SW7061202_APPROVED PLANS_20070227

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.:
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE7��
YYYYMMDD
9

I
NEW BERN BUILDING SUPPLY
STORAGE WAREHOUSE
NEW
OWNER/DEVELOPER
NEUSE PROPERTIES, LCC
PO BOX 12305
NEW BERN, NC 28561
PHONE: [phone]
SITE DATA
SITE AREA: 249,889 SF, 5.74 ACRES
SITE ZONING: C-3
SITE OWNER: NEUSE PROPERTIES LLC.
P.O. BOX 12305
NEW BERN, NC 28561
[phone]
PROPOSED GROSS TOTAL FLOOR AREA: 17,450 SF
POSTAL ENUMERATION: 3301 NEUSE BLVD
UTILITY SERVICES: WATER - N/A
SEWER - N/A
ELECTRIC - CITY OF NEW BERN
GAS - OK
REFUSE COLLECTION - CITY OF NEW BERN
MINIMUM BUILDING SETBACKS: FRONT YARD: 25 FEET
BACKYARD: 10 FEET
SIDE YARD: 10 FEET
PARKING SUMMARY:
# PARKING SPACES REQUIRED: 4 SPACES
(USE CODE 3.110 - 1 SPACE PER 5000 SF GROSS FLOOR AREA)
TOTAL PARKING PROVIDED - 4 SPACES (USES EXISTING LOT)
SUMMARY OF BUILT -UPON AREA FOR STORMWATER DESIGN:
TOTAL SITE AREA = 305,201 SF, 7.0 ACRES
TOTAL DISTURBED AREA = 305,201 SF, 7.0 ACRES
EXISTING IMPERVIOUS AREA = 0 SF
PROPOSED IMPERVIOUS AREA = 150,564 SF (3.46 ACRES), (49.3%)
RECEIVING WATERCOURSE IS UNNAMED TRIBUTARY TO WILSON CREEK.
NOTES:
1. ELEVATIONS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED
BY ATLANTIC SURVEY & DESIGN
2. THE PARCEL SCALED IN A FLOOD ZONE "X" ACCORDING TO THE FLOOD
INSURANCE RATE MAP NUMBER 2569052.49, PANEL NUMBER 5469 J,
EFFECTIVE DATE: JULY 2, 2004,
3. THIS PROPERTY DOES NOT CONTAIN 404 WETLANDS.
4. THERE ARE NO RIPARIAN BUFFER AREAS OR BLUE LINE STREAMS
ON THIS SITE.
5. ALL STRUCTURES BUILT SHALL COMPLY WITH THE NORTH CAROLINA BUILDING
CODE, 2002 EDITION.
6. THIS PROPERTY IS LOCATED IN THE GLENBURNIE ROAD
OVERLAY DISTRICT. BUILDING DESIGN MUST MEET CORRIDOR
REQUIREMENTS. BUILDING FACADE SHALL BE WOOD SIDING,
STONE, BRICK, OR OTHER MASONRY MATERIALS (EXCLUDING
CINDER BLOCK OR OTHER REGULAR CONCRETE BLOCK).
7. CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT THE
PUBLIC ALONG THE GLENBURNIE ROAD RIGHT-OF-WAY LINE
DURING DEMOLITION AND NEW CONSTRUCTION.
8. AN APPROVED NCDOT DRIVEWAY PERMIT MUST BE OBTAINED PRIOR
TO THE DEMOLITION OF THE EXISTING DRIVEWAYS OR THE
CONSTRUCTION OF THE NEW DRIVEWAY.
3301
BERN,
VICINITY MAP
DRAWING SHEET INDEX
CS COVER SHEET
NEUSE
NORTH
Cl EXISTING CONDITIONS AND DEMOLITION PLAN
C2 OVERALL SITE LAYOUT
BLVD
CAROLINA
NOT TO SCALE
C3 SITE GRADING, EROSION & SEDIMENTATION CONTROL PLAN
C4 STORMWATER PLAN & DETAILS
C5 DETAILS
L1 LANDSCAPING PLAN
PROJECT ENGINEER
AVOLIS ENGINEERING, P.A.
