SW8060416_APPROVED PLANS_20060517

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

l i . i.�. .�f�.•. '- -.t !LJ,' l-, ''', ij J-' .... L! .. i .yam.
PI
SHEET INDEX:
SITE DEVELOPMENT PLANS FOR
CO COVER SHEET
Cl EXIST'ING CONDITIONS & DEMOLITION PLAN
C2.1 SITE LAYOUT PLAN
C3 GRADING, DRAINAGE, & EROSION CONTROL PLAN
C3.1 DRAINAGE AREA MAP
C 6 STORMWATER DETAILS
C7 EROSION CONTROL DETAILS
191011109 1
NEW'HANOV R COUNTY
NORTH CAROLINA
APRIL 2006
PREPARED FOR:
DANNEN PROPERTIES, LLC
1515 Chestnut Street
Wilmington, NC 28401
VICINITY MAP
NOT TO SCALE
PREPARED BY:
N O 1 N E E R R N G, 1 N
127 Racine Drive, Suite 202
Wilmington, North Carolina 28403
[phone] (0) (910) 7634517 (1-)
a.,
P
ARK
NOTICE -REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA
OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS
PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
CITY OF WILMINGTON (WATER) NEW HANOVER COUNTY (SEWER)
ATTN: BILL JUSTICE ATTN: JAMES S. CRAIG, PE
PH: 910-341--7884 PH: 910-798-7139
CAROLINA POWER AND LIGHT
PH: 800-632-4949
N.C. NATURAL GAS CO.
PH: 910-763-1636
EMERGENCY DIAL 911
o� FRs'Io ��y
(IVIo ;
A, ! U
BELLSOUTH
PH: 910-392-8712
TIME WARNER CABLE
PH: 910--763-4638
POLICE - FIRE - RESCUE
PEI JOBS€: 06102.PE
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H
WOOD DUCK FOREST
SECTION 2 I
M.B. 34 PG. 67 1
ZONED: R--15
1 4 3O' DRAINAGE EASEMENT V
z
�IZ
N /F
G. & SM LTD
D.B. 2479 PG. 498
ZONED: 0&1
04 111 ► ac
24' CMP \
INV=20.80'
90 —ZS- _ _ __------- -- _ _ _ ___ POUR
0 (A_ _ _ _ _ _ u 1 /
24 _—_— — _�� _ -- _---------_ -- -- ._ ------------- —---�_—_ _ r
I S26"10'29*W -'/ — — — --- ----�-24-- =— — — _-23 22= = — — — —� � — — — =22= — =22= = — _ _ _ 2b � _ =22=_= =22=�= -- — =22_ _ — v — — — ~` �` — — - Rl�t=25.36'
_ -=�Z= _ -- Yc�---- --- _ _-_-_ -- /
....... r..�r. .r ... sw ... _ (7 —2�-- — �7 _ =r 3— IN4--20.46'
wre �� wr i `iYi �.—tilt �'—s---�- - w�' ti! ".'if—� dw -" �Y iM��— Jtlr� - .—� .=yr.- —
150.18' ,2 - - ` �f"""'" - - I _ - I 659.83' 0 \- �_--_ _- ==---'_r"'
t130SF CONCRETE SLAB
/ < { o TO BE REMOVED
s 7 r1 _ T x
I jI
CIA
t960SF BUILDING / � � � I � � � /`•r�
TO BE REMOVED ! /
LL
ID
_ ` �If I � � X
�TO BE R �121,472 SF x �\ ` n n {-------- _---25----- ' 2.79 AC \ ¢a �5 n ` � 6M, 60) NAIL T r
r r
imx
oZONED: 0&I x \1
YN POWER POLE
\ V= 24.00
to
O�O0 �
go
' a
I{ 1 - alp O O \`� 0 r O O r`~�/ _ 0 '� N—'�JN (` r f� POWER i f
I { I N2675'53"EOLb { { 4 f�� g o o /N !!N CATCH BASIN
RIM=24.21'
/ N % ENV=20.2' i
N /F
IOSCAR W. DAVIS, JR JU Y G. PHILLIPS G. BURRISS Q `` I
APPROXIMATE LOCATION
I D.B. 128 PG. 1760 s a OF EXISTING 8' CITY OF
DAVIS
D.B. 1188 PG. 720
ZONED: R-15
1. CONTRACTOR TO COORDWAiE WTH THE OWNER TO PROPERLY MAINTIM OR RELOCATE
EXISTING SERVICE WKC71M WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO 006I MT NEW SITE IMPROVEMENTS ILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE CONSIDERED UNCLASSIFIED EXCAVATION.
3. DOXIL TON SHALL INCLUDE BUT IS NOT UMMM 10 THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, OpNCt I DITCHM FOUNDATIONS, SLABS, STEPS. AND
STRUCTURES ABANDONED UXnl1 % BUILDINGS. PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW WROVEMENTS AND WINN THE LIMITS OF CLEARING AND GRADING AND
AS S OVM ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY. STRUCtTRES AND UTLMES
ON 1HE PROPERTY ITT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS IE TO THE
CONTRACTOR'S ACTIVIT" SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, IELEPFIm, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING
WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS, A
PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING COW i'nW TION AND ENDING WITH A
PHOTOGRAPHIC RE(X>RO OF THE DEVELOFNENT AS IT APPEARS AFTER OEMIOUTION. THIS RECORD
STALL BE DELIVERED TO THE OWNER.
1. EXISTING CURB AND GUTTER. UGHTS, SIDEWALK, AND UTILITIES NOT 111T; M FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMO -ION.
>L ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE QEMIOU:M SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
10, PROVIDE SMOOTH SAW CUT OF EXISTING PAV0aA CURBS AND QJTTERS AND SIDEWALKS TO IE
DEMOLISHED.
11. ALL DF]IOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITMI LOCAL STATE AND FEDERAL
WALAT04S AS WELL AS OSHA REGULATIONS.
11 EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. KFORMAIION CONCERNING UNDERGROUND UlIUTIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ILEVAMONS OF THE MAINS BY DIGGING
TEST FITS BY HAND.
1) EXISTING CONDITIONS TAKEN FROM A `SURVEY EXCT.USIVELY FOR OANNEN PROPERTIES"
BY CAPE FEAR SURVEYING SERVICES, DATED JANUARY 19, 2006.
