SW8990847_APPROVED PLANS_20060831

STORMWATE,R DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 c'
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
top O 8 31
YYYYMMDD

# I REV_ IS 0 S
01
NOTE:
TBM DERIVED BY GPS REDUCTION USING
NCDOT MONUMENT BL-77 LOCATED AT THE
I INTERSECTION OF GORDON ROAD AND
MILITARY CUT-OFF ROAD, IN FRONT OF
THE OGDEN VOLUNTEER RESCUE BUILDING.
VERTICAL DATUM: NGVD 1929
M
ss — ss
1 1 I
I O 1 z
I d ' 1
1
1 `1 N65'02'25"E
1 ,
` I1
1
late Location of
Sanitary Sewer Main
ss M ss - ss
1 isti g P vote)
1 es s Eas enFj
\� S65'02'25-W 76.
11 ` 11
1 IT
11 i�
1 "I1 \
1 11
\ Ili
\ 11
\ 11
\ 1
\ �1
'1
1
Exist
Now or Formerly
Generation Suites of Wilmington, LLC
PIN: 5009-005-042-000
Current Use: Homestay Inn
D.B. 4497, PG. 193
Approximate Location
Existing 8" DIP WL
40' Existing Utility
Easement MB/PG 27/115
M M M
)0'
— ss ss ss — ss
Lot 1
Owner: Aztec Holdings, Inc
PIN: 5009-005-043-000
Current Use: Vacant
D.B. 2225, PG. 0105
30' Public UtiBtl
®M• Easement
X T�•- 8
proximate Location of
Existing FH (TYP)
Approximate Location of
Existing Manhole.Field
Locate prior to construction.
;rl
n,
;
Now or Formerly
New Hanover County
Water and Sewer
PIN: 05009-005-041-000.
Zoned: RB
D.B. 1392, PG. 59 %
/
ZL- -
Now or Formerly
T.F. Holdings Limited Partnership
PIN: 5000-002-004-000
Zoned: RB
Current Use: Vacant
D.B. 4746. PG. 865
Approximate Location of
- - Existing Sanitary Sewer Main - -_-
- - 4- - - - 40' Existing Utility Now o Formerly
M M � Easement MB/PG 27/115
T.F. H Idings Limited Partnership
ss — ss — ss — ss7 ss — ss ss — �s — ss — ss ss — ss -- — ss ss — ss Pone 5 RB 002-004-000
N65.11'O6"E 181536 1 N15434'41 E 2$7.72' - 2-e•. c _
_ __ _ __ Curren Use: Vacant
Nl X _ @; 2• 12• 18" 18 16' a D.B. 4J46, PG. 865
- - '_ - - i6 /ate 10• ® 20� \ .; �6• � I
_ 4� t_
9• 16• if Is- 16• 12•* 1 14' - 8•
cn �to 02" 4
s•a6"
N 6 ,
v X ® 8.
Q 1Y� • 7„ ! 16, ti„ 8• erenniai S eaearn17 agf' 14' e. -
i4" 14.
26 B Q N
u 40
4 24• Existing Soil Types: is �' J
x► Leon & Woodington -
a" �j2' _ C)6 n EI (STING 12" CONIFER
I 6*1P 14 2. Existing Chain t*- T BE REMOVED (TYP.)
6• I zs• Link Fence 14• 1{• _ - 14••.
To Be Removed �i a EXI NG 8" HARDWOOD
8�g' 12• 4` x ® 3-8. 2e e' �` 20 �� 0. 14•.Iw TO E REMOVED (TYP.)
2O 1
16i6• u• �.
14
Existing Utility I x � 16' IF Is 1Z ''
Easement 20 20• "•a"i�14" A -- - -_ I
u•N 'txj ting Utility 22" �6:
u 88.39' _ N65' 2 ® '6 7 9 N65'0 7"E
1 12 N65'02'27"Ea 5
2 x j 16" 40.00
4• 2. _ -__ - 12 8 90' Existing Private
.dD t a"
JF
7-7
— X — X a 41' X x _
Existing Chain
Link Fence
Now or Formerly
Superior Machine Shop, Inc.
PIN: 5013-001-002
Zoning: RB
Current Use: Industrial
D.B. 4671, PG. 145
f e,
N329.92
-
- -'-- - - -- - -"- - EXISTING 20• CONIFER
TO BE REMOVED (TYP.)
® H�1B8tAf4dOD
UNE
BEARING
DIST
L-
1 52457'35"E
7.00'
L-
2 S65V2'25•W
15.00'
L-
3 S245735'E
7.00'
L-
4 52457'35•E
7.00'
L-
5 5245735"E
7.00'
L-
6 N65'02'27•E
20.0W
L-
7 52457'35•E
5.00,
L-
8 N65V2'27•E
15.00'
L-
9 52457'35•E
5.00'
Now or Formerly
Saucier, Ronald E.
PIN: 5013-001-006
Zoned: RB \
D.B. 2327. PG. 467 \
NOTE: EXISTING INFORMATION BASED ON SURVEY BY
MURPHY GEOMATICS, PLS.
EXISTING OFFSITE RIGHT-OF-WAY INFORMATION OBTAINED
FROM NEW HANOVER COUNTY GIS.
Drawn By: JSE
Checked By: JBE
GRAPHIC SCALE
20 40 80
( n1 FEET )
1 inch = 40 ft.
160
`�. 31964,
WH1�
"��11�ii1111��`
PRELIMINARY
NOT FOR
CONSTRUCTION
Edens Engineering, P.C.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104, Wilmington, NC 28403
ph:[phone]
fax: [phone]
email: [e-mail]
May 10, 2006 cool

