SW7060904_APPROVED PLANS_20061122

PERMIT NO.
DOC TYPE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
sw 7c�Ce�QD�%
❑ CURRENT PERMIT
C� APPROVED PLANS
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❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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VICINITY MAP
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LOCATION MAP
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NOTES:
1. FINANCIALLY RESPONSIBLE PARTY:
CAROLINA CREEK LLC
503 W. THURMAN ROAD
NEW BERN, NC 28562
ATTN: KENNETH I. PEREGOY, GENERAL MANAGER
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION 'OF
NCDENR—DLQ EROSION AND SEDIMENT CONTROL ORDINANCE.
3. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
MTHIN 21 DAYS OF COMPLETION.
ALL NC ONE CALL
BEFORE YOU DIG
STOP
1-800-632-4949
VOID U11UTY DAMA
PHONE# [phone]
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CAROLINA CREEK LLC
503 W. THURMAN ROAD
NEW BERN, NC. 28562
v 1VI�I�VI�CREED
�2807 Neuse Boulevard Bldg 5
New Bern NC 28562
Phone: [phone], Fax: [phone]
www.mckimcreed.com
SHEET INDEX
SHEET # FILE # D'-SCRIPTION
1 G-001 COVER
2 G-002 G.NERAL NOTES & LEGEND
3 CS-101 OVERALL SITE PLAN
4 CG-101 GRADING, DRAINAGE, AND EROSION CONTROL PLAN
5 CU-101 S,TE UTILITY PLAN
6 CU-701 PG_AN AND PROFILE GRAVITY SEWER RUNS
7 CU-501 U I ILITY DETAILS
8 CC-501 G;?ADING, DRAINAGE, & EROSION CONTROL DETAILS
9 CG-502 S,-ORMWATER MANAGEMENT DETAILS
FINAL DESIGN
NOT FOR CONSTRUCTION
OCTOBER 13, 2006
j
UTILITY/MUNICIPALITY CONTACT
A. City of New Bern, North Carolina
E. NCDEN2—Div. of Water Quality
Engineering Department
943 Washington Square Mail
P.O. Box 1129
Washington, NC 27889
New Bern, NC 28563
[phone] phone
(252) 636--4004 phone
Contact: Bill Moore
Contact: David Muse, PE
F. Buried Cable Location
B. City of New Bern, North Carolina
ULOCO
Electrical Department
[phone]
Carl Toler
Office; [phone]
G_ North Carolina Dept. of Transportation
Diviaion 2, District 2
C. Sprint /Telephone
209 South Glenburnie Road
Dennis Strickland
New Bern, NC 28560
Office; [phone]
[phone] phone
Fax; [phone]
Contact Aaron Everett
(or)
Janet Duke
Office; [phone]
D. Cox Communications /Cable TV
Marcus Edwards
Office; (252) 638--7625
Fax; [phone]
STORUWATER
APPROVED v RECEIVED
NORTH CAROUNA ENV:�'R��fENTAL
MANAGEMENT COMWW10N NOV �. �. DIVISICN OF WATER QUAUTY 20
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DWQ
Stormwaier Pm* No
PROD #
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2807 Neuse Boulevard Bldg 5
New Bern, North Carolina 28562
Phone: [phone] , Fax: [phone]
www.mckimcreed.com
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CAROLINA CREEK LLC
STORM SEWER PIPE DATA
EL 6.00
/
!` \ INY 16.00 /
xr S
a-AYM Iff"f
a07ff LAW?