2) DATUM IS NGVO 29
3) INS LOT IS NOT IN A FLOOD HAZARD AREA ACCORDING
TO COMMUNITY -PANEL NO. 370168 0090 E
ZONE: C DALE SEPTEMBER 3, 1992
ZONED: R-15 4 ! WILMINGTON WATER MAIN
r7
LEGEND
I.P.S. OR I.R.S.
0
E.I.P. OR E.I.R.
0
C.M.
El
C/L
R/W
P.K.
A
E
----24--
tm_
= IRON PIPE OR ROD SET
= EXISTING IRON PIPE OR ROD
= CONCRETE MONUMENT
= CENTER LINE
= RIGHT OF WAY
= P.K. SURVEY NAIL
= NON--MONUMENTED CORNER
= EXISTING CONTOUR
= EXISTING CATCH BASIN
- = = ._ = EXISTING STORM SEWER
0 = EXISTING TREE
= EXISTING TREE TO BE REMOVED
GRAPHIC SCALE
30 0 15 30 60
1 Inch - 30 Feet
FINAL DESIGN— NOT RELEASED FOR CONSTRUCTION
COMMENT:
CONCEPTUAL LAYOUT.
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
'
j l0 1U 4
w w =
127 Racine Drive, Suite 2Q2
Wilmington, North Carolina 28403
[phone] (0) [phone] (F}
CLIENT III-ORMATION.
DANNEN PROPERTIES LLC
1515 CHESTNUT STREET
WILMINGTON NC 28401
EXISTING CONDITIONS
&DEMOLITION PLAN
FINER ROAD OFFICE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
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OFORMATION
DATE: � 1�i�
SCALE: 1 - 30`
DRAWN' JJRRB
CHECKED: RPB
REI JOBF: 06102.00.WL
T ,f .' 1 f i 7,r + 1 = 5 } r

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5
I�
30' DRAINAGE EASEW T w
U
Co
N Cn
m �
S2610'29•W
r�
EASEMENT
4879 PG. 768 I
IHC SIGN (TYP.)
N/F
OSCAR W. DAMS, JR JU Y G.
DAMS
D.B. 1188 PG. 720
ZONED: R-15
CURRENT ZONING:_ 0&I OFFICE & 114STITUIIONAL DISTRICT
MAXIMUM BUILDING HEIGHT- 40 FT. (ACTUAL' 14'-6")
MINIMUM INTERIOR LANDSCAPE ISLAND: 144 SQ. FT.
MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
PARKING: OFFICE 1 SPACE PER 400SF MIN.
SITE INFORMATI
MINIMUM LOT SIZE
15.000 SF
48,093.90 SF (1.104 AC)
MINIMUM LOT WIDTH
90 FT
150.17 FT
SETBACK STANDABUS
REQUIRED
PROMDED
MINIMUM FRONT YARD:
25 FT
25 FT
MINIMUM SIDE YARD:
25 FT (2.75 x BUILDING HEIGHT)
40.0' (14'-6" BLDG HT.)
MINIMUM SIDE YARD:
10 FT (08d)
15.0'
MINIMUM REAR YARD:
30 FT (3.73 x BUILDING HEIGHT)
54.0' (14'-6" BLDG HT.)
LANDSCAPE _BUEEERS
REQUIRED
EEOMDED
MINIMUM FRONT YARD:
10 FT
10 FT
MINIMUM SIDE YARD:
0 FT (ADJACENT TO 08d)
0 FT
MINIMUM SIDE YARD:
20 FT (ADJACENT TO R-15)
20 FT
MINIMUM REAR YARD:
27.0 FT (ADJACENT TO R-15)
27.0 FT
FOUNDATION PLAU ING
REQUIRED
PROMER
MINIMUM FRONT- (BLWS. B, C, D)
(122'-0" x 14'-V x 0.12) = 212 SF MIN. 608 SF
MINIMUM FRONT: (BLDG. A)
(60'-O" x 14'-6" x 0.12) = 97 SF
MIN. 231 SF
MINIMUM SIDE: (BLDG. B)
(61'-O" x 14'-6" x 0,12) = 106 SF
MIN. 242 SF
51,TE REQUIREMENTS:_
TOTAL BUILDING AREA 25,868 SF
BUILDING HEIGHT 14'-6"
REQUIRED PARKING 1 SPACE PER 400 SF MIN.
TOTAL REQUIRED PARKING 65 SPACES
PARKING RATIO 2.5/1,000 SQ FT
PROVIDED PARKING:
TOTAL PARKING: 65 SPACES PRoV`IDED - 65 REQUIRED
PARKING RATIO: 2.51/1,000 SQ FT
HANDICAPED SPACES: 6 PROVIDED, X REQUIRED (VAN ACCESSIBLE)
LANDSCAPE AREA: 0.08 x 28,289 SF = 2,263 SF (2,393 SF PROVIDED)
PARCEL INFORMATION:
MAP BOOK 37, PAGE 353
DEED BOOK 4671, PAGE 777
PARCEL ID# R07600-002-012-000
61
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24' CHIP
INV=20.8W I + I
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ROPOSED
LOCATION OF
c i
DUMPSTER
C45m
GENERAL NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A SURVEY PROVIDED BY
CAPE FEAR SURVEYING SERVICES, DATED JANUARY 19. 2006 OF 2.8 ACRES
LOCATED IN MASONBORO TOWNSHIP, NEW HANOVER COUNTY, NC.
Z ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL., STATE
AND LOCAL CODES.
3. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
4. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
5. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
6. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
7. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND / OR MATERIAL
DUE TO CONSTRUCTION OPERATIONS.
& THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
9. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE 'CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
10, FINISH WALK AND CURB ELEVATIONS SHALL BE V ABOVE FINISH PAVEMENT GRADE
UNLESS NOTED DIFFERENT ON PLAN.
11. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
1Z ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER
AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH
THE SPECIFICATIONS.
13. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO FOLLOW NCDOT SPECIFICATION SECTION 1087
FOR PAINT COMPOSITION PAVEMENT MARKINGS. SITE CONTRACTOR TO APPLY TWO COATS,
14. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
15. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
N26'25'53"E
GRAPHIC SCALE
30 0 15 30 60
1 Inch 30 Feet
16. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL'
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
17. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
18. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
19. ALL PARKING LOT DIMENSIONS ARE FROM FACE OF CURB.
20. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
21. LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS
NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND
AT ENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.