PO BOX 15564
NEW BERN, NC 28561
PHONE: [phone]
FAX: (25 ) 633-6507
LEGEND
EXISTING
NEW
38.00'
SPOT ELEVATION
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AREA LIGHT
TRANSFORMER/PAD
STREET LIGHT
DEC 1 1 2006
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\�- - - - - - - - - - - - - - - - - - - - - - -
NEUSE PROPERTIES, LLC
DB. 2378, PG. 511
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
LARRY ROBERSON
DB. 852, PG. 406
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STORMWATER DESIGN DATA
PROJECT WATERSHEAD AREA = 305,201 (7.01 ACRES)
PROJECT INVOLVES EXTENSIVE REDEVELOPMENT
PROPOSED IMPERVIOUS AREAS:
1)FRONT PARKING AREA = 69,088 SF
2)NEW WAREHOUSE AREA = 17,450 SF (BLDG), 42,026 SF (PARKING)
3)FUTURE CABINET SHOP = 7,200 SF
4)FUTURE VEHICLE MAINTENANCE GARAGE = 14,800 SF
TOTAL IMPERVIOUS AREA FOR DESIGN = 150,564 SF (49.337.)
DB. 2378, PG. 499
DETENTION POND
I i I 11' OUTLET STRUCTURE
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3 DETENTION POND
OUTLET STRUCTURE
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PROVIDE PLANTINGS SPECIFIED AROUND
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SAFETY LEDGE (VEGETATED
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PROVIDE JUTE NET TO STABILIZE SWALE
AS INDICATED ON THE PLANS. FASTEN
WITH 6" STAPLES AT 36" ON CENTER.
NOTES: 1
1. PROVIDE GRASS SWALE 3
AT ALL OUTLET DITCHES
2. PROVIDE 3:1 SIDE SLOPES.
3. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
4 JUTE NET
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16" DIA. INLET PIPE -
CONTINUOUSLY WELDED
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TOP OF RISER CREST = 97'
10-YR STORM ELEV. = 97.2'
TOP OF WEIR/ 1" STORM STAGE = 95.61'
EXISTING 36" CORRUGATED ALUMINUM
DRAINAGE DITCH
'INVERT 2" ORIFICE = 94.5' (PERMENANT POOL ELEV
TOP OF CONCRETE = 94 3'
TRASH SCREEN PLAN
#3 REBAR @ 6" O.C. E.W.
3" WIDE x 1/4" THICK METAL
STRAPS 4' O.C. ANCHORED
IN CONCRETE 12" MIN.
1, (TYPICAL OF 4) 48 LL 24" CORRUGATED
L- I ALUMINIUM OUTLET PIPE
INLET PIPE = 93.5' -
HARDWARE CLOTH AND
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TnP OF FnnTIN(' = 41
ANCHOR 36" RISER IN
CONCRETE SLAB. PLACE CONCRETE
INSIDE OF RISER TO ELEVATION 13'
s
2 STORMWATER [
C4 C4 NOT TO SCALE
NOTE:
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETIION
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.
L' 00
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE
5' SQUARE
3
SECTION
IORED
I.
24" CORRUGATED ALUMINUM
PROVIDE 3.5' DIA. ANTI -SEEP
COLLARS CONTINUOUSLY
WELDED TO BARREL
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3' WIDE x 14" THICK CONCRETE
ANCHORAGE FOR PIPE
3 DETENTION POND OUTLET STRUCTURE
C4 C4 NOT TO SCALE
i1
3
SPECIAL SEEDING NOTE:
THE CONTRACTOR SHALL PROVIDE A GROUNDCOVER SUFFICIENT
TO RESTRAIN EROSION ON EXPOSED SLOPES WITHIN THE SHORTER
OF 15 WORKING DAYS OR 30 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING: AND A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN THE SHORTER OF
15 WORKING DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
PERIMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
RIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
'EI TANDRA VIRGINICA
ARROW ARUM
LARCE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
3AGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
'IANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN
1L DIRECTIONS.
