SW8091003_APPROVED PLANS_20110308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 Flo n 3
DOC TYPE
❑ CURRENT PERMIT
I] APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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100.64'
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131.70'
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EXISTING CONTROL '' PERMIT AREA AND
STRUCTURE AND PROJECT BOUNDARY
OUTFALL PIPE
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\G\ AMOSA DR.
/%
PROPOSED s� � /
RESTROOM 8 FUTURE
PICNIC SHELTER PLAYGROUND \
(PERVIOUS)_-
\ \� WETLANDS
PROPOSFUTURE PARKING \' '
BUFFERENR FLOATING DOCK 8 SIDEWALK
- EMERGENCY PROPOSED PARKING
LOT AND ENTRANCE
BOAT RAMP ROAD
- APPROXIMATE TOP
EXISTING TOP _ - z - � I -
OF BANK p T
� -T-
�• 'SWALE /2 / `\ � I
- SWALE #1
VEGETATED BUFFER
---- ---------- - - - - - - - - _ _ ----------------
T- - - -12 ;53` - - - - N42041'36"E
•� ���-�� 579°053OE , _- SWALE f379°05 0 E I I 70.65'
�- PROPOSED 10
EXISTING WOOD LINE PERMIT AREA AND ASPHALT PATH
PROJECT BOUNDARY 1 I I
CONSERVATION OVERLAY
DISTRICT 25' BUFFER
WETLANDS — — — — — — — PERMIT AREA/BOUNDARY
—•—•—•—•— DRAINAGE PIPE
CONSERVATION OVERLAY —0- .. ' DRAINAGE SWALE
DISTRICT BUFFER
� WOODLINE
PARKING / ROAD /
ASPHALT PATH
SIDEWALK
OVERALL PERMIT AREA SUMMARY
PERMIT AREA: 4.013.680 SF
WETLANDS: 779.235 SF
SURFACE WATER: 1,558.030 SF
COASTAL WETLANDS: 0 SF
UPLAND: 3.234.445 SF
PERMIT AREA FOR DENSITY: 2.455,650 SF
(PERMIT AREA = PERMIT AREA - SURFACE WATER)
EXISTING IMPERVIOUS: 0 SF
PROPOSED IMPERVIOUS: 589,356 SF
PERCENT IMPERVIOUS: 24%'
PROPOSED BUILT UPON AREA SUMMARY
PHASE 1:
BUILDINGS:
RESTROOM/PICNIC SHELTER: 2.170 SF
STREETS/PARKING: 55,215 SF
BOAT RAMP/TURN AROUND: 6,450 SF
SIDEWALKS AND PATHS: 80.974 SF
PROPOSED PHASE I BUA: 144,809 SF
FUTURE:
FUTURE PARKING 8; SIDEWALK (21 SPACES): 5,100 SF
FUTURE IMPERVIOUS: 439.447 SF
TOTAL IMPERVIOUS: 589.356 SF
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CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 wwwJmdeastanzwle.com
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219 Station Road Tel: [phone]
suite 101 Fax: [phone]
Wilmington, NC 28405 www.thomas-huum.com
BMS Architects, PC
514
I 1 514 Market Street
PO Box 3667
W,Imington, NC 28406
Tel: [phone]
Fax: [phone]
REVISIONS:
a�
0' 100' 200' 400' NORTH
SCALE: V = 200'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil Overall
Site Plan
SHEET: C3
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New Hanover
County Parks
Smith Creek
VICINITY MAP:
/ 01� ; / �� SEAL:
41N N/IOIN APPROXIMATE LOCATION OF No
N/1311 2 5- HOPE (SDR 9) WATERLINE EXISTING 8' WATERLINE. CONTRACTOR \ �P,•••••••.;161
\ TO BE INSTALLED AT A N/151N SHALL VERIFY LOCATION. SIZE�AND DEPTH. v\ v` v Z(5 d
MINIMUM 3' DEPTH11" O: tn0� •�
I\\ itA13EDSIDE AW LK\N/nIN \ / /U: p�WoU :LL
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SIDEWALK.'
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n CLIENT:
' - -New Hanover County
Department
>\ Parks
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\ : , - �' \ 0 23 GovernmentCenter Dr., Suite 120
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\ \a I '` :' :�r w ,• �A p 1 p a3 _ - Wilmington, NC 28403
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offTel: 910-798-7620
Fax:[phone]
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1\ I - 10' ASPHALT PATH` SIDEWALK 'O m\G 45.5 a Aq CONSULTANTS:
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,•' 1\ (SEE. DETAIL) , •,4
Haden
.p Stanziale
N1 1 yd aO �4 pV' \
EX. LAKE /C 1 0 , I 'v' TP \ planning
APPROXIMATE NWE:.20.6 I h 1' I I A� G q P - •\ landscape architecture
TOB: VARIES. (22. 44) ' I I " , I. rq a \ ' `a 42 o q`396 44 3907 Wrightsville Ave., Tel: [phone]
9928
BOTTOM: UNKNOWN , ' II ��A� Y Ym�\ tiw0* 9�}�C 96 TP AID
IF 44.3
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\ Suite 24 Fax: 91 denst nzia
'' i II II � rm ` �� � � \ 4 3 �6 INVERT OU . 41.33 Wilmington, NC 28403 & www.hadenstanziale.com
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/ / / / / / / i •a _ . �\ " • ` K FG 4 •(P \�\\tt\\, \.o p s Suite 101 Fax: [phone]
/ \ 6 y. p AQ / O Z� �p 5 q (TYPICAL) 219 Station o Tel: [phone]
' a DRAINAGE SWALE
q DTP a 4 -AAA 3.� Wilmington, NC 28405 www.thomas-hutton.com
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+ 1 r \ \ / / / / �h / / / / - =t` •1i TPs Tp qq O .O V P 45.57 <P AA. A9F PO Box 3667
TP 45 D.33. Wilmington, \/ m - s - NC 28406
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ALUMINUM GANGWAY/ / PADRT. 41.2
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4REVISIONS:
(SEE ST[U¢TURAL �P 45.32+--ENPERVIOUSD
CONCRET ATEEV 21 7A INVERT: 40.30
-BEGCONCRE I E Q��w A -P
IN`
_18--tAMP END CONCRETE 5' ASPHALT PATH-Ig_ BEGIN PERVIOUS �N
T CONCRETEG (SEE DETAIL)
-1" AY A 44 4 (FOR REFERENCE ONLY) L -� S I I a I I I I I 1 45
/ END CONCRETE • \ Nk
3:nlw�_ _ - - - N; Izw 'per d
- _ SIDEWALK/ '\ I+a/zIN ;y;,- - h'
X - > _ I I / \ BEGIN ASPHALT N/I01N '
- % 8� r- _ - l� � \ 9 � ryb \ I X/�, I I I p PATH PIPE END /3 rv/121ry
FG - 30- - -!- - L_-_- - - -PIPE-Ef/D _ - / 4 ,p' 0� /' I m INVERT: 40.10 N/IIIN
APPROXIMATE TOP OF BANK _ - _ _- - - \ I 'r a y '(' O 15 30 60 NORTH
G-�9� - - INVE'RTi-26..'� _ J/ �¢ \'� \ ` I \ \ 11 A b p o- \ "/IN/IIIN N/IOIN A \ 1
_ ��--F�29. - N/IIIN s
XISTING DIVERSION BERM - - -34_ - - - - - - - / (�'FF
\ \ r" \ N N NnoIN SCALE: 1u - 30'
- - \
\ \ \ 42 N m vv IUMjaIN CONTRACTOR SHALL REMOVE ORGANIC MATERIAL
FROM EXISTING DITCHES TO BE BE FILLED AND
M/IOIN p QP \ REPLACED WITH STRUCTURAL FILL UNDER PAVED \ DATE: AUGUST 1, 2009
N/121N N/mN AREAS/BUILDINGS AND NON-STRUCTURAL FILL
TP ---' -B4 f RL•� - �� s- \ \ \ \ I LA N/IIIN \ ELSEWHERE. e PROJECT NUMBER: 20523.0004
NM/
-�._ •_W-0.QOi - -
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Y� 343 .o
1 _ '771'1���UM/91N �.'' o DRAWN BY: NJE �,..
TING WOODLINE 36 37 - _ - \ - _ _ _ - UM/8
\- \ "nzlN EXISTING WOODLINE
EXISTING SLOPE DRAT 6 / - - - \ _
NOTES: (TYP) 3 - - -- - = _-•LJc��,/* 'r p APPROVED BY:
L PROPOSED 10' PATH LOCATION TO BE VERIFIED IN �39 3� - 34 - - \ - - - - - - - - - - - - - - - - - -
FIELD BY ENGINEER AND ARCHITECT PRIOR TO FROM STA 3+00 TO 64+50: _40 _ - - - - - - - - - - - - - - -qD_ _ _-
CONSTRUCTION. STAKE CENTERLINE FOR REVIEW WITH OWNER PRIOR TO -4 - 3 - - - - \ - \ - - - - - - - - - - - - - - $ _ TITLE: +!
2. 10' ASPHALT PATH IS TO CONFORM TO ALL ADA 9.9
REGULATIONS. 4D LOCATION WILL BE DETERMINED DURING FIELD REVIEW. - \ 4 DRAINAGE SWALE - - - . \ 1'•
3. MINIMUM CROSS SLOPE OF PATH SHALL. BE 1.0%, _ 37 - c
MAXIMUM CROSS SLOPE OF PATH SHALL BE 2.0%. TRAIL SHALL FOLLOW EXISTING PERIMETER ROAD AROUND - - _ ' - - -� �4 (TYPICAL) a^ Civil Sipe �\
4. ALL PROPOSED PATH GRADES ARE APPROXIMATE FROM rOR RESPONSIBLE FOR STABILIZATION OF EXISTING ROAD - _ _ _ - 3e - _ 444 as �.
42 - STATIONS 7+85 - 63+25. CONTRACTOR TO MATCH EXISTING t CONSTRUCTION OF TRAIL. 45
I _ - - - - - - - - - - - - - - - '- - - _ qq q Developmenfln
GRADE ALONG OUTER (RIGHT) EDGE AND SLOPE TOWARDS PRESERVE AND UTILIZE EXISTING SLOPE DRAINS WHERE - - - - - - - - - - .
LAKE (SEE DETAIL). CONTRACTOR SHALL NOTIFY ENGINEER N/wiry rv/IZIN \ 2 - - - - - - - _ _ _ - - - - -
IF PROPOSED GRADES AND EXISTING GRADES PREVENT RACTOR RESPONSIBLE FOR STABILIZING DISTURBANCE AND �nmN FRAMEi 50 "/101" 4 as �5
PARAMETERS FROM BEING MET. EXISTING SLOPE DRAINS. _�,y�_ 4-
CONSTRUCTION
INVERT O�IT 28.92 N/121N - - - - - - - _-
Ix..� (c ____ A '.7iAK/91N ___ ____ _____________'- 2O' -----VEGETATEBUFFER 45 - 44 --_--- -- - _------- - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- T1111-�')�FN<Iuet- t-^\F-------------- ___
_- � ------------------ -'46�---_--- 46 u� (''t
-EN/IOIN N/IIIN N/IOIN I REINFORCED TURF TURN AROUND , - - - - _ _ _ - - SHEET: C 1 S
N/IOIN N/181N I 6 SABC INSTALLED 2 BELOW i -D/- -
FINISH GRADE. SEE LANDSCAPE _
PLAN FOR TURF REQUIRED / I - ' I N/121N
�

North Carolina
(3)
One Call Center
Call Before You Dig
"It's The Law"
1-800-632-4949
ELEVATION 1 r
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REFERENCE ONLY)
1
w�1 a +
N71 'M--
EXISTING SLOPE DRAIN
M M
10' ASPHALT PATHWAY
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EXISTING DIVERSION BERM
1 (TYP)
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NOTES FOR 10' TRAIL FROM STA 3+00 TO 64+50: m / e'"
1. CONTRACTOR TO STAKE CENTERLINE FOR REVIEW WITH OWNER PRIOR TO I /
CONSTRUCTING.
2. FINAL GRADES AND LOCATION WILL BE DETERMINED DURING FIELD REVIEW.
3. GENERALLY THE TRAIL SHALL FOLLOW EXISTING PERIMETER ROAD AROUND -
4y`` N o - LAKE. CONTRACTOR RESPONSIBLE FOR STABILIZATION OF EXISTING ROAD
z fl = REMAINING AFTER CONSTRUCTION OF TRAIL. / m
AL +4 CONTRACTOR TO PRESERVE AND UTILIZE EXISTING SLOPE DRAINS WHERE
o POSSIBLE. CONTRACTOR RESPONSIBLE FOR STABILIZING DISTURBANCE AND
APPROXIMATE'LOCATN)N RESIDENTIAL LOT /
MAINTENANCE OF EXISTING SLOPE DRAINS.
o - - - / OF EXISTING S1WATERLINE ZONED: R-15 RESIDENTIAL /
(CONTRACTOR 1\0 VERIFY I LAND USE RESIDENTIAL
I z w N"" \ SIZE. LOCATION,`I1ND
z \ DEPTH) RESIDENTIAL LOT ' "m
ZONED R-I5 RESIDENTIAL
LAND USE: RESIDENTIAL I 6 Vt
z
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RESIDENTIAL LOT
z - 2 / ZONED: RESIDENTIAL `\
z ' n LAND USESE:: RESIDENTIAL /
F / z = I \ RESIDENTIAL LOT
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+ z j z z iD z LAND USE: RESIDENTIAL
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RESIDENTIAL LOT
/ ' \ ZONED: RESIDENTIAL ZONED: USE:
RESIDENTIAL
RESIDENTIAL
LAND USE:SE: LAND USE: RESIDENTIAL 9
RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT yy
ZONED: R-15 RESIDENTIAL \ ZONED: R-15 RESIDENTIAL / ZONED: R-15 RESIDENTIAL / ZONED: R-15 RESIDENTIAL / ZONED: R-15 RESIDENTIAL ' `
LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL , LAND USE: RESIDENTIAL ' LAND USE: RESIDENTIAL / \\ `\
LU
EXISTING WOODEN
FOOTBRIDGELU
PROPERTY BOUNDARY
LOTLU
NOTES FOR 10' TRAIL FROM STA 3+00 TO 64+50: ` _ ZONED: R 15 RESIDENTIAL `^\ NORiHSHORE z z
DRIVE
1. CONTRACTOR TO STAKE CENTERLINE FOR REVIEW WITH OWNER PRIOR TO s_ _ LAND USE: RESIDENTIAL \^ 03zgaz
CONSTRUCTING. ^ \
2. FINAL GRADES AND LOCATION WILL BE DETERMINED DURING FIELD REVIEW.
3. GENERALLY THE TRAIL SHALL FOLLOW EXISTING PERIMETER ROAD AROUND + 36 d6
LAKE. CONTRACTOR RESPONSIBLE FOR STABILIZATION OF EXISTING ROAD
REMAINING AFTER CONSTRUCTION OF TRAIL. +39.47Iia +35 °
4. CONTRACTOR TO PRESERVE AND UTILIZE EXISTING SLOPE DRAINS WHERE +4018
POSSIBLE. CONTRACTOR RESPONSIBLE FOR STABILIZING DISTURBANCE AND -
MAINTENANCE OF EXISTING SLOPE DRAINS. _
+ ao aJ + 36.6g
EXISTING WOODLINE
10' ASPHALT PATHWAY —
30' NCDENR BUFFER
3913
TP 36.5 •� ,I
369
3901 +9459
TP
I +35. 3J50 +9915 +a35° 1
EXISTING DIVERSION BERM (TYP) za Tp -*a a-Dq +3\GJ
37.3 - a3 +a3 es I
APPROXIMATE TOP OF BANK - J\ "ea )6 I
I 36.5E � �\�$ +9355 +a256 jl
Aq
EXISTING SLOPE DRAIN (TYP)
�36 g
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
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SEAL:
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ON
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 w vJtadenstanziale.com
V O
t- Z
Z o
Q G
E'Ri�d
219 Station Road Tel: [phone]
Suite 101 - Fax: [phone]
Wihnington, NC 28405 w .themas-huttonxom
BMH Architects, PC
514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
Fax: [phone]
REVISIONS:
0' 15' 30' 60' NORTH
(SEE PLAN)
SCALE: V = 30'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil Site
-'evelopment Plan
\ \/J
SHEET: C 16