22. SEEDING TO BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
2& ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
24. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
25. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
26. SEE LANDSCAPING PLAN FOR PLANTING SCHEUDUL.E, LAYOUT AND DETAILS.
27. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
SURVEY NOTES:
1) DATUM IS NGVD 29
2) THIS LOT IS NOT IN A FLOOD HAZARD AREA ACCORDING
TO COMMUNITY PANEL NO. 370168 0090 E
ZONE: C DATE: SEPTEMBER 3, 1992
WETLANDS:
I. NO WETLANDS EXIST ON THIS SITE
RIM=25.36'
INV=210.46'
1
I PROPOSED
fI TURN LANE
SEE TURN LANE
t I DESIGN PLANWIT
III ICI
�I Q
Z I z I..
II I I
II I I
5' I I
� I
CATCH BASIN
RI1=24.21'
INV=20.2'
I I
LEGEND
I.P.S. OR I.R.S. 0 =
IRON PIPE OR ROD SET
E.I.P. OR E.I.R. © =
EXISTING IRON PIPE OR
ROD
C.M. ° =
CONCRETE MONUMENT
CA =
CENTER LINE:
RAW =
RIGHT OF WAY
P.K. A =
P.K. SURVEY NAIL
o =
NON-MONUMENTED CORNER
-Q- =
HANDICAP SIGN
o =
PROPOSED DIRECTIONAL
ARROW
=
PROPOSED LANDSCAPE
AREA
=
PROPOSED CONCRETE
=
PROPOSED FOUNDATION
PLANTING
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
COMMENTL
PROJECT ST US
CONCEPTUAL LAYOUT:
PRElA NdARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
T
- N
0 ;
N . I N < < „ 1 N 0. 1 N C. i
127 Racine Drive, Suite 202
on North Carolina 2844
[phone] (0) [phone] (F) 3
CLIENT INFORMATION:
DANNEN PROPERTIES, LLC
1515 CHESTNUT STREET
WILMINGTON NC 28401
a
SITE LAYOUT PLAN
FINER ROAD OFFICE PARK
NEW HANOVER COUNTY"
NORTH CAROLINA
sEl�•�`�H C�{J?O�sy�
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by '�
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DRAWING INEQRMATIONDATE: 04 8�
SCALE:
DRAW JRg
CHECKED: RPB
REI JOBS: 06102.00.WL
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1- - ,+t, M,1 , f r ` ty �SS�• t I p! ,y 4 jl�f�11� W
ll1
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30, DRAINAGE EASEMENT
S26'10'29"W
NOTE: ALL ROOF DRAINS
I MUST BE TIED INTO THE
STORMWATER
MANAGEMENT SYSTEM
M
LU
Uj
LD
w /
4
Q 0
CD V
O M
Ln /
13 �
01
CNI
11
- II
N /F
OSCAR W. DAVIS, JR JUDY
DAVIS
D.B. 1188 PG. 720
ZONED: R--15
GENERAL GRADINQ bjOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES. HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES. SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES. ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES. SIGNS OR OTHER ADEQUATE PROTECTION. INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUC11ON SMING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF 'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING. ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
CONSTRUC110L SEQUENCE:
1. CONTRACTOR TO NOTIFY NEW HANOVER COUNTY ENGINEERING DEPARTMENT PRIOR TO BEGINNING
CONSTRUCTION. (910-798-7139)
2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL ANY EROSION CONTROL MEASURES AS INDICATED ON THE PLAN.
4. CLEAR SITE, BEGIN GRADING. EXCAVATION AND PIPE LAYING
5. INSTALL SEDIMENT AND EROSION/TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES.
AT THE END OF EACH DAY, EROSION CONTROL DEVICES MUST BE IN PLACE, AS DEPICTED ON THE
PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
6. IMMEDIATELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT. SEEDED,
AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS.
7. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS
ESTABLISHED.
8. CONTRACTOR SHALL CLEAN AND RESTORE TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE
THE PROJECT LIMITS THAT MAY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL
MEASURES.
9. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW
HANOVER COUNTY ENGINEERING DEPARTMENT.
WETLANDS:
1. NO KRANDS EAST ON THIS SITE
SURVEY NOTES:-
1. DATUM 5 NGVD 29
2. INS LOT IS NOT DI A FLOOD HAZARD AREA ACCORDING
TO COMMUNITY -PANEL NO. 370168 0090 E ZONE C
DATE: SEPIEM9kR 3.1902
( 30, EMERGENCY ELEVATION 23.30 WAY 24' CMP
INV-20.80'
_� �2 ��z�-x4����--23-22-= -� w-=-��Z�--22�_ -_ _1C2--=22 _�22�===bG22� Z=-T�- -,� -�� -3��- - r`=2
2 =�z--
25.00
ft
25,4L1
4 2L
25.32ti
25.39
"25•26 LINE 4
--------_-------•25------ �
26.02 �-25.30 "--25.93
25.84 ���� 2515 ® 25.15 25.75
25.09 2&05 25.87 LINE 3
�f
25.17
r- 25.29 r 25.99
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION
POLLUTION CONTROL ACT OF 1973
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NHC
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
3. LIMITS OF DISTURBANCE o 131,451 SF (3.02 ACRES).
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF THE NHC EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
5. ALL DENUDED AREAS MUST BE STABILIZED WITHIN FIFTEEN (15) DAYS OR NINETY (90) CALENDAR
DAYS, WHICHEVER IS SHORTER, OF COMPLETION OF ANY PHASE OF LAND DISTURBING ACTIVITY.
ALL SLOPES INCLUDING DITCHES AND STOCKPILES MUST BE STABILIZED WITHIN FIFTEEN (15) DAYS
OR THIRTY (30) CALENDAR DAYS, WHICHEVER IS SHORTER, OF COMPLETION OF ANY PHASE OF
LAND DISTURBING ACTIVITY.
6. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF
PERMANENT AND UNIFORM GROUND COVER.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE COUNTYS EROSION CONTROL STAFF.
8. SLOPES SHALL BE GRADED NO STEEPER THAN 3.1.
9. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER,
AND OWNER.
10. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30 DAYS, ALL DISTURBED AREAS
MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE
EROSION CONTROL OFFICER.
11, WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR,
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
12. CULVERTS, DITCH --LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR
REPAIRED BY THE CONTRACTOR TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO
DISTURBANCE.
EROSION QQNTRbdAINTEHANCE ELAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION WITHIN 24 HOURS OF ANY RAIN EVENT, BUT IN NO CASE LESS THAN ONCE EVERY
WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY
TO MAINTAIN A BARRIER.
3. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE
OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED
WITH 2 INCHES OF J4 STONE TO MAINTAIN 6 INCH DEPTH.
STORMWATER NOTES:
1. TOTAL SITE AREA - t280 AC
2 DISTURBED AREA = 123.247 SF (183 AC)
i DISTURBED AREA DIRAINING TO POND a 59,994 SIF (1.79 AC)
4, ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND - 59,994 SF (79.2%)
5, AN EMERGENCY WILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
POND. FOR MAINTENANCE EFFORTS SM1WATER STORED BELOW PERIIANEI
L POOL SHALL BE PUMPED.
d' o
N26'25'53"E I i
i
PERMANENT SEEDING SCHEDULE - MIXTURE FM
Seeding Mixture
6PEPIEs RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
KAM - NINE
SON Amendments
APPLY WE AND FWRaER ACCORDING TO AIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERIMJ20L
Mulch
DO NOT MULCH.
Maintenance
FEIMUE VERY SPAROMY---20 LB/ACRE NIMOGEN N SPRING MATH NO PNOBPFIOR M
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FEt7LIM .
TEMPORARY SEEDING -LATE, WIN.TF.R&ARLY ,SERNNG
Seeding Mixture
WINTER AND EARLY SPRING
as= RATE U/ACRE1
Rp ANNUAL (GRAIN)
�LESPEDEZA (KOBE IN PUMONT 1500
AM COASTAL PLAIN. KOREAN IN MMIfNTAINS)
OMIT ANNUAL LESPEDM *0 DLNi 70 OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUKE.
SUMMER
am= RATE 1I8/ACRE(
OEM" MLLET 40
FALL
2= RATE JLR
RYE (GRAIN) 120
Seeding dates
25.14
0 �\
COASTAL PLAIN - DMI-APR. 15 - LATE 111N70 AM EARLY SPRING
APRL 15 - AUG. 15 - SIMMER
AM 15 - DEC. 30 - fALL
Soil amendments
FOLLOW REDOMMEWATIONS OF SOL 1E515 OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESIOIE AND 750 LB/Aar 10-10-10 FWLIZER.
Mulch
APPLY 4000 LIT/ACRE STRAW. ANCHOR 5iRl1w BY TACKIIIG WITH ASPHALT. IETIING OR A
MMCH ANCHORING TOOL. A DISK MATH NAM SET NEARLY STRAIGHT CAN BE USEMAS
A MULCH ANCHORING TOOL
Maintenance
REFERTNJZE F GROWSH IS NOT FULLY ADMUATE. RESEED, IREFfRT$Jff AND MULCH
IMMEDIATELY FOLLOMI G 010" OR OT10 DAMAGE
,-LINE 2
�25.17
21. 15--2510 \
LINE 5 25. °6
25 75 ��\ 25.03 4
25.87 S
v -- %, �
0 0-' _ ° 0 0 i o 1
_ 4'.---� _
PROPOSED SILT FENCE
(SEE DETAIL) I
LIMIT OF DISTURBANCE
NOTE TO CONTRACTOR:
ALL PROPOSED SPOT ELEVATIONS ARE FACE OF CURB AT GUTTER.
6 rye`
WE HEREBY CERTIFY THAT WE 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 AGENCIES WHICH ARE HEREBY MADE PART
OF THIS PLAN. AS THE OWNER. WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION
AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO
TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER
SIGNATURE:
PRINTED NAME AND TITLE: -
DATE.
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN
ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY STORM
WATER DESIGN MANUAL AND LANDSCAPE ORDIANCE THAT WAS
IN EFFECT BEFORE JULY 5, 2001.
SIGNATURE:
PRINTED NAME AND TITLE:
DATE:
REGISTRATION NUMBER:
5
PROPOSED RIP -RAP
INLET PROTECTION
(SEE DETAIL)
EXISTING
24" CMP
P
\1
ff/
1=25.36' /
�20.46' /
0Cif
(CATCH BASIN
RIM!=24.21'
INV-20.2'
!PROPOSED INLET
I! PROTECTION
1 (SEE DETAIL)
I 1 i
! PROPOSI
! TEMPORARY
! CONSTRUCTION
! ENTRANCE
(SEE DETAIL)
CC
I
r•
LEGEND
I.P.S. OR I.R.S. O =
IRON PIPC--OR..ROD SET
E.E.P. OR E.I.R. © =
EXISTING IRON PIPE -DR ROD
C.M. ° =
CONCRETE MONUMENT
CA =
CENTER LINE
R/W =
RIGHT OF WAY
P.K. A =
P.K. SURVEY NAIL
0 =
NON-MONUMENTED CORNER
-� =
HANDICAP SIGN
24 =
PROPOSED CONTOUR
---24-- =
EXISTING CONTOUR
=
CURB INLET W/
INLET PROTECTION
® =
PROPOSED STORM DRAIN MANHOLE
=
PROPOSED STORM SEWER
O =
C.O.
PROPOSED SANITARY SEWER CLEANOUT
QS =
PROPOSED SANITARY SEWER MANHOLE
----- =
PROPOSED SILT FENCE
--- =
PROPOSED LIMITS OF DISTURBANCE
W =
PROPOSED SILT FENCE
SS =
PROPOSED LIMITS OF DISTURBANCE
# =
PROPOSED FIRE HYDRANT
►� =
PROPOSED GATE VALVE
=
CONSTRUCTION ENTRANCE
STORM
SEWER SCHEDULE
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
DOWNSTREAM
INVERT
ft
UPSTREAM
INVERT
ft
RIM
ELEV.
ft
1
FES-1
MH-2
RCP III
24"
47 LF
0.90
18.58
19.00
24.95
2
MH-2
CI-3
RCP III
24
16 LF
0.90
19.00
19.14
24.80
3
CI-3
CI-4
RCP III
240
135 LF
0.50
19.14
19.82
24.98
4
CI-4
CI-5
RCP 111
18
167 LF
0.50
19.82
20.66
25.0
5
MH--2
CI-6
RCP III
18
118 LF
0.50
19.Qo
12.59
24.82
6
CI-6
CI-7
RCP III
150
138 LF
0.50
19.59
7
CI-7
CI-8
RCP III
15
21 LF
0.50
8
0.
8
MH--9
I MH-10
RCP III
18
162 LF
0.50
9
MH-10
I OS-11 I
RCP III
18w
1 21 LF
0.50
RCP
III = CLASS
III RCP
FES
- FLARED
END SECTION
MH -
MANHOLE
CI -
CURB INLET
OS -
OUTLET STRUCTURE
;:x 1r' 0 211116
GRAPHIC SCALE
30 0 I ' '1; 30 do
*FIELD VERIFY
1 Inch = 30 Feet
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
.,...
