SW8020516_APPROVED PLANS_20061005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 Z O `5 I 1.0
DOC TYPE
❑ CURRENT PERMIT
9 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2yD�, k 0 05
YYYYMMDD

I
PROPOSED POND E
T(4B 44.2.t E E
ENP E41.90 E
< E E E E E E E
I _
E E E < E BF 38.00E E E
t f E f E f E f E E E f TM E38 00 E E
f f
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PONIA- 1� l M ��N�IONS
SCALE I 20'
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1 8" 1 t S INV 41 0 -- SDMH Ni 3 PR0P0SEL. - Cl NO. 4
W/ 5'x10'x18" ED_ RIM 44'_ S HANDRAII RIM 44.0
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INV 'Fl / INV 41.2E
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I'ROPOSEB POt U
- 44.�5 3
r P Y-00- wp
" F 58,00 � NP POSED BUILDING
rl�
8.00 13,568 SF �� SliLI1 FLOOR ELEVATION 45.8
1-0 BE
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f
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NODE ALL ROOF URAIHS `,HAII. BE
` DIRECTED IO PROr1SLD `,IORMWA'TER
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f WA T 3) MR.), lV I (275)
(350`
Y W W
\ +
n S' STREETYARD
OUTLET STRUCTURE CI N0. 3 PROPOSEC
h \ RIM 44.1 AND GUTT
(SEE DETAIL)
/ TSF _ NV 41,35 T F
-18" FES INV 40.8 N /5'S/'7_ F 171.25'
W/5'x10'xl8" E.D. r
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PARK OF C1.17MI W It SECTION 6B
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Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title: Phillip Cl Tripp,
Date: __-
Registration Number: 17374 SEAL
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the properly and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
responsibility For the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature:
Printed Name and Title: Carsten Jensen
Date: 9/1 /06 - - --
-71..,
PARK OF COMMERCE, SECTION 6
(VACANT)
- Cl NO, 1
RIM 44.3
'r• INV 423
N 75.37'25" E 78.11
REVISIONS
p�� Description By
EX. DUMPSTER 4 �) 21
6" E RUDED �� - 204.46' /
CURB 0 BE 56 PAD W
R� 20,500 SF 55 ,5. -� - -� �� =y 364
4536 TECHNOLOGY DRIVE 20,280 SF wa
- - - - - - - TECHNOLOGY DRIVE �a
I
o h
I a EXIST-BUttMNG - - - - 4 966
'a
EX. D.I. / 17,990 SF I \ * \ .*f 216
I RIM 41.95 FINISHEY FLOOR ELEVATION 46.0
ti INV. 40.5 N r,
6jP (TO REMAIN)
DI o RIM N044.4 Iu' 7/ x 45.0 / S \ \ EX. C.I. NO. I /
INV 40.29 m 7 / �Ji^ ) I 4 F-
� as \ \ RIM 43.5 H
�-EX. C.I. NO. , \ 54 I \ INV. 40.78
�a� \ RIM 43.57 0 30,511 SF \
h NV. 40.35 to _ N ;
(TO BE REMOVED) a - 4g I \ \ 4528 TECHNOLOGY DRIVE�j 1 �� \`S•'� / / / 1J
"} SDMH N0. 1 �� / j-
( �> I RIM 44.4 _ g: /
S tx �I INV. 40.29 EXISTING C.I. \
RIM 42.8 / H
EX CONC
\ vs I RETAINING WALL
SS \ - - - - - -tom
5 4-
Qe
�SQ � w } w
Ij,>5 -EX. CURB AND zS� 3 v m � . EX
GU ER TO BE p _ 5 wIZ D
\�\ REIMvED cA\ �WI� 9I� 00
aA�-
/�'�Wig � 112
270 216 I 288
I a gs
--f3-C.�0. 1 �I -I ----- --N S
RIM 43 0- - _ - _I � w
INV. 39.95 i N Rc s o
LO
00.
aysti / N 75-37'25" E \-t,00.00' N 75'37 25 E 95.00
= "2.5-' - _ -
EXISTING D.I.
RIM 42.33
- _- - -- - - - - - INV. 39.48 138.33'
TECHNOLOGY DI
i, (50' PUBLIC RAW)
Qy
312 Co �-
X�/
16
co
\ \ /
DE I
cc
ECETV
to � Ei
SEF(*� 2006 O 1 1
awry Z co � z
' / Rod SGvG 0'�®S/lv w r- w
O O O z
-- - - /x 43.5t � / SITE DA(A ) M ct)
SITE ADDRESS 4540 TECHNOLOGY DRIVE
ZONING
PI) X N
BUILDING USE OFFICE AND WAREHOUSE `� � It C
LOT 54, 55, & 56 AREA 1 -64 ACRES Q. 4,
_ ---- LOT 57 AREA 0.82 ACRES
TOTAL AREA (GROSS) 2.46 ACRES
EEXISTING BUILDING AREA 17,990
PROPOSED BUILDING AREA 1 .:
BUILDING HEIGHT
67 SETBACKS
FRONT ' 15-
SIDE 15'
REAR 1 5'
EX. ASPHALT AREA 31 48_) p� 0u 1III' ur
PROPOSED ASPHALT AREA 7,116 (N CA%�
EX. CONCRETE AREA 2,3
PROPOSED CONCRETE AREA SESsf' �y
TOTAL EXISTING IMPERVIOUS AREA 51,852 Si ¢SEA t
TOTAL PROPOSED IMPERVIOUS AREA 22,452 -
TOTAL IMPERVIOUS AREA 74,304 = S i 17374 a
LOT COVERAGE 69.314
TOTAL PARKING SPACES REQUIRED -+� <<j\FIr��I
LECi-ND TOTAL PARKING SPACES PROVIDED --) (
EXISTING SPACES 43 RE -GO \ \
- - - -32- - - - EXISTING CONTOUR PROPOSED SPACES 1111110,
x 31.0 EXISTING, SPOT ELEVATION STREETYARD AREA REQUIRED 1 `831
PROFOSED SPOT ELEVATION 681.25' - 48' x 25' = 15,831 tt DATE 09-01-06
/ EXISTING STREETYARD AREA PROVIDED I1`§ DESIGN PGT
NOTE: NO WETLANDS EXIST ON SITE ® DROF INLET w/INLET PROTECTION PROPOSED STREETYARD AREA PROVIDED 4,295 SF
TOTAL STREETYARD AREA PROVIDED 15,835 Sr DRAWN JLR
NOTE: THIS PROJECT NOT LOCATED IN A FLOOD ZONE �- �- STORIAWATER RUNOFF DIRECTION LANDSCAPING AREA REQUIRED -
CONCRETE AREA 38,658 SF x .08 = 3,093 SF
NOTE: NO REGULATED TREES ON SITE EXISTING LANDSCAPING AREA PROVIDED C
LANDSCAPING w AREA PROPOSED LANDSCAPING AREA PROVIDED
S I fTl E PLAN
q �T NOTE: CONTRACTOR SHALL UTILIZE EXISTING WATER TOTAL LANDSCAPING AREA PROVIDED
1 Lx AND SEWER SERVICE CONNECTION. COORDINATE WITH LIMITS OF DISTURBANCE FOUNDATION PLANTING REQUIRED I,U56 SF
NEW HANOVER COUNTY ENGINEERING TO VERIFY SIZE, 440' x 20' x .12 = 1,056 SF
SCALE 1'=20' LOCATION, INVERTS, AND CONNECTION FEES. X X TEMPORARY SILT FENCE EXISTING FOUNDATION PLANTING PROVIDED 1,264 SF
PROPOSED FOUNDATION PLANTING PROVIDED 202 SF SHEET 1 OF 2
TOTAL FOUNDATION PLANTING PROVIDED 1,466 SF ----------- --
CAMA LAND USE DESIGNATION URBAN TRANSIT ION 0 `J 1 6 J

aO.