-11.1 w — nM4A
d
3
A R C H I T E C T S
BMH Architects, PC
514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
Fax: [phone]
Civil Design Sheets
Hanover
Smith
Coun
ty Parks
Creek
Permitting Only
PREPARED FOR:
New Hanover County Parks Department
230 Government Center Dr., quite 120
Wilmington, N.C. 28403
(910) 79&7820
DATE
z
AUGUST 1, 2009
0
JOB# 20523.0004
CONSULTANTS
HadenIs
Stanziale
planning
landscape architecture
3807 Wrightsville Ave.,
Suite 24
Wilmington, NC 28403
Tel: [phone]
Fax: [phone]
www.hadenstanziale.com
E
219 Station Road
Suite 101
Wilmington, NC 28405
THOMAS
do HUTTON
ENGINEERING
CO.
Na F-0871
APPROW
ft
*MM=N
WM0FWVWW
Jul 241 ^,c9\u
0 0
0
Tel: 910-33'9'
Fax: 910-33
361
atton.com
SITE
0
P
PO
P�
P�9
PP
Dp�ON ROAD
VICINITY MAP
(I" = 2000')
SCHEDULE OF DRAWINGS
SHEET NO.
DESCRIPTION
C1
COVER SHEET
C2
INDEX AND GENERAL INFORMATION
C3
CIVIL OVERALL SITE PLAN
C4
CIVIL SEDIMENT AND EROSION CONTROL NOTES
C5 - C7
CIVIL CLEARING, SEDIMENT & EROSION CONTROL PLAN
C8
CIVIL CLEARING, SEDIMENT & EROSION CONTROL DETAILS
C9
SURVEY CONTROL PLAN
C10 - C12
CIVIL STAKING AND SIGNAGE PLAN
C13
ACCESSIBLE ROUTE PLAN
C14 - C19
CIVIL SITE DEVELOPMENT PLAN
C20
CIVIL ROAD PROFILES
C21 - C22
WATER MAIN CONSTRUCTION DETAILS
C23 - C24
CIVIL CONSTRUCTION DETAILS
CS1
CIVIL STRUCTURAL GENERAL NOTES
CS2
CIVIL STRUCTURAL SITE PLAN
CS3 - CS4
CIVIL STRUCTURAL DETAILS
SITE DATA
PIN#
R35000-006-0n4-000
PROJECT ADDRESS
HARRIS ROAR .. _Y 2117)
SITE ACREAGE
92.11 AC.
EXISTING POND (OPEN WATER)
35.8 t AC.
ZONING CLASSIFICATION
R-15
BUILDING SETBACKS
FRONT:
25'
REAR:
20'
SIDE:
10,
MAX. BUILDING HEIGHT:
35'
PROPOSED BUILDING
2,170 SF
PROPOSED BUILDING CONSTRUCTION TYPE
TYPE V-B
EXIII ING IMPERVIOUS
0 SF
PROPOSED STREET/PARKING IMPERVIOUS
55,215 SF
PROPOSED SIDEWALK/I'RAEL IMPERVIOUS
87,424 SF
FUTURE IMPERVIOUS (SEE C3)
444,547 SF
TOTAL IMPERVIOUS ALLOWED (24%)
589,356 SF
TOTAL LAND DISTURBANCE
9.3 t AC.
TOTAL CAR PARKING - PROPOSED
64 SPACES (INCLUDES 4 HANDICAP)
TOTAL BOAT PARKING - PROPOSED
SITE CONSERVATION RESOURCE NEEDED
YES (SEE SITE PLANS)
REVISION HISTORY
AA
ADD EMERGENCY BOAT RAMP (ALL SHEETS SUBJECT TO REV)
BR
06/03/2010
A
ADD BUFFER PER NCDENR DWO 12/7/09
BR
03/05/2010
REV. NO. 11
SHEETS REVISED
BY
REV. DATE
SUBMITTAL SCHEDULE
JUN 15 2010
3/5/2010
RE -SUBMIT TO NCDENR DWQ
10/1/09
SUBMIT SHEETS TO NHC, CFPUA, AND NCDENR
9

TOPOGRAPHY LEGEND
GENERAL NOTES
g DESCRIPTION
EXISTING
PROPOSED
GENERAL NOTES:
8 RIGHT-OF-WAY LINE
- -
I. ALL ELEVATIONS ARE REFERENCED TO NAVD 88.
2. NO BOUNDARY SURVEY PERFORMED BY THOMAS 5 HUTTON.
g PROPERTY LINE
- -
3. ALL PROPERTY LINES SHOWN WERE TAKEN NEW HANOVER COUNTY GIS PARCEL DATA, AND PLATS OF RECORD.
ROAD
-
-
4. CONTRACTOR SHALL VERIFY ACCURACY OF TEMPORARY BENCHMARKS PRIOR TO USING THEM FOR CONSTRUCTION.
EASEMENT - -
- - - - - - -
- - - - -
5. EXISTING UNDERGROUND UTILITIES SHOWN IN THESE PLANS ARE BASED ON AVAILABLE INFORMATION. THE
CONTRACTOR SHALL RESPONSIBLE F T BE OR DETERMINING THE EXACT LOCATION OF ALL UTILITIES PRIOR TO THE
9 TREE LINE
COMMENCEMENT OF EXCAVATION. IF UTILITIES OTHER E THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE
o
CONTINUED SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE
„ TOP OF LAKE
CONTRACTOR.
6. THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO
CONTOUR
\ 6
B
BEGINNING NEW CONSTRUCTION.
T. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY
REMOVAL OPERATION.
SPOT ELEVATION
-TP XX.XX OR FG XX.XX
B. WHEN FIELD INSPECTIONS ARE REQUIRED, CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER A MINIMUM OF 48
HOURS IN ADVANCE TO SCHEDULE SUCH INSPECTIONS.
TREE PROTECTION
9. CONTRACTOR SHALL GRADE ALL AREAS SUCH THAT WATER DRAINS TO THE APPROPRIATE RIGHT-OF-WAY. EASEMENT,
OR WETLAND PRIOR TO FINAL APPROVAL.
10. NEW PAVEMENT SHALL BE FLUSH WITH EDGE OF EXISTING PAVEMENT.
GRAND TREE TO BE REMOVED
II IN W.OAK
II. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE NOTED ON THE
PLAN AND/OR PROFILE SHEETS.
GRAND TREE
0 24 IN L.O.
12. CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
13. CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER THE WATER MAIN PIPE BARREL OF V-0' UNLESS OTHERWISE
ASPHALT PAVEMENT
INDICATED.
14. SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE DRAWINGS BECAUSE
PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN. THEN THE CONTRACTOR IS RESPONSIBLE FOR
DRAINAGE LEGEND
OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE
DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO THE OWNER.
15. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED TESTS
DESCRIPTION
EXISTING
PROPOSED
AND INSPECTIONS.
CURB INLET TYPE A
FFO-1
FRE
16. ALL WATERMAINS SHALL BE POLYVINYL CHLORIDE (PVC C900 DRIB) UNLESS OTHERWISE INDICATED.
17. ALL AT GRADE UTILITIES SHALL BE LOCATED OUT OF THE CURB LINE.
CURB INLET TYPE B
18. ALL VALVES, VALVE BOXES AND COVERS MUST NOT BE LOCATED WITHIN THE CURB AND GUTTER SECTION AND/OR
WITHIN THE PAVEMENT
SECTION.
CURB INLET TYPE C
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATIONS. CONTACT NC ONE CALL (PH: 800-632-4949).
20. APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER DISTURBANCE TO ADJACENT PROPERTIES. IF
FIELD CONDITIONS WARRANT OFF -SITE GRADING OR DISTURBANCE, CONTRACTOR SHALL NOTIFY OWNER OR OWNER
GRATE INLET TYPE
01
REPRESENTATIVE.
21. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO STATE AND LOCAL CODES.
CONCRETE CURB a GUTTER
22. CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER OR OWNER REPRESENTATIVE FOR
APPROVAL. ANY SUBSTITUTIONS OR REVISIONS TO MATERIALS OR CONSTRUCTION METHODS SHALL BE APPROVED BY THE
OWNER OR OWNER REPRESENTATIVE PRIOR TO CONSTRUCTION.
6M F W
STORM DRAINAGE PIPE -
-
-
23. CONTRACTOR SHALL REFER TO LAYOUT PLANS FOR THE LOCATION AND DIMENSIONS OF PROJECT.
24. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL AUTHORITIES.
STORM MANHOLE OR JUNCTION BOX
•
O
25. ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT
THE CONTRACTOR'S EXPENSE.
26. ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATION OF THE STATE'S
GRASSED SWALE E
E E
...
EROSION CONTROL AND GRADING REQUIREMENTS AND MAY BE SUBJECT TO A FINE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PAYMENT OF ALL FINES DUE TO VIOLATIONS.
DITCH
-11 - -
27. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF SEDIMENT
POLLUTION CONTROL ACT AND MAY BE SUBJECT TO A FINE.
28. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE COUNTY PROJECT ENGINEER
WATER AND
SEWER
LEGEND
AND/OR NCDENR,
29. DAMAGE TO 14FRASTRUCTURE, PUBLIC OR PRIVATE PROPERTY, AND/OR VEGETATION SHALL BE IMMEDIATELY
DESCRIPTION
EXISTING
PROPOSED
REPAIRED OR REPLACED BY CONTRACTOR.
400 LF NI•
30. ALL TRAIL SURFACES AND SLOPES SHALL MEET ADA AND SLOPE REQUIREMENTS PRESENTED IN THE NC BICYCLE
SANITARY SEWER PIPE
SEWER W 0J=
FACILITIES PLANNING B DESIGN GUIDELINES MANUAL
-
31. CONTRACTOR SHALL REVIEW PLANS FOR PROJECT LIMITS OF DISTURBANCE. CONTRACTOR SHALL NOT WORK OUTSIDE
SANITARY SEWER EASEMENT _ _
_ _ _ _ _ _ _
_ - - - - - - _
OF THE LIMITS OF DISTURBANCE WITHOUT WRITTEN APPROVAL FROM THE COUNTY.
FORCE MAIN - -
- 6" FM - - -
---<- W F11A--4
32. ALL COMPONENTS MUST MEET ADA GUIDELINES.
33. REFERENCE PLAN AND DETAIL SHEETS FOR ADDITIONAL NOTES.
SEWER SERVICE
34. FLOOD ZONE LINES SHOWN WERE SCALED FROM FEMA FLOOD ZONE MAPS AND ARE APPROXIMATE. THOMAS a HUTTON
WATER PIPE
EX 12" W
--------s
DOES NOT CERTIFY THE VALIDITY NOR THE ACCURACY OF THESE FLOOD ZONE LINES.
35. CONTRACTOR RESPONSIBLE FOR LAYOUT OF APPLICABLE POWER, TELEPHONE, AND CABLE UTILITY CONDUITS AND
WATER EASEMENT
COORDINATION OF DRY UTILITIES.
SANITARY SEWER MANHOLE
•
•
36. CONTRACTOR RESPONSIBLE FOR COMPLIANCE WITH ALL STATE AND LOCAL PERMITS ON BEHALF OF THE OWNER
INCLUDING, BUT NOT LIMITED TO SEDIMENT AND EROSION CONTROL MONITORING, MAINTAINING INSPECTION LOGS, ETC.
e
e
CONTRACTOR SHALL REQUEST TO REVIEW APPLICABLE SITE PERMITS FROM OWNER. CONTRACTOR SHALL ALSO
WATER VALVE
BECOME FAMILIAR WITH REQUIRED CONDITIONS OF THE NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES
FIRE HYDRANT
(NCGOI0000).
WATER SERVICE
----------
DESCRIPTION
NATURAL GAS
TELEPHONE
UNDERGROUND TELEPHONE
ELECTRICITY
UNDERGROUND ELECTRICITY
CATV
UNDERGROUND CATV
JTILITIES LEGEND
EXISTING
NG -
T T-
UT- -UT-
_E E_
-UGE- - -UGE-
- CATV CATV -
-UCATV UCATV-
,
LINE TABLE
LINE
LENGTH
BEARNIG
LI
3534.43
N79"0530"W
L2
1244.97
N79005'53'W
L3
68.30
N42.4P36"E
L4
672.54
1479.05'530W
L5
1369.61
N22•45'O42W
L6
449.40
N79'0514'W
L7
1566.96
N87.37 290E
LS
628.38
N50123'120W
L9
50522
N50023Y2'W
LIO
249.15
N26.58'560E
LII
89.09
N58.10 'E
L12
105.06
N4N23-04-E
L13
167.96
N21033'070E
LI4
74.69
N17"03'028W
LI5
296.00
NIS* 8'48'E
LIG
199.97
N41028'040E
L17
100.42
N3PI4'04'E
LIS
79.91
N16.43' "E
L19
130.39
N31'31'
�I I
o '
Z
ow� ti0
of R
RGEWATEIZ V
�IOyy .
I �7 _
EXISTING POND
CIVIL SHEET LOCATION MAP
SCALE: I" = 300'
Civil Design Sheets
FOR
\
,
FEET C1,5 ; _�R s y
L'GODS GRIVE-
L
1
Q,
O �*P
i
\
\\. X�
y APPROXIMATE PROJECT BOUNDARY. NOTE
THAT BOUNDARY SHOWN IS BASED ON DATA
PROVIDED BY NEW HANOVER COUNTY GIS
J AND NOT THE RESULT OF FIELD SURVEY.
THOMAS 6 HUTTON IS NOT RESPONSIBLE FOR
THE LINE AND CURVE DATA PROVIDED FOR THE
PROJECT BOUNDARY.
New Hanover Coun ar s
Smith Creek
PREPARED FOR:
New Hanover County - Parks Department
230 Market Place Dr., Suite 120
Wilmington, NC 28403
ABBREVIATIONS
HDPE
HIGH DENSITY POLYETHYLENE
NIC NOT IN CONTRACT
SGD
SUBGRADE DRAIN
BOT
BOTTOM
MIN MINIMUM
SS
SANITARY SEWER
DIP.
DUCTILE IRON PIPE
OC ON CENTER
TC
TOP OF CURB
EL
ELEVATION
PC POINT OF CURVE
TG
TOP OF GUTTER
COUNTY
NEW HANOVER
FG
FINISHED GRADE
PT POINT OF TANGENT
TIPTOP
OF PAVEMENT
TMS #
R03500-0000-006-004-000
FM
FORCE MAIN (SANITARY SEWER) PVC POLYVINYL CHLORIDE
TW
TOP OF WALK
ZONING
R-15-RESIDENTIAL
FIR
FRAME
RCP REINFORCED CONCRETE PIPE
TYP
TYPICAL
FLOOD MAP
APPR XIMATE FLOOD ZONE LINES ARE
GI
GRATE INLET
R/W RIGHT-OF-WAY
W
WATER
REFE1 tENCED FROM THE NORTH CAROLINA
FL00 INSURANCE RATE MAP AS SHOWN ON
IE
INVERT ELEVATION
SO STORM DRAINAGE
W/
WITH
PANE NO. 3149J (MAP #3720314900J),
LF
LINEAR FEET
SDMH STORM DRAINAGE MANHOLE
WV
WATER VALVE
DATE APRIL 3. 2006. (SEE SHEET C7 FOR
FLOOD ZONE LINES)
MAX
MAXIMUM
SF SQUARE FEET
a
DIAMETER
RFC_ EIVEDI
JUN 1'6 Z010
GENERAL INFORMATION
OWNER/DEVELOPER: NEW HANOVER COUNTY LANDSCAPE ARCHITECT: HADEN STANZIALE
PARKS DEPARTMENT 3807 WRIGHTSVILLE AVE., SUITE 24
230 MARKET PLACE DR., SUITE 120 WILMINGTON, N.C. 28403
WILMINGTON, N.C. 28403 [phone]
[phone]
ENGINEER: THOMAS 81 HUTTON ENGINEERING CO. ARCHITECT: BMH ARCHITECTS, PC
219 STATION RD., SUITE 101 514 MARKET ST., P.O. BOX 3667
WILMINGTON. N.C. 28405 WILMINGTON, N.C. 28406
[phone] [phone]
SURVEYOR: THOMAS 8t HUTTON ENGINEERING CO.
1350 FARROW PARKWAY
MYRTLE BEACH, SC 29577
[phone]
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
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SEAL:
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CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 w .hadenstanzwlex m
GO
Q
fiVB,e R T ��Cs
219 Station Road > :0-332-3360
Suite 101 Fax. [phone]
Wilmington, NC 28405 w .thomas-hutton.wm
BMS Architects, PC
514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
Fax: [phone]W6
REVISIONS:
a�
0' 150' 300' 600' NORTH
SCALE: 1" = 300'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Index and
General Information
SHEET: C2

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S41D23'34*W /1`/'44-Ft Of
.'-. •.�\^ / /
/ •�-.:�jl'�3 :-`)'�% mil
6 = i
SI7003'02'E -
WETLANDS -
S31"14'I
100.64'
S16043'28'W
79.91'
S31031'28'W
131.70'
i
$ A.. .,.,.%'.�'aQ • `.'.'.'.`. 1. .
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CONSERVATION OVERLAY
DISTRICT 25' BUFFER
t,•,1,
MIAMI
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///////,/i
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aiamoioiiioia///1/,///////////���VEGETATEDBUFFER
WETLANDS — — — — — — — PERMIT AREA/BOUNDARY
—•-----•— DRAINAGE PIPE
CONSERVATION OVERLAY —� ' DRAINAGE SWALE
DISTRICT BUFFER
� WOODLINE
PARKING / ROAD /
ASPHALT PATH
SIDEWALK
OVERALL PERMIT AREA SUMMARY
PERMIT AREA: 4,013,680 SF
WETLANDS: 779,235 SF
SURFACE WATER: 1.558,030 SF
COASTAL WETLANDS: O SF
UPLAND: 3.234,445 SF
PERMIT AREA FOR DENSITY: 2.455.650 SF
(PERMIT AREA = PERMIT AREA - SURFACE WATER)
EXISTING IMPERVIOUS: O SF
PROPOSED IMPERVIOUS: 589,356 SF
PERCENT IMPERVIOUS: 24%
PROPOSED BUILT UPON AREA SUMMARY
PHASE I:
BUILDINGS:
RESTROOM/PICNIC SHELTER: 3,078 SF
DUMPSTER PAD/ENCLOSURE: 341 SF
SEWER LIFT STATION: 240 SF
STREETS/PARKING: 55,215 SF
BOAT RAMP/TURN AROUND: 6,450 SF
SIDEWALKS AND PATHS: 81,595 SF
PROPOSED PHASE I BUA: 146,919 SF
FUTURE:
FUTURE PARKING 81 SIDEWALK (21 SPACES): 5,100 SF
FUTURE IMPERVIOUS: 437,337 SF
TOTAL IMPERVIOUS: 589.356 SF
J ,
BIG GUM ROAD � �, � % ,`�4 "
TUPELO DR.
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New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
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SEAL:
No,
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CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
201 North Front Stmet, Tel: [phone]
Suite 611 Fax: [phone]
WilmftWno6 NC 28401 w ltadenstaniiate.00m
� yp
T �_
F
Z O
Q v
Rttci►
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmh*bm NC 28405 w .dwmas-hatto.�
BMS Architects, PC
514
514 Market Street
PO Box 3667
Wllmirgton, NC 28406
Tel: [phone]
Fax [phone]
REVISIONS:
C ADD DUMPSTER a GRINDER PS, UPDATE BUA
a�
0' 100' 200' 400' NORTH
SCALE: V = 200'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR f
JA,ti d 7 -
TITLE: ` --
Civil Overall
Site Plan
SHEET: C3