COMMENT:
•
DATE•
JEC A
PRELIMINARY LAYOUT:GRADING
CONCEPTUAL LAYOUT:NTP'RAIAOU
FINAL DESIGN:
RASED FOR COAST:
rc" a t N F K a I N u,, N r. �
127 Racine Drive Suite 202
W on, North Carolina 28403
[phone] (0) [phone] (F)
CLIENT INFORMATION:
DANNEN PROPERTIES, LLC
1515 CHESTNUT STREET
WILMINGTON NC 28401
DRAINAGE &
EROSION CONTROL PLAN
FINER ROAD OFFICE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
SE li!� CA
�� , O 4a
"dR IS02...r� '•.
� � 9
� Syr
0 'vG1N
6. CL1N titi.
C 3
A
REMSONS BASED ON NCDENR COMMENTS
5 5 OB
D,AWING INf ORMATION
DATA 0418/06
SCALE: 1f 3O'
DESIGNED:
DRAWJRB
CHECKED: RPS
REI JOBS 06102.094

r
w
15 I 16 ICn
W
Q
w
Lal
C9
a
M
� I I
i
4 30' DRAINAGE EASEMENT
I
I S2610' 29"W
150.18'
DA 2
A =1,07 AC
r----------------
I W
w
a -
o �/ I
\ O cv
© M o I I
o d- Y
� I I
� I I
L J
N/F
2e CMP
INV=20.W
_---24-Z-....24-----` -23- - 2 -- �_ _ �__---�23- - - _- - - - - - - _-23^==22- - - „=---��-- �_- - -_ _— -= - - - , 4 _ _ - =22- = =22= - 1�29#�h�= = =22 -- - - - - � - ` Y_'�'-- - = SZ= � — -- - _ =2
■r7#'!!'s !ems !!� — — — �"! ls� If `---_-------- —� —■r�r
„�., -- -
I � .�sss ��■4\ �� ■r rr �■ �� _ 1f.v L
_____________-__--
01
! _.._.--_-_-____---25----- �
DA 1
i
A =1�
I01INUEMEN
N
0#
I
I \II / 2
�/ O (}�� ° 0 O % O
1 I $04.36' °\0 0 0 0 0 r`�
s � s im suss s ! sss s�s•s s � �" ■Ir s s•s� �� s sosws s•■�jL �� � s irr •�• s�r� � s�
OSCAR W. DAVIS, JR JUDY G.
DAVIS
D.B. 1188 PG. 720
ZONE: R-15
I N26'25'53"E
EXISTING
24" CMP
6
3
I \
u
RI=25.36'
IN 20.46'
ry ,10�
Cie.
W U
WCD
Iz
`" I 1
N if
CATCH BASIN
laM=24.21'
` INV=20.2'
ixI �1
GRAPHIC SCALE
30 0 15 30 60
1 Inch = 30 Feet
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
MQ..
COMMENT:
DATE:
PROJECT STATUS
CONCEPTUAL LAYOUT:
PREIJMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR OONST:
_ - _
- -
�
SHE , N CMOs N m, 1 M c.
I27 Racine Dave, Suite 202
Wi nvngton, North Carolina 28403
[phone] (0) [phone] (F)
WENT INFORMATION:
DANNEN PROPERTIES, LLC
1515 CHESTNUT STREET
WILMIN GTON NC 28401
DRAINAGE AREA NIAP
PZNER ROAD OFFICE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
SEAL `%v,.+It% CA,?0'lk,,
F 9
� `,, � ,I, '�' •'�
_ SEAL
. IN
,,'hy'C
�� "
C 3. 1
A
REVISONS BASED ON NCDENR COMMENTS
5 5 O6
A
DRAWING DORM 110N
DATE: o4f,a os
SCALE 1 = 30
DRAWN: ',�
CHECKED: RPB
RE[ JOBS 06102.00.WL
I_
r..i ;
f: , •.rl tiT +r' ,i f,1liT
i,fii•I'
? � ��
S E:. � 'r �` �
� r � 1
l� ��
1
+_rj, !,
4
,
_:�
�r�lt..
�,

STRAIGHT ARROW
20"
12,
1 /2" R 18"
6.0
Y R 1/8#w R
co
# o' e ° „
e 7
° e
to
24" .
24" CURB AND GUTTER
N.T.S.
1/2" R 6" 18"
LEVEL
24"
(TO ICE USED WHEN PAVEMENT IS SLOPM AWAY FROM ISLAND
OR AS SPECIFIED BY THE APPROIATE CITY/COUNTY ENGINEERING
DEPARTMENT OR THE DESIGN ENGINEER.)
24" CURB AND GUTTER.
(REVERSE _SLOPE
N.T.S.
RIGHT OR LEFT
TURN ARROW
COMBINATION LEFT AND
STRAIGHT AND RIGHT TURN ARROW
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
COMBINATION LEFT
AND RIGHT TURN ARROW
GENERAL. NOTES
--ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR
—PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
—ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS UNLESS APPROVED BY THE ENGINEER.
PAVEMENT MARKINGS
SYMBOLSARROW
NOT TO SCALE
GORE LINE V
cc
WHITE
DIAGONAL
EDGE LINE Jl Dw
t YELLOW OR WHITE
YELLOW
. WHITE
-
RO
TURN LANE LINE
WHITE
WHITE
O. O. TRANSVERSE BAR
CENTER LINE
YELLOW WHITE
PAVEMENT MARKINGS
LINE, )1' ....
►O
12"
RESERVED
PARKING
18"
MAXIMUM
PENALTY 9'
7, $ 250
1 0' SKIP LINES
YELLOW OR WHITE
40'
2' MINI ---SKIP LINES
YELLOW OR WHITE
13
15
*NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST
WIDTH APPLIES FOR A "NORMAL" WIDTH LINE. THE SECOND
WIDTH APPLIES FOR A "WIDE" LINE. *WIDE' UNES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN
DIRECTED BY THE ENGINEER.
• — 12"
VAN 9.R7-8o
ACCESSIBLE12"x6"
z"
RESERVED
PARKING
MUTCD
18" R7-8
2"
MAXIMUM
PENALTY 9" R7-80
250 12"x9"
AVEMENT/GRASS
F
NOTES:
1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
2. POST HOLES SHALL. BE FILLED WITH GRANULAR BACKFILL IN 3—INCH TO 4—INCH LIFTS.
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
3. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI.