SITE p
�fAit'
tl k 4v
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Co
LOCATION MAP I
N TS
Designers Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover
County Ordinances and Storm Wat esigo an' ."
Signature: �pxo'QtN CAAp
Printed Name and Title: Phial u
Daze: �•tA•OZ ` i+q SEAL
Registration Number: 17374 = 173
'• lli�'^r•�IN�'�
°Op�nn�REGGP`srp�
Property Owner Certification:
ulljlll
"1 (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorizatioa-To-Constnur" any d=rmg grading. construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, 1 (we) accept full
responsibility for the construction and operation and maintenance of the proposed facilities. 1
(We) will not attempt to transfer of this responsibility without the written authorization of
New Hanover County."
Signature: okfl W ly-ia'p
Printed Name and ride: Chris Wilcox Owner
Date: / /
—57R—
PARK OF COMMERCE, SECTION 6
6" EXTRUDED
CURB /
b�
(VACANT) C.I. NO. 2
RIM 43.5 -�
INV. 40.35
&A
SITE ADDRESS:
4532 TECHNOLOGY COURT
WILMINGTON, NC 28405
CONCRETE
RETIANING
WALL
24" STAND
UP CURB
50' TEMPORARY
GRAVEL CONSTR
ENTRANCE
MATCH EXISTING
SITE DATA
GRADE
42 HALT
TOTAL ACREAGE
1.64 ACRES
ZONE
PD
BUILDING
17,990 SF
OFFICE SPACE
8,000 SF
^ 70^
WAREHOUSE SPACE
9,990 SF
PARK OF COMMERCE, SECTION 6B
ASPHALT
31,578 SF
CONCRETE
2,277 SF
REQUIRED PARKING
33 SPACES
WAREHOUSE:
1.5 SPACES/2 EMPLOYEES
10 EMPLOYEES
8 SPACES
1 SPACE/MANAGER
5 MANAGERS
5 SPACES
OFFICE:
1 SPACE/400 SF
8,000 SF
20 SPACES
PROPOSED PARKING
43 SPACES
REQUIRED LANDSCAPING
2,708 SF
PROPOSED LANDSCAPING
2,848 SF
REQUIRED FOUNDATION PLANTING
748 SF
PROPOSED FOUNDATION PLANTING 1,264 SF
BUILDING HEIGHT
20'
—71"
PARK OF COMMERCE, SECTION 6
(VACANT)
N 7537'25" E 100.00'
F TC
20,500 SF
i
4536 TECHNOLOGY DRIVE
i
�y9
75
270
1
D.I. NO. 1
RIM 41.8
INV. 40.5
8' SOLID
'Pb
to
N 75'37'25" E 78.11' A
ni g" Ey
N CURB
REVISIONS
Description I By
V ✓
46
L
LO
C.I. NO. 3LO
RIM 44.0 I
o �; N 75'37'25" E 226.35' TOTAL INV. �1.0
O V L t �y .. m
DUMPSTER ' 2 .TqF
.,�. .. "a .. �.204.