STORMWATER POLLUTION PREVENTION PLAN
I. SITE DESCRIPTION
2. CONTROL MEASURES (CONTINUED)
5. NON -STORM WATER DISCHARGES
A. DESCRIPTION OF CONSTRUCTION ACTIVITY
A. EROSION AND SEDIMENT CONTROLS (CONTINUED)
THE FOLLOWING NON-STORMWATER DISCHARGES MAY BE COMBINED WITH STORM WATER
S. GRASSING
DISCHARGES FROM THIS PROJECT:
CONSISTS OF GRUBING, GRADING, DRAINAGE IMPROVEMENTS AND GRASSING, ROAD 5
PARKING LOT, WATER a SEWER SERVICES ASSOCIATED WITH DEVELOPMENT.
A. ALL INSTALLED CONTROLS WILL BE MAINTAINED UNTIL GRASSING IS
I. DISCHARGES FROM FIRE -FIGHTING ACTIVITIES
ESTABLISHED.
2. FIRE HYDRANT FLUSHINGS
B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES ( THIS IS A GENERAL SEQUENCE.
3. WATER USED TO WASH VEHICLES OR CONTROL DUST
SOME ACTIVITIES WILL BE UNDERWAY CONCURRENTLY.)
4. POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHINGS
5. IRRIGATION DRAINAGE
1. INSTALL SILT FENCING
B. STORMWATER MANAGEMENT
6. ROUTINE EXTERNAL BUILDING WASHDOWN
2. CLEARING AND GRUBBING
7. PAVEMENT WASH WATERS, WHERE SPILLS OR LEAKS OF TOXIC MATERIALS HAVE NOT
3. INSTALL DETENTION BASIN AND REMAINING EROSION CONTROL MEASURES
RUNOFF FROM THIS PROJECT WILL BE TREATED BY VEGETATIVE
OCCURRED (UNLESS ALL SPILLED MATERIALS HAVE BEEN REMOVED AND WHERE DETERGENTS
4. ROUGH GRADING
SWALES AND WILL DISCHARGE TO THE EXISTING DITCHES AT THE
ARE NOT USED)
5. INSTALL WATER S SEWER SERVICES
PROPERTY BOUNDARIES.
B. AIR CONDITIONING CONDENSATE
6. INSTALL CURB OUTLET SWALES
C. OTHER CONTROLS
9. SPRINGS
10. UNCONTAMINATED GROUND WATER
7. INSTALL ROADS
11. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS
B. FINAL GRADING
I. WASTE DISPOSAL
MATERIALS SUCH AS SOLVENTS
9. FINAL GRASSING AND STABILIZATION
A. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE
DISCHARGED TO THE WATERS OF NORTH CAROLINA EXCEPT AS AUTHORIZED
BY NCDENR.
6. CERTIFICATION STATEMENT
C. RUNOFF DATA
B. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST
I. SOIL CLASSIFICATIONS: LEON B/D, BAYMEADE A. MURVILLE A/D, KUREB A. SEAGATE B
SHALL BE MINIMIZED.
2. QUALITY OF DISCHARGE FROM SITE:
C. THIS PLAN SHALL COMPLY WITH REPUTABLE STATE AND OR LOCAL WASTE
THIS STATEMENT IS FOR INFORMATIONAL PURPOSES ONLY. ACTUAL CERTIFICATION STATEMENT
DISPOSAL, SANITARY SEWER OR SEPTIC SYSTEM REGULATIONS.
TO BE EXECUTED BY CONTRACTOR IS CONTAINED IN BIDDING DOCUMENTS.
NORMAL FOR EXISTING VEGETATION
0. RECEIVING WATERS
I. CLOSEST RECEIVING WATERS
2. ULTIMATE RECEIVING WATER
E. DISTURBED AREA
9.3 ACRES WILL BE DISTURBED
SMITH CREEK
(INDEX #18-74-63, CLASSIFICATION "C Sw")
CAPE FEAR RIVER
2. CONTROL MEASURES
A. EROSION AND SEDIMENT CONTROLS
PRIOR TO START OF CONSTRUCTION, SILT FENCE WILL BE INSTALLED AT EDGE OF FRESH
WATER WETLANDS THAT ARE ADJACENT TO DISTURBED AREAS OF SITE AT LOCATIONS
SHOWN ON APPROVED PLANS.
I. CLEARING
A. AS CLEARING IS COMPLETED, ADDITIONAL SILT FENCE OR CHECK DAMS WILL
BE INSTALLED WHERE NECESSARY, SUCH AS POINTS WHERE FLOWS BECOME
CHANNELIZED, AND OTHER POINTS WHERE EXCESSIVE RUNOFF VELOCITIES
MAY OCCUR.
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF ROUGH GRADING
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
2. DRAINAGE
A. ALL INSTALLED SEDIMENT AND EROSION CONTROLS WILL BE MAINTAINED DURING
DRAINAGE INSTALLATION.
B. WET DETENTION BASINS OR PONDS WILL BE EXCAVATED. OUTLET STRUCTURES WILL BE
INSTALLED WITH OUTLET PROTECTION. CONSTRUCTION DRAINAGE WILL BE ROUTED
THROUGH PONDS, WHICH WILL ACT AS SEDIMENT BASINS. PONDS WILL BE OVER
EXCAVATED TO PROVIDE FOR SEDIMENT STORAGE.
C. STORM DRAIN INLET PROTECTION INCLUDING SILT FENCE AND GRAVEL SEDIMENT FILTER
AS SHOWN ON DETAIL SHEET SHALL BE INSTALLED ON ALL CURB INLETS, STORM DRAIN
MANHOLES, JUNCTION BOXES, AND GRATE INLETS. EXCAVATE A SHALLOW AREA IN THE
APPROACH TO THE INLET FOR TEMPORARY SEDIMENT STORAGE AS SHOWN ON DETAIL
SHEET.
D. THE CONTRACTOR SHALL FREQUENTLY INSPECT INLET PROTECTIONS AND REMOVE
SEDIMENT BUILDUP AS REQUIRED. FILTER CLOTH AND GRAVEL SHALL BE REPAIRED AND/
OR REPLACED AS REQUIRED.
E. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITIES
(SANITARY SEWER SYSTEM INSTALLATION) WILL MANDATE STABILIZATION
PROCEDURES. ACCEPTABLE METHODS OF STABILIZATION INCLUDE
MULCHING AND TEMPORARY SEEDING.
3. ROUGH GRADING
A. ALL INSTALLED CONTROLS WILL BE MAINTAINED DURING ROUGH GRADING,
DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
(DRAINAGE INSTALLATION) WILL MANDATE STABILIZATION PROCEDURES.
ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND
TEMPORARY SEEDING.
B. ALL AREAS NOT SUBJECT TO FURTHER CONSTRUCTION (DRAINAGE, SANITARY
SEWER, ROADS, OR WATER DISTRIBUTION SYSTEMS) SHALL BE GRASSED WITH
A PERMANENT COVER.
4. SANITARY SEWER SYSTEM INSTALLATION
A. ALL INSTALLED CONTROLS WILL BE MAINTAINED DURING CONSTRUCTION OF
SANITARY SEWER SYSTEM.
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
(WATER DISTRIBUTION SYSTEM) WILL MANDATE STABILIZATION PROCEDURES.
ACCEPTABLE METHODS OF STABILIZATION INCLUDE MULCHING AND
TEMPORARY SEEDING.
5. CONSTRUCTION OF ROADS
A. ALL INSTALLED CONTROLS WILL BE MAINTAINED DURING ROAD CONSTRUCTION.
B. DELAYS OF GREATER THAN 14 DAYS PRIOR TO START OF NEXT ACTIVITY
WILL MANDATE STABILIZATION PROCEDURES. ACCEPTABLE METHODS OF
STABILIZATION INCLUDE MULCHING AND TEMPORARY SEEDING.
D. REGULATIONS - APPROVED STATE OR LOCAL PLANS
THE STORMWATER MANAGEMENT MASTER PLAN FOR THIS PROJECT WILL BE REVIEWED BY
THE NCDENR AND NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
3. MAINTENANCE PLAN
I. 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. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP -DRESSED WITH
AN ADDITIONAL TWO (2) INCHES OF #4 STONE TO MAINTAIN PROPER
DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE
IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. 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 6 FEET APART UNLESS A WIRE BACKING IS USED
WITH 8 FOOT STAKE SPACING.
5. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES A DEPTH OF 1.0 FEET.
6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE COVER.
7. SEDIMENT, STRAW, LIMBS OR OTHER DEBRIS WILL BE REMOVED FROM THE
CHECK DAMS TO PREVENT CLOGGING. STONES WILL BE ADDED AS NECESSARY
TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
B. SEDIMENT WILL BE REMOVED FROM THE SKIMMER SEDIMENT BASIN WHEN SEDIMENT
ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. DAMAGE TO THE
FABRIC LINED SPILLWAY AND CLOGGING OF THE SKIMMER WILL BE REPAIRED
IMMEDIATELY.
9. BAFFLES WILL BE REPAIRED AND/OR REPLACED SHOULD THE FABRIC COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED WHEN
OT ACCUMULATES TO ONE-HALF THE HEIGHT FO THE BAFFLE.
A. STABILIZATION NOTES
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF
ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND ANY
OTHER UNSTABILIZED AREAS.
4. INSPECTIONS
QUALIFIED PERSONNEL (PROVIDED BY THE DISCHARGER) WILL INSPECT DISTURBED AREAS OF THE
CONSTRUCTION SITE, AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION
THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE
VEHICLES ENTER OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24
HOURS OF THE END OF A STORM THAT IS 0.5 INCHES OR GREATER. WHERE SITES HAVE BEEN
FINALLY STABILIZED SUCH INSPECTIONS SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH.
DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO
PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING
THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN
SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE
LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION
CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATERS.
LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF
OFFSITE SEDIMENT TRACKING.
BASED ON THE RESULTS OF THE INSPECTION, THE SITE DESCRIPTION IDENTIFIED IN THE PLAN IN
ACCORDANCE WITH PARAGRAPH IV.D.L OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,
AND NATURAL RESOURCES NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES THAT ARE CLASSIFIED AS "ASSOCIATED WITH INDUSTRIAL
ACTIVITY" BY EPA REGULATION, HEREINAFTER REFERRED TO AS THE NPDES PERMIT, POLLUTION
PREVENTION MEASURES IDENTIFIED IN THE PLAN IN ACCORDANCE WITH PARAGRAPH IV.D.2 OF THE
NPDES PERMIT SHALL BE REVISED AS APPROPRIATE, BUT IN NO CASE LATER THAN 7 CALENDAR
DAYS FOLLOWING THE INSPECTION. SUCH MODIFICATIONS SHALL PROVIDE FOR TIMELY
IMPLEMENTATION OF ANY CHARGES TO THE PLAN WITHIN 7 CALENDAR DAYS FOLLOWING THE
INSPECTION.
A REPORT SUMMARIZING THE SCOPE OF THE INSPECTION, NAME(S) AND QUALIFICATIONS OF
PERSONNEL MAKING THE INSPECTION, THE DATE(S) OF THE INSPECTION, MAJOR OBSERVATIONS
RELATING TO THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN, AND
ACTIONS TAKEN IN ACCORDANCE WITH PARAGRAPH IV.D.42 OF THE NPDES PERMIT SHALL BE
MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST
THREE YEARS FROM THE DATE THE SITE IS FINALLY STABILIZED. SUCH REPORTS SHALL IDENTIFY ANY
INCIDENTS OF NONCOMPLIANCE WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NON-
COMPLIANCE. WHERE A REPORT DOES NOT IDENTIFY ANY INCIDENTS OF NONCOMPLIANCE, THE
REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN COMPLIANCE WITH THE STORM
WATER POLLUTION PREVENTION PLAN AND THE NPDES PERMIT REFERENCED ABOVE. THE REPORT
SHALL BE SIGNED IN ACCORDANCE WITH PART VI.G. OF THE NPDES PERMIT.
THE GENERAL CONTRACTOR AND ALL CONTRACTORS NOTED IN THE "LIST OF CONTRACTORS" AGREE TO
THE CONDITIONS OF THE FOLLOWING CERTIFICATION. THE GENERAL CONTRACTOR HAS SIGNED THE
FOLLOWING CERTIFICATION INDICATING HIS ACCEPTANCE OF THE TERMS AND CONDITIONS.
1 CERTIFY BY MY SIGNATURE BELOW THAT I ACCEPT THE TERMS AND CONDITIONS OF THE STORM
WATER POLLUTION PREVENTION PLAN (SWPPP) AS REQUIRED BY THE GENERAL NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES PERMIT NUMBER) ISSUED
TO THE OWNER/OPERATOR OF THE CONSTRUCTION ACTIVITY FOR WHICH I HAVE BEEN CONTRACTED TO
PERFORM CONSTRUCTION RELATED PROFESSIONAL SERVICES. FURTHER, BY MY SIGNATURE BELOW, I
UNDERSTAND THAT I AM BECOMING A CO-PERMITTEE WITH THE OWNER/OPERATOR AND OTHER
CONTRACTORS THAT HAVE BECOME CO-PERMITTEES TO THE GENERAL NPDES PERMIT ISSUED TO THE
OWNER/OPERATOR OF THE FACILITY FOR WHICH I HAVE BEEN CONTRACTED TO PERFORM PROFESSIONAL
CONSTRUCTION SERVICES. AS A CO-PERMITTEE, I UNDERSTAND THAT I, AND MY COMPANY, AS THE
CASE MAY BE, ARE LEGALLY ACCOUNTABLE TO THE NC DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES (DENR) UNDER THE AUTHORITIES OF CONDITIONS OF THE SWPPP. I
ALSO UNDERSTAND THAT DENR ENFORCEMENT ACTIONS MAY BE TAKEN AGAINST ANY SPECIFIC CO-
PERMITTEE OR COMBINATION OF CO-PERMITTEES IF THE TERMS AND CONDITIONS OF THE SWPPP
ARE NOT MET. THEREFORE, HAVING UNDERSTOOD THE ABOVE INFORMATION, I AM SIGNING THIS
CERTIFICATION AND AM RECEIVING CO-PERMITTEE STATUS TO THE AFOREMENTIONED GENERAL
NPDES PERMIT."
COMPANY NAME
SIGNATURE DATE
7. LONG TERM MAINTENANCE OF DRAINAGE AND STORMWATER MANAGEMENT SYSTEM
THE DRAINAGE SYSTEM WILL BE PRIVATELY OWNED
AND MAINTAINED BY NEW HANOVER COUNTY AFTER CONSTRUCTION IS COMPLETE.
8. GENERAL NOTES
I. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE
WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN CASE MORE
THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, UNLESS ACTIVITY IN THAT PORTION OF THE
SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS.
2. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR
AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF (0.5) INCH. DAMAGED OR INEFFECTIVE
DEVICES SHALL BE REPAIRED OR REPLACED, AS NECESSARY.
3. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL
EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED AND
STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION.
4. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION
UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDIMENTION. ALL TEMPORARY CONTROL DEVICES SHALL BE
REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
5. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED
ROADWAY FROM CONSTRUCTION AREAS. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM
PAVEMENT AS MAY BE REQUIRED.
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
P
v�
J
U GpROpN
i
SEAL:
NOi
\�P,.•� ••.; dr.
zz
,Q��
S� ,
$ •ram
:a
xww� of -
a: O�O
Ui :oL
y: �
dl La • .`4P
Cmo � Y
y \ 4 U
ON
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax: [phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 www.hadenmtanziale.com
& y0
■r
�� z
GO
Qf
~e•ERAt,G►
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NO 28405 w .thomas-hutton.com
BMS Ares tPC
514
7 1 514 Market Street
PO Box 3667
Wilmington, NO 28406
Tel: [phone]
Fax: [phone]
REVISIONS:
0' 0.5' 1' 2' NORTH
SCALE: V = F
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil
Sediment & Erosion
Control Notes
SHEET: C4

s
NORTHSHORE DRIVE ,
i
i
e'7V"' .
'
II
� I
I
I
II
t I
I
DU� . ,. /,.
NE \ PLAYGROUND \� >S•,,.• \ `�
/ ` Lt•'J' AREA
)ROPOSE
IC/RESTROOM = , \ \ '�'" /
BUILDING J� / / \
\ — ---
/
\. WETLAND�•
SF k
l �. ,�` ��.- _- ', GIP \\�L A % \
/ I j 1 /
\VI J
106
/
i \ . RPIP / I z
vela-•� � _ .\ \ � I � ,
(SEE DETAIL)
I NATURAL AREA
TO REMAIN
SCD swALE #2 GROUSE WOODS DRIVE /
°EftlsrN+s \ / � _ `�--�
Z,L7'/1f/�`-/f,��3 ' r� - I -I - WOODLINE RIP RAP
(SEE RR-OSS _
DETAIL)
- • �• - \ \ (SEE DETAIL.) NATURAL AREA
\SWALE /3 TO REMAIN \
CC -� CL - •> - - - - ® \ REMOVE EXISTING EXISTING C"
CL cc - - GRAVEL ROAD WOODLINE
(SEE DETAIL)
I � /
i\ Legend
\ SF TEMPORARY SLT FENCE —SF— -- -' 1 ' I y North Carolina
I\ \ TREE PROTECTIONU/TS OF DU"AXMAMCE r �'
\ -0-:r:r•.- \ I I
1 TREE REMOVAL X
\
FR—O-S-Q RIP\
RAP OUTLET STABILIZATION Call Center
AT1pN STRUCTURE ® ' Call Before You Dig
I
1 1
1 I I �� "It's The Law"
Es --I
STOW CHECK DAM
GIP HARDWARE CLOTH AM GRAVEL INLET PROTECTION 1-800-632-4949 � '
` `' \ �' \ • \ FRPIP1 ROCK PPE @LET PROTECTION
• \ REMOVAL OF EIOBTWO
1 \
GRAVEL ROAD
TEMPORARY CONSTRUCTION ENTRANCE
/\
1
/ - 1
\
'c /
os
\% I
I III i.. � 1� �-� tom•- �p.,a, #� � /
30' NCDENR BUFFER
11' I
111 it I
111 EX
ill
II —
111 I
1\II I PIC
SF
111\ \
\11\\ IS
EXISTING TOP 1 \\\ \
\\\ , \\\\\\\\
\ \\ \\\ \ \\ \
1
/NOTE -
ALL SLOPES EXCEEDING 4ti• ALL $WALES AND ALL-
OWTUNBANCE ON THE LAKE ODE OF THE D' TRAIL
\ \ SHALL BE STABLQED WITH EXCELOKNI MATTING OR
APPROVED EaUIVAILENT. FMAINTENANCE, REPAIR CONTRACTOR
REPLACEMENT OF
ALL EROSION CONTROL MEASURES AS REOUIRED
\ )J \ + THROUGHOUT CONSTRUCTION. SILT FENCE SHALL BE PLACED 1'
/ 1 INSIDE PROPERTY LINE, WITHIN
�1 SCD ROADWAY CORRIDOR.
\\ = ® GIP REMOVE EXISTING \ SCD GRAVEL ROAD
SW / I
+ — — —
- - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 20'VEGETATED BUF CL CL
-�! — a�=---- �----
--- ---- ---- — ct---- --- --
CL — CL —
PROPERTY LINE _ _ �— - T�
LIMITS OF I RR-OSSfI
' DISTURBANCE (SEE DETAIL)
(TYPICAL) i
• /- EROSION CONTROL '
MATTING (SEE DETAIL)
I / �
--FTC-El/
\\\\\\\\\\\\\i\\\\\\\\\\\\\\\\\\\\��.�\\\\\�\\e\\\\\\\�\\\ � �` ®M \1 ®®\\®®\\� \� \\\a ° �. a �1, _ 1. .EXISTING PAVEMENT
- L�
FENCE EXISTING CHAIN LINK GATE TO
BE REMOVED AT END
OF CONSTRUCTION
�\
ke
/
New Hanover
County Parks
Smith Creek
0A rAY 1, IMY 11 .
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 2potsvme Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 www.hadenstaximlexom
Z19 Station Road
Tel: [phone]
suite 101
Fax: [phone]
Wilmington, NC 28405 Www.thoram-hutton.com
BMH Architects, PC
514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
. ..
Fax: [phone]
REVISIONS:
V
a�
0' 30' 50' 120' NORTH
SCALE: 1" = 60'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: OR
TITLE:
Civil Clearing,
Sediment, & Erosion
Control Plan
SHEET: C5

R N.

