SW7070915_APPROVED PLANS_20071105

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
[❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�(��
YYYYM M DD

MAIN STREET SELF STORAGE EXPANSION
242 E.
HAVELOCK,
I
OWNERZDEVELOPER
STALLINGS BROTHERS FURNITURE, INC
JIM STARLINGS, PRESIDENT
242 E. MAIN STREET
HAVELOCK, NC 28532
PHONE: [phone]
SITE DATA:
TOTAL SITE AREA: 199, 723 SF, 4.585 ACRES
TOTAL # LOTS: 1
SITE ZONING: HIGHWAY COMMERCIAL, HC-AICUZ APZ-1)
TOTAL SQUARE FOOTAGE OF IMPERVIOUS SURFACt AREAS:
NEW=93,077SF ; EXISTING=19,702SF
BUILDING HEIGHT: AS NOTED
OWNER: STALLINGS BROTHERS FURNITURE, INC
JIM STALLINGS, PRESIDENT
242 E. MAIN STREET
HAVELOCK, NC 28532
PHONE: [phone]
MINIMUM BUILDING SETBACKS: FRONT YARD: 20 FEET
BACK YARD: 20 FEET
SIDE YARD: 15 FEET
UTILITY SERVICES: ELECTRIC-CARTERET-CRAVEN
ELECTRIC COOPERATIVE
OPERATIONS: NO NEW EMPLOYEES
24-HOUR KEY PAD ENTRY
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 BULDING SIZE. 42,450 SF TOTAL(WAREHOUSE, 1-STORY
5. EXISTING BUILDING SIZE = 18,060 SF
PROPOSED TOTAL LOT COVERAGE=148,571 SF (74.47.)
6. TOTAL NUMBER PARKING SPACES REQUIRED=O
TOTAL NUMBER PARKING SPACES PROVIDED=O
7. TOTAL NUMBER OF HANDICAP SPACES=O
8. THE NEW PROJECT WILL BE HIGH DENSITY IN TERMS OF THE
COASTAL STORMWATER REGULATIONS. THE PROPOSED
BUILDING AREAS COVER 42,450 SQUARE FEET AND THE
PROPOSED PARKING AREA COVERS 50,627 SQUARE FEET
THE NEW PROJECT BUILT -UPON AREA IS 63.9% BASED UPON A
A PROJECT WATERSHEAD AREA OF 177,507 SF AND EXISTING
IMPERVIOUS SURFACES TOTALING 19,702 SF.
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND
DESCRIBED HEREON AND THAT I (WE) HEREBY APPROVE THIS DEVELOPMENT PLAN. I 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 OF HAVELOCK CODE OF ORDINANCES.
MAIN STREET
NORTH CAROLINA
RAILROAD �o
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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
PROJECT ENG NE5
AG5 ENGINEERING P. A.
5405 M OR TON
NEW BERN, NC
9
ROAD
28561
PHONE:
(252)
633-0068
SAX:
[phone]
LEGEND
APPROVED
NORTH CAROLINA ENVIRONMEN - 4L
MANAGEMENT COMMISSIOFs
DIVISION OF WATER QUAU''
Date_LO�EI'YmEA 5 0 j_
Stormwater Permit No, � w lii
EXISTING
NEW
+38.00'
SPOT ELEVATION
X38.00'
SHRUB
Q
TREE
T
TREE TO BE REMOVED
WATER MAIN
W—
SEWER MAIN
S
DRAINAGE PIPE
D
VAL VE
►t
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
C=xro
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
OUTLET PROTECTION
DEVICE
STREET LIGHT
GENERAL NOTES:
1. THE CONTRACTOR SHAL 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 NEW BERN,
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C2 C2 1"=30'
DRAINAGE AREA = 177,587SF
NEW BUILDING AREA = 42,450SF
NEW ON SITE PAVING = 50,627SF
EXISTING IMPERVIOUS AREA = 19,702SF
PERCENT BUILT -UPON AREA = 63.5%
NOTES
1) THERE ARE NO NEW PARKING AREAS CREATED BY THIS PROJECT
2 THIS PROJECT WILL NOT REQUIRE REFUSE COLLECTION SERVICES
3) ALL EXISTING DEBRIS AND JUNK VEHICLES SHALL BE REMOVED
FROM THE SITE
4) THERE ARE NO DEDICATED LOADING/UNLOADING AREAS REQUIRED
BY THIS PROJECT
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GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
NO.1 DESCRIPTION BY DATE
Revisions
LEGEND
EXISTING
NEW
+38.00'
SPOT ELEVATION
X38.00'
SHRUB
Q
TREE
U
TREE TO BE REMOVED
WATER MAIN
W
SEWER MAIN
S—
DRAINAGE PIPE
D
VAL VE
►1
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
OUTLET PROTECTION
DEVICE
STREET LIGHT
CURB & GUTTER
LAND SURVEYING BY:
ROBERT H. DAVIS, PLS
SURVEYORS AND PLANNERS
7175 HIGHWAY 70 EAST
NEW BERN, NC 28562
[phone]
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1 ST ORMWATER/UTILITY PLAN
C4 C4 1 "=30''
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.