PAD 204.46 / I W
Oy 24" STAND 5 co w O
55 ah• _� _� 364 P CURE rn
20,280 SF °b rn 50' TEMPORARY 63�1 QI
4532 TECHNOLOGY DRIVE se 23' e GRAVEL ^ Z
h CONSTRUCTION
/ ENTRANCE � W O
0 ' 0
o1 x 134
O
966 � N
N Ad
4' 216 � W
• ® / MATCH EXISTING n
o ASPHALT GRADE r , F+I E..l
" w CUT w w
v
18• 3.8 4 SAWCUT AND REMOVE
30' 78 I r,°' EXISTING CURB AND GUTTER
' FOR NEW DRIVEWAY O Z
s 2 • C.I. NO. 4 / F—
A,' RIM 43.5 r 1��-i!! Z ^ Z
•. . �`�' ne SS INV. 40.8 / O
54 ,e. w w;
30,511 SF �, / A A Z c7
g a 4528 TECHNOLOGY DRIVE ® �S, / xj Z
C;EXISTING C.L• { / A1-� V
W W �
� RIM 42.8 / H ram-( H
INV. 39.35�� 9I\/� / 64 YJ
(A
312 C ••
<< Cil
w r �S py� 17.8' 216 / yti` GeV / \ � OD
03
�' ROPOSED / \ \ Z t6
12' A ® 0 M to . Z)16 s 9 F FLUME CONCRETE
.. / O
TYP rO
216 CIO
00 v c^ 1 288 I
� � O� CD
s� ' \ 20' DRAINAGE 11•� O I n
- - - -C.. NO. 1 trr- - _ - C g s• / ' f / /l \ — — — — — — F-1 4-t Z L Cr) A
EASEMENT
r-� t`�z
RI3:0- - — - — -- N TIE INTO - -- R S ,�- — —5 /' / / F+i �"i I I
INV. 39.95 M 1— EXISTING 8" SS L'Y
TSF TSF if$TSF ®CLEANOUT TSF �� TSF ��/� / 0 O O w
-- -x ®f — -X-- ^W^ O 4D O� p� a
R 43.5t / / .4
_ 75'37'25" E 95.00'
RECEIVED o
EXISTING D.I. // 0
,4' INV. 39.48 0 138.33' _ �� / \ AUG 0 12002 0
SAWCUT AND REMOVE - Xp� TECHNOLOGY DRIVE �' DWQ r EXISTING CURB AND GUTTER w • / tans # .0.? 0205/(o
FOR NEW DRIVEWAY j (50' PUBLIC R/W) �
1n
J
m
PROPO DING
17,990 SF
FINISH FLOOR ELEVATION 46.0
160'
�N
to
x 45.0
1n
N
N
0
m
tD
AjPN ROVED 1�aP1zllvrE►
TIE INTO NOW MA ENVIRONMENTAL
EXISTING 8" MAMCOMMISSIONJUL 312002`WATER MAIN piVigATER QUALITYK\A CAR
I
SITE PLAN
SCALE 1'=20'
37
\
_ SEAL
17374
AIZ
�7
LEGEND
I
EXISTING CONTOUR
ejrrrlrull
x 31.0
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DATE 07-31-02
DESIGN PGT
®
DROP INLET w/INLET PROTECTION
DRAWN JEA
�— �—
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(175)
LANDSCAPING w/AREA
( 1
NOTE: CONTRACTOR
SHALL UTILIZE EXISTING WATER
v
NOTE: NO REGULATED TREES ON SITE
AND SEWER SERVICE CONNECTION. COORDINATE WITH
LIMITS OF DISTURBANCE
NEW HANOVER COUNTY ENGINEERING TO VERIFY
SIZE, LOCATION, INVERTS, AND CONNECTION FEES. —
X X —
TEMPORARY SILT FENCE
SHEET 1 OF 2
01104

SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
11. EXISTING SURVEYING PERFORMED BY MICHAEL UNDERWOOD&ASSOCIATES AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT FINAL GRADE.
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, UGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III. FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
CONSTRUCTION SEQUENCE
1. NO CUT SLOPE OR FILL SLOPE SR41 EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE. SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
ALL SLDPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNIT PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE INLET PROTECTION A SEDIMENT FENCE WHEN
IT BECOMES ABOUTO.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
LATE WINTER # EARI"Y SPRING
TEMPORARY GRASSING DETAIL
NO. 2w
PRE -CAST
x
0
m
CrLL
Do
0
01 03
3000 PSI CONC.--L. I��:pp,NN..�:...-...
ORIENTATIONO& SIZES
SECTION
CURB INLET DETAIL
:L CH-BN-2001
PAVEMENT
NTS
3/8" AIRCRAFT
CABLE, CONT-.
ASPHALT
#4 REBAR CAA
5'-0" O.C. x 12"
EXTRUDED CURB
NTS
CLASS A CONC.
ASPHALT 1: "R
"
O
i.
31/8"FZ. tD
PARKING LOT AND INTERIOR DRIVE
NTS
SECTION
Yf" NOC 1 Yf /Ar/�fl,lTT
SEEDING MDRURE L.IEUH¢c11 Nv uu cmm�nY�
;iE= ACTUAL PAVEMENT SECTION.
(Grain)
RATE �/Nml
MTNazart seal Pbnn 120 PAVEMENT SECTION
Korean in Mountains) 50
omn moral,aepsesye when duration W twnpormy caw In not to Diane NTS
Meymst June
SEEDING DATES:
Moweaim - Mow 25W Po Feb. 15-May 15
Below 2500 R: Fel,. 1-May I
Pwarreat - ion. 1-May i
Coastal Ploln - Dec. I -Apr. 15
SOIL AMENDMENTS
or ap
oppry
Fees
of sellb/amt
tests
R�"""'me 7�""5a ice.l-
SPRING -SUMMER
MULCH
PERMANENT GRASSING DETAIL
APPLY 4AW lH/, SRWII. ANCHOR STRAW BY TADON) .TINT ASPHIN.T. NETTING,
OR A MULCH ANCIIOEND TOOL A 06K WITH NINES SET NEARLY SIRNM CAN BE
SEEDING MD( URE
USED AS A MULCH ANCHORING TOOL
i' TINE (h/muml
MAINTENANCE
.
PEN6MSRA B*WOI 50
SUMOA LLTEOFIA 30
RelertBw k qr Is not NMy ad gals Raeeee, ahrllSze and rmuIc No-
COMMON 5 10
aWblNy 10110Aq erasion or ether carnage .
TAIL TESLIE 50
TEMPORARY SUMMER GRASSING DETAIL
SEEDING NDTES
1. WERE A IFA MTEWA E 6 DOMIX ND SWLFA
SEEDING MDRURE
2. USE COMMON BFAUOAMUSS ONLY ON 6OLAIFD 91M WHERE R CANNOT BE-
RIVE DA/eetr)
COME A PEST. BENDD,OIy Nor BE ERACED WITH 5 NI/. COBFmB.FAs
a
GEROM MMIET b
SEEDING DATES
N IHE PIEDMONT AND MWMAiQ A SNAIL-SIOMIFfI SUIDAMGRLSS MAY BE
APRL 1 - JIILY 15
9NBSIIIIDFD A A RATE OF 50 LB/AGRE
SEEDING NOTES
SOIL AMENDMENTS
HOMRN6 - MAY 15-AM 15
APPLY M AND FER ILLIM ACCORDING M 9N. 113M OR APPLY SAW !/awe
PEDMONT - MY I -NAG 15
OROUNO ADMCMRK LUBME AND 50D S/me 10-10-10 FTRMI M
COASTAL PLAN - APR 15-AM 15
SOIL AMENDMENTS
MULCH
POL OW EmNAM1016 GR WON. 1E515 GR APPLY RAW URIACIE GROUND AGMCuL-
TUIVL 1D6TOE AIO TSo lB/AIIE 10-10-10 FTIOEIIFW.