North Carolina
(3)
One Call Center
Call Before You Dig
"Its The Law"
1-800-632-4949
41 IV 'V ILI IV \\ /
Legend / � W ILI W\ \
F—SF-1 TEMPORARY SILT FENCE — SF
LIMITS OF DISTURBANCE `11 4, •� •�/ •�/ ,� \rye j •,
TREE PROTECTION—0-0�--/0-0— `I' 14'
TREE REMOVAL Z • • •� W
NEW HANOVER COUNTY
ROS RR RAP OUTLET STABILIZATION STRUCTURE ® / I, 1 �, v, W y, W CONSERVATION OVERLAY
W .I. - \ /
SCD STONE CHECK DAY SIGN � W � .W W .I. W DISTRICT 25' BUFFER
W
GIP HARDWARE CLOTH AND GRAVEL INLET PROTECTION W W '/ 1, / '41 41 4'
.I, 1 1 1 \ o
RPIP ROCK PRE INLET PROTECTION / 14, \, W y 'L, �, W • . \ - - N 11
r
REMOVAL OF EXISTING ® / / .
GRAVEL ROAD .1, „L ,N, .� .I. IV / � w y, W + w • ..I. • .'V ' w '
FT—CE-1 TEMPORARY CONSTRUCTION ENTRANCE 41
w v w L •' ��
.I� w w � w / w •/w .1. .1. w w w w• �- .I. �/ •�.�•�
Ilk .i, V� W ��• �✓ W J. W y,• .N, ,• XISTING 24„�•�, �•
yCPP_ �• I
w w .11 w w/ / _w w w a' w w 1
w W w
\11 41 14, 1
EXISTING WOOD LINE
w / w / w w; + w w w w •.� •w w \ '
/\
w w w w w' w 1 w .I. '• w .1. w ILI
w w IV w .I.
\ w w w 1 w w w w w w 41 w \k ` C1
1 w I w w :I..
w w w + w w .41 w w w „v 41 w w w• w w \\
i.I. I w 1 WETLANDS .V w � 14, • . w (1� \i
+ W 11, \41 11, 14, W \V W \11 W W W W 11, W
n 1
IV i
W W + W y W 11, 'L �
1 �1� � w
m-
W 'Y 1L Ji VL JVW W W✓ W + W W W '• W
y w
11, 41
+1 1
�L L L Vi /L � W Y W •L W J� W � W � W W L � v ✓ V� � W Ji �'
/ w \11 41
w w �/ �t- w w �✓ w w w w w
.i. w w �. . /i w u- w 4,FLOOD20NE AE 4,
(ELEV. 20)
/.v w .I. w / w /w w w 4 oc w w w w w w w w w .v w q, w w w
/ v A, � w 14, w �IM44 w• w � w � 41 w � IVw w w w � .I' w w w w
1 w/ w d. w Q�Z w + q, .I„ u- w \11 41 y w � \11 w w w 41 w
W 14,IV m .• \L Ji J, W 1L W � �L W J, IV 1P . 1P Ji •L IV 41<L Ji
Q
+ 1 `off `��'
.I. y .I- W/ W/ .I. 'LI W W W W W .t' W W W + 41 .I. .li .+ W .li 41 W W 41* . .1.
1 / 11, 11, 41 11, IV � 4: 'k IV IV IV
FLOOD ZONE X
W W \Ji .1. W W W .v W IV W \v W W W W W '4' 41 W W W
+ 14, / W .1, W \L W W � W 4, 11, IL 41 \11
q, \11 '✓ / w /w .I. w w w w .1„ 'k \1' .11 w 'k q,
W \11 W W 11, IV W W W •l; IV W J. Iv + .v
—y— s--z� — T—s-- -----z--�---> s--z 14 s--�,---,�--z-- —> --z=• ; --s: —z•---------
..n.,,. .`F" ..... � .�.xn i:.._.�4. �n a ..z.,�,�•`;. ':' Y�..�'� :.r s.�n�.�`'....,. „�.,°..}'�,�: 3� •afra'�f y�
WOOD LINE
NCDENR BUFFER
BUFFER ,'+,Q z ,.. w '"�- �. -EXISTING TOP OF BANK
�3 <'x. s fie" .,' `%~-y
= NOTE-
ALL SLOPES EXCEEDING Ii. ALL SW
ALES AND ALL
DISTURBANCE ON THE LAKE SIDE OF THE D' TRAIL
T A SHALL BE STABILIZED WITH EXCELSKIR MATTSN4 OR
APPROVED EQUIVALENT. CONTRACTOR RESPONSIBLE
-FOR MAINTENANCE, REPAIR AND/OR REPLACEMENT OF
a ALL ER08KN! CONTROL MEASURE8 AS REQUIRED-
-THR000HOUT CONSTRUCTION.
NEW HANOVER COUNTY
CONSERVATION OVERLAY
DISTRICT 25' BUFFER
A
/'i
C`
ILI
--- 20' VEGETATED BUFFER
— — — — — — — —
PROPERTY LINE
New Hanover
County Parks
Smith Creek
VICINITY
MAP:
SITE
O
Ir
Q�
K
a
W
J
u GORDON
i
SEAL:
N
Np�
\"Nip.•••U•'•• .162�d
•
O� tno- m ,
arw
U� O�WU�- :¢C
=z 0a
Yd;•.
•.....006
v�P
IS
20 N Z
ti u
0/ Q
CLIENT:
New Hanover County
Parks Department
230 Government C',...�r Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 w .hadenstanzialexom
ns'm
P-cl
BRI
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 w .thomas-huttonxom
Architects,BMH PC
514
I 1 514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
.. . , Fax: [phone]
REVISIONS:
.7 a�
0' 30' 60' 120' NORTH
SCALE: 1" = 69
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil Clearing,
Sediment, & Erosion
Control Plan
SHEET: C7