� 1
a
/ a
1 CONCRE7E OUTLET
STJ?UCTURE f 1
SEE NOTE 1
= 1
}
PIPE #
Length
Pipe
Type/Class
SIZE ; INVERT
IN OUT
Slope
From
To
1
60 LF
RCP1III
15"
18.82
18.211
1.01
CB #1
CB #2
2
104 LF
RCPIIII
24"
18.21
18.00
0.20
CB #2
CB #3
3
176 LF
RCP/III
DUAL 24"
18.00
17.00
0.57
CB #3
FOREBAY
4
104 LF
RCP1111
24"
18.21
18.00
0.20
CB #4
CB #3
5
152 LF
RCPI111
24"
18.57
18.21
0.23
CB #5
CB #4
6
132 LF
RCP/111
15"
19.32
18.5
0.57
CB #6
CB #5
7
240 LF
RCP/III
24"
16.50
16.0
0.21
OS #1
FES 1
8
48 LF
RCPI911
15"
121.65
21.50
0.31
OS #2
FES 2
9
48 LF
RCPllll
18"
21.36
21.22
0.31
FES 3
FES 4
10
256 LF
RCPIIII
16"
121.60118.211
1.28
FES 5
CB #2
NO TES:
1. WET DETENTION PONDS TO ACT AS TEMPORARY SEDIMENT
BASIN DURING CONSTRUCTION. INSTILL TEMPORARY SEDIMENT
BARRIER AS SHOWN. REMOVE SEDIMENT AND BARRIER AFTER
STABILIZA77ON OF ALL UPSTREAM AREAS. INSTALL OUTLET
STRUCTURE AND EXCA VA TE POND TO DESIGN DEPTHS.
2. ALL CURB ELEVA77ONS SHOWN ARE BACK -OF -CURB.
J. PUMPS WILL BE REQUIRED TO COMPLETELY DRAIN WET
DETENTION PONDS
NOV 2 0 2006
60' 0 60' 120'
SCALE: 1 "=60' (Horiz.)
CAROLINA COLOURS
NEW BERN, NORTH CAROLINA
EROSION CONTROL &GRADING
AMENITY CAMPUS
STAGE 2
u= n
SCALE 1" = 60'
STORM SEWER PIPE DATA
CB #
SIZE
TOP ELEV *'
DEPTH
CB #1
2'x3'
21.82
3.00,
CB #2
2'x3'
21.82
3.61'
CB #3
2'x6' *
21.82
3.82'
CB #4
2'x3'
21.82
3.61'
CB #5
2'x3'
22,32
3.75'
CB #6
2'x6"
22.32
-11
* INDICATES DOUBLE CATCH BASIN DESIGN
** ELEVATION SHOWN = TOP OF CURB
TEMP- CONST. ENTRANCE
TEMP. ROCK CHECK DAM ON
TEMP. SEDIMENT TRAP � TST
PERM. ROCK CHECK DAM
SCALE
EXISTING CONTOUR - - 5 - - -
PROPOSED CONTOUR
LIMITS OF FLOOD ZONE AE -
LIMITS OF DISTURBANCE
SILT FENCE
TEMPORARY DIVERSION DITCH
TDD -
STREAM BUFFER ZONE
EXISTING WETLANDS
INLET PROTECTION
DATE:
OCT 2006
MCE PROJ. #
03134-0045
DRAWN
RJL
DESIGNED
RJL
CHECKED
EJF
PROJ. MGR.
EJF
SCALE
HORIZONTAL
1' = 60,
VERTICAL
-
NA
M&C FILE NUMBER
CG-101
C!
;TATUS: Final Design RED
Not Released for Construction
S:13t3410045\WDnw fngslnaAer0045.dn, 11116rM 5:27:11 PM, Ilnblf.w_Pk0ff

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PLAN r= -
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CONSTRUCTION WITUOICE
NOT TO SCALE
ROCK CHECK DAM
NOT TO SCALE
20" WOOD FRAME
L
100' MIN.
SECTION
.s^-INT MAC O OM OAO
FABRIC BURIED
1' DEEP MIN.
STAKE
DROP INLET
WITH GRATE
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, POLYESTER, OR ETHYLENE YARN- EXTRA STRENGTH
(501b/1 inch MINIMUM)- THAT CONTAINS ULTRAVIOLET RAY INHIBITORS AND STABILIZERS. FABRIC SHOULD BE
SUFFICIENTLY POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY SEDIMENT POOL BURL.,P MAY BE
USED FOR. SHORT-TERM APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2X4-INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 FT. APART, AND SF.-'URELY
DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 INCHES DEEP-
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2X4-INCH WOOD STRIPS AROUND THE CREST
OF THE OVERFLOW AREA AT A MAXIMUM OF 1.5FT ABOVE THE DROP INLET CREST.