APPLY 4A00 !/aQe 476E 1YRwQt WIEYNFMf COAL a MOWEA 9lDHE
MMpL NNCMMNt Bf TI1.1OD WITH ASPHALT. W04L OR NETIND OR BY CRRFMO
SIN A MULCH MOD TOOL. A VIEW WIN 9dCE5 SET MDALY SENOR CAN BE
MULCH
USED AS A MUOII AN2DED TOOL
APPLY 4.000 LA/ACRE SRMW. ANCHOR SIRE BY TACWM' WARN ASPHALT . MrnvA
OR A MULCH ANCHORING TaUI. A DISK MN NADES SET NEARLY SALVOR CAN BE
� .
USED AS A MILLET ANOIORNIG TOOL
RUMMgE THE FOIAMD APRL OTH 50 Waen MRONL OIO REPERY AS NN
MNNTEHAHCE
RERNM WAY BE OILY ONCE A IAA. METE A IFR APPEAR-= 5
DESIRED. art MOM AND MOM AS GFTEN AS NEEDED.
REnFIIIIIE F GROWTH 6 HOT FULLY AEMME. REED.. AUU MJff AND MIRCN N-
MEDMIELY FAMN' IONOSON OR OWNER DAMAGE.
•' ,L �p
F/Y-gBREN 1 ERAL
PERMANENT GRASSING DETAIL
TEMPORARY FALL GRASSING DETAIL
sEmm MLx1uRE
SEEDING MIXTURE
WE (e%rd
3Emi+4LL.
/��
ABUZZ.
FIESCUE ((.�E]p GR
JOpLVNIL�l
Rye (grain) 120
Y MNVDYID WRREESJ 200
RYE (muso 25
SEEDING DATES
SEEDING NOTES
YN AIRY - ANTE
MOUNTAINS - AIIG. 15-EC. 15
AUGUST - DEMNM
COASTAL PLAN ane PIEDMONT - AUC ,5-DEC 30
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY 111E AND FFRLMlffR ACCORDING 70 SOL IESTS OR APPLY 3AW-541110 4/•
MpL DE LDEV RATE ON SANDY 5DM5) AND
FOLLOW SOIL ON APPLY 2100 l-10 INLAID IARICINLTIINII
UAW b/E.l11 MIOR FEffMI
DTESTS1.0
IA/ESTONE AND 1,000 LB/ACRE 10-10-10 FEAIRIZEA.
'Le p
MULCH
ULLCEAH M
APPLY 4Ap0 61. OUEI SARAN OR EMM CNM W A 0nn 9 ARE
APPLY 4AW IH/ACNE BM W. AICIIOR SIMW BY TA]ONG WRN ASPHALT. NET NG,
OR A MUCH ANCHIOIOID TOOL A OW WIN BLADES BET NEARLY STRAIGHT CAN E
LUM ANCHOR! SMW IN TK10D NN ASPHALT. ROYNG. OR iE71NG ON BY M
�' A MNDN ANOOWD IDOL A oH9W WWx LAMES SET NAEY SMAOO CA
USED AS A MULCH ANCHORING TOOL
E USE) AS A MUCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE
dmppM
stUepen In 1bcN. N W b o'n Fmisdotay. TppOnr dN SO A/aver
to to npermy
iFR1E� /CWIDEIC 10 SOL IESR OI APPLY 40 Ba/was MIIDMII N YMWB
oaassary estsM corer
or Cotn (Mwwtolre) IwpMeao In bb Febue�Aery"ta early MMoron rewl Coastal
GR FEMWM, 40 NI N SUIM BER AND 40 % IN MOLE7�. iROY A 12-4-N
WGMBL AS INS INCREASES STAND LOSES M pEISL ES= FE R LIM
AID MOCK OANGm ARDS MO M MY. MOW TO A HOW OF 2-5-35 NICHES
AS NEEDED.
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
CURB 30' MAX. SPACING
F-4: I �mm
PLAN
1/8-R TOOLED
JOINT
a
1 /2' EXPANSION
JOINT MATERIAL
6- ABC STONE(NCDOT)
EXPANSION JOINT (E.J.)
\-4" ABC STONE
DUMPSTER PAD DETAIL
WOOD OR STEEL STAKE
FABRIC
W/]tU1MGNI
SEDIM
BURIED FABRIC SKIRT
AS DIRECTED BY ENGI
BL
a
7777//
BLDG.-STRUCTURE
f-1/4"x1" DEEP w/AN
1/8"R TOOLED JOINT
ABC STONE(NCDOT)
CONTRACTION JOINT (C.J.)
TEMPORARY GRAVELLED
7
DROP
INLET CONSTRUCTION ENTRANCE
W/GRATE NTS
KE
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON, 5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER. OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -TWAT CONTAINS ULTRAVIOLET RAY AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY S. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
POROUS 7D PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS.
SEDIMENT POOL BURLAP MAY LA USED FOR SHORE -TERM OR 12 INCHES OF COMPACTED SOIL
APPLICATIOMS. IT MUST � REPLACED EVERY 60 DAYS.
2. CLR FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES. USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE.
METAL WITH A MINIMUM LENGTH OF 3 FT. S. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWMSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART. AND SECURELY DRIVE THEM INTO BYPASSING THE INLET. T MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND. APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
TEMPORARY FABRIC DROP INLET EROSION CONTROL
NTS
GA. o
WIRESI
NI
z
r
4
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
I I ANCHOR FABRIC
0 0 ( I AS DIRECTED BI
u u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIZTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
5. STAKE SPACING SHOULD NOT EXCEED 8' WITH WIRE BACKING
AND 6' WITHOUT WIRE BACKING
TEMPORARY SILT FENCE
NTS
SKIRT
ENGINEER
HAND RAIL -SEE
to
0
N
2 #5 CONT. IN
FILLED BOND B
24" MIN.
6"
1
GALV. HORIZ. JT. (V)
REINF. 0 8" O.C. (`
FILL CORES SOLID w/GROUT
0 REINFORCING
0 4'-0" ° 2 FABRIC #4 0 24" O.C.
& NAILED IN Edo 2 1 /2"
#4 0 12" O.C.
­2" CLR.
3" CLR. L-#4 0 24" O.C.
3'-4-
DATE PRINT&
JUL 3 1 2002
REVISIONS
Description By
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r1
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W °
TN
rr/j'1. Qi
i•sell
to Lin
0 1 1
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Wco (o a
/-1 r, � W
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N
rti 0 >S
E-+�5a44�
\\\\\\I(IIII111 AY�AY/
�N ISS�
S E A L
- 17374 -
DATE 07-31-02
DESIGN PGT
DRAWN JEA
C2
SHEET 2 OF 2
01104

b) M
SPILLWAY
INV) 44.10
SDMH N0. 2
-4
RIM 44.7
INV. 41.25
I
I
I r
i
I
I
� I
i
I
I I I
I
I i
� I
I I
I
I
I
N -
18" FES INV 41.0
W/5'x10'xl8" E.D.