30
+
+ CURB AND GUTTER
+
+
+
GRAPHIC SCALE
0 15 m 60
( IN FEET )
1 inch = 30 ft.
y +
NOTE:
ALL WORK INCLUDING SILT FENCE OUT SHALL
STAY OUTSIDE OF 50' RIPARIAN BUFFER.
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NOTE:
ALL I'll 1 MATERIAL NEEDED TO COMPLETE
THE PPOJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FPOM
A PROPERLY PERMITTED BORROW PIT FACII ITY
I �
EXISTING 10" PVC
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WATER MA
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EXISTING STREET "V O
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/ VALUE
+
NEW 6" PVC
FIRE MAIN
NEW 10' UTILITY s1jE "Yd w ��
+ EASEMENT N
AREA LIGHTING SHALL BE "WALL PACK" UNITS
MOUNTED ON THE BUILDING, 500 WATTS,
DIRECTED DOWNWARDS AS MANUFACTURED BY
SECURITY LIGHTING SYSTEMS, SWP SERIES.
PIOTE:
THE NEW STORAGE BUILDINGS WILL NOT
REQUIRE V�ATER CR SEWER SERVICES.
+
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+
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EXISTING
SAVAJIKAKA, INC.
DRY CLEANERS
NO.1
DESCRIPTION
BY
I DATE
Revisions
LEGEND
EXISTING
NEW
+38.00'
SPOT ELEVATION X38.00'
SHRUB
O
TREE
TREE TO BE REMOVED
WATER MAIN
W
SEWER MAIN
S
DRAINAGE PIPE
D
VAL VE
►t
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
OUTLET PROTECTION
DEVICE
LD
STREET LIGHT
CURB & GUTTER
LAND SURVEYING BY:
ROBERT H.
DAVIS, PLS
SURVEYORS
AND PLANNERS
7175 HIGHWAY 70 EAST
NFW BERN,
NC 28562
[phone]
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1 STORMWATER
C3 C5 SCALE: 1"=15'
1L
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ELEVATION=17.5'
3
23.72'
-19
18-
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ELEVATION=17.0'
(1JU_�
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4' HIGH GREEN VINYL COATED
CHAIN LINK FENCING
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21
20
19
18
149.08'
1516 0
—14
13
PERMANENT Q~ OUTLET DEVICE o
[-POOL LEVEL ^'k o
13
14
1615 TYP.
Ln
1 7 co 0
185.08' ---
�g
20 Ln
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.
10'
ELEVATION=16.0'
10' 1L FOREBAY LLLVAIIUN= IZ.5 1
2 2
kNT ORMWATER DETENTION POND CROSS-SECTION A-A
AOT TO SCALE
SAFETY LEDGi_
ELEVATI01',=16.5'
20'­1
1
0 0 0
0 0
o ° o ° 0 6" LAYER OF CO ?SE AGGREGATE
0 ° 0 °cf OVER 12" LAYER )F STONE BASE
50' °°°o°o COARSE
0 0
000°0 10
000°0
0000000 10
EDGE OF EXISTING
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE _
C3 C5 NOT TO SCALE
TEMPORARY POOL LEVEL = 17.93' 0
PERMANENT POOL ELEVATION = 17.0'
19
x
x
x
x
TOP OF RISER/CREST = 19.0'
10-YR STORM ELEV. = 18.65'
NO.1 DESCRIPTION BY I DATE
Revisions
TRASH SCREEN STRAPS 4' O.C. ANCHORED
IN CONCRETE 12" MIN.
r - - - - - - - - - - (TYPICAL OF 4)
I I- - - - - -----� 45 1F 18" CORRUGATED ALUMINUM
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TRASH SCREEN
#4 REBAR @ 4" O.C. E.N.
3" IV'IDE 1/4" THICK METAL PROVIDE 3.5' DIA. ANTI -SEE
STRAPS 4' O.C. ANCHORED COLLARS CONTINUOUSLY
3.1' IN CONCRETE 12" MIN. WELDED TO BARREL
/ LE GTH 1' I (TYPICAL OF 4) ALUMINUM r OUTLET PIPED ®20 O.C.
TOP OF WEIR/ 1" STORM STAGE = 17.93' I ��
24" CORRUGATED ALUMINUM
6" DIA. PIPE
CONTINUOUSLY WELD
VERT 1-1/2" ORIFICE = 17.0' PERMENANT POOL ELEV TO RISER
TOP OF CONCRETE = 16.8'
PLANTING AT 18" O.C.