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFiLL THE TRENCH WITH AT LEAST 4 INCHES
OF CRUSHED STONE OR 12 INCHES OF COMPACTED SOIL.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE FROM THE DROP
INLET TO KEEP RUNOFF FROM BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE
DOWN SLOPE SIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. MATERIAL FROM WITHINTHE THE SEDIMENT POOL MAY
BE USED FOR DIKE CONSTRUCTION.
SILT FENCE INLET PROTECTION
NOT TO SCALE
uar iou roAnr
NOTES:
1• SEE PLAN FOR CLASS OF RIPRAP AND LENGTH. WIDTH
AND DEPTH OF APRON.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE
APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF
THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
THE SURFACE OF THE RECEIVING CHANNEL- THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE
EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
g ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95X OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED
IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
"LAYER OF FILTER FABRIC OF THE APRON WALL BE PERMITTED.
NOTE: MINIMUM H=2/3
PIPE DIAMETER
SECTION B -B
RIP RAP APRON O
NOT TO SCALE
III
*Aft
German Millet 40 Ibs/acre
in the piedmont and mountains, a small -stemmed sudongrass may be
substituted at a rate of 50 ib/acre.
� DAM
Mountains - May 15 - Aug_ 15
Piedmont - May 1 - Aug. 15
Coastal Plain - Apr. 15 - Aug. 15
SM ACTS
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
agricultural limestone snd 750 Ib//acre 10-10-10 fertillizer.
MUM
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
RYeFertilliize if growth is not fully adequate. Reseed. refertilize and
mulch immediately fallowing erosion or other damage.
Rye (grain) 120 Ibs/acre
Annual lespedeza (Kobe in
Piedmont and Coastal Plain, 50 Ibs%acre
Korean in Mountains)
Omit annual lespedeza when diuration of temporary cover is not to
extend beyond June.
SUM M DAM
Mountains -Above 2500 ft: Feb 15-May 15
Below 2500 ft. Feb 1 - May 1
Piedmon t - Jan 1 - May 1
Coastal Plain - Dec 1 - April 15
= ANE711orErVrs
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
agricultural limestone snd 750 Ib//acre 10-10-10 fertillizer.
Ii1AW
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
11AiY1R9UNCIE
Refertillize if growth is not fully adequate. Reseed, refertilize and
mulch immediately following erosion or other damage.
:iw
STRAND MIN.
BY ENGINEER 10' MAX.
STAY WIRES MIN. #12-1/2
BOTTOM STRAND MIN. f10
STEEL OR WOOD
NOTES:
1. WIRE SHALL BE A MINIMUM OF 3Y IN
AND 2 MINIMUM OF 6
LLIINE WIRES W/1TH
STAY SPACING GROUND LINE
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WARE AS DIRECTED
BY THE ENGINEER
3. STEEL POSS SHALL BE 5' 0" IN HEIGHT
r
N
AND BE OF SELF FASTENER ANGLE
En
0
do
STEEL TYPE
02
I
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
sL 1
We
IN HEIGHT AND 3" OR MORE IN DIAMETER
D
WARE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
NOT • SCALE
r r+ r r r j SEAL
lfr,,
o�
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illlml
TER FABRIC
FILL
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6" iv
Erosion Control Measures:
1. All work w►l! be done in accordance with the NCDENR
No land disturbing activity beyond that required
to install the appropriate erosion control measures may
proceed until measures are approved by the NCDENR.
2. Following site clearing, all sediment basins, storm drainage culvert
and structures shall be installed. Rock inlet Sediment Traps and Pipe Inlet
Protection shall be placed around all drainage structures to collect surface
runoff and control siltation and release water at a gradual rate. All
easements outside the paved areas where storm pipes are installed
will be graded, seeded and mulched.