NOTE: ��� L B
L A THE AND BDISTANCE UCH A T POINTS ARE OFEQUALELEVATION./ ��
SPACING BETWEEN CHECK DAMS
1.5' MIN.
FILTI
STONE CHECK DAM SCD
NOTE:
1. ALL STONE SHALL E REMOVED UPON PERMANENT
STABILIZATION OF ALL AREAS DRAINING TO PPE END.
3'
MIN.
STONE SHALL TIE INTO
EMBANKMENT TO PREVENT
WATER FROM CUTTING
AROUND THE ROCK.
NOT TO SCALE
PLAN VIEW
V SHALL BE PLACED�PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
SECTION
STONE
NCDOT #5 STONE
3'
MIN.
RIP RAP
CLASS A
ROCK PIPE INLET PROTECTION
NOT TO SCALE
RPIP
UPSTREAM APRON WIDTH
(3 x PIPE DIA OR 5' MIN)
1.5' EQUAL 1 1.5'
TOP OF SLOPE I MIN. 7 MIN.
F57 STONE
OT #5 STONE
DRAINAGE PIPE
W Du O Ov
a
> RIP RAP
FINISHED GRADE if
DEPTH VARIES O O
SEE CHART
DOWNSTREAM APRON WIDTH (La + PIPE DIAMETER) �J
END VIEW 1
12' (TYP)
FINISHED GRADE
RIP RAP TO TOP
-I I-1 i I-11 OF SLOPE
TUCK UNDER SOIL -_
12' MIN. TYPICAL
\ DRAINAGE PIPE
ONE LAYER OF FILTER FABRIC J
SHALL BE PLACED PRIOR TO
PLACEMENT OF RIPRAP, MIRIFI
140N OR EQUAL
IICCI!_M !`GITG�I A. SECTION
RR-OSS
NUMBER
RIP RAP
MIN SIZE (IN)
RIP RAP -
MAX SIZE (IN)
RIP RAP
DEPTH (IN)
UPSTREAM
APRON WIDTH (FT)
DOWNSTREAM
APRON WIDTH (FT)
APRON
LENGTH La (FT)
1
3
8
I2
5
5
5
2
3
8
12
6
6
6
3
3
1 B
1 12
1 5
1 5
1 5
4
3
1 8
1 12
1 5
1 5
1 5
15'
EXISTING PAVED
ROADWAY
3:1 SIDE SLOPES
SECTION A - A
SEDIMENT BARRIER
(#57 STONE)
SUPPLY WATER TO WASH
SILT FENCE
/®
I I FLOW �y0
2 % OR GREATER
UNDERLINER
NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO BASIN
AS REQUIRED.
A.
�O,),, FLOW
r
a
3
o ro
0
¢
AO
o,
I A N.S.A. R-2 (1.5'-3.5')
a
c
I COARSE AGGREGATE
20,
>
MIN. 6' THICK
MIN.
W/ GEOTEXTILE UNDERLINER
a
I
�
O
z
o o o
N
w
I DIVERSION RIDGE
50' MIN.
NOTE
PLAN
1. IT IS RECOMI04DED
THAT THE ENTRANCE & F THE ACTION OF THE VEHICLE TRAVELING OVER
4, THE DOT SHALL E MAINTAINED N A
AREA E EXCAVATED
TO A DEPTH OF 3 NOES THE GRAVEL PAD DOES NOT SUFFICIENTLY REMOVE
CONDITION WHICH WILL PREVENT TRACKING
AND E CLEARED OF
ALL VEGETATION AM ROOTS THE MUD. THE TIES SHOULD E WASHED PRIOR 70
GR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY.
ER7RNILE (M70 PUBLIC RIGHTS -OF -WAY
THIS MAY EOLBE PERIODIC TOP DRESSING MTN
2 ON RE GRADE TOWARD THE WHEN WASHING IS REQUIRED. R SHALL E DOE
1.5 TO 3.5 NOG STONE. AS CONDITIONS DEMAND.
ED A EA IS
PAVED AREA 5 THAN 21: A
ES ON AN AREA WITH 5701E
AND REPAIR AND/OR C EANOUT OF ANY
C HI SIDE
RD(E 8 70 8 NpiS HIGH WITH 3:1 SIDE SLOPES
T THE SEDIMNT-
PR NS THAT I PT THE
THAT NCTIT
TRAP SEDIMENT ALL
SHALL E CONSTRUCTED
ACROSS THE FOUNDATION LADAND
LADEN RUNOFF AND DIRECT R INTO AN
L94W I
IL
AILS SPILLED, DROPPED. WASTED. (IR
MATERISTRUCTALS
APPROXIMATELY 15
FEET ABOVE THE ROAD.
APPROVED SEDIMENT TRAP OR SEDIMENT BASH.
TRACK FROM V OR 577E ONTO
ROADWAYS O STORM
ROADWAYS OR N10 57(IRM DRAMS MUST
E REMOVED IMMEDIATELY.
TEMPORARY CONSTRUCTION
EXIT
NOT TO SCALE
TCE
CONSTRUCTION SPECIFICATIONS
I. WHENEVER FEASIBLE, THE BERM SHALL BE BUILT BEFORE OTHER
CONSTRUCTION
ON THE SITE BEGINS.
2. THE BERM SHALL BE LOCATED SO THAT IT WILL NOT BE DAMAGED BY CONSTRUCTION
OPERATIONS AND TRAFFIC.
3. THE BERM SHALL BE LOCATED FAR ENOUGH AWAY FROM THE DISTURBED
AREA TO
PERMIT MACHINE RE -GRADING AND CLEAN -OUT.
4. THE BERM SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER
CONSTRUCTION,
UNLESS IT WILL REMAIN IN PLACE FOR 30 DAYS OR LESS.
NOTES:
1. UNLESS OTHERWISE NOTED OR LABELED, GENERAL RIP RAP DIMENSIONS TO BE 5'1 (MIN RIP RAP SIZE IS 3'; 12' DEPTH).
RIP RAP OUTLET STABILIZATION STRUCTURE
NOT TO SCALE
RR-OSS
DRIP LINE
SNOW FENCE OR
BOARD FENCE
CORRECT METHODS OF TREE FENCING
TREE PROTECTION
NOT TO SCALE
TP
MATS / BLANKETS SHOULD BE
INSTALLED VERTICALLY DOWN,
SLOPE
#
ISOMETRIC VIEW4
NOTES:
1. SLOPE SURFACE SHALL E FREE OF ROCKS
CLODS, STICKS AND GRASS. MATS I BLANKETS
SHALL HAVE GOOD SOIL CONTACT.
2. APPLY PERMANENT SEEDING BEFORE PLACING
BLANKETS.
3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE
TO MAINTAIN DIRECT CONTACT VWTH THE SOIL
DO NOT STRETCH.
4. BLANKETS SHALL E BIODEGRADABLE EXCELSIOR
EROSION CONTROL MATTINGIBLANKET OR SIMILAR.
5. ALL SLOPES EXCEEDING 4:1. ALL SVWUI AND ALL
DISTURBANCE ON THE LAKE SIDE OF THE 10' TRAIL SHALL BE
STABILIZED VWTH MATTING.
6. CONTRACTOR RESPONSIBLE FOR MAINTENANCE. REPAIR
AND/OR REPLACEMENT AS REQUIRED THROUGHOUT
CONSTRUCTION.
EROSION CONTROL MATTING
NOT TO SCALE
'4 4i
FENCE
DROP INLET
WITH GRATE
HARDWARE CLOTH
STEEL POST
19 GAUGE HARDWARE -
CLOTH (1/4' MESH
OPENINGS)
RUNOFF WATER NCDOT #5 OR
WITH SEDIMENT #57 WASHED
STOLE
ar...
NOTES:
FILTER CLOTH FOR SILT FENCE SHALL BE A TREVIRA TYPE II PRODUCT,
CATALOG NO. 1120 AS MANUFACTURED BY THE HOECHST CELANESE
CORP. OR AN APPROVED EQUAL.
WOVEN WIRE FENCE SHALL BE REQUIRED AS A BACKING FOR FILTER
FABRIC WITH AN ELONGATION AS DETERMINED BY ASTM D 1682 OF
50% OR GREATER. THE WIRE FENCE SHALL BE A MINIMUM OF 32 8' MAX. OR AS DIRECTED BY ENGINEER
INCHES IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES
WITH 12 INCH STAY SPACING. n TOP STRAND CIO GAGE
ONLY STEEL POST MAY BE USED. STEEL POST SHALL BE A MINIMUM
OF 5 FEET LONG, WEIGH A MINIMUM OF 1.3 POUNDS/FOOT, AND HAVE
PROJECTIONS FOR FASTENING THE WIRE OR THE FABRIC TO THE POST.
GA
STEEL POST SHALL ALSO HAVE A METAL PLATE SECURELY ATTACHED 01UKU 1/2 GAGE
SUCH THAT WHEN THE POST IS DRIVEN TO THE PROPER DEPTH, THE
PLATE WILL BE BELOW GROUND LEVEL FOR ADDITIONAL STABILITY.
POSTS SHALL BE INSTALLED TO A DEPTH DIRECTED BY THE ENGINEER, eoTTo2s RA16
WITH I TO 2 INCHES OF THE POST PROTRUDING ABOVE THE TOP OF THE 010 GAGE
WIRE FENCE OR FABRIC BEING IDEAL, BUT IN ANY CASE, NO MORE THAN/ y/,yam
3 FEET OF THE POST SHALL PROTRUDE ABOVE THE GROUND.\;\!.\�.�"
U EXISTING GROUND
ELEVATION
PLAN
4' MAX -
;' e. e
DROP INLETS V
WITH GRATE crrTlnkl
16,
057 WASHED
STONE
STEEL
POST(TYP)
NOTE:
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY
FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT, LESS THAN I ACRE) WHERE SHEET OR
OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL.
CONSTRUCTION SPECIFICATIONS
DROP INLET SEDIMENT FILTER
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE
POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4' APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE LEAN GRAVEL (NCDOT #5 OR 057 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16'
AROUND THE WIRE. AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE ACCUMULATED
SEDIMENT AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH SOD A MINIMUM 24' AROUND INLET.
USE SOD TYPE AS SPECIFIED ON LANDSCAPE PLAN.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION TTO SCALE
GIP
NOTES
ALL PERMANENT GRASS PL4NTflVGS SHALL BE MULCHED
*INDIGPTESMARGINAL(BGIfPERMISSUME)PLANITNGDATE
L UIVSCARDUED
2 SCARIFIED
3. CENTIPEDESODCANBE USEDASPERMANENTCOVERANY77ME EXCEPTIUNE THRUOCTOBER
SEEDING RATES FOR TEMPORARY
B PERMANENT
COVER
RATE PER ACRE
RATE PER ACRE
TEMPORARY
PERMANENT
SEEDED ADDED
SEEDED ADDED
MONTH
COVER
COVER
ALONE TO MIX
ALOE TO MIX
* LESPEDEZA, ANNUAL
40 b.. D k
+ BAHIA, PENSACOLA
60 b.. 30 b..
JANUARY
s RYE
3 111 ,6 ba
BERMUDA. UNNULLED
10 b.. 6 be.
+RYEBRASS. ANNUAL
40 111-
CENTIPEDE. $DO
- _
+WHEAT
3111 .5 bb
LESPEDEZA, SERICEA 1
75 bA -
LESPEDEZA. ANNUAL
40 b.. D be.
s BAHIA. PENSACOLA
sob. 30 b..
* RYE
3 b¢ ba
CENTIPEDE. SODB,
I
- _
FEBUARY
* RYEBRASANNUAL
40 111 .5
LESPEDEZA. SMKEA
2
75 Be. _
756. -
+LESPEDEZA. SEDWEA
• LESPEDEZA. ANNUAL
40 b.. 1060.
BAHIA. PENSACOLA
SOB.. 30 b..
* RYESRASS. ANNUAL
40 be. -
D
BEEDE,
10 be. 6 &..
MARCH
UD +SANBRAS8
80 b.. -
S
* LESPEDEZA. SERICEA 1
73 Na -
LESPEDEZA. SERCEA 2
75 b.. -
BAHIA. PENSACOLA
60 Am 30 b..
MILLET. BROWNTOP
40 b.. O be.
BERMUDA. UN U LED
10 b.. 6 b..
ARIL
+ARMLET, PEARL
50 b.. -
• CENTIPEDE,
LESPEDEZA. O DICEA I
75 b.. _
SUOANBRASB
60 N.
IESPEDEZA, SEDICEA 2
75 bA -
BAHIA, PENSACOLA
60 b.. 30 6..
MLLET, BROWNTOP
40 Am 10 b..
BBEENTIPE U� LED
1068. 6 64
MAY
MLLET, PEARL
I
50 m
s LESPEDEZA. SEDXI 1
75 11 _
SUDANBRASS
60 b.. -
LESPEDEZA. SEDICEA 2
75 b.. -
BAHIA. PENSACOLA
60 b.. 30 6..
MILLET. BROWNTOP
10 64 D 6..
+ BERMUDA. UN LLLED
1
10 6.. 6 M
'IUNE
MLLET, ►EARL
50 64. _
* LESPEDEZA. SEDICEA
756. _
SUDAMORASS
60 b.. -
• LESPEDEZA. SEDICEA 2
75 b.. -
. MILLET, BROWNTOP
40 Ib.. 10 61
• BAHIA. PENSACOLA
60 b.. 30 b..
JULY
MILLET, PEARL
30 b.. -
s LESPEDEZA. SEDICEA 1
75 b.. _
SUDANBRASS
60 b.. -
AUGUST
* MILLET. PEARL
50 b.. -
* BAHIA. PENSACOLA
sobs. 30 b..
+ RYEGRASS, ANNUAL
40 b.. -
s LESPEDEZA, SEDICEA 1
75 11 _
* BARLEY
3 ba .f k
* BAI II PENSACOLA
6066. 3060.
SEPTEMER
+OATS
4 b.. I ba
LESPEDEZA. SEDICEA 1
75 6.. _
+RYE
3 bG. .5 ba
RYEMA8S, ANNUAL
40 K -
• WHEAT
3 W. .5 bu
BARLEY
3 be. D be.
* BALM, PENSACOLA
6068. 30 b..
OCTOBER
OATS
4 br 1 bD.
LESPEDEZA. SEDICEA 1
75 1b& _
RYE
3 bn .5 114
RYE6RASS. ANNUAL
40 Am -
WHEAT
3 bu A b..
BARLEY
3 be. .5111
* BAMA. PENSACOLA
60 b.. 30 Mw
NOVEMER
OATS
4 b.. 11041.
BERMUDA. UNH ULLED
10 b.. 6 b..
RYE
3 b4 .5 be.
CENTIPEDE, 500
1
- _
RYE6RASS, ANNUAL
40 b.. -
LESPEDEZA. SEDICEA
75 lb.. _
WHEAT
3 114 5 be
BARLEY
3 b.. .5 111
s BAHIA. PENSACOLA
60 6A 30 b4
DECEMER
OATS
4 b.. 1 b..
BERMUDA. kMHULLED
1068. 6 6..
RTE
3 111 A b..
CENTPEDE. $00
1
- -
RYEGRASS. ANNUAL
40 64 _
LESPEDEZA, SEDICEA
75 b.. _
WHEAT
3 b.. 3 111
WOVEN WIRE'
W/ FILTER FABRIC
- EDGE OF RIGHT OF WAY
- METAL POST
- WIRE MESH REINFORCEMENT (AS REO'D)
- FILTER FABRIC \\\�\
FABRIC ANCHORAGE \
BACKFILL IN EI 6" FILL
TRENCH W/ TAMPED
\\\\\
NATURAL SOIL
S10N
106
U
i
EXISTING GROUND
CROSS SECTION
TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
SF
FERTILIZER REQUIREMENTS
TYPE OF
SPECIES
YEAR
ANALYSIS OR
EQUIVALENT
N-P-K
RATE
N
TOP DRESSING
RATE
I. COOL SEASON
FIRST
6-12-12
150016s./ae.
50-100 Ibs./ac. * I & 2
GRASSES
SECOND
6-12-12
I000Ibs./0C.
-
MAINTENANCE
10-10-10
400 Ibs./ac.
30
2. COOL SSEgASON
FIRST
6-12-12
150016s./ac.
50-100 Ibs./ac. * 1
LEGUMES AND
SECOND
0-10-10
IOOOIbs./ac.
MAINTENANCE
0-10-10
400 Ibs./ac.
_
3. GROUND COVERS
FIRST
10-10-10
1300lbs./ac. * 3
-
SECOND
10-10-10
13001bs./ac. * 3
-
MAINTENANCE
10-10-10
1100 lbs./ac.
-
4. PINE SEEDLINGS
FIRST
20-10-5
ONE 21-GRAM
-
PELLET PER
SEEDLING PLACED
IN THE CLOSING
HOLE
5. SHRUL@
FIRST
0-10-10
7001bs./ac.
-
LESP DEZA
MAINTENANCE
0-10-10
7001bs./tIC. * 4
6.TEMPORARY
FIRST
10-10-10
500lbs./ac.
30 Ibs./ac. * 5
SEEDEDCALONE
7. WARM SEASON
FIRST
6-12-12
I5001bs./ac.
50-100 Ibs./ac. * 2 & 6
GRASSES
SECOND
6-12-12
800lbs./ac.
50-100lbs./ac.
MAINTENANCE
10-10-10
400 Ibs./oc.
30 Ibs./ac. * 2
S. WARM
FIRST
6-12-12
I5001ba./ac.
50-100 Ibs./ac. * 6
ESgEASON
LEGUMES AND
MAINTENANCE
0-10-10
400 1ibs.%ac.
* 1 APPLYIN SPRING FOLLOWING SEEDING.
* 2APPLYINSPLPTAPPLICATIONS WIE'NHIGHRATESARE USED.
* 3APPLY i7V 3 SPLTIAPPLICATIONS.
* 4APPLY WHEN PLANTS ARE PRUNED
.
* SAPPLYTO GRASS SPECIES ONLY.
* 6APPLYWHENPLANTS GROW T OA HEIGHT OF 2 TO 47NCHES.
MULCHING MATERIALS AND APPLICATION RATES
MATERIAL
RATE PER
QUALITY
NOTES
ORGANIC MULCHES
ACRE
STRAW
1- 2 TONS
DRY, UNCHOPPED,
SHOULD COME FROM WHEAT OR OATS;
UNWEATHERED; AVOID WEEDS
SPREAD BY HAND OR MACHINE;
MUST BE TACKED DOWN.
WOOD CHIPS
5 - 6 TONS
AIR DRY
TREAT WITH 12 LBS NITROGEN/TON. APPLY
WITH MULCH BLOWER, CHIP HANDLER, OR BY
HAND. NOT FOR USE IN FINE TURF.
WOOD FIBER
0.5 - I TONS
AIR DRY
ALSOR REGERREED TO AS WOOD CELLULOSE.
MAY BE HYDROSEEDED. DO NOT USE IN HOT,
DRY WEATHER.
BARK
35 CUBIC
AIR DRY, SHREDDED
APPLY WITH MULCH BLOWER, CHIP HANDLER
YARDS
HAMMER -MILLED, OR CHIPS.
BY HAND. DO NOT USE ASPHALT TACK.
CORN STALKS
4 - 6 TONS
CUT OR SHREDDED IN
APPLY WITH MULCH BLOWER OR BY
4 - 6 IN. LENGTHS.
NOT FOR USE IN FINE TURF.
SERICEA LESPEDEZA
1- 3 TONS
GREEN OR DRY; SHOULD
SEED - BEARING
CONTAIN MATURE SEED.
STEMS
NETS
RATE PER
QUALITY
NOTES
AND MATS
ACRE
JUTE NET
COVER AREA
HEAVY, UNIFORM; WOVEN
WITHSTANDS WATERFLOW. BEST WHEN USED
OF SINGLE JUTE YARN.
WITH ORGANIC MULCH.
FIBERGLASS NET
COVER AREA
AIR DRY
WITHSTANDS WATERFLOW. BEST WHEN USED
WITH ORGANIC MULCH.
EXCELSIOR
COVER AREA
AIR DRY
WITHSTANDS WATERFLOW.
(WOOD FIBER)
MAT
FIBERGLASS
0.5 - 1 TONS
CONTINUOUS FIBERS OF DRAWN
APPLY WITH A COMPRESSED AIR EJECTOR.
ROVING
GLASS BOUND TOGETHER WITH
TACK WITH EMULSIFIED ASPHALT AT A RATE
A NON -TOXIC AGENT.
OF 25-35 GAL/1000 SO. FT.
CHEMICAL
RATE PER;��
STABILIZERS
ACRE
OUATAAY
FOLLOW MANUFACTURER'S SPECIFICATIONS ✓u/v
A
;r:
CURASOL AK
PETROSET SS
-
TERRA TACK
CRUST 500
NOTES: /
GENAQUA 743
L REFER TO PRACTICEGRASS LINED CHANNELS. "=�J
M-145
2: USE OF TRADE NAMESS D DOESES N NOT IMPLY ENDORSEMENT OF PRODUCT
I�
r
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
6
o-
moo'
.`o
Q�
K
j
J
u GOROQN
Z
SEAL:
NO/
\�P......... ;Ar
.aka a�
S
MU. 07WU4 .n �
=Z :OR
dory..
i(J 0 War
S O CY
ON
IN
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning. .
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 www.hadenstanziale.com
s y`
T 0_
�O
Q'
BRI
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 www:thomas-huttomwm
BARS Architects, PC
514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
Fax: [phone]
REVISIONS:
TAN
0.5' 1' 2' NORTH
SCALE: NOT TO SCALE
DATE: AUGUST
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil Clearing,
Sediment, & Erosion
Control Details
SHEET: C8

0
I ` J
N 11/2' REBAR O9
\ .6N
/ E 2,34646,23234.20
WADMAM 001f[ 2
N 35• i 55- E--1 4
139.1r /
/ +�• 5/W REBAR m•
/ N 197.182.68 �. W
/ E 2 3444.68.86
/ n
I / a �S 280' E
\ ! 131.34.34\
' \ � M Pt
ayg,9492 p. m E 2`346 642.00 \
S 460 09 P2 E a,
285.81'
39 ' 1
w PT " 4.93.45 �
/ N 0 N 196,151.09
E 2,346,533.01
1000 S 86"B_E
3 3\ N
/ 10,E — 346.69' y®e�
• -
SEE INSET "C"
+ .
---L—L=--�-- _-=--i—�— —r— — — — — — ----------------------------------------------------------_ _ -----_ _ -----_ _ -----_ _---------- _----
HORZONrAL AND VRIMM CONTROL TAM
POINT
NORTHINO
BAST[NO
ELEVAMN(DATIY1Q
DHSCEMON
6
194,9111.31
2,34 AM.03
45.92(NAVD 83)
CONCRETE '
7
195,196.56
2,346,SWS7
46.92(NAVD98)
CONCRETEMONUMB14T
8
195,792.71
2,346,650.47
44.75(NAVD88)
CONCRETE h(ONLQABW
9
197,2X17
2,346,645.04
32A6(NAVD99)
CONCRETRMONUIWENI'
10
197,664.94
2,345,912.27
29.09(NAVD 88)
PK NAB.
13
195,756A7
2,347,856.94
44ARNAVD 88)
PK NAB.
14
196,29834
2,348,371.10
4138(NAVD88)
5B"RHBARWITHCAP
IDOD
196,172.14
2,346,197.95
31.62(NAVD 88)
5B' REBAR WITH CAP
1037
196,252A9
2,345,631.48
25.56(NAVD U)
SW REBAR Wfffl CAP
1039
196,37714
2,344,922.58
23.96(NAVD 99)
SA" REBAR WITH CAP
1039
196,830.97
2,344,21KOS
20.41(NAVD U)
Yr REBAR WITH CAP
INSET 'A"
NOT TO SCALE
ZI
--aJ24.---
1' CRIMPED
N 195,959.171
E 2.347.096.98
INSET "B"
NOT TO SCALE
INSET "C'
NOT TO SCALE
NOTES
I. HORIZONTAL AND VERTICAL CONTROL SHOWN ON THIS SHEET IS TO BE USED FOR
ALL LAYOUT AND RECORD DATA FOR THIS PROJECT. IF DISCREPANCIES ARE
FOUND CONTACT THOMAS a HUTTON ENGINEERING CO. BEFORE PROCEEDING, IT
IS THE CONTRACTOR'S RESPONSIBILITY TO ESTABLISH SUPPLEMENTAL CONTROL
WITHIN THE PROJECT AS NEEDED.
2. ELEVATIONS FOR THIS PROJECT AND SHOWN ON THIS DRAWING ARE BASED ON
THE NAVD 88 DATUM.
3. COORDINATES FOR THIS PROJECT AND SHOWN ON THIS DRAWING ARE BASED ON
THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM. SINGLE ZONE,
NAD83(2007), U.S. SURVEY FEET.
4. COORDINATES SHOWN ON THIS DRAWING ARE GROUND COORDINATES.
5. THE AVERAGE COMBINED SCALE FACTOR USED FOR THIS PROJECT IS 1.00001962.
6. LINE AND CURVE TABLES ARE SHOWN ON SHEET CIO - CIZ.
f�X7�;lr
Q! BENCHMARK (VERTICAL ONLY)
® HORIZONTAL CONTROL POINT
(� COMBINED -HORIZONTAL AND
VERTICAL CONTROL
O CONCRETE MONUMENT
GRAPHIC SCALE
( 1N FEET )
1 inch - 200 ft.
ALAtWBA ORWE
✓e-
Q
New Hanover
County Parks
Smith Creek
VICINITY MAP:
ITE
a
�g
p
�P
0
ep�OrV
2
SEAL:
,p4'Qa- m
CU; 0OZU1� :oe
d51Z z • p
11111,11111111110
011111111181111
�.
ff
CcS
V ra I f
J
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
Hadenstanziale
planning
landscape architecture
3907 Wrightsville Ave., Tel: [phone]
Sane 24 Fax: [phone]
Wdmington, NC 29403 www.hadensmnziale.com
�' y4
T oz
GD
l'BR1t�6r
219 Station Road Tel• 910-332-3360
Suite 101 Fax: [phone]
WHmingtou, NC 28405 W W WAb0ma8-hatmn.com
BMH ArchRects, PC
514 Market Street
PO Box 3667
Wilmhoon, NC 28406
TeL [phone]
Fax:[phone]W
REVISIONS:
aQ
0' 100' 200' 400' NORTH
SCALE: 1" = 200'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
AWN BY: NJE
f
APPROVED BY: JDR
TITLE:
Survey Control
Plan
SHEET: C9