4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061—T6 AND IN CONFORMANCE
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
SUB —RESISTANT PRESSURE SENSITIVE NON —YELLOWING ADHESIVE. "SKOTCHCAL"
TRANSPARENT FILE #639 OR APPROVED EQUAL.
6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHL ITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR APPROVED EQUAL
7. SIGN LETTERING SHALL BE NPS MODIFIED CL.ARENDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SPACING BETWEEN LINES.
8. CORNER RADIUS OF SIGNS SHALL BE 2.5"
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
9. MOUNT ON BUILDING OR METAL POST AS DIRECTED.
HANDICAP SIGN DETAIL
N.T.S.
ASPHALT ---` r-- 4,000 PSI CONCRETE
`�I♦t«J:rr��..rrr�-ric�►Yr� f7�
95XP STANDARD PROCTOR
ASPHALT TO CONCRETE PAVEMENT TRANSITION
N.T.S.
2"—SF9.5A
;URFACE COURSE
"—B25.OB AGGREGATE BASE
COMPACTED SUBGRADE
100% ASTM D698 TO
12" DEPTH
ASPHALT PAVEMENT SECTION
N.T.S.
1 /8"
RAD. 1 /8"
:4 4�' 7-.
1 /2" JOINT 1 /8" RADIUS, TYP.
SEALER DUMMY G OOVE
EXPANSION JOINT CONTRACTION JOINT
VARIES 3000 PSI
1 4" PER FT. CONCRETE
■ .■•
SECTION VIEW
6"
1/2" EXPANSION .JOINT— MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION—�
JOINT
CLAN VIEW
CONCRETE WALK DETAIL
N.T.S.
ASPHALT
PAVEMENT
RAISED CONCRETE
ASPHALT SIDEWALK
RAMP
0
NOTE: SURFACE OF CURB RAMP SHALL
HAVE A DETECTABLE WARNING IN
COMPLIANCE WITH ADA GUIDELINES.
DETECTABLE WARNING SHALL EXTEND OVER
THE FULL WIDTH AND DEPTH OF RAMP.
WHEELCHAIR RAMP DETAIL
N.T.S.
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
DATE:
CONCEPTUAL LAYOUT:
NLAYOUT:
PRELIMINARY
FINAL
RELEASED FOR CONST
_ _ .
'
� MO
D
�-: . jNTE
C.: y• s' 1 W C C w ,, M. N e.
127 Racine Drive, Suite 202
WJlanington North Carolina 28403
[phone] (0) [phone] (F)
CLIENT INFORMATION.
C
LL
DANNEN PROPERTIES, C
1515 CHESTNUT STREET
WILMMINGTON NC 25401
I
SITE DETAILS
PINER ROAD OFFICE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
I
SEAL
��,��`�N4C'AR�d,���'O•
��a�` O� F1GSS! ��rj, �"►�,
'� •`
WH '' s
=- S
F
',o FN G 101
-•, N
'•'' YG CIL
_,,,,,,lo%V 0`
5
A
REVISONS BASED ON NCDENR COMMENTS
5 5 06
QRAv�N�lFoRMA�oN
DATE: 04126/Os
SCALE: 1 = 30'
DESIGNED: RPB
DRAYiN: JRB
CHECKED: RPB
REI JOBS: 06102.00.WL
-�� _i- r t, , '- -,,•-y s � ',_ TT -�'. T 5 �irr.. �S r'

POND 1 DETAILS
FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
GRADE POND TO
ELEVATIONS SHOWN TOP RISER 23.10
ON THE PLANS i
3
�1
3
1�
INV 21.40
3'x S PRECAST BOX
(SEE RISER SECTION)
1 ` SC% 40 PVC OUTLET
ELEVATION = 21.50'
3
1F—,
TOP OF DAM EL 25.00
4'x4' CONC. COLLARS
18' RCP 0 0.5X C76 - CLIII
WITH LOCKING -0` RING JOINT
POND OUTLET STRUCTURE SECTION
NOT TO SCALE
CLASS B STONE . SECTION
EMERGENCY SPILLWAY
Not to Scale
1' RUNOFF 22.30
1. TOTAL SITE AREA = 12.80 AC
2. DISTURBED AREA = 123,247 SF (283 AC)
DISTURBED MEA DRAMG TO POND = 59.994 SF (1.73 AC)
4. ACTUAL IWMVIOUS DRAINAGE AREA FOR POND = 59,994 SF (7900
5. AN BERGENCY SPILLWAY IS PROVOED FOR THE STORMWATER KWAGEl1ENT
POND. FOR IAAINTETIIWCE EFFORTS, STORMWATER STARED BELOW PERMANENT
POOL SHALL BE PUMPED.
ND-. LOMMENT: DATE; PROJECT LIATUS
A REVISIONS BASED ON NCDENR COMMENTS 5 5 06 CONCEPTUAL LAYOUT. -
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST
I
DATE: 04/18/06
SCALE: 1 = 30'
DESIGNED: RPB
DRAWN. JRB
CHECKED: RPB
INV. OUT = 20.48
SXS RISER STRUCTURE
W/ GRATE
(r OPENING TRASH RACK)
OVERFLOW EL (TOP) 23.10
-1' ORFICE EL 21.50
PERM POOL 21.50
POND BOTTOM 17.50
POND OVERFLOW STRUCTURE
Not to Scale
mo
PA 'rit
U-
s N O 1 14 E 6 a 1 N 0, 1 N C. �
127 Racine Drive, Suite 202
Wilm*on, North Carolina 28403
[phone] (0) [phone] (F)
SOD ALL SLOPES ABOVE PERMANENT POOL EL
6:1 SHELF BELOW PERMANENT POOL
PLANTED WITH SUITABLE WETLAND SPECIES
OR VEGETATION.
PMWANENT POOL EL 21.50
1,V POND
POND SECTION A `'- "1 I' `_
NOT TO SCALE SUITABLE PLANTS
ARROW ARUM
BLUE FLAG IRIS
CANA LILY
PICKEREL WEED
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6.1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24'
O.C. IN A CHECKERBOARD PATTERN.
BACK OF CURB-----\
FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B
0
z;3
611 LL
21—^11
co
f r."