J. Streets shall have stone base placed on them for
stabilization and shoulders shall be seeded to stabilize the
soil. Seed bed preparation shall be conducted according to North
Carolina Department of Transportation Standard Specifications for
Roads and Structures. (D.O.T.). The ground surface shall be
cleared of stumps, stones, roots, cables, wire, grade stakes, and
other materials that might hinder proper grading 071age,
seeding or subsequent maintenance operations. Grades on the area
to be seeded shall be maintalned in a true and even condition.
Maintenance shall include any necessary repairs to previously
graded areas. All graded areas shall be thoroughly tilled to a
depth of at least four (4) inches by plowing, disking, harrowing,
or other approved methods until the condition of the soil is
acceptable. On sites where soil conditions are such that high
clay content and excessive compaction cause difficulty in getting
clods and lumps effectively pulverized, the Contractor shall use
the rotary tillage machinery until the mixing of the soil is
acceptable and no clods or clumps remain larger than 1 1/2 inches
in diameter- A fine and compact seed bed is required and after
being graded, the seed bed shall be lightly compacted with a land
roller, such as a cultipocker, before and after seeding.
Limestone shall be dolomitic agriculture ground limestone
containing not less than 10 percent magnesium oxides Lime shall
be uniformly applied at t.':e rate of 2 tons per acre. Fertilizer
shall be uniformly applied at a rate of 500 pounds per acre of
10-20-20 analysis. The fertilizer shall be incorporated into the
upper three or four inches of prepared seed bed just prior to the
last tillage operation, but in no case shall it be applied more
than three days prior to seeding. Fertilizer shall be used
immediately after delivery or stored in a manner that will not
permit it to harden or destroy its effectiveness.
When hydroseeding equipment is used for seeding, fertilizer
shall be applied simultaneously with seed, using the above rates
of application. Seed shall be certified seed or equivalent based
on North Carolina Seed Improvement Association requirements for
certification. All seed skull be furnished in sealed standard
containers. Seed which has become wet, moldy, or otherwise
damaged prior to seeding will not be acceptable. Seeding shall
be accomplished with hand planters, power -drawn planters, hand
packers, or hydroseeding equipment at the following rates:
HOR FILTER FABRIC SKIRT
DIRECTED BY THE ENGINEER
44
4 7 , "T
ig1I
4 N1qa4&C �EM
2807 Neuse Boulevard Bldg 5
New Bern, North Carolina 28562
Phone: [phone] , Fax: [phone]
www.mckimcreed.com
MAI LEM Or mar OMAWM-
C" SAM OW Ally LM 0 000M
(Offsite drainage easements and shoulders on public streets):
Lime - 2 tons per acre
Fertilizer (10-20-20) -- 500 pounds per acre
Seeding M;xture:
(January 1 - March 31)
Common Bermuda grass (unhulled) - 20 pounds per acre
(April 1 - July 31)
Common berrrrudagro'ss (hulAed - 15 pounds per acre
Weeping Lovegross - 5 pounds per acre
Cendipede - 8 pounds per acre
(August 1 - December 31)
Common Bermuda grass (unhulled) - 15 pounds per care
Tail Fescue - 120 pounds per acre
Centipede - 8 pounds per acre
Seed Bed Protection:
Straw Mulch - 2 tons per acre (visual)
Asphalt Tack - 0.03 gallons per square yarn
sufficient to restrain erosion for all exposed slopes within 15
wor*ing days or 3O calendar days of completion of any phase
of grading.
inspected by the Contractor after each rainfall. When
inspection reveals the trap to be reduced to 50x of design
capacity or the device to be deficient in its intended
purpose such as fabric deterioration for silt fences the
Contractor shall restore the device to its original
condition.
in place and be maintained by the Contractor until all
seeding is established and construction areas have been
stabilized.
SEEDBED PREPARA11ON SEQUENCE
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFfiCE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOiL (SEE BELOW*).
