRETE
ANCHORAGE FOR PIPE
SECTION
NOTE: A PUMP WILL BE REQUIRED
TO COMPLETELY DRAIN THE POND
IF REQUIRED.
Do=18"
2 LAYERS FILTER FABRIC
SECTION C-C
NOT TO SCALE
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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
10' -
RIP RAP
v
Do
AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON THICKNESS
18"
3"
1 5"
8°
NOTE:
I. 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.
E OUTLET PROTECTION
C3 C5 NOT TTO SCALE
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12"
RESERVED
PARKING p
18"
12"
MAXIMUM 1
PENALTY 9"
GS 20-37.6.6
12"
NOTES: V 1
1. COLORS ACCES
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
A HANDICAP PARKING SIGN
Cl C4 NOT 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
=PEDESTRIAN
VARES PER MANUF. _
SEE SIDE FLARE N
NOTE BELOW
0.9" IA.
"� 2.35" (TYP.)
MAIN.
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 0.9" DIA., n O O
MAXIMUM SLOPE OF 1:10 (10 %). WHERE "X" 0.2"H. (02
IS LESS THAN 48", SIDE FLARE SLOPE DO
SHALL BE 1: 12 (8.33 %) MAXIMUM. WHERE "X" M O
IS LESS THAN 36". N
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 CONC. 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.
INTREGRALLY COLORED
RED CONCRETE
B ACCESS RAMP
Cl C4 NOT TO SCALE
2" TYPE SF-9.5A ASPHALT
8" ABC BASE
—III—I \-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.
C TYPICAL PAVEMENT SECTION
C2 C4 NOT TO SCALE
EXISTING —
WATER MAIN
CLEAN OUT TO BE SET
1'-3' ABOVE FIN. GRADE
AS INDICATED PAVEMENT DRAINAGE DITCH
SLOPES TOWARDS PAVEMENT ,
I
1/4.1 ==> 4000 psi 1 ASPHALT PARKING
CONCRETE x x x x
2 4 EXISTING 6" PVC SERVICE
SUBGRADE/6" PVC SEWER TO BUILDING CONNECTION
C OMPACTED
COMPACTED LEVEL SUBGRADE
D SIDEWALK
C1 C4 NOT TO SCALE
22 1/2' BEND
. L r
E PAINTED TRAFFIC ARROWS
C2 C4 NOT TO SCALE
6" THICK 4000 PSI CONCRETE
SLAB WITH 3/4" CHAMFERED
EDGES
GRASSED AREA
CONC.
BRONZE SERVICE
CLAMP
n
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I- 12
PLAN
SECTION A -A
E DEMPSTER PAD
C2 C4 NOT TO SCALE
VALVE BOX
PAVEMENT
66 -66 WWF
12"
i
2" PVC SCH. 80
ADAPTER COUPLING
8" PVC SF
RIM FLEVATION
r�
STORM DRAIN PIPE
SCH. 40 PVC DWV SEWER -'
SERVICE PIPE AT 1% MIN.
GRADE. (ASTM D-2665, D-1785)
H PVC SANITARY SEWER SER /ICE
U C4 NOT TO SCALE
2'-0"
SQUARE
BRASS PLUG
CAST IRON 31 /2"
_4 1 /2"
CONCRETE COLLAR f
s-
45' BEND
6" PV SEWER
CONCRETE ALL SIDES
4"
PLUG IF SEWER
DOES NOT CONTINUE
4"
SEWER MAIN CLEANOUT
C3 C4 NOT TO SCALE
FRAME WITH GRATE SET, US FOUNDRY
4175 FRAME AND 6166 GRATE SET OR EQUAL.
ASPHALT
TREATED 2%4"
6" THICK NCDOT
#57 STONE AROL
PERIMETER
33" 8" THICK
USE 4" CONCRETE BRICK
OR 8" SOLID CONCRETE BLOCK
GROUT ENTRANCE
10"
GROUT ENTRANCE
STORM DRAIN PIPE
NOTES: 6" COMPACTED BASE V- #5 @ 12" O.C. E.W.
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
THREADED BRASS NIPPLE, 2. CONSTRUCT CATCH BASIN TO MEET SIZE
G WATER SERVICE 2" CURB STOP TREQUIREMENT OF SPECIFIED FRAME & GRATE.
C3 C4 NOT TO SCALE J CATCH BASIN
61,21C4 NOT TO SCALE
TREATED 2%4" BRACING
JOINED AT CORNERS
X 3'TREATED WOOD POST
JCDOT #57 STONE
dESH
X 3'TREATED WOOD POST
BURY FABRIC -SEE
DETAIL F, THIS SHEET
iv�rr �. rri�u
BASIN
K INLET PROTECTION DEVICE
C2 C4 NOT TO SCALE
HOTBOX ENCLOSURE MODEL
# HB2ST (INSIDE DIMENSION
,47"Lx13"Wx36"H)
90W, 1201, SINGLE PHASE
HEAT TRACE TAPE
58%24"x4" THICX CONCRETE
SLAB
1" DOUBLE CHECK VALVE ASSEMBLY
(AMES MODEL #200B)
OVERALL LENGTH 29"
`1 CUBIC FOOT"
CONCRETE BLOCKING 1" PVC WATER SERVICE
MINIMUM (TYPICAL)
BACKFLOW PREVENTER & ENCLOSURE
NOT TO SCALE
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