LE
W W
W W
PROPOSE9
PO
D
W fino
44.25
"
Y.00*
8.00
"
8.00'
W
W
W
W W
�
W W
W Y
W
1
W 4
W
V
W
W
W W
W
W
. W
W
W
W W
W �
W
♦
W W
y
W
Y
W W
W
W
W
W
Y W
V
W
W W
W
W
v W
V W
J•
W
W Y
W W
W
W
O W
W Y
W
W W
W
W
W
W W
W
W W
W
W
W Y
O
POND DIMENSIONS
SCALE 1'=20'
SDMH NG. 3 PROPOSED
RIM 45 HANDRAIL
INV 41.5
N 75'3�7��
d
P
v
CI N0. 4 PROPOSED CURB
RIM 44.0 / AND GUTTER
INV 41.25
+ -
I I ARc6 I I I I 2 I CURBB
REM
1 �1
I 4
tx �,y0
o_
x U
n
� Ixpl
i PROPOSED BUILDING Xl
13,568 SIF 1 �1
q FINISHED FLOOR ELEVATION 45.8 Ifl
x
EX. SO
TO BE REMOVED
U)
N
N
w
I m k
I
Ir'
, NOTE: ALL ROOF DF'AINS
SHALL BE
'
DIRECTED TO PROPOSED
SYSTEM (ON -SITE POND
STORMWATER
ONLY).
N
NI
-4
a: se:. - J _ • ° ,.° •- - . �a , 'SIDEWALK ' -
O 7 `
HANDICAP
RAMP 's• �5
50' TEMPORARY /
CONSTRLCTION Cl NO. 2
ENTRANCE j 41 2 SR
O
(275)
W ♦ ♦ 'Y I J II
V, _¢Fc� T1�11`TS
+ 3 R.
-sr I AAoc
in 25 STREETYARD -��I N0. 3
UTLET STRUCTURE N
(SEE DETAIL) RIM 44.1
TSF_ INV. 41.35 ___
18" FES INV 40.8 N 75'37'25" E 171.25'
+ W/5'x10'x18" E.D. +
%� A29O
170�
PARK OF COMMERCE, SECTION 6B
No.
/ x 44.2b
PROPOSED CURB
AND GUTTER QD
°
27
Designer's Plan Certification:
REVISIONS
"I hereby certify that this plan has been prepared in accordance with the latest New Hanover No}e Description
County Ordinances and Storm Water Design Manual." 52
Signature:
Printed Name and Title: Phillip G. Tripp, P.E.
Date: 44
Registration Number: 17374 SEAL k
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization -To -Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its LOCATION MAP
agencies which are hereby made part of this plan. As the owner, I (we) accept full NTS
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without the written authorization of 53
New Hanover County." o
W
Signature: o
Printed Name and Title: Carsten Jensen
Date: _9/1/06 i
N7'1 N
PARK OF COMMERCE, SECTION 6 EXISTING 8' SOLID FENCE
(VACANT)
Cl NO. 1
RIM 44.3
INV 42.3
75'3T25" E 100.00' �k N 7537'25" E 78.11' N EX. C.I. N0. 3
RIM 44.0
-�* - -- -- •�[�j n;'i N 75'3T25" E 226.35' TOTAL INV. 41.0
p
BE
EX. DUMPSTE ° '• -�I 21. '
0 56 PAD L-
- 204.46 /
�- 20,500 SF 1 55 ,5` --� �/--� _� 364 w
4536 TECHNOLOGY DRIVE 20,280 SF °� \ >� E a'
\ \
/a`'0 I - - - - - - - - - 4532 TECHNOLOGY DRIVE s� y \ \�
L---------- - /
r-------------- �� ------------- - _ _ _
o ' c
�� �•1 h
h, 159 EXIST-BUitDfNj0 - - - - - � 966 � I �- �
El
EX. D.I. / 17,990 SF , 44. �
1 o RIM 41.95 FINISHEY FLOOR ELEVATION 46.0 \ 1 �216 \\\\ 40
ti INV. 40.5 \ �--1
1 (TO REMAIN) I /
1 � 3.8 � I[T�I
.DI NO. 1
o I RIM 4-4.4 I ° / x 45.0 S \ \ EX. C.I. NO. I -
INV 40.29 r't 7 / `� I RIM 43.5
I x. c.l. No. I
1 1 54 INV. 40.78 rNy O
I RIM 43.57 N `_-- N •° \ 30,511 SF I \ \ F+ /
h* I INV. 40.35 tin N
(TO BE REMOVED) o - - -4s- \ N I ; - \ \ r,18 TECHNOLOGY DRIVE 10 f ' 7 / C)
SDMH NO. 1 I \ / IO,o
A I RIM 44.4 �\ ,_ m %
a I INV. 40.29 l i \ X EXISTING C.I.
\ RIM 42.8 E .._ O
\ YS I RETAINING WALL I e�� \ INV. 39.35
-EX. CURB AND �S\ Qwl> >I216 O
II>wlm(DODl
1-11
� I
O BE z�
RE VEDm
62
NINice.PRO X I� /NO�RoANVIMo-
1�6\
9 . 1W I I I I I I 1 \10 %� NAGEM Co ISSI®NC I n28 D� wo
I IorQG 12 I I I UALITf � j(�6 �,� N
I a I 4S � � '�4� / / �� � "/ / ��i �/ 6
ti �- ti / RELIVE
�o. 1 UI I I - - - - �A / 66 \ o I I
RIM 430---- ---I- Ld --- S _ � / +� z
\\\ INV. 39.95 �IM I i- I C �S 9+ SEP 0 5 2w
�So o f / / 006 w
- -
O O O
- _ _ _ - \ CU w
N 75'37'25" E V,00.00' M N 75'37'25" E 95.00' -� x 43.st SITE DATA PROJ �e ��ZU S�(O nQn 4 O�
SITE ADDRESS 4540 TECHNOLOGY DRIVE H a
/ ZONING PD
EXISTING D.I. N
�- r- BUILDING USE OFFICE AND WAREHOUSE
/
RIM 42.33 z1a LOT 54, 55, & 56 AREA
INV. 39.48_ ? Of 138.33' - LOT 57 AREA 1.82 ACRES [-I ter~ p
TECHNOLOGY DRIVE TOTAL AREA (GROSS) 2.46 ACRES
w�ro ' BUILDING AREA 17990 SIF
PRIOPOSED STING BUILDING AREA 13,568 SF
1, (50' PUBLIC RAW) / \ BUILDING HEIGHT
67 SETBACKS 20
FRONT 15'
SIDE 0' Q
REAR 15'
EX. ASPHALT AREA 31,482
69 PROPOSED ASPHALT AREA 7,176 F %
DATE PRINTED
EX. CONCRETE AREA 2,3 .......