\ /
t I , \ a
RESIDENTIAL LOT
ZONED: R-15 RESIDENTIAL ---
LAND USE: RESIDENTIAL
North Carolina
(3)
One Call Center
Call Before You Dig
1-800-632-4949
,
10 q1t
DESIGNERS PLAN CERTIFICATION:
I •TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS PLAN HAS BEEN PREPARED IN ACCORDANCE
\`` WITH THE LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL."
1 �
uJUJ W / I N I i PRINTED NAME AND TITLE: JACK D REEL, PE / PRINCIPAL
.'t RESIDENTIAL LOT
\ / m I REGISTRATION NUMBER: 28179
Vi ZONED: R-I5 RESIDENTIAL
LAND USE: RESIDENTIAL V\1'
W `
I 1 1 I
1 I I
\ I
I I
/' �- --�- -- - -- -- -- -- -- -- -- -- ---J-- -- -- --
RESIDENTIAL LOT
III/I01N tK' ZONED: R-15 RESIDENTIAL
��••p�\—i / LAND USE: RESIDENTIAL
Q Q _
EX. GROUSE WOODS DR_
/ ? --- -- -- -- -- -- -- --T-- -- -- -- -- -- -------
RESIDENTIAL -- -- -- -- --__-
46----_ I
� LOT
EXISTING STORA ZONED: R-15 RESIDENTIAL '
+n ` BUILDING LAND USE: RESIDENTIAL
''� •R / / RESIDENTIAL LOT ' I
' \ rv/1 N ZONED: R-IS RESIDENTIAL
LAND USE: RESIDENTIAL
1
RESIDENTIAL LOT RESIDENTIAL NTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOTRESIDENTIAL
LOT
O ZONED: R-15 RESIDENTIAL ZONED: R-15 RESIDENTIAL ZONED: R-15 RESIDENTIAL ZONED: R-15 RESIDENTIAL ZONED: R-I5 RESIDENTIAL ZONED: R-15 RESIDENTIAL ZONED: R-I5 RESIDENTIAL ZONED: R-15 RESIDENTIAL
CONTRACTOR SHALL REMOVE ORGANIC MATERIAL 6 \ / LAND USE: RESIDENTIAL I LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL 1 /
FROM EXISTING DITCHES TO BE BE FILLED AND ,
EXISTING WOODLINE REPLACED WITH STRUCTURAL FILL UNDER PAVED
\ AREAS/BUILDINGS AND NON-STRUCTURAL FILL
F
ELSEWHERE.
4a.00
FIR : 45.55 ,
INVERT OUT: 42.25
4 < /I51N 40 LF �e ' / EXISTING GRATE INLET //.44.30
I TIE INTO EXIST8V6 FRAME: 43.79 /
RCP W 0. ASPHALT DRIVEWAY. INVERT IN: 40.97 43.54
'`�';` y •,' ' ; ' ' TAPER DRIVEWAY WIDTH ' INVERT OUT: 40.78
EXISTING FENCE TO TYPICAL WIDTH N 250 LF ' /� as is
_ FRAME: 45.55 EXISTING FENCE
I51N o�i INVERT OUT: 42.10
_- 7� — — — - x X PERTY BOLAMA f vy
4
p'� '''•` a � � ` � �, — -�— — —~-- � 4Z — —~7— — — — o�. �— — �� . ' � _ _� — — — — — — �"� � .. .. 45 . ` —� - _FG 44.4 �_ o
i, r — — _--------- —
'-----a�2s=-- ---�y TP46.71
• � fi z
"t,---- o 1P4i8 0 �TP 46.37 — ROAD 1 \ o : 7 o // / !� 90 L/OF4
_ _ _
47.47
G + y4732 47.72 6 47.47 n /
TP 47.5 + TP 48.61 ' 7 oe� '� / ah 4450
46 6 `�
—=4_— -- — �---_47 _--------------------------TP�T.93-- TP � asis� / / � �� 44.0e/
_ ae.as 47.3
-- -
24LF15'� 7P 46.6 _ Tp 4T.16 48Is
— — — — -- --------�• --i' e If P� i
PIPE END /I RCP 0.40X-4 - 74T.24 — — 7 ,A6 / o
TP 46.93 47 _ _ �47— — 6 /
nn T
Nj($RL' 4 APPROXIMATE LOCATION OF + 1 PROPERTY BOUNDARY '5' ASPHALT PATH + 4 6
5' ASPHALT PATH
(SEE DETAIL) EXISTING RI WATERLINE. CONTRACTOR ', (SEE DETAIL) EXISTING , / 43.99 SPA
' SHALL VERIFY LOCATION, SIZE, AND DEPTH ASPHALT DRIVEWAY
PRIOR TO REMOVAL OF EXISTING GRAVEL {
INVERT 41.az
ROAD AND/OR PROPOSED ROAD CONSTRUCTION :
4 79
44 43 /
j 44.52
RESIDENTIAL LOT, RESIDENTIAL LOT RESIDENTIAL LOT RESIDENTIAL LOT I RESIDENTIAL LOT ' RESIDENTIAL LOT RESIDENTIAL LOT
ZONED: R-10 RESIDENTIAL ZONED: R-10 RESIDENTIAL ZONED: R-10 RESIDENTIAL 1 ZONED: R-10 RESIDENTIAL I ZONED: R-10 RESIDENTIAL I ZONED: R-10 RESIDENTIAL / ZONED: R-10 RESIDENTIAL
LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL I LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL I LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL
I
' 44 91
%
1`ISPa f//( /
4a.ei
I I
EX. GOVERNORS RD.
,
ek sic
Gu
\ / / <I%
i
New Hanover
County larks
Smith Creek
VICINITY MAP:
SITE
O
O
QO.
7
0
J
J
u GOROON
a
SEAL:
NOS
Z %
toNO
=U: 0 ;o=
s z ��
•
••....�E�t.F
J fn V•
=Q =
Ro
�SU n
ON
NN
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 w .hadewtaoziatexom
� yp
■r oZ
A
ZQ�
Go
R�N�
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 w .thomas-huttonxom
BMIH Architects, PC
514
7 1 514 Market Street
PO Box 3667
Wilmington, NC 28406
Tel: [phone]
Fax: [phone]
REVISIONS:
_
V
a�
0' 15' 30' 60' NORTH
SCALE: 1" = 30'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil Site
Development Plan
SHEET: C4

L,' V 4Q
> I \ �B \ •//I(�'N//�IriAl/SIN:/IIIN / Clj�
�' N/WIN .AY IN �4/� �• \ / /
{ ) e _ RESIDENTIAL LOT ``
4 P SDR-35 SEWER \ 4Ar/6M \ o `
5E VICE T IX MIN SLOPE -�' i ZONED R-IS RESIDENTIAL s
{ { 1 W EANOUT. (SEE - - \ / / LAND USE: RESIDENTIAL O�
OIN N/IIIN A
�1R�HII ECTU AL PLANS FOR N/IIIN \ N/f21N N/IIIN , / `z , / �Na \NN
{ I I ONNECTION) \
+42- N/IZIN AY/91N /
/ N/IIIN / /
� / PROPOSED PLAYGROUND LIMITS. `
II II I{ 42�N/IIIN AK/InN / CLEAR, GRADE-BiTEMPORARI -
/ SEED. PROTECT TREES AS CUT IN 8•X80 TEE. CONTRACTOR SHALL VERIFY \ \
N/IZIN NOTED ON CLEARING PLAN. I4IN EXISTING MAIN LOCATION, SIZE, AND DEPTH
^ 1 1 1 I PROPOSED N/I2IN G PRIOR TO CONNECTION. COORDINATE ALL WORK . a
RESTROOM / PICNIC SHELTER ( (PLAYGJ20UND EQUIPMENT N.LC)
�\ � WITH CAPE FEAR PUBLIC UTILITY AUTHORITY. `
n 1 1 { FFE:43.67 AZ \ \
PAD: HOW I+�O�_ G 42.5 \ �1�� e' VALVE ^ ``
(FFE SHOWN)
N GIN 3• HOPE (SDR 9) WATERLINE < \ _ /
• _ TO BE INSTALLED AT A z" \ \
MINIMUM 3' DEPTH d
1�,
1 1 1 1 1 F G 42.5
30' NCDENR BUFFER 11 11 1 1 1 \G49 42 N/IOIN I4I A25 Nno1N APPROXIMATE LOCATION OFEXISTING Ei CONTRACTOR \ \
42 `43 � 6 N/I5fN SHALL VERIFY ALOCATION, S ZE, AND DEPTH.
3• CAP b b- 5 4 RAISED SIDEWALK rNnuN \ /' \
S.
(SEE ARCHITECTURAL ,; {. - .(SEE DETAIL) s \APnzmi TWIN
a
,� p45.6 7P95. �
PLAN S FOR BUILDING °-° q � 3 RPZ `
CONNECTION) M b / b "I G 46. '0 / - -
u,-�, �.� ..�',r ^`+„ 'nz.�.x k'�" r.:� r,�'A�:a� � at'�f ':� � a'�.•,r,- c'�"�_`1""ri . `-.�'�'::���K.:.x' �_; .e . {:.i'�.y' a. � €.:,.; r / \ , 1 V b O t0 '( 3 9 1.5 OMNI C2 SENSUS \ / 4 I r _ ( .:: f'r t, TM"r-:;a ,�;yta..: ,", ,«,. * ,s,+-: :i . 'fr,;x N ,,... -, "c, ':'°' ;..may: t»�- - -.:✓ / / /` r \ \\ q• 0 P' 41 '� TP 5 ,.•/ E "DENT ...1 LOT
xr' .-.m s * ,.-z.,,-s",^.-?;.a, x•^«`- .. n. r- .,,, .�• ,,. / / i + _ f of G• WATER METER \, - - E_
_ IiIN
>.x ,:;r :t,.T- .<,„f^ j a-croc e �, " kap'2 's / / / p P 4 P 'C p 8 •7P• rA <z, N/ /' ZONED. I.`. RF SIDEN=L
: d$ �, _3 - - / , EXTEND SABC 5' BEYOND P 09 G a 45.6
_,,e„, P /Q h4 b y1 fi 3' SERVICE TAP c.
A, •, c..r v _:�`i' a .,,'✓'' '' -8.1's a.!` a a,. a .: ti SIDEWALK (TYP- BOTH SIDES)- e _ p
TOP OF SABC TO BE 2'
BELOW FINISHED GRADE. µ 493 Q�` •E �o` �/\!`, 33 `
` 8'x6' REDUCER 8 FIRE HYDRANT _ v ra/ _,I,1 ,4,
i' ' i % s-\/ ,�a5.07. S: W 6' VALVE ! gN;,u•:
' , ,,,,1 s T l etc '1 ^\ - 4 / '✓ 1 ,,a;' ,ry 'P
o o j
_TAPER CURB 5'
,\, \3 (TYP) \ .�
/ A ,
ti Q
P
( („ P Y a " : e+ _ a a •SO 5' CONIC. SIDEWALK._.-=� Gy
1g)TAPER CURB w \,< "O EXPOSED AGGREGATE ,�, ,.�.`t y
AT RAMP ,..-9 ,.;. , , 9 - -
10
WETLANDS
q S .� <f`�.n •O x
Y
F 4 - fir•;/ __. __ -�
J
F
1 , ✓ `✓ , \ rA ip >- 1z PARKING STALLS - LIGHT DUTY PVMT SECTION
It 10'ASPHALT PATH •o -p' G 455 '4 p A DRIVE AISLES -HEAVY DUTY PVMT SECTION \-
,, <1 - _- : "� x• 3 CONCRETE DUMPSTER PAD.
(SEE DETAIL) ' , ,4 � . - � a a _ � , v\. - - +t0- _ (SEE LANDSCAPE PLAN FOR ENCLOSURE
1: 1 1/ rqlA DETAILS)
a\,`O p 4
EX. LAKE I TP 4 .6
,
# 'Is o� ,',/"), '\ �• \ TP 44,60
APPROXIMATE NWE: 20.6.,..�\
TOB: VARIES (22-44} q a ,:: yA r a '2o `�'sg.. 44 I 4
'607TOM:-UNKNOWN -:. O ' sr o 4.
I { rA e--'` _ P 44.4 - _ ,... / FRAME: 43.3
d . *�G TA i< . ^-, TP<pq':3 T INVERT OUT: 41.33
� t9 � _� ,., : Z, 6 -_� .4,4 _ 3-- 4 9 , .....3JA
�- .I - ^,-TP�'4`_ 4-Sf Tp 4 \
71
9
46TP 44.84' ,.:� �. �.�p,.,-'•3 �, ..., ,.,,�
:_/ ,l I �} t r {.3` 'r a • n �_@_ p. v AF A ^ ^ •:4S .'w 'PT _- 4g87 . TA.q ® _ -
i
g �Tp 8�p 52 LF IS •
G 46 J01' 9 4 - 7
/ 5 CONC. SIDEWALK. % \ TA S .�- , _ . 4 4 RCP • 0.2SX
6' ASPHALT PATH EXPOSED i '. q3 TA ; PG b SO , 9S 90
.,'{32,2 4S S. k a r- .' 4 -• TA.; - " :. - A
L / -r 'I .. ,: 1 .a - AGGREGATE lA
ELOA NG 1EAA1( DO I t „ ; ' 3'
/ l r p
�. - TS 1 s- r" • .. : I � EXISTING WOODLINE.t.' 4
. (SE ,STRUC ripEK-E ) ;1 8 -
/ i�`9
DRAINAGE SWALE'.
(TYPICAL)
, - / t / , r" , /I tT1 �t - T � N .\ _. '° 4 •6 _. _.._ ". A-6 � O�i4 .,.
�\ / \ / - / -_.•/, :i , A 4y Tp o Tp; PIPET
4g•00 29 42 D VERT.'M.20... e
/ n TP 45. q
,i
j _
e ? ` \ ALUMINUM GANGWAY' f PAD / , / � : 7 �O i i •0 44 M• . - b n ' 4. A A 45 q4 43 . 90 44.3
< 1 (SEE. S1QWURAL'�FiEE
/+ •' / •rr .' T-T / /' �� '�' - / � ; �. i : ' �, / �, ., o+ : I I � - .a -� o / TP 45.32
/ ' '
i s v
;
,
I
i
; _,� ...,; / ; / / : ''fNQ-PERV,rot)8 Y':- ;/ •� ti / .� � LF,: 5
,AT V 2) -. /', ' - TP m ` •o
'y,,N _ INVERT: 40-30
�CRETC-, '4 � :I u 1 43. D �
:� - r I .L.
/ / / � „ r ,' :' / / / / / : - / / / / •.., .: <. �.` ., :``E&'---:.-:.._ . ` ,r,! < 1 i 1 END � CONCRETE
' i ; , , ! ; / , r / e _ . , ; - • ;RlkbifP_ ./ 1 ,A % -
/ / / / ! / i / / : r / r % / , / � , ,:'� `l ,•f _ � I I BEGIN PERVIOUS 1 v .• -� - �'- ~ 5' ASPHALT PATH-
/ GIN 1 9 N unV nw
CONCRETE - a /•,fG ? �3 P 4 i8 7p-�1I`�" (SEE DETAIL)-
` NORMAL A �SI E Ii 44 g
Tf 3� 462 1 '
/ i 1 T 1 / M 4 TP G
i "d ELEVATI0IV / ,-, ; y %/ JLi r-,� r %/• ( ^� I { 1 v \\4 4.95 TP
`/� / / ; i %' T 2{ r �% i ;' i / / 4 44 �Ag. q Q X
' +_ (FOR REFERENCE ONLY) L� ? 2/-/� ?-,-,-�/ , �/ ; / ( I mry� I I { I { I 1 _ 5 \ 46 TPNnzll•r a pd, s / v Ivy✓O,.
END CONCRETE •� NbnuN
_ _ SIDEWALK/ 46- -
HP/ i IN
i - _ /--ff-JJ-��/��---/7 7- 1 _ �_ \ I BEGIN ASPHALT N/IUIN /
F - 'S 23.5328 / 1 -/- - - - _ \ y �6_ 1 I 1 I I I p PATH PIPE ENDS N/IZIN - - - - -- - -'
G - 30_ - -� - _ _- - - - -PIPE-END#2- - '� ,y 0b ° 1 b INVERT: 40.10 N/f1IN \
APPROXIMATE TOP OF BANK _ - - _ _- - - - - - - �'5 \ 1 1 p p
qq \ 1 ,Nnow
- G--�9 - 2- - tNYERTS-'�.�.�'` � {F \ N/IN/IIIN � 4G
a� N \ UM/61N N/IIIN
EXISTING DIVERSION BERM - _ - v w M
-34- — — — / \ \ Y\ �- N/ la �N/TOM
(TYP)
p �' UM/BIN CONTRACTOR SHALL REMOVE ORGANIC MATERIAL
\
- -' - - _ - - - - - - 3q - - • - - - a v FROM EXISTING DITCHES TO BE BE FILLED AND
i
REPLACED WITH STRUCTURAL FILL UNDER PAVED
FW
r- "'" ` `' - - - - _ • - -! '' \ N/121N A- �N/IIIN AREAS/BUILDINGS AND NON-STRUCTURAL FILL
�NnnN ELSEWHERE. Q
-ll '1/-l/�Y'�Y Y Y r r 1 - 9-„�r A A o V ''UM/SIN
EXISTING WOODLINE T ".o
�N/I21N 4
. `0 a'
EXISTING SLOPE DRAT 6
NOTES FOR 10' TRAIL FROM STA 3+00 TO 64+50:-39 4 - 3� - 3a _ - - - - - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 46=-
1. CONTRACTOR TO STAKE CENTERLINE FOR REVIEW WITH OWNER PRIOR TO —41 - 3 - - - - - - - - - - - - - - - - - - -
CONSTRUCTING. - - � - - _ � �9'94 \� -
2. FINAL GRADES AND LOCATION WILL BE DETERMINED DURING FIELD REVIEW. - - \ \46\ DRAINAGE SWALE -
3. GENERALLY THE TRAIL SHALL FOLLOW EXISTING PERIMETER ROAD AROUND 37 - - y C4 4 (TYPICAL) \
LAKE. CONTRACTOR RESPONSIBLE FOR STABILIZATION OF EXISTING ROAD 4p 3�s- - - �� = 4 as 4 —�
ANI
REMAINING AFTER CONSTRUCTION OF TRAIL. I - - 43 - - - - - - -_- q 4.
4. CONTRACTOR TO PRESERVE AND UTILIZE EXISTING SLOPE DRAINS WHERE NnzIN - - - - - - - - - - - - - - —
POSSIBLE. CONTRACTOR RESPONSIBLE FOR STABILIZING DISTURBANCE AND *"/ 31N \ 44 i 2 43 4443 - - - - - - - - - - — - - - - _ 2 •--
FRAME: 31.50 4 45 - - �-
MAINTENANCE OF EXISTING SLOPE DRAINS. -
INVERT OUT: 28.92 N/121N GE - - - - - -
s�
--— — — — — — — — — — — — — — — — — — — — — — — — — — — Ax// sM 20' VEGETATED BUFFER - - - - - - - - - - - - - - - - -- - f
NnOM N/IIIN REINFORCED TURF TURN AROUND / - _ -
*N/10IN N/IOIN N/181N 6• SABC INSTALLED 2' BELOW / -46- - - -47- - - - - -
FINISH GRADE. SEE LANDSCAPE
PLAN FOR TURF REQUIRED /
6.�r� �' T eBOPFRTY ROIINgARY� N/12IN _ _
New Hanover
County Parks
Smith Creek
VICIN-ITY MAP:
SITE
O
V•
P�
u
j
J
u GOROON
i
SEAL:
=U: OSZV � • o�
\'d,•., •• w : Feu
�a
•li_ �dO � Q
�y, H
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax: [phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
201 North Frout Street, Tel: [phone]
Suite 611 Fax: [phone]
Wilmington, NC 28401 www hart eta.__ziate-com
��'Es�Nts
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 www.thomas-huttonxom
BMH Architects, PC
514 Market Street
11I�514
PO Box 3667
Wilmington, NC 284W
Tel: [phone]
Fax: [phone]%
REVISIONS:
aD
0' 15' 30' 60' NORTH
SCALE: 1" = 30'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE ---
APPROVED BY: JDR JAN 7 20
TITLE: -
Civil Site
Development Plan
SHEET: C15