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RSEEDINGS
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED REESTABLISHED FOLLOWING ORIGINAL LiME, FERTILIZER AND SEEDING
RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. * APPLY: AGRICULTURAL
LIMESTONE - 2 TONS/ACRE OR 3 TONS/ACRE IN CLAY SOILS FERTILIZER - 1000
LBS/ACRE (10-10-10) SUPERPHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2
TONS/ACRE (SMALL GRAIN STRAW)
If V
TEIMKXVM sEr MEW RAINIM
CAROLINA CREEK LLC
GENERAL NOTES
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE
DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE.
2. ALL SEDIMENT TRAPS SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
3. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER
POLLUTION IS MINIMIZED.
4. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER.
5. SEDIMENT BASIN EMBANKMENTS SHALL BE SEEDED OR OTHERWISE PROPERLY STABILIZED IMMEDIATELY
FOLLOWING CONSTRUCTION.
6. STORAGE AREA IS SHOWN AS A RECTANGLE FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE
CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM STORAGE VOLUME REQUIREMENT IS MET. THE BASIN
SHOULD ALSO BE ORIENTED SUCH THAT THE FiLTER AND THE MAIN FLOW OF WATER AND SEDIMENT ARE
ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
7. REQUIRED SEDIMENT STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER DISTURBED ACRE.
RECOMMENDED WEIR SIZE BASEDON SEDIMENT TRAP DRAINAGE AREA.
8. WHENEVER TOPOGRAPHY ALLOWS, THE TRAP LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO
ALLOW FOR SETTLING.
9. TOTAL DISTURBED AREA
10. ON -SITE BURIAL PITS REQUIRE AN ON --SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
11. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CRAVEN
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
12. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN iS A VIOLATION OF
THE NCDENR EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
13. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED
AND MULCHED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED
AND MULCHED WITHIN 30 DAYS- ANY SIGNIFICANT SLOPES SHOULD BE STABILIZED WITH AN APPROPRIATE
EROSION CONTROL FABRIC TO PREVENT EROSION DURING A RAINFALL EVENT.
14. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE
OF NCDENR. OR CRAVEN COUNTY NATURAL RESOURCES DEPT.
15. A GRADING PLAN MUST BE SUBMITTED FOR LOT GRADING EXCEEDING ONE ACRE WHICH WAS NOT
INCLUDED IN A PREVIOUSLY APPROVED GRADING PLAN.
16. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS-
17. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SiTE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE
THAN 14 DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL RESUME
WITHIN 21 DAYS.
18. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY 7 DAYS OR AFTER EACH
RAINFALL OCCURRENCE THAT EXCEEDS 1 /2 INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED .
OR REPLACED, AS NECESSARY.
a
The project consists of constructing a Recreation Center
and associated parking lot with storm sewer, electric,
telephone,
gas, water and sanitary sewer service.
1.
Contractor must. schedule a preconstruction conference with the
owner prior to initiating land disturbing activity.
2.
Construction and implementation of appropriate
1
week
sedimentation and erosion control measures.
J.
Construction of Storm Drainage Facilities
1
Month
4.
Rough Grading Site
3
weeks
5.
Installation of Utilities
2
Months
6.
Building Construction
5
Months
7.
Installation of concrete curb & gutter
3
weeks
8.
Fine Grading Parking Lot
1
week
9.
Placement of Asphalt Pavement
2
weeks
10.
L.andscoping / Seeding & Mulching
2
weeks
10.
Install Bioretention Cells
2
weeks
Several
of the items listed above may be constructed
simultaneously.
��C�rVED
NOV p_g 20M
nwe
CAROLINA COLOURS
A CLUSTER DEVELOPMENT)
N W BERN, NORTH CAROLINA
GRADING, DRAINAGE, AND
EROSION CONTROL DETAILS
AMENITY CAMPUS
DATE.
OCT 2006
MCE PROD.
03134-0045
DRAWN
RJL
DESIGNED
EJF
CHECKED
EJF
PROJ. MGR.