SECTION X
co
SECTION Y
CATCH BASIN
NOT TO SCALE
FIG. 1
��,,ee,, FIG. 2
S13-0
CLASS — C
TCC
SHA OM
SHAPED BOTTOM
LOAD FACTOR
LOAD 1W",
1.5
i
W BC W
W Bc W
y 6 COMPACTED
BACKFILL1
1
BC/4 BUT NOT
zes LESS THAN 4'
HAND SHAPED FROM
FIRM UNDISTURBED SOIL
FIG. 3
CLASS — 8
LOAD FACTOR
1.9
Bc W
"jBcf" 0.5
MIN.
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
FlG. 3
CLASS — B
LOAD FACTOR
1. 1.9 ,
BC w r-
v ANGULAR
MATERIAL
HAND SHAPED FROM Bc/NUT
UNDISTURBED FIRM SOIL LESS 14 BUT NO4T
GUIDELINES FOR BEDDING DETAILS, STORM SEWER CLASSES B & C
SD 2-17
NOT TO SCALE
7.5"
CLIENT INFORMATION:
DANNEN PROPERTIES, LLC
1515 CHESTNUT STREET
WILMIN GTON, NC 28401
STD. CITY OF WILMINGTON
M.H. COVER. SEE DETAIL
SHEET SD-14-01 & 14-02
—3/4' CEMENT PLASTER
MAX. CORBEL 1" PER
COURSE
—Dr
PLAN
ECTIO "A— "
GUIDELINES FOR STORM DRAIN MANHOLE
NOT TO SCALE
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
j1�111/114111118:11.
s�� GESSIn . i� ••°•.
STORMWATER DETAILS
PINER ROAD OFFICE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
i N III yCj�a
0
C6
RE] JOB& 06102,00.
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FILTER® WATER
''. Ws
t ] A
•r�
rMIN
"MAX
CMMg11ON SPEaF1CA1II3-
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ON ITS SIDE IN THE BOTTOM ROW
TO ALLOW POOL DRAINAGE THE FOUNDATION SHOULD BE EX,^.AVATED AT MAW r BELOW
THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOW AGAINST THE
EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN
OVERFLDW OCCURS. IF HEEDED. AYE LATERAI. SUPPORT TO SiiB5EQ" ROW BY
PLACING 2N4 WOOD STUDS THROUGH BLOCK OPENS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MIMN MATH 1/2-MUCH OPENINGS
OVER ALL BLOCK OPENINGS TO HOD GRAVEL N PLACE,
3. USE CLEAN GRAVEL 3/4 70 1/2-NM IN DIAMETER. PLACE[► 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR Fill AND SMOOTH rf TO AN EVEN MADE
D.O.T #57 WASHED STONE IS RECOMMENDED.
DROP INLET PROTECTION
SD 2--14
NOT TO SCALE
nor
:j/;fly/;�/�� .�.L� � �r�♦
.rr r
r •:
r r • r . .
r
SD 13-02
NOT TO SCALE
WIRES MIN. 012-1/2
BOTTOM STRAND MIN. #10
NOTES: GROUND TIME
1 • WARE SHALL BE A MINIMUM OF 32• IN • FILL
W�D�Ti•-ANQ WW/W W1S„T� SPACING
OF B 6 I
LMIE WIRES "'
2. FILTER FABRIC SHALL BE A MINIMUM OF
BE FASTENET3
OF icy
O AS DIRECII�
* SMEL POSS SWILL BE W Cr IN HEI(M•LT
ALB TYOF PE SELF FASTENER ANGLE
4. WOOD POSTS STALL BE A MINIMUM OF 6'
IN HEIGHT' AND 30 OR MORE IN DIAMETER
1a F me DT L�'� MH� W �
-1/2 LONG
ANCHOR FILTER FABRIC
AS DIRECTED BY THE ENGNM
GUIDELINES FOR TEMPOWAY SILT FENCE DETAIL
50' MIN.
DIVERSION TO DIRECT RUNOFF FROM R/W
SEC7](?N VIEW
CONSTRUCTION 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
MATERIAL AND PROPERLY GRADE IT.
SPECIFICATIONS: 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT
OUT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE: 1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP -DRESSING WITH 2-INCHS OF #4 STONE. AFTER
EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT IF NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS.
TEMPORARY CONSTRUCTION ENTRANCE / EXIT
NOT TO SCALE
ABOVE
.� _,,. _-I .�., � -7 I`► r r.- u Imo. I�
NOTE
TREES TO BE SAVED WIL BE CLEARLY MARKED PRLOR TO OONSTRlUCTION AND A
PROTECTIVE BMW" IS TO BE MISTAL LM AT THE DRFUNE.
DRIP LINE - THE AREA OF SOE OIRMILY BENE1111H 11HE TREE EXTENIDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-08
NOT TO SCALE
OF
S
PLAN
ROOMS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ARE
F®E7Z ROOTS ARE LOCH NEEDED TO GME SUPPORT 70
REMOIM
AT •ORIPLNE' OF TRT� ELEVATION T'R E rNTIRE� AND Diti"'
AND PROVIDE TRIEE WITH
MOISTURE AND NUTRIENTS. SEE NM 2 & NOTE 4
SEE NOTE 1 A NOTE 4
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
THE BARK WITH LAWNMOWERS, CONSTRUCIIDN EQUIPMENT, OR ANYTHING ELSE
6PRONSIT®. APROTEC'iIVE BARRER SHOULD PREVENT DAMAGE FROM
O C URING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED HEAR THE BASE OF THE
TRUNK. 7HNE5E ARE ESSENTIAL IN SUPPORTING THE TREE ANDHOLDINGIT
OFT NE BE7CAUSE aF A WAIIc'� PAYING OOF R MNG WIfID.i' I IS
CONSTRUCTED.
S. AVOID CUT AND FILL WITHIN DIAMETER OF TREE" CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
NOT TO SCALE
n
D
SEE SHEET 2 of 2
FOR DIMENSION TABLE 2V
SECTION X-
NOTE: SILT FENCES ARE UTILIZED IN AREAS WHERE ONLY
SHEET OR OVERLAND FLOWS ARE EXPECTED.
1. SET POSTS AND EXCAVATE A 4"x4"
TRENCH UPSHORE ALONG THE LINE OF
POSTS.
-•-I 8' MAX �-
� Y
STEEL OR WOOD POSTS /
2. STAPLE WIRE FENCING TO THE POSTS.
12 Y2 GAUGE MIN. /� MESH SPACING
/ 6" MAX
l
4. BACKFILL AND COMPACT THE EXCAVATED SOIL,
NM.