v. va +
m ,
O_
-j
a,; �, .R%+ .� W
w
f / n
OF f ao
r
N
Y l—Y A
rn
"-
_. _ x,�,�` "�*'-Tt�. i �'y-',.�� �.._ Y �' `° (SDR-IBIPVC ORCHOPE) /
�r
_ 'NOTES FOR 10' TRAIL FROM STA 3+00 TO 64+50: m /
- — mo'- — // �� 'I. CONTRACTOR TO STAKE CENTERLINE FOR REVIEW WITH OWNER PRIOR TO
cm-u po; j/ CONSTRUCTING. /
p* w / 2. FINAL GRADES AND LOCATION WILL BE DETERMINED DURING FIELD REVIEW. /
F- m =''o m A = / i 0 3. GENERALLY THE TRAIL SHALL FOLLOW EXISTING PERIMETER ROAD AROUND
-0i x ? z / a z - z LAKE. CONTRACTOR RESPONSIBLE FOR STABILIZATION OF EXISTING ROAD
0 3 °' �✓ _ REMAINING AFTER CONSTRUCTION OF TRAIL.
DCZa z
Z-Ima, N / + = / w
r y r- z 4 S o _ = z 4. CONTRACTOR TO PRESERVE AND UTILIZE EXISTING SLOPE DRAINS WHERE
a POSSIBLE. CONTRACTOR RESPONSIBLE FOR STABILIZING DISTURBANCE AND
A m m v 1 ' MAINTENANCE OF EXISTING SLOPE DRAINS. APPROXIMATE LocanoN
\z z W ,� \ N .�.� + / OF EXISTING 6 WATERLINE
o r z z (CONTRACTOR�O VERIFY
- z z z J w �" SIZE. LOCATION.`,AND
DEPTH) \ 2
z \ z z
/ \
N � Y�
'n W
z z� / 1,
\
z
z u z n /
z _z / +
mpp� z m z o
m (":0 z y n z o z � /\ \ RESIDENTIAL LOT
+ O y z z z N ZONED: R-15 RESIDENTIAL `
= \
z z LAND USE: RESIDENTIAL
y z z z z = \ RESIDENTIAL LOT
Z' - +� ZONED: R-IS RESIDENTIAL
n O 4 _i N
+ z �/�' �, m z j j z - LAND USE: RESIDENTIAL
C - _ z z aN m a \
Z
N 67
,
t
/
�
-�
RESIDENTIAL LOT RESIDENTIAL LOT
\
RESIDENTIAL LOT R SIDENTIAL LOT
RESIDENTIAL LOT E
/ R-15 RESIDENTIAL / ZONED: R-15 RESIDENTIAL / ZONED: R-15 RESIDENTIAL HIDDEN POINT- COMMON
0
n /
ZONED: R-15 RESIDENTIAL ' ZONED: R-IS RESIDENTIAL
ZONED:
i AREA/DRAINAGE
LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL '
LAND USE: RESIDENTIAL LAND USE: RESIDENTIAL ; LAND
USE: RESIDENTIAL / EASEMENT/PEDESTRIAN ACCESS
EASEMENT M6 44/PG 331
EXISTING FOOTBRIDGE
PROPERTY BOUNDARY
�
M
M
NOTES
FOR 10' TRAIL FROM STA 3+00 TO 64+50:
35e2 -
L
CONTRACTOR TO STAKE CENTERLINE FOR REVIEW WITH OWNER PRIOR TO
CONSTRUCTING.
M
M
2.
FINAL GRADES AND LOCATION WILL BE DETERMINED DURING FIELD REVIEW.
PROVIDE GALV. STEEL 1/4' X 6' X BRIDGE WIDTH
e
M
M
3.
GENERALLY THE TRAIL SHALL FOLLOW EXISTING PERIMETER ROAD AROUND
EXPANSION PLATE. CHECK PLATE PATTERN
—1
-�
LAKE. CONTRACTOR RESPONSIBLE FOR STABILIZATION OF EXISTING ROAD
W/BEVELED EDGES. FASTENED TO BRIDGE ONLY
REMAINING AFTER CONSTRUCTION OF TRAIL.
AT EVERY STRUT (COUNTERSUNK INTO PLATE)
0
0
4.
CONTRACTOR TO PRESERVE AND UTILIZE EXISTING SLOPE DRAINS WHERE
APPROXIMATE LOCATION OF 6' ASPHALT
e
..i
-4
..i
0)
POSSIBLE. CONTRACTOR RESPONSIBLE FOR STABILIZING DISTURBANCE AND
PATHWAY CONNECTION TO EXISTING FOOT BRIDGE.
TO 8E FIELD LOCATED WITH OWNER. MAXIMUM SX
-;
MAINTENANCE OF EXISTING SLOPE DRAINS.
LONGITUDINAL SLOPE 9 2% CROSS SLOPE
9r
TP 137.15 - I
I
I EXISTING SUB -SURFACE II
DRAINAGE PIPE RUN (TYP)
I I
i I
I I
I I
I I
I I
I
37,
10' ASPHALT PATHWAY
30' NCDEMt BUFFER
EXISTING WOODLINE
1*39J3
EXISTING DIVERSION BERM (TYP) +35-z9
APPROXIMATE TOP OF BANK
1
I
EXISTING SLOPE DRAIN (TYP) i
I
I
:SIDENTIAL LOT
R-15 RESIDENTIAL
USE: RESIDENTIAL
I
I
North Carolina
O
CD
zl ,n f Af AO c+rmi\2
f O
mo Z o AO r A S �-
o D a ,Zj, 0 Os\ D s p One CaU Center
Call Before You Dig
�v m
vv GP �fo 1 r / "Its The Law"
10 inr o Rl v m; 1-800-632-4949
Ip Z% my0 9
Gt -\ N\ o - n Z -\ "\
! 0, Dni\mz A
s f Gr
L p A D x D /
Zym N2 0 D /
G. -A-3':/
nm r 0 ; 'u
Z O
m P N /
1 / ,
0 0
SO m\ AND
N N
RESIDENTIAL LOT
ZONED: R-15 RESIDENTIAL
LAND USE: RESIDENTIAL
SEWER SERVICE NOTES: �
ALL
I. A MATERIALS B INSTALLATION PROCEDURES SHALL MEET CFPUA STANDARDS
`\
AND SPECIFICATIONS, CURRENT EDITION. AL LOT
\2. CONTRACTOR SHALL COORDINATE ALL PUBLIC SERVICE LATERAL WORK WITH RESIDENTIAL
CFPUA PRIOR TO CONSTRUCTING. -SIDENTIAL
3. CONTRACTOR SHALL VERIFY EXISTING MANHOLE LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.
4. CONTRACTOR SHALL STAKE SERVICE LOCATION 131 NOTIFY CFPUA AND ENGINEER
FOR FIELD VERIFICATION PRIOR TO CONSTRUCTING. FIELD ADJUSTMENTS MAY BE /l
MADE BY CFPUA AND/OR ENGINEER.
5. CONTRACTOR RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES.
\ 6. CONTRACTOR RESPONSIBLE FOR REPAIR/REPLACEMENT OF ANY DAMAGED ROADS,
ss CURB, UTILITIES, ETC INCLUDING LANDSCAPING TO ORIGINAL CONDITION OF ITEM.
65 ss
F4* SCH 40 PVC AT LOX. APPROX 240 OF NDPTHSHORE DPIV 32.
COVER AT DITCH CROSSING ``�� E SS
Uj M
P=L/C
CAST IRON CLEANOUT PER ��� +3s ro
STD DETAIL. INVERT: 29.56 PRIVATE_ �� -MA
CONNECT PRIVATE FORCEMAIN - _
TO PUBLIC SERVICE LINE \ --�-- - -- "' --Q'
5' MAXIMUM COVER OVER FORCEMAIN
THRU EXISTING BERM. LEAVE 10' WIDE Uj
MAINTENANCE EASEMENT a SLOPE fa _•`-'°� _ _ - — -
BACK TO EXISTING BERM ELEVATION
AT 3:1 SLOPE. STABILIZE SLOPES WITH
EROSION CONTROL MATTING
U .I
3?�
q.Of +49-59s'A306
y
m
+43CP-
.
-' .eZ '£`
(SDR-18 PVC OR HDPE) '" T \\\\
It
' �63
J
9
6 I \
IF -
It
+39
51
. Z.
APPROXIMATE LOCATION OF EXISTING
MANHOLE #64 FROM HIDDEN POINT'
AS-BUILTS (4.5'± FROM BACK OF CURB). \
FRAME ELEV: 34, INVERT: 28.87
35.?6 CONNECT NEW 4' PUBLIC
SERVICE TO EXISTING
MANHOLE AT INVERT: 28.90
(CORE AND BOOT)
�s PROP`BOUNDAR
�Y
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
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CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave,, Tek 9100.791-8383
Suite 24 Fax: [phone]
Wflut*tan, NC 28403 ww Jwdeustauaale=rn
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T oZ
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~�BR1t�Ct
219StatiamRoad Tel:[phone]D
Suite 101 Fax: [phone]
Wdauogton, NC 28405 www.dxmuw4wum.=n
BMH Architects, PC
514 Market Street
_ PO Box 3697
41RlrrirgiDn, NC 28406
Tel: [phone]
Fax [phone]
REVISIONS:
V 15' 30' 60' NORTH
(SEE PLAN)
SCALE: 1" = 3V
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR, JAN 2 7 201
I
I 1
TITLE.
Civil Site
Development Plan
SHEET: C 16

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SEE SITE DEVELOPMENT
PLAN SHEET
FOR
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CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 www.hadmtanziale.com
oZ
ZQr G
6
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 www.thomas-hutton.com
BIVIH Architects, PC
514
514 Market Sheet
PO Box 3W7
Wilmington, NC 28406
Tel: [phone]
Fax: [phone]
REVISIONS:
a�
0' 15' 30' 60' NORTH
SCALE: HORZ: 30' VERT: 3'
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil Road
Profiles
SHEET: C20

NEW PAVEMENT
a....................................
8
o
......... .. .. ........ .... .. .. .. .. ........
.
N...
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.............................................:.:.................'.'.'..'........:.:.:.
.... ... ...
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.
-
SELECT FILL COMPACTED
_
rn
TO 95X MAX. DENSITY USING
W III
Bd THE STANDARD PROCTOR
II
b
a =I I
11 COMPACTION TEST.
>
c
n
-I
BC II-
I
-I IIII
Bd SHALL NOT BE GREATER
I THAN Be PLUS 2' FOR
I II
I 12" MIN. PIPES UP TO AND INCLUDING
�I II WHERE 30" AND 3' FOR PIPES
PIPE ZONE
0T
III_ APPLICABLE ERSATISFACTORYTHAN
PERMIT
I=� JOINTING AND TAMPING
OF BEDDING MATERIAL
IIII I= UNDER B AROUND PIPES.
PARENT MATERIAL COMPACTED
TO 95% MAX. DRY DENSITY -I I
III STANDARD PROCTOR COMPACTION
II I— TEST.
II II
NOTE:
ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC
STORM LINE BEDDING DETAIL FOR PAVED AREAS
NOT TO SCALE
(2) VERTICAL WEIR
ORIFICE (YX12")
CONCRETE RISER TO BE
INSTALLED BY CONTRACTOR
EXISTING GRATE
(TO BE RAISED)
EXISTING 24" PIPE
T
a
a.
4 .
9
11MIANA060-w—RAMP MINI
APPROX. 4'-0" on
NOTE:
IF PRECAST IS USED, TO
AND BASES SHALL CONFORM TO
ASTM C-478 LATEST REVISION.
PLAN
MODIFIED EXISTING CONTROL
STRUCTURE DETAIL
NOT TO SCALE
CLASS 2 OR 3 BACKFILL TO BE PLACED IN LAYERS
8' MAX. COMPACTED DEPTH
COMPACTED TO A DENSITY
REQUIRED BY SPECIFICATIONS
PIPE ZONE
—RELOCATE EXISTING GRATE
(TOP ELEV: 21.35)
ELEV: 21.35
6
ELEV: 20.85
Y
NWL: 20.60
6"
ELEV: 20.10
TOP OF EXISTING
CONCRETE STRUCTURE
EXISTING PRECAST
CONCRETE, OR 8" BRICK
W/ 1/ 2" 1:2 MORTAR ON
OUTSIDE
VERTICAL WEIR ORIFICE
(3"X12")
COMPACTED
GRANULAR
MATERIAL
Bd
Bd SHALL NOT BE GREATER
THAN Be PLUS 2' FOR
PIPS UP TO AND
B71WI
30EAND 3' FOR PIPES INCLUDING
GREATER THAN 30' TO
PERMIT SATISFACTORY
If
ING AND TAMPING
WHERE UNDER B AROUND PIPES.
BACKFILL IN 6' COMPACTED
LAYERS. SEE SPECIFICATIONS
FOR COMPACTED DENSITY REO'D
ALL STORM PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP), CONFORMING
TO ASTM C-76 CLASS III, UNLESS OTHERWISE NOTED. ALL JOINTS SHALL BE
WRAPPED WITH FILTER FABRIC.
STORM LINE BEDDING DETAIL
NOT TO SCALE
SHOULDER
AREA
TOP WIDTH OF SWALE
SHOULDER
AREA
------- I' MINIMUM
MAX. GROUND WATER TABLE
NOTE: I. SWALES TO BE GRASSED IMMEDIATELY AFTER INSTALLATION.
ALL SWALES TO BE LINED WITH EXCELSIOR MATTING OR APPROVED
EQUIVALENT.
2. PERMANENT VEGETATIVE COVER SHALL BE GRASS -LEGUME MIXTURE
OR AS SPECIFIED ON LANDSCAPE PLAN. CONTRACTOR RESPONSIBLE
FOR SOIL PREPARATION PER LANDSCAPE PLAN PRIOR TO INSTALLING
PERMANENT VEGETATION.
CONVEYANCE SWALE DETAIL
NOT TO SCALE
I"
s 1/8" RADIUS
EXPANSION JOINT
PREMOLDED STRIP, FLUS 1/8" - 1/4"
W/ SURFACE
CONTRACTION JOINT
SIDEWALK JOINT DETAILS O
FINISH GRADE
NOTES: —I
1. ALL SIDEWALK GRADES
SHALL BE ADA ACCESSIBLE. 3(
2. PROVIDE EXPANSION
JOINTS WHERE SIDEWALK
ABUTS STRUCTURES OR
OTHER SIDEWALKS.
3. ALL SIDEWALKS SHALL BE
BROOM FINISHED. SEE
TECHNICAL SPECIFICATIONS
FOR DETAILS.
4. MAXIMUM LONGITUDINAL
SLOPE SHALL BE 5% (20:1).
5. CURB RAMPS SHALL HAVE
A DETECTABLE WARNING
COMPLYING WITH CODE OF
FEDERAL REGULATIONS ADA
STANDARDS FOR ACCESSIBLE
DESIGN, CURRENT EDITION. THE
DETECTABLE WARNING SHALL
EXTEND FULL WIDTH AND DEPTH
OF CURB RAMP.
4' THICK
CL
STEEL DOME TOP WELDED TO
TOP OF BOLLARD
6' LONG 4" DIA STEEL PIPE —
DOLLARD
LOCKING EYE, WELDED TO —
PIPE BOLLARD
LOCKING EYE, WELDED TO —
GROUND INSERT
5" DNA GROUND INSERT, —
3Fr. LENGTH
CONCRETE
SIDEWALK
CLEAN BACKFILL
REMOVABLE BOLLARD: �F�+
ALIGN POST & SLEEVE SO EYES ARE
LOCATED AT BACK AND FRONT OF
POST, NOT STICKING OUT INTO
TRAVEL WAY.
NOTE:
ALL METAL SHALL BE GALVANIZED
PAINT ONE COAT METAL PRIMER,
AND TWO COATS BERAMIN MOORE
BLACK METAL ENAMEL OR
APPROVED EQUAL
FIXED BOLLARD
SEE SECTION VIEW ABOVE
to
4'-9" CLEAR (TYP.)
EYE BOLT ON BACK &
FRONT OF BOLLARD
I REFLECTIVE TAPE ON
CENTER BOLLARD v
FIXED METAL BOLLARD i0
CONCRETE SIDEWALK
ASPHALT
L
. __ ________.. •• - CLEAN BACK FILL
SEE
ENLARGEMEm r
N ~
6"(TYP)
CONCRETE FOOTING --i ;IL
30DO PSI @ 30 DAYS (TYP.)
SECTION
CL I
REMOVABLE BOLLARD w
U
SEE PLAN FOR WIDTH
TOOLED EDGES (1/8' RAD.) (TYP.) DRIVE ISLE
50:1 MAX
.. 4 e
.4
rl I I _1 I I=III=I I I —III 300oPsf CONCRETE
6' THICK WHERE SIDEWALK
ABUTS PAVED AREAS
PLAN CONTRACTION JOINTS
AT 5' O.C. FOR 5' SIDEWALKS
SIDEWALK DETAIL
NOT TO SCALE
(CENTER BOLLARD ONLY)
LOCKING EYE WELDED
TO GROUND INSERT &
PIPE BOLLARD
(EXTERIOR BOLLARD ONLY)
CLEAN BACKFILL
(EXTERIOR BOLLARD ONLY)
COMPACTED SUBGRADE
TAPER RAISED SIDEWALK 10'
a
TO MATCH ELEVATION OF
o�
PAVEMENT
U
4" THICK YELLOW MARKING )
NOTE:
1. SEE PLAN FOR NUMBER BOLLARDS AND MARKING LOCATIONS
BOLLARD DETAIL
NOT TO SCALE
SUBGRADE COMPACTION. SIDEWALKS
SIDEWALKS TO BE
982 STANDARD (AST D698-00440
MINIMUM 4 INCHES THICK
3000 P61 CONCRETE REINFORCED
A
I_
WIDTH VARIES. CROSS M
(SEE PLANS)..
1
IM YAx , )
. 5' (TYP)
5' (TYP)
FDIYm OR GAWED
NETALL VE' EWAIN INS
CONTRACTION JONT.
JONT EVERY 3O' - MATCH
3/4' OW (TYP)
•AVEIENT JOMT3 N CUM G GUTTER
ATE`
PLAN A
LONOMM99IL ELOPE OF SIDEWALK
SHALL
BE NO GREATER THAN 4E0 (3111I
TOP OF WALK ELEVATION NOTED ON PLANS
I'R
SLOPE 1:50 QX) MAX.
.:. ..., . .4 �4.
11 11 IF: prIFEIIEEll
IE�IG
SIDEWALK TO MATCH
PAVEMENT ELEVATION
TAPER 18" VERTICAL CURB 5'
TO MATCH ELEVATION OF
PAVEMENT AND SIDEWALK
SECTION A -A
NOTES:
I. ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE FEDERAL. STATE AND LOCAL CODES AND SPECIFICATIONS.
AM TO THE TECHNICAL SPECIFICATIONS INCLUDING. BUT NOT LIMITED TO. SECTION 02200 - EARTHWORK
AND SECTION 03300 - CASTAN-PLACE CONCRETE.
2. CURB RAMPS SHALL BE INSTALLED AT EACH INTERSECTION OR DESIGNATED CROSSWALK
LOCATION AND MUST MEET THE MOST CURRENT ADA STANDARDS AND SPECIFICATIONS AT THE TIME OF CONSTRUCTION.
3. ON ACCESSIBLE ROUTES WHERE SIDEWALK IS LESS THAN 5' WIDE, PASSING SPACES AT LEAST 5'XS' SHALL BE LOCATED
AT REASONABLE INTERVALS NOT TO EXCEED 200'.
ACCESSIBLE SIDEWALK WITH
THICKENED EDGE DETAIL
NOT TO SCALE
4" DIAMETER STEEL PIPE
5" DIAMETER GROUND INSERT
T LENGTH
r—CONCRETE SIDEWALK
6" 3000 PSI iN
CONCRETE FOOTING
r
6" (TYP)
ENLARGED SECTION VIEW
TYPICAL FOR UNPAVED AREAS FRAME TYPICAL FOR PAVED AREAS
I. ELEVATION /'(SEE PAVEMENT SECTION)
4' MINIMUM BRICK COLLAR WITH
BRICK COLLAR MORTAR: BRICK TO
° GRADE AS REQUIRED
CLEAR OPENING e6
5 1/2'
SLAB
- 25° x 37* n
I° OVERHANG MAXIMUM
30"
USE HEAVY DUTY FRAME AND (ALL SIDES)
GRATE: NEENAH FOUNDRY
OR
{ R-1878-87APPROVED
EQUIG 4'x 3' PRECAST CONCRETE BOX
APPROVED OUIV ALENT
(MINIMUM 6' WALL THICKNESS)
ORB BRICK WITH MORTAR
VARIES
—I—
M%
•
r—`
�.v.4
I 4
10 LF - 4' < FRAME AND GRATE < MIN. 10 LF - 4"
SUBGRADE 1 41 NOT SHOWN 3' 1. -I SUBGRADE
DRAIN FOR CLARITY 4 DRAIN ' \
PLUG END ~' I I OVERLA I .a.I rt✓y}`.`
PLUG END � '
✓ "\
--17 J
6
1 2 - #4 BARS BENT AND
OVERLAPPED AS SHOWN \�
NOTES: *1�
1. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4'. �yi-
2. WHERE BRICK IS USED. ALL EXPOSED SURFACES SHALL BE COATED WITH 1/2" 1:2 MORTAR INSIDE AND OUTSIDE.
3. IF PRECAST BOX IS USED, TOP, RISER, AND BASE SHALL CONFORM TO THE LATEST REVISION OF ASTM C-478.
STANDARD GRATE INLET
30" PIPE AND SMALLER
NOT TO SCALE
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
CO
�9
Q'
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Z
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SEAL:
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NON
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=
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Y SON �Q
CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., Suite 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
HadenStanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 www.hadenstanziale.com
� y0
�TZ
ZQ
Go
f~$LRI�d
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 www.thomas-huttomcom
BARSAret trees PC
514 Market Street
I�I��11 PO Box 3667
Wilmington, NC 284DB
Tel: [phone]
Fax: [phone]
REVISIONS:
a�
0' 0.5' 1' 2' NORTH
SCALE: NOT TO SCALE
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
\, Civil
Construction
Details
SHEET: C23