EJF
SCALE w&c FLE MRI
CG--501
HORIZONTAL: MAWM iRA�
NA
VERTICAL: 8
NA
STATUS: Final Design gal
Not Released for Construction
r
ti �\,�'i k- . #i t. r•I, . .l�.� r5- .:ti ..... �r +�.� I. ,. �. .. 1' ���' ..- dl .j�'. ;1 �i'+�.; �'I"•j' ..j Vl �1i #1 �!')"

u�_.,:It.. _.... ..._-..-.AF -__. r�_.. , __s i. u.1 1..a.._ v.� s•_; _•f .e. �ly.a..a�.av_._a_�1._etsSe , :-+.�..t..r-ns ++.;'
SOD SIDE SLOPE AND BOTTOM KEY INTO EXISTING SLOPE
3' MIN. USE STAPLES TO FIRMLY FASTENI 3' MIN. BEHIND TOP OF BANK.
r r
EXISTING
GRADE=111-r VARIES��
5 5 TOP OF BANK
VARIES
SCALE SEC I .
NOT TO SCALE
SOD SIDE SLOPE AND BOTTOM KEY INTO EXISTING SLOPE
3' MIN. USE STAPLES TO FIRMLY FASTEN 3' MIN. BEHIND TOP OF BANK.
WIDTH AS REQUIRED
GRACE
25.00 1 I EXISTING
,\\ , GRADE
3 23.50�W�3�
1
TOP OF BANK
5'
SINAL.E E&fficiENCY si'ILLWAY SECTION
NOT TO SCALE (POND 2)
BACK OF CURB
X
DOUBLE BASIN
_ Y_r- - _ . Y
.q - - --
II
FRAME, GRATE AND
HOOD DEWEY BROTHERS
MODEL OR EQUAL
STOP ELEVATION
12" L
3„ 6„
6"
fi"
i _
CENTER SUPPORT BEAM f
DOUBLE BASIN ONLY PLAN T SEE NOTFs..
SECTION X-X
TOP ELEVATION „
�_ L
I II
II
I�---
DOUBLE BASIN
SECTION Y-Y
S ---I
#4 13ARS "V"
0 EQUAL SPACES
8" 6
GENERAL NOTES:
1. PROVIDE ALL CATCH BASINS OVER S-6" IN
DEPTH WITH STEPS 12" ON CENTER, USE STEPS
fi" fi" WHICH COMPLY WITH NCDOT STD.
H 2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR,
A - - 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTERS
D AS DIRECTED BY THE ENGINEER.
3. USE FORMS FOR THE CONSTRUCTION OF THE
BOTTOM SLAB.
4. IF REINFORCED CONCRETE PIPE IS SET 1N
BOTTOM SLAB OF BOX, ADD TO SLAB PER NCDOT
STD.
5. USE TYPE "E" GRATE UNLESS OTHERWISE
INDICATED.
5 fi. FOR 8'-0" IN HEIGHT OR LESS USE 6" WALLS
E AND BOTTOM SLAB. OVER 8'-0" TO 16'-0" IN
6 HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
�14I 7. CONSTRUCT WITH PIPE CROWNS MATCHING. � A 8. CHAMFER ALL EXPOSED CORNERS 1 ".
9. DRAWING NOT TO SCALE.
113 IL
cn m R rn En #8 "W" BARS
Q _j FJ a _J F 6"
j #4 BARS 4 BAR
o 0 EQUAL SPACE 6" 12"
'7 ul -0 1
_Z
I„ I„ #4 BARS "U" in 6w
PLAN OF SECTION S-S SECTION R-.R DOWELL
TOP SLAB
DIMENSIONS AND QUANTITIES FOR CATCH BASIN(SASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
SPAN
WIDTH
MIN. HEIGHT
ZD
A
B
H
BOTTOM
SLAB
WALL PE
FT. HT:
commm
%m "
C,M,
R.C.