nLILNLNCL: COASIAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
GRAPHIC SCALE
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I
EDGE OF EXISTING
ROADWAY PAVEMENT
C GRAVEL CONTROL
ENTRANCE_
C3
C5 NOT TO SCALE
CORRUGATED ALUMINUM
OUTLET PIPE
A
24"x36"
CORRUGATED ALUMINUM
OUTLET PIPE
SELF ANCHORING
METAL POST @ 6' O.C. MAX
10 12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
8„ �
FLOW
3'
D SILT FENCE
C3 C5 NOT TO SCALE
GRASS
STABILIZATION
1� �1
3 3
E 3:1 VEGETATED SWALE
C3 C5 NOT TO SCALE
24"x36"
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
La
RIP RAP
—
Do
I To
W
I AVG. RIP RAP SIZE
I MAX RIP RAP SIZE
APRON THICKNESS
24"
1 14"
16'
6"
9"
14"
NOTE:
1. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
2. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS 1'-0".
3. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
F OUTLET PROTECTION 1 1/2" TOP RAIL
C2 C5 NOT TO SCALE
1 1/2" POST @ 5' O.C.
i 1/2" MID RAIL
EXPANSION JOINT
& SEALANT = 3/4" CHAMFER
FA
CONCRETE PIPE SLEEVE
PAVING F
4" TYP
Mi
24"x3O" FRAME AND
GRATE, HEAVY DUTY
r-- 2 #4 CONT
GRADE
APPROX. �-2' WIDE CONCRETE COLLAR, 7" THICK
24"x36" SQUARE 8" CONCRETE
GROUT ENTRANCE
0
6" COMPACTED BASE
6'
18" RCP
SEAL ALL RCP JOINTS
' �--- 2"X4" KEY
#5 @ 12" O.C. E.W.
CONCRETE JOINTS TYP. ALL 4 CORNERS
;ONCRETE COLLAR
NEW BASIN FRAME
AND COVER
NOTES:
1. PROVIDE CONCRETE COLLAR AT LOCATIONS
WHERE CATCH BASIN IS IN PAVEMENT.
2. PROVIDE PRE -FABRICATED CONCRETE CATCH
/BASIN STRUCTURES, NCDOT APPROVED.
/ I \CATCH BASIN CONCRETE COLLAR
C2105 /NOT TO SCALE
#5 @ 8" O.C. LOADING DOCK SURFACE
VERTICALLY EACH
FACE EXPANSION #5 AT 12" O.C. R
#5 @ 8" O.C. JOINT EACH WAY
7" THICK CONCRETE, 4000 PSI
HORIZONTALLY EACH
FACE
CONSTRUCTION JOINT 10"
1 1/2 DEEP KEYED JOINT COMPACTED SUBGRADE
I 18" BEND—t
_777�7 rr_�l
t�#5 @ 6" O.C. E.W. TOP AND BOTTOM
6' 3" BOTTOM COVER, 2" TOP COVER
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI.
2. WALL HEIGHT SHALL BE AS INDICATED ON
THE SITE PLAN
G RETAINING WALL & FOOTIN_G_DETAIL
C2 C5 NOT TO SCALE
3j
I---- � SAW CUT TOP OF SLAB
SEALANT SEALANT00
� � a _
M i �
DIAMETER BACKER ROD
SAW CUT
1/8"
TYPICAL CONTRACTION JOINT (CJ)
3/8'
- 1 � -TOP OF E, ";B
_��PREFORMED JPT FILLER
WRAP OR GREASE ONE END
1/2" SMOOTH DOWEL X 2'-6" .ONG @ 2' O.C.
TYPICAL EXPANSION JOINT (EJ)
H SLAB -ON -GRADE JOINTS
C3 C5 NOT TO SCALE
INS
m
RESERVED
1/4'
1/2PAR
KING_I
3'
c
�fl
N
3 ]/8
,o
USDOT STAN ARD R7-8 SIGN
VAN
ACCESSIBLE
$250 FINE
J ACCESSIBLE PARKING
C2 C5 NOT TO SCALE
NOTE: MOUNT ON BUILDING
OR POST.