\
12:1
1.5%
y
/
I
V ASPHALT
-
SIDEWALK
' 3" STABILIZED AGGREGATE
BASE COURSE
6' 5' 12' _r_ 12'
I'
ASPHALT
0.5' 0.5'
2.0X SLOPE 2.OX SLOPE
5'
BASE
COURSE
GRASSED SWALE
BASE COURSE
COMPACTED SUBGRADE
7
TYPICAL "ROAD In CROSS-SECTION
STATIONS 5+50 - 9+28.68
1.5" ASPHALT PAVEMENT
WEARING SURFACE
NOT TO SCALE
-►I 6'
NOTES:
I. PROPOSED 10' PATH LOCATION TO BE VERIFIED IN
FIELD BY ENGINEER AND ARCHITECT PRIOR TO
CONSTRUCTION.
2. 10' ASPHALT PATH IS TO CONFORM TO ALL ADA
REGULATIONS.
3. MINIMUM CROSS SLOPE OF PATH SHALL BE LOS.
MAXIMUM CROSS SLOPE OF PATH SHALL BE 1.5X.
MAXIMUM LONGITUDINAL SLOPE SHALL BE 4.5X.
4. ALL PROPOSED PATH GRADES ARE APPROXIMATE FROM
STATIONS 3.00 - 64+50. CONTRACTOR TO MATCH EXISTING
GRADE ALONG OUTER (RIGHT) EDGE AND SLOPE TOWARDS
LAKE. CONTRACTOR SHALL NOTIFY ENGINEER
IF PROPOSED GRADES AND EXISTING GRADES PREVENT
CONSTRUCTION PARAMETERS FROM BEING MET.
5. PAVEMENT SECTION OUTSIDE OF NCDOT RIGHT-OF-WAY
SHALL CONFORM TO NEW HANOVER COUNTY TECHNICAL
STANDARD REQUIREMENTS, CURRENT EDITION.
TYPICAL ASPHALT PATH SECTION
6' VARIES
12:1 /
GRADE TO EXISTING
GROUND (3:1 MAX.)
GRASSED SWALE
15' 5' 12, 12' 0 5' 6'
12:1 L5X 2% ASPHALT GRASSED SWALE
12:1
PROPOSED
.y? /� CENTERLINE
/ 2� ELEVATION
(SEE PROFILE) 12:1
5' ASPHALT
SIDEWALK BASE 3. +�%
i
COURSE .. ...... .{F .........
i
'P
LEGEND AND BORDER - /\
REFLECTORIZED GREEN �1
BACKGROUND -
REFLECTORIZED WHITE
VARIES
12:1 / GRADE TO SYMBOL -
EXISTING GROUND REFLECTORIZED
(3:1 MAX.) BLUE AND WHITE
PER NC STATE BUILDING
CODE DETAIL R7-8D
TYPICAL "ROAD I" CROSS-SECTION STATIONS 1+60 - 5+00
NOT TO SCALE
SHALL BE A SQUARE GRID, EQUAL IN
BOTH DIRECTIONS. DOMES SHALL BE
ALIGNED IN THE DIRECTION OF THE
PEDESTRIAN TRAVEL AND DIRECTED
TOWARD RAMP ON OPPOSITE SIDE OF
THE STREET.
2.35"
00 °°°°°°°°°°°° 00 2.35"
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MAY VARY o00000000000000000000
000000000000000000000
0.45" TO 0.6" 24" 000000000000000000000
TYP .° o o°0000000000000000.
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020 0oo0000oo00000000000
000°°°°°°00000 o°°°°°
I 4' MIN. OR
RAMP/LANDING WIDTH
ELEVATION PLAN VIEW
NOTE:
NOT TO SCALE
I. DETECTABLE WARNING SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF NOMINAL 0.9 INCHES, A HEIGHT OF NOMINAL 0.2 INCHES AND A CENTER TO
CENTER SPACING OF NOMINAL 2.35 INCHES AND SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACES. IF THE SIDEWALK AND RAMP ARE CONSTRUCTED OF CONCRETE,
2' ASPHALTIC NOTES: THE WARNING AREA SHALL BE RED BRICK IN COLOR. IF THE SIDEWALK AND RAMP ARE
SURFACE COARSE CONSTRUCTED OF RED BRICK. THE WARNING AREA SHALL BE GRAY IN COLOR. THE COLOR
SF 9.5A I. GRADED AGGREGATE BASE COURSE SHALL MEET NORTH CAROLINA USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.
DEPARTMENT OF TRANSPORTATION STANDARD
SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, CURRENT EDITION. 2. BRICK PAVERS SHALL BE SET IN A WET MORTAR BED ON A 4' MIN. THICK CONCRETE
2. THE SURFACE COURSE SHALL MEET THE REQUIREMENTS OF FOUNDATION.
NCDOT STANDARD SPECIFICATIONS AND SHALL BE COMPACTED DETECTABLE WARNING SURFACE
TO 98X LABORATORY COMPACTED DENSITY.
6' 3. ROAD AND DRAINAGE SYSTEMS SHALL MEET THE REQUIREMENTS
(100% STANDARD �ROCTbR) .'.'.', NOT TO SCALE
_ .... OF NEW HANOVER COUNTY.
4. THE SUBGRADE SHALL BE COMPACTED TO 98% STANDARD PROCTOR
(ASTM D-698) AND SHALL BE PREPARED ACCORDING TO THE NCDOT
STANDARD SPECIFICATIONS. SUBGRADE SHALL BE FREE OF ROCKS AND
DEBRIS LARGER THAN )'INDIAMETER. COMPACTION TESTS MUST BE
24" COMPACTED SUBGRADE """"""' SUBMITTED TO THE ENGINEER PRIOR TO APPLICATION OF ANY BASE
/, /// //,(98X STANDARD PROCTOR PER ////////// MATERIAL.
NCDOT ,O,T , TYPICAL , , , , , REQUIREMENTS)
/
5. THE BASE COURSE SHALL BE COMPACTED TO 100% MODIFIED PROCTOR
(ASTM D-1557).
6. ASPHALT SHOULD BE 1/4' ABOVE GUTTER (IF ANY GUTTER SHOWN)
7. CORE. DENSITY AND GRADATIONS ARE REQUIRED AND SHALL MEET
NEW HANOVER COUNTY SPECIFICATIONS
S. SUBGRADE AND THE CURBLIB? MUST PASS PROOF ROLL BEFORE THE r__ T
CURB IS INSTALLED (IF ANY CURB IS SHOWN). '
rr z'-3•
TYPICAL PAVING SECTION
(ROAD I a PARKING LOT)
NOT TO SCALE
CONCRET,
2._9.
FINISH I 3'
GRADE
RECESS I' AND 3•-
GROUT FLUSH \
WITH TOP I
"II - NO. 5 BAR
1'-6' LONG
2 NO. 4 BARS
5'-S' LONG
SECTION
WHEEL STOP DETAIL
NOT TO SCALE
OLE WITH NO. 5
ROUT
NEW PAVEMENT
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11111
11111
LEGEND AND BORDER -
REFLECTORIZED GREEN
BACKGROUND -
REFLECTORIZED WHITE
4 7/8'
5"
ESE
E
N
AR
IN
N
41/4'
41/4'
m
3' 3'
v
m
')1
12,
MAXIMUM
PENALTY
m
$250
I' (TYP.) .Q.
N ` WHERE APPLICABLE
ONLY
HANDICAPPED PARKING SIGN
NOT TO SCALE
SOLID WHITE STOP BAR 24' WIDE.
24"
STOP BAR
NOT TO SCALE
5'-0"
TRANSITION
t /- TO BE ROUNDED
I"
6"
ASPHALT
� "> CONCRETE
6" `Q
.p �O�O 71/2"
-00
-------
8"
PITCHED
GUTTER
NOTE:
ASPHALT SHOULD BE 1/4' BELOW
GUTTER FOR PITCHED GUTTER
SECTION.
STANDARD 18" VERTICAL CURB 8k GUTTER
NOT TO SCALE
STANDARD TRAFFIC
PAINT PER NCDOT
SPECIFICATIONS.
(WHITE)
4" 8°
10" v
R10' A. " 10'
PAINTED HANDICAP SYMBOL
LEGEND AND BORDER
REFLECTORIZED WHITE
BACKGROUND
REFLECTORIZED RED
.p.. :°:. : a. :e:. : . ?:
R5-1 (30"x30")
FEATHERING OF CURB AND GUTTER DETAIL DO NOT ENTER SIGN
NOT TO SCALE NOT TO SCALE
6'-0" 6'-0"
ALIGN DETECTABLE WARNING WITH
CENTERLINE OF LANDING AREA AND
LEFT ARROW DETAIL RIGHT ARROW DETAIL -� "e.o.o..o.e.o". BACK OF CURB LINE.
24, naeeeo^ ^o^aeoe DETECTABLE WARNING SHALL
EXTEND FULL WIDTH OF CURB RAMP.
NOT TO SCALE NOT TO SCALE
8'-6" TYPICAL
TYPICAL PARKING SPACE
NOT TO SCALE
TYPICAL ANGLED BOAT PARKING SPACE
NOT TO SCALE
1t
0
I:50 (2X)
15' • SLOPE MAX
RETE
RE
Y)E
24•
EDGE OFF
PAVEMENT OR
FACE OF CURB
6' WHEEL STOP
(IF REQUIRED)
4" PAINTED WHITE
STRIPE (TYP.)
4' PAINTED WHITE
STRIPE (TYP.)
INTERNATIONAL
SYMBOL (WHITE)
�T
18'-0"
60' MIN. FOR STANDARD
ACCESSIBLE SPACE
OR
96" MIN FOR
VAN ACCESSIBLE SPACE
(SEE PLAN FOR LOCATION)
NOTES:
L STRIPING AND CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES AND SPECIFICATIONS.
2. 2% MAXIMUM SLOPE IN ALL DIRECTIONS WITHIN ACCESSIBLE PARKING
SPACE AND ACCESS AISLE.
3. ONE IN EVERY 8 ACCESSIBLE SPACES SHALL BE SERVED BY AN
8' WIDE ACCESS AISLE AND SHALL BE DESIGNATED "VAN ACCESSIBLE".
ACCESSIBLE PARKING SPACE STRIPING DETAIL
NOT TO SCALE
O
tlo
NOT TO SCALE
ml
SIGN
DIMENSIONS INCHES
A
B
C
D
E
F
MIN.
24
5 8
8
BC
4
10
S D.
30
3 4
10
IOC
5
12.5
/ V
r LETTER INDICATES
STANDARD ALPHABET SERIES
STOP SIGN DETAIL
NOT TO SCALE
(PITCHED RIBBON CURB)
I
r• . r. r r "r r r r r rr.• .• -
PAVEMENT SECTION
PAVEMENT
New Hanover
County Parks
Smith Creek
VICINITY MAP:
SITE
a
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P�
K 'r
j
J
u GORDON
Z MP
SEAL:
NO;
aZUJ
UJ
23ZV
=U: S-;o
CIS
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= •.•u
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V 'ON • WCNapp.q\°
i
1
1
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y
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CLIENT:
New Hanover County
Parks Department
230 Government Center Dr., State 120
Wilmington, NC 28403
Tel: [phone]
Fax:[phone]
Project Bid #
CONSULTANTS:
Hadenstanziale
planning
landscape architecture
3807 Wrightsville Ave., Tel: [phone]
Suite 24 Fax: [phone]
Wilmington, NC 28403 w w.hadenstanziale.com
a yp
ZQ
6
1
�e'6R►Nb
219 Station Road Tel: [phone]
Suite 101 Fax: [phone]
Wilmington, NC 28405 w .thomas-huttomcom
BMS Architects, PC
514
514 Markett Street
PO Box 3667
Wilmington, NC 284D6
Tel: [phone]
Fax: [phone]
REVISIONS:
a�
0' 0.5' 1' 2' NORTH
SCALE: NOT TO SCALE
DATE: AUGUST 1, 2009
PROJECT NUMBER: 20523.0004
DRAWN BY: NJE
APPROVED BY: JDR
TITLE:
Civil
Construction
Details
4ET: C24