I. STRUCTURAL DESNGN OF END SECTION SHALL CONFORM
WITH TWIT OF STANDARD NFOKED CONCRETE.
PIPE
DWAETER
WALL
THIMESS
SLOPE
B
C
I D
E
UNIT
WEIGHT
12
2 1/4
31
24
49
73
24
730
15
2 1 4
3:1
27
46
73
30
910
18
21 2
3:1
27
46
73
36
1190
21
1 2 3/4
3*1
36
37
73
42
1370
24
1 3
3:1
42
31 1 2
3 Y2
48
17M
27
3 1 4
3:1
48
25 1
3 1
54
2130
30
3 1 2
3:1
54
193 4
3 3 4
s0
2350
33
3 3/4
3:1
60
36
96
66
3870
36
4
31
63
3m 3/4
7 3/4
72
5320
42
41/2
3:1
63
35
98
78
592D
48
5
3.1
72
26
98
84
7470
54
5 1/2
2.4:1
66
34
100
90
11810
60
6
Z1
60
39
99
96
11180
72
1 7
2:1
78
21
99
1 108
13M
DIMENSIONS IN INCLES WEIGHTS IN POUNDS
FLARED END SECTION - OUTLET
SD 1-17
NOT TO SCALE
t
36' MIN
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
5. EXTENSION OF FABRIC AND WIRE
INTO THE TRENCH.
WIRE POST
FILTER FABRIC GROUND LINE
BACKFILLED -/ 4"
SOIL
TEMPORARY SEDIMENT FENCE SF
NOT TO SCALE
NOTE:
1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5
FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 8 FEET APART WITH A WIRE
BACKING.
GENERAL NOTES:
1.
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.
2.
NO EXCAVATED MATERIAL SHALL BE PLACED IN ANY STREAM, DITCH OR DRAINAGE -WAY.
3.
THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL UNDERGROUND UTILITIES BEFORE
ANY CONSTRUCTION BEGINS.
4.
THE CONTRACTOR IS RESPONSIBLE FOR
TEMPORARY SEDIMENT AND EROSION CONTROL
MEASURES WHILE CONSTRUCTION IS IN
PROGRESS.
5.
THE CONTRACTOR IS RESPONSIBLE FOR
STABILIZATION OF ALL DISTURBED AREAS.
6.
THE CONTRACTOR IS RESPONSIBLE FOR
LAYDOWN & STOCKPILE AREAS (TO ARRANGE AND
INSURE COMPLIANCE WITH ALL LOCAL AND STATE REGULATIONS).
NOTES:
1. FILTER CHECK DAM WILL BE CONSTRUCTED FIRST, SUMP SECONDLY.
2. FILTER CHECK DAM HEIGHT TO BOTTOM OF SPILLWAY, WILL BE NO
LESS THAN 2 FOOT.
3. SPILLWAY DEPTH SHALL BE 1 FOOT.
4. FILTER STONE FACE SHOULD BE NO LESS THAN 6 INCHES MEASURED
PERPENDICULARLYNFROM THE FACE OF THE LARGE STONE.
5. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH STORM. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT TRAP AND BLOCK AND GRAVEL INLET PROTECTION
DEVICE, WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. THE SEDIMENT
BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2 FEET BELOW THE
TOP OF THE RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY.
6. REMOVAL OF FILTER CHECK DAM WILL BE DONE IN SUCH A WAY AS TO LIMIT SILTATION.
CONSTRUCTION SEQUENCE:
1. ALL EROSION CONTROL MEASURES (SILT FENCE, CHECK DAMS, ECT.) THAT WILL NOT BE
DISTURBED BY CONSTRUCTION ACTIVITIES ARE TO BE INSTALLED PRIOR TO START OF
CONSTRUCTION.
2. IMMEDIATELY AFTER LAND DISTURBING OPERATIONS, EROSION CONTROL DEVICE (RIP -RAP,
FILTER INLET, ECT.) SHALL BE INSTALLED. FOR EXAMPLE, AFTER CROSSING STREAMS, SILT
FENCES AND/OR RIP -RAP (AS REQ'D) IS TO BE IMMEDIATELY INSTALLED SO THAT THERE
IS NO OFF -SITE EROSION AND SEDIMENTATION.
3. DURING ALL CONSTRUCTION ACTIVITIES, CONTRACTOR IS TO CONTROL PUMP WATER SO AS
NOT TO CAUSE EROSION AND OFF -SITE SEDIMENTATION.
4. RESTORATION WORK SHALL BE DONE AS THE PROJECT PROGRESSES AND NOT TO BE LEFT
UNTIL THE END OF THE PROJECT. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15
DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES,
STOCHPILES AND ANY OTHER UNSTABILIZED AREAS.
5. ALL SEEDED AREAS WILL BE FERTILZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. IT IS 3ROUGHT TO THE CONTRACTOR'S ATTENTION THAT HIGH PRIORITY IS TO BE PLACED
ON EROSION CONTROL MEASURES AND PREVENTION OF OFF --SITE SEDIMENTATION.
EROSION CONTROL NOTES:
1. A MINMUM AMOUNT OF REQUIRED EROSION AND SEDIMENT CONTROL DEVICES ARE SHOWN
ON THE PLANS. FURTHER CONTROL DEVICES AND MEASURES MAY BE REQUIRED PER THE
NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT AND ACTUAL FIELD
CONDITIONS. EROSION AND SEDIMENT CONTROL MEASURES ARE CONSIDERED INCIDENTAL
TO OTHER WORK, AND ALL DEVICES WHETHER SHOWN ON THE PLANS OR NOT, ARE
PART OF THE CONTRACT AND BASE BID.
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
HQ,,
COMMEHIL
DATE:
T
�NA- uYOUT
PffiUMINARY LAYOUT
FlNAL DES QC
RELEASED F4t CONST:
- -
AMOUMr
M u , N < < R , N A , , M C .
127 Racine Drive, Suite 202
Winington, North Carolina 28403
[phone] (0!) [phone] (F)
CLIENT INFORMATION:
DANNEN PROPERTIES LLC
�
1515 CHESTNUT STREET
WILMINGTON, NC 28401
EROSION CONTROL DETAILS
PINER ROAD OFFICE PARK
NEW HANOVER COUNTY
NORTH CAROLINA
SE
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o FEss�o ti
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7
DRAWIN�I�ORMATION
DATE: � f18/06
S ®: CAl 1 l
DRAWN: JRB
CHECKED: RPB
REI JOB#, 06102.00.4
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