3'-0"
2'-0"
2 -0
0.222
0.222
0.592
0.015
0.026
15"
2 -3
0.648
0.023
0.036
18
2 -6
0.703
0.033
0.049
24
3 -0
0.814
0.059
0.085
3 -6
0.222
0.222
0.925
0.092
0.127
STANDAM C M INLET
NOT TO SCALE
IV MIN.
IV MIN.
VEGETATIVE SHELF
VEG SHELF
6:1 SLOPE TYP.
6.1 SLOPE TYP
AROUND POND
AROUND POND
OUTLET STRUCTURE
PERMANENTEL NORMAL WATER SURFACE 1&0
EL- 17.50
_POOL
FOREBAY
3
3
3a.
3
m
10' MIN.
VEGETATIVE SHELF
6:1 SLOPE TYP.
AROUND POND
3 FOREBAY
�1
EL- 1ZD
SEC 77ON DE TEN 77ON POND - if1
10' MIN.
VEG SHELF
6:1 SLOPE TYP
OUTLET STRUCTURE AROUND POND
PERMANENT POOL EL NORMAL WATER SURFACES -
EL= 21.50
3 a 3
t
BOTTOM
�W,
EL.- 1a0
.SEC77QN DE l"N 77ON POND a
SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
11n; OR VEGETATION.
1 MIN,
17 PERMANENT POOL EL VARIES
r
VET MENTION PONQ PL6UNG 3 DEPTH VARIES
CONTRACTOR TO INSTALL ON THE 6:1 1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24" POND SECTION A
O.C. IN A CHECKERBOARD PATTERN.
ABLE
NOT TO SCALE AR ORUMNTs
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
RIP RAP
A ENERGY
DISSIPATOR
OUTLET PIPING
„IFllrf,SEAL_
pF�SS/0� ..
L -
1554
a z
yam$ lt' FNGiN��'��-�,•`+
J.
NOT TO SCALE
50' VEGATATIVE
FILTER
RECI
-.S,
w w w w w w++
w w w + ♦ W w w w
♦ + w r w J r w � i
w w w w w w ♦ + +
w w w w w W ♦ w w a
w w w w w w
FLOW
SPREADER
MECHANISM
6" THICK
CONCRETE
NON -WOVEN
GEOTEXTILE
FABRIC
MIRAFI 140-N
2' THICK CL B
EROSION CONTROL STONE
NOT TO SCALE
44 N4CIED,4 & C=
2807 Neuse Boulevard Bldg
New Bern, North Carolina 28562
Phone: [phone] , Fax: [phone]
www.mckimcreed.com
1
A `4
NOTES:
SHAPE TO BE �•
BEVELED WITH
1. "H- MAY BE REDUCED UNTIL "X" REACHES A MINIMUM OF a WHERE
MORTTARAR y- ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP
PILLWAY EL. 21.00 OF ENDWALL PROJECT ABOVE FILL SLOPE. DITCH SLOPE, OR SHOULDER.
- - - - - - 2. ALL CAST IN PLACE CONCRETE TO BE CLASS A-3. THIS DETAIL TO BE
OW USED WITH STRAIGHT CROSSINGS AND ALL SKEWS (070 451
FL
3. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH
o INVERT OR WINGWALLS OCCUR.
A . ` 4. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE
a CULVERT (WHERE THE FLOW ENTERS THE CULVERT).
- 5. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE
- - - - - - - EDGE OR BEVEL EDGE.
�- 6. ON SHALLOW FILLS, WHERE ENDWALLS ARE 12" OR LESS BELOW SHOULDER
0O NOT BEVEL LINE. THE TOP OF THE ENDWALLSHALL BE CONSTRUCTED PARALLEL TO THE
a I INVERT GRADE OF THE ROAD.