68 SEP 0 1 2006 PROPOSED CONCRETE AREA S
TOTAL EXISTING IMPERVIOUS AREA 51,852 SF
TOTAL PROPOSED IMPERVIOUS AREA 22,452 s E A L
=
TOTAL IMPERVIOUS AREA 74,304 =� 17374 Q
LOT COVERAGE 69.34 =Z '•• tL
TOTAL PARKING SPACES REQUIRED - %`�j' •ir1` ��:
LEGEND TOTAL PARKING SPACES
EEXISTING PROVIDED
43 'AcREGORy
- - - -32- - - - EXISTING CONTOUR PROPOSED SPACES err i n n n "c
x 31.0 EXISTING SPOT ELEVATION STREETYARD AREA REQUIRED 1 31
PROPOSED SPOT ELEVATION 681.25' - 48' x 25' = 15,831 DATE 09-01 -06
EXISTING STREETYARD AREA PROVIDED 1 DESIGN PGT
NOTE: NO WETLANDS EXIST ON SITE ® DROP INLET w/INLET PROTECTION PROPOSED STREETYARD AREA PROVIDED 4,295 SF
TOTAL STREETYARD AREA PROVIDED 15,835 SF DRAWN JLR
NOTE: THIS PROJECT NOT LOCATED IN A FLOOD ZONE �- STORMWATER RUNOFF DIRECTION LANDSCAPING AREA REQUIRED
CONCRETE AREA
"' -• + s 38,658 SF x OS = 3,093 SF
NOTE: NO REGULATED TREES ON SITE EXISTING LANDSCAPING AREA PROVIDED 2,84b St
SITE PLAN (175> LANDSCAPING w/AREA PROPOSED LANDSCAPING AREA PROVIDED 473 SF C
T NOTE: CONTRACTOR SHALL UTILIZE EXISTING WATER TOTAL LANDSCAPING AREA PROVIDED 3,625 SF
AND SEWER SERVICE CONNECTION. COORDINATE WITH LIMITS OF DISTURBANCE FOUNDATION PLANTING REQUIRED 1,056 SF
NEW HANOVER COUNTY ENGINEERING TO VERIFY SIZE, 440' x 20' x .12 = 1,056 SF
SCALE 1'=20' LOCATION, INVERTS, AND CONNECTION FEES. - X X - TEMPORARY SILT FENCE EXISTING FOUNDATION PLANTING PROVIDED 1,264 SF
PROPOSED FOUNDATION PLANTING PROVIDED 202 SF SHEET 1 OF 2
TOTAL FOUNDATION PLANTING PROVIDED 1,466 SF
CAMA LAND USE DESIGNATION URBAN TRANSITION 05163

�2X4 WOOD FRAME
el
KE
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
6. PUCE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS. IT MUST BE REPLACED EVERY 60 DAYS.
OR 12 INCHES OF COMPACTED SOIL
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 2x4-INCH W000(PREFERRED)OR EQUIVALENT
OVERLAPPED TO THE NEXT STAKE
METAL WITH A MINIMUM LENGTH OF 3 FT.
S. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART. AND SECURELY DRIVE THEM INTO
BYPASSING ON THE THE Fr MAY SIDE E NECESSARY TOO TEMPORARY BUILD A TPORARY
O INLET.
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
INLET EROSION CONTROL
VARIES (6'-B' MIND
AS-15IR- 9YY­__I7N_C
12-1/2 GA. of m
MEDIATE WIRESI LL
M7
�
w
J
0
0
o
a
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
Ac niorrrrn I curvurro
M p
L� u
NOTES.
1, FENCE. FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH, FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
�.
COARSE AGGREGATE ti
1
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
MMIH. . RING h
14H05I0C 5
A IK
L 18" RCP
0.5' I.D.-
STEEL PIPE
1,6�1, 4'-0' 4
PLAN
GALV. BAR GRATING - 1" x 1/8" BEARING BARS SMAX OPENING 4•1.
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4 x 1-1/4" x1/4
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE.
11
PLAN TOP OF BANK
lAln
PRECAST 4' RISER RING rFNIT5WDHI
1.
���D WTjIII"Lt2" OC 18" RCP
A
WEIR INV 42.35
ATTACH GALVANIZED WIRE
CLOTH 0 ER SMALL DIAMETER
ORIFICE (8 MESH .020 WIRE)
1
SITE
WORK NOTES
REVISIONS
MINIMUM 10'
6' VEGETATIVE SHELF
TOP OF BANK EMBANKMENT
EL 44.25 COUNTY FLOOD POOL EL. 43.65
1.
2.
3.
4.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN UMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
Noj
pate
Description
By
STATE FLOOD POOL EL. 42.3
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
NORMAL POOL
- Z
NORMAL POOL EL. 41.0
6.
7
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EL. 41.0
1,6"1 4� I
5 3/4 TEMPORARY BOTTOM 38.0
SECTION A - A GRAVEL
FILTER p
3•-3' MIN. 3'-1 30' MIN.
CONC-UH BLOCK! MH RINGS
11
SECTION
STORM DRAIN MANHOLE DETAIL
BOTTOM OF
SPILLWAY EL.
iiuwl
A'04.IN Off.
4.0.. .:
PLAN
SECTION A - A (AIIRAFl 100 X
APPROVED EQU
ENERGY DISSIPATOR
ED
DETENTION POND OUTLET STRUCTURE �o
NTS
03
DF BANK EL. 44.25
701
YL J
U�
mu)
NCDOT TD. NO.
0 2"
APPROV�DOERR QUAL�
PRE -CAST
1�
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FlLL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
1 6
B.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
FOREBAY 3
1 MAIN POOL
9.