I
J
PROVIDE VAN ACCESSIBLE
SIGN FOR DESIGNATED SPACES
PROVIDE NCGS FINE SIGNAGE
FOR ALL SPACES
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES, ALL EXPOSED
AREAS SHALL BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
SEPTEMBER THROUGH APRIL:
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 50 LBS PER ACRE
MAY THROUGH AUGUST:
COMMON BERMUDA 40 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 LIGHTL`(
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 GROWTii IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WII_�_ 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
C3 C5 NOT TO SCALE
_ 30"
23"
I
_ r 1„
i I 2" RADIUS
111=III .III=III=I I I
--I I I I-IIIIII=III=
iiI-III=III-III PAVEMENT
�i1=1II
CONCRETE _ _
CURB & GUTTER 9
Z_ COMPACTED SUBGRADE
NOTES:
1. CONTRACTION JOINTS SHALL BE PLACED AT 10'-0" O.C. TO A MINIMUM
DEPTH OF 1-1/2".
2. CONTRACTION JOINTS SHALL BE FILLED COMPLETELY WITH A JOINT FILLER
SUITABLE FOR THIS 4PPLICATION.
3. EXPANSION JOINTS SHALL BE PLACED AT 80' O.C. AND ADJACENT TO
ALL FIXED OBJECTS (HALLS, WALKS, ETC.)
4. PROVIDE AT ELEVATIONS SHOWN. SLOPE CURB & GUTTER EVENLY
BETWEEN SPOT ELEV,�TIONS.
5. PROVIDE AT ALL CUPB �',ND GUTTER REPLACEMENT/MODIFICATIONS AT
NEUSE BOULEVARD.
QC
30" CURB & GUTTER
C5 NOT TO SCALE �12" LAYER NCDOT #57 STONE
4'
3'
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ON UPSTREAM FACE
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06097C5.DWG

-50' COMMERICAL SEPARATION
ZONE, TYPE B SEMI-OPAGUE1�` !
SCREEN
F
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p
ORIGINAL GRADE--%!� j
PHASE II
TYPE C BROKEN SCREEN
z' 7- V
j I
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r
,
TRENCH EDER 3" MULCH
SAUCER (6"HGT.)
�`, III
IJO�II OGicG✓ PLANTING CI
-.•
ROOT BURLAP—/
ON TOP 1 /
ADD SOIL MIX; TAMP LIGHTLY & J
WATER IN THOROUGHLY PRIOR TO
SETTING TREE TO MINIMIZE
SETTLING.
1 TYPICAL ROOT BALL PIT
L1 NOT TO SCALE
A LANDSCAPING PLAN
1-1 SCALE 1"=100'
6" TREE PROTECTION CURBING
(TYPICAL ALL ISLANDS)
SCARIFY BASE OF PLANT PIT TO MIN. DEPTH OF B."
BREAK THROUGH & LOOSEN ALL "HARDPAN" (REMOVE AS
NECESSARY TO FACILITATE DRAINAGE).
IWAREHOUSE
PHASE I
TYPE C BROKEN SCREEN
T-
--------- -- --- -
10,
si �•: +''� ; �,� =..50' COMMERICAL SEPAR
SZONE T
CREEN YPE B SEMI -OP
1
1.
�T--L2
T
D
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n
1,4 A
TYPE C BROKEN SCREEN
5 PER 100
rl
N N
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F----------------7
,,PROPOSED- I
_ ;NONE STORY _ I
'BUILDING
Plc,
(STORAGE USE)
FEE=102.1 v _
i I
PLANTING LIST:
KEY
I SCIENTIFIC NAME
COMMON NAME
OTY
SIZE
requirements
T-1
Acer Rubrum
Red Maple
9
2.0" — cal.
8' min—ht.
T-2
Quercus Nutalli
Nutall Oak
9
2.0" — cal.
—
NOTES:
1) MAINTAIN NEW TREES 15' FROM OVERHEAD POWER LINES
NCR 2) PROVIDE 6" WIDE COETE CURBING AROUND ALL LANDSCAPING ISLANDS.
STORMWATER OETENTICN PQNO /
PERMANENT POOL=94.5
BOTTOM = 90.5
F
Planting Density
Total Site Area = 7 Acres
Total Number Tress = 105
Planting Density = 15 trees acre
SEE STORMWATER SHEET
FOR POND PLANTING
�EOUIREMENT
GRAPHIC SCALE
40 0 20 40 so iso
( IN FEET )
t inch = 40 ft.
060971,1.DWG