-
o = 1.25"f/FOOT DIAMETER �' 7. 3/4' CHAMFER SHALL BE PROVIDED ON ALL EXPOSED EDGES.
b = 1"/FOOT OIAMTER END EL NATION
'ILLWAY EL. 23.50
4" PVC SCREW
TYPE PLUG
4" PVC TEE
4" PVC STUBBED TO 12"
BELOW PERM POOL
4" PVC CAP WITH DRILLED OR11
(SEE CHART FOR ORIFICE SIZE
ENDWALL FOR CIRCULAR PIPE
2e
A
B
V-6"
C
D
X-a"
F
V-9'
H
S-r
L
W-a'
a
W-r
b
0'-2"
�.-_.lot JIL
6„ ,.X" 6'
4" PVC INLET OUTLET PIPE
ASSEMBLY (SEE PLANS)
z
f-
NOTL I I --"---
--^ ..._--.._....._.
POND f OUTLET STRUCTURE TO HAVE WEIR y.
OPENING AND TRASH RACK ON ALL 4 SIDES -
POND 2 OUTLET STRUCTURE TO HAVE WEIR
OPENING AND TRASH RACK ON ONE SIDE
ONLY.(SAME SIDE AS LOW FLOW ORIFICE) - - - - - - - I - - - - - - _
41 If
GRATE TRASH RACK
EJIW V-4275 OR REMOVABLE 4OX4" BANDED GRATE
TEMP POOL APPROVED EQUAL w
ELEV. a" SECURED IN 1 X1,. X1/4r ANGLE
= ELEV "A "
POOL
INLET ASSEMBL Y
*USE 6" PVC FOR OUTLET STRUCTURE 1
OUTLET STRUCTURE DIMENSIONAL DATA
z
ANCHORED TO BOTTOM AND SIDES
`
OF OPENING : ALL 4 SIDES
>t
N
a
WEIR ELEV ^ "C'p
TEMP POOL
AD017IONAL
R£INF. AROUND
ELEV. 'S"
_
;,
PIPE OPENING
L27X2 X-Y4 W/
WELDED AN
/
PERM POOL
ELEV. "A"
71.
FORM BOTTOM OF
BOX TO INVERT
*4" PVC INLET
a '
OF OUTLET PIPE
ASSEMBL Y
INV OUT EL D"
2 x 4„ KEYWAY, TYP.
SEC T1ON Z-Z
SET RISER ON 12"
77-1K. 3/4" STONE
BASE LEVELING PAD.
GENERAL NOTES:
OUTLET #
A
PERM POOL EL
B
TEMP POOL. EL
C
WVIER EL
D
INVERT OUT
E
ORIFICE (DIA)
X
Y
OS 1
18.00
19.00
19.00
16.50
3.0"
3'
4'
OS 2
22.00
22.5
22.50
21.65
'1.75"
2'
3'
CAROLINA CREEK LLC
1. MORTAR JOINTS TO BE
2. CLASS "AA' 4000 PSI CONCRETE ® 28 DAYS TO BE USED.
J. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING
4. ALL DROP INLETS OVER 3'-6' IN DEPTH 70 BE PROVIDED W11H
METAL STEPS ON 1'-2' CENTERS
5. REINFORCEMENT 14 ® 9" OCEW (MIN.)
6. SEE NCDOT STD DWG. 840.45 FOR ADDITIONAL DETAILa
NTS
RECEIVRD
CAROLINA COLOURS
NEW BERN, NORTH CAROLINA
STORMWATER MANAGEMENT DETAILS
AMENITY CAMPUS
NOV 0 6 2006
DWQ
PROD #
DATE:
OCT 2006
MCE PROD. #
03134--0045
DRAWN
RJL
DESIGNED
EJF
CHECKED
PROJ. MGR.
EJF
ATUS:
t
u&c FU MJMBM
SCALE
CG-502
HORIZONTAL
MAMIM KA13M
NA
VERTICAL-9
NA
of
-a 7. s 7-irk :c i �Tt It tis <114{. q� � f- 1,1 F1�� j.ili rr
N5-r a r,«k l,•ry l�rnl { l
,. , rr, � �'� � �: 1 � �a .? .. r 1 .. -i:l ,1: �%r �t �,t' ;��: rr.i:'t• � .TL