CENTER SHELF
ALONG PERMANENT
POOL LEVEL
ELEVATION--17.0'
I
HARDWARE CLOTH AND
STAINLESS STEEL STRAP 24"
TOP OF FOOTING = 15 '
ANCHOR 24" RISER IN N
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION 16.3'
PROVII'll FIRM AND STABLE
SUPPOi�IING AREA FOR RISER
AND ('ONCRETE ANCHORAGE
ELEVATION =16.5 -
POND BOTTOM ELEVATION = 12.5' 1
2 2
PERIMETER SHELF PLANTING LIST
NOTE:
VEGETATE 3:1 POND SIDE SLOPE ABOVE
AQUATIC SHELF IN ACCORDANCE WITH
PROJECT VEGETATION PLAN. SEE DETAIL D,
THIS SHEET.
3'
B SILT FENCE
C3 C5 NOT TO SCALE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
FILTER FABRIC
8 FLOW
�1
10 \- ELEVATION=17.5'
10' _
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
I ARGE
PLUG
PELTANDRA VIRGINICA
ARROW ARUM
ARGE
PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
i 1RGE
PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
I ARGE
PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE
PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE
PLUG
PROVIDE EVEN NUMBER
OF SPECIES PLANTED AT 18"
0. IN
ALL DIRECTIONS WITHIN
PERIMETER SHELF.
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY,
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
1
3 �1
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
C GRASS SWALE
C3 C5 NOT TO SCALE
3 DETENTION POND OUTLET STRuCTURE
C3 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 1-112 TON PER ACRE
FERTILIZ-FR 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 WIT( iI WILL_
INSURE APPROXIMATELY 75% COVERAGE OF THE S!-L DED
AREA. THE STRAW AND SOWN SEED WILL BE IJGI111 Y
DISCED INTO THE BED TO GIVE IT FURTHER REST`;!' DICE
LO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NF( �'.S; PY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ';';SIST
IN SEED GERMINATION OR AID IN GROWTH IN TIME` OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS �11 ! I_ EE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAHP f)F
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECES` F"1r`( 9Y
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAPIP
OF GRASS.
D VEGETATION _PLA_ N_
C3 C5
0
2.5' WIDE x 10" THICK COf ICRETE
ANCHORAGE FOR PIPE
SECTION
NOTE: A PUMP WILL BE REQUIRED ll
TO COMPLETELY DRAIN THE POND
IF REQUIRED. JJ
RCP -
Do
RCP
1
Do
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2 LAYERS FILTER FABRIC
SECTION C-C
NOT TO SCA_-
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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 AFTFR
8'
RIP RAP
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AIG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON_THICKPIFSS
LENGTH
WIDTH
18"
4„
6„-
9 — -
9„
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10„
12
12„
14
- — b-- -
-24
MOTE
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".
RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
E OUTL-T PROTECTION
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1.5" TYPE SF-9.5A ASPHALT
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-1 1 1—I 1 1—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.
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E PAINTED TRAFFIC ARROWS
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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"
NOTES: L 6" COMPACTED BASE
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
2. CONSTRUCT CATCH BASIN TO MEET SIZE
C F ED FRAME 2. GRATE
REQUIREMENT OF SPE I
GROUT ENTRANCE
STORM DRAIN PIPE
#5 @ 12" 0. C. E.W.
J CATCH BASIN
C2 C4 NOT TO SCALE
THICK CONCRETE COLLAR
I
6" HEAVY DUTY CAST IRON
SCREW TYPE VALVE BOX
AND COVER, MARKED WATER
COMMON BRICK
':�%erAT 1/3 POINTS
VE
CUBIC FOOT THRUST BLOCK
A VALVE AND VALVE BOX
1\CL C22 NOT TO SCALE
1' MIN TO 5�MAX
FACE PUMPER I
STORNNEE TCTION TO
6" VALVE AND VALVE BOX
2 CUBIC FOOT- —
THRUST BLOCK
WATER MAIN
TEE
TREATED 2"x4" BRACING
6" THICK NCDOT —
'57 STONE AROUND
'ERIMETER
3'-6" BU Y
2 CF HRUST BLOCK
/ L HYDRANT DR ;IN HOLES
' TIE RODS
DO NOT BLO(K
K TO MAIN 2 CIF #57 Gf AVEL
NOTE:
11OCATE FIRE HYDRANTS SO THEY AR A MINIMUM OF ONE FOOT, BUT NO MORE THAN 5
FEET BEHIND THE BACK OF PAVEMENT.
2.I1F THERE IS NO CURB, FIRE HYDRANT SHALL BE NO MORE THAT TWENTY-FIVE EET FROM
THE EDGE OF PAVEMENT.
3.THE CENTER OF THE 2.5 INCH OUTLET SHALL BE NO HIGHER THAN 18 INCHES ABOVE
FINISH GRADE.
4.PROVIDE A CLEAR AREA OF 7.5 FEET AROUND THE FIRE HYDRANT FROM ANY )DSTRUCTIONS.
D FIRE HYDRANT ASSEMBLY
C3 C22 NOT TO SCALE
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
f- 2" X 4" X 3' TREATED WOOD POST
v 'NEW CATCH
BASIN
K INLET PROTECTION DEVICE
C2 C4 NOT TO SCALE
BURY FABRIC -SEE
DETAIL F, THIS SHEET
I NO.1 DESC'NIPTION I BY I DATE
Revisions
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