PROPERLY PERMITTED FACILITY AS REQUIRED.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
BOTTOM EL. 38.0
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
3 1
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
3 BOTTOM
* POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 38.0
TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED
10.
11.
12.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL
EXISTING SURVEYING PERFORMED BY AND SUPPLIED BY THE OWNER.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
WITH WETLAND SPECIES I.E. COMMON THREE
SQUARE, DUCKWEED, PICKEREL WEED, PONDWEED,
SEDGES, SMARTWEED,WATERWEED &WILD CELERY
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
13.
14.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
ALL PVC UTILITY MANS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
DETENTION POND & F O R E B AY SECTION
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SWILL BE THE RESPONTIY SIBIL
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SFIAl COMFORM TO NCDOT STANDARDS INCLUDING
NTS
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
FRAME AND GRATE
DEWEY BROS. MODEL CH-BN-2001
OR EQUAL
r-ASPHALT PAVEMENT
3000 PSI CONC.--L 4gg�EEL(.qq•NN}:;�
ORIENTATIONO& SIZES
SECTION
CURB INLET DETAIL
EL. 44.25 NTS
---- EL. 44.10
3
3
EMERGENCY SPILLWAY DETAIL
WHERE RUNOFF IS
AWAY FROM CURB
SHALL SLOPE AWAY
CLAS;
ASPHAL
DRAINAGE AWAY FROM CURB
DRAINAGE TOWARD CURB
CURB SECTION
NTS
BROOM FINISH PERPENDICULAR
TO PEDESTRIAN FLOW DIRECTION
PLAN
4• SIDEWALK
3000 PSI ,
CONCRETEI
exe-10/10 W.w.M.J L
SECTION
WHEEL CHAR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
wm-
CURB
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
l
Y
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
SEE PLAN FOR PIPE 1 I
ORIENTATIO
19.
USE WHITE LANE MARKING PANT FOR ALL PAVEMENT MARKINGS. PANT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
r1r,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20.
DUCTILE IRON SHALL BE CLASS 50.
I
21.
CONCRETE FOR WARS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
CASTING
NOTE: USE DEWEY BROS.
22.
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
FIELD TESTING SHALL BE
11I
I
DONE BY AN INDEPENDENT TESTING LABORATORY PAD FOR
- 1
BASINS ANDFCH-B 1-47
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
r
FOR YARD INLETS
PAD FOR BY THE CONTRACTOR.
W
CONC. COLLAR
CONSTRUCTION
SEQUENCE
cf)
O
PLAN
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
RY RUN O 3 FEET (I VERTICAL TO 3 HORIZONTAL).
CONIC. COF
2.
NO SEDIMENT WILL BE ALLOWED TO IXTI THE SITE ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
ASPHALT PAVEMENT
ELEV VARIES
3.
INSTAL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT
NOT UNITED 1. GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION. V
ZMASONO
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAN.
BRICSILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL�5. IF APPUCABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER4• FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPSDURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROMO3000 .,- , ENTERING STORM DRAIN PIPING. O
-•• '. =-•-:- 7. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
�N �N SOON AS POSSIBLE BUT NO LATER THAN 21 CALENDER DAYS AFTER DISTURBANCE. 7
TRAP D FOOTHAVE
SA h ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 21 CALENDER DAYS. o f7'
SECTION LEAVt OPENING TI SHOWN 10. MORE STRINGENT EROSIONMAJNTAIN ALL CONTROL
OMAY BE REWIRED TO HALT EROSION IIF�THOSE ON THIS (-
PLAN PROLE TO BE LESS EFFECTIVE.
DROP INLET DETAIL 11. f
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. F-I
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
NITSALL
REQUIREMO
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. �1
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVER( RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN 1 r1
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL L .J
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. 157 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. ,r
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE INLET PROTECTION & SEDIMENT FENCE WHEN
IT BECOMES ABOUTO.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER. o
S. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
2" TYPE 1-2 (NCDOT) LATE WINTER & EARLY SPRING
-8" ABC STONE (NCDOT) TEMPORARY GRASSING DETAIL /1
SEEDING MIXTURE F-+ i O
SPECIES RATE (lb/acre) 111"
Rye (?rain) 12000
PVT Teepaeeza (Kobe in ' {�
P'ietlm«rt one Coastal Plain, vCQ
Korson in Mountains) 50
omit annual 1..p.4.xa .hen 4aouen a wnpa.ry tors Isnot to extr,4 (�
b"WW JIw
SEEDING DATES: I�
II.aRO.Y. -Nor T500 R Ftl 15- 15 r•"'I
PAVEMENT SECTION
MAY VARY
Bala. MOO m Feb. I-Mq 1
G
DEPENDING UPON FIELD
CONDITIONS.
Rih m - Jan. $-Noy 1
c...eal Plain
S
CONTRACTOR SHALL COORDINATE
- °` , .P. 15
4
w/OWNER & GEOTECHNICAL
SOIL AMENDMENTS
W
ENGINEER TO DETERMINE
Fab.
Q)
ACTUAL PAVEMENT SECTION.
rpan.nmua. 1mM «apP1y Z� °/� amW.a
tw WneMone DIM 750 Ib/«r. 10-10-10 re BLa.
PAVEMENT SECTION PERMANENTGRASSINGDETAIL MULCH � L j a
APPLY 4,000 Ll)/ACRE STRAW. ANCHOR SRMW BY TN7(WG WITH /SRNLT LERNG
NTS
SEEDING MIXTURE
W A MMfN ALCHpINO TOOL. A DISK WIN BLADES SET NEARLY SIRNpR Gw BE
0
I
SPECIES
RATE (lb/acre)
USED A5 A HUMAN AM210M6 TOOL
i-O
Z
co
z
SOM MSP
b
MAINTENANCE
w
CD
l�
w
COMMON anninla m
To
�._t
I
I z
��
eo
RskrWhemfwtM . and midi Inn-
"uq .. fu
A.4
tf ouwa4s**U. wRwe•a.
FAA
O
0
0 z
SEEDING NOTES
a
,�-1
a
TEMPORARY SUMMER GRASSING DETAIL
L NETS A NFi1T APPFM 6 . Olaf E
,�+��I
r•I
K
M
C uEE PEV. B
mLE A PEsr. EAWIDRa1L45
ONLY ON TES
ONLr ON sOAEm ON WISE R rumor DIE-
wr DIE REPLACED WON s Mwx. mTlsmmus
SEEDING MIXTURE
,n
NOTES:
SPECIES RATE (lb/acre)
~!
o
1.
SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE
SEEDING DATES
11 LBLJET ea
�_ r- 1
O
>
2.
3.
CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
AP1a I - JLLY 15
IN THE PWINOLR AND MOU FAM A BWNL-SEEMED SINnVIfAA'S WY BE
SLI MnM AT A BATE a 50 LB/AwE
H�
4
Q
(zI'
4.
THICKEN SIDEWALK TO 6' IN LAST 3' WHERE R ABUTS PAVEMENT
SOIL AMENDMENTS
WITH NO CURB.
SEEDING NOTES
5.
1/2' EXPANSION JOINT (EA) REQUIRED AT 30' MAX. AT SIDEWALK
APPLY ALE AID FERRIZER ACCOM O To SOL TESTS, OR APRY 3,ODo a/m.
MOUNTAINS - MY 15-,lac. 15
JUNCTIONS, AT STRl1CTU ES, AND AS NOTED ON SITE PUN.
G O = A KM7tK LIMESTONE AID 5110 6/«a 10-10-10 PER Nam
PEpgLrt - MY I -AM 15 10
6.
PROVIDE A LAYER OF 15# BLDG. FELT BETWEENWALK AND ADJACENT
COOKPLAN - APR. 15-NOG. 15
PARALLING CURB OR STRUCTURE
7.
REINFORCE w/6x5-10/10 W.W.M.
MULCH
SOIL AMENDMENTS
30' MAX. SPACING
APPLr 4L00 oae GRIN SnA EDURMI ENT mAER OF ANmFEII SUITABLE
MUAL 6r 7AGIIC WIN ASFMLT. ROWSL OR KEIIEIG 1N BY CFYwIC
FOLIOS IECOK.1DaTDta a SON. TESTS OR APPLY 1.,� /Afire: IWxNa x x:,O
TLML LIMESTONE AND 750 LB/ACE 10-10-10 1`1311 .
RON A MMfN ANCHDIMC law. A DISK Will RAM SET MFNLY SIRMNNf CAN E
I= AS A MLLG1 MCHOR q TOOL.
MULCH
MAINTENANCE
APPLY `S "�""�BY WOODS NLV`T
ALLL LB/ACRE MO. Ao K WITH WADES SETY 5Ra'r.N
- -
.
. v
' i '-
t. , _
- •- i • a'
l
. • -. -� _ ' - "a
- J - -
IW On IB THE mUOWWm APRL WITH 50 °//oa. MTRDGDL REPEAT As 1maWM
EaME4 MW E HOED ONLY ONCE A WAR W/EEE A NFAT APPL4R*M 6
USED AS A MUCH NOMR•6 TOOL
\\�` �C ` CAAR� / /ice
'
D TE 01 06
OEM OIWr SERII>FA Am LI N AS OATEN AS M=
MAINTENANCE -�
REFERTIM IF GROWTH 6 NOT FULLY ADEQMTE RESEED. RERFRUtF A10 YUpI
LEMAMY FOLLOWS EROSION OR OVER DNAYE
ESSI '
: • [ '•
S E A L -
FALL -WINTER
•:. DATE PRINTED
PERMANENT GRASSING DETAIL
= o : L -
17374
SEP 0 1 2006
SEEDING MIXTURE
TEMPORARY FALL GRASSING D 1
= `•.•
� l/_4 '
SPECIESIIALL FESCUE(BLE� RATE (Ib/oars)
OF TWO °'
SEEDING MIXTURE
'� A
�''%,,AcRE
samiI w mm ROD
SPECIESRATE lb/acre)
R,
) l
IGO
PLAN BIDc.-STRUCTURE
SEEDING DATES
SEEDING NOTES
ANMARY _ N4BL
ALUM- aEcrAmm
09
MOUNTAINS - AUG. 15-DEC. 15 A
JOINT TOOLED 1/4'R DEEP wOIN SOIL AMENDMENTS COASTAL PLAN ,.W PIEDMONT - AUG. 15-DEC 30 DESIGN PGT
JOINT � �1/9'R TOOLED JOINT
APPLY LEE NO FVfIsIOR ACCtlONC TD SOIL TESTS, a APPLY 3Jsm ,OOD °/oa. SOIL AMENDMENTS
- . - `.. - • '•-_ - - - -a' 1,W0 y 1 MARL ID FERnLr Lnwm RATE ax svm saEs) WIAo Aaa110-10-1E FBML AUo DRAWN JLR
O°a fTx11PN SOIL TESTS OR APPLY 2,000 LB/AqE CROWD ALP,n;lailuHAL
' - • - '= - - - - - - - LAESTOFE AND 1.000 LB/ACE 10-10-10 FmnJurz
`..- MULCH
APPLY = ar DIEM= Saes W FDUMWBTR COVER DIP AIHE" OR MULCH
JOIN EXPANSION / /6' ABC STONE IS WO �SIMW W FACING PAIR ASPIWT, MADIS OR TILTING IR IN Cm APPLY 4.OD0 LBIAC E SIRAw. ANCHOR STRAW B1 TACKING WITH ASR T. SETTING.
JOINT (ARTERIAL J STONE(NCDOT) E E AS A MAOF NFIOIC TOOLD61! WM 9IDF5 SEf NFNiY SIWJWT F111 W A MUCH NLfJgRNO 100E A DISK WiN BLADES SET NEARLY SIRNOM CW EC 2
6' ABC STONE(NCOOT) USED AS A MULCH AfIWOMIC Tow.
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.) MAINTENANCE MAINTENANCE
FanSIDEWALK JOINT DETAILS F N3PTEMBERANDQbIN NDdlem °."ROM IN FROMA12� nIn NN°�ry �tant b.ptl SHEET 2 OF 2
if-4-A OR SLIBLM 1UW FERLEIML MOD FORTILOR APPLICATIONS MM Jan V% aural .mt 50 n/aoR. Kobe (Piss. DINT rmy ;161
NTS WM WEATHER FERTILIZE 7HS NEWASES WAND LOSSES TO DISEASE RESEED.FERTILIZEorr
E Hanson (Ewxnmu.) 1rp.tlnM s in MF bnmmy
AM 1® DW//aD AIDS MUMTELY. MOW TO A HEIGHT of 2.5-35 OEMis 05163