\
\
11
1
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I I �
I I �
I I I
I �
I I I NOTE:
I I TBM DERIVED BY GPS REDUCTION USING
NCDOT MONUMENT BL-77 LOCATED AT THE
INTERSECTION OF GORDON ROAD AND
I MILITARY CUT-OFF ROAD, IN FRONT OF
I THE OGDEN VOLUNTEER RESCUE BUILDING.
I VERTICAL DATUM: NGVD 1929
I
1 �
I
1 /
I /
111 1 t+ — —
I i� 1
1
1 � 1
� 1 1
1 \ 5' CONCRETE
Q 1 SIDEWALK
I
1 11 N65'02'25"E SC
1 Il �Sp
1
1 13 T R
41
11 ;OC
;'.
1 ' (TYP)
1 II
1 Il
1 II
\ 1�
\ 4"t S LID
E
1 1 O ITN
$0 NE 1�
\ 1!
\ ARRO LO A 1)
\ IN C NTE F It
\ TO
\ O 1 \
\ XI N URB
\ AN ER
\ 4" WHI MIN I S
\ 220' BAY T
\
\
\
\
\
\
I \
\
I \
I \
\
\
AND RELOCATE
DRIVEWAY
\ Now or Formerly
T.F. Holdings Limited Partnership
\ PIN: 5000-002-004-000
Zoned: RB
Current Use: Vacant
D.B. 4746, PG. 865 SITE DATA TABLE
Now or Formerly
New Hanover County
Now or Formerly Water and Sewer PROJECT: TOWNE PLACE SUITES
Generation Suites of Wilmington, LLC PIN: 05009-005-041-000
PIN: 5009-005-042-000 Zoned: RB
Current Use: Homestay Inn D.B. 1392, PG. 59 / SITE INFORMATION: LOCATION: 305 EASTWOOD ROAD, LOT 2
D.B. 4497, PG. 193 / \ PIN: 5009-005-040-000
\ ZONING: RB
/ LOCATED WITHIN SHOD OVERLAY DISTRICT
\ TRACTTOTAL ACREAGE = 1 AC
DEED BOOK INFORMATION: 8K2599/PG 0125
\ i CAMA CLASSIFICATION = DEVELOPED
ZONED: REGIONAL BUSINESS
EXISTING
REQUIRED
PROPOSED
MINIMUM
MAXIMUM
% INCREASE
BUILDING USE
VACANT
N/A
HOTEL
N/A
N/A
N/A
LOT WIDTH
184'
N/A
184'
100'
N/A
N/A
LOT AREA
2.21 AC.
•1 AC.
NO CHANGE
1 AC
N A
N/A
PARKING SPACES
0
110
110
N/A
N/A
N/A
BUILDING COVERAGE AREA
0
N/A
11,247 SF
N/A
40%
11.7%
ROOF TOPS
0
N/A
56'
N/A
N/A
N/A
TOTAL PARKING AREA SQUARE FOOTAGE
0
N/A
39,483 SF
N/A
NIA
N/A
IMPERVIOUS SURFACE COVERAGE AREA
0
0
1.38 AC
N/A
N/A
N/A
FRONT YARD SETBACK
100'
100'
350'
100'
100,
N/A
REAR YARD SETBACK
25'
25'
165'
25'
25'
N/A
SIDE YARD SETBACKS
25'
25'
25'
25'
25'
N/A
BUILDING HEIGHT
0
N/A
56'
N/A
96'
N/A
Now or Formerly
Superior Machine Shop, Inc.
PIN: 5013-001-002
Zoning: RB
Current Use: Industrial
D.B. 4671, PG. 145
DUMPSTER TO BE
SCREENED WITH 8' TALL,
OPAQUE, WOODEN FENCE.
I I
-PROPOSED I
LOADING ZONE I I
I I I
I I I
I I I
PROPOSED
WET POND
y
ADDITIONAL 16.8'
BUILDING SETBACKI
FOR 56' HEIGHT---{
13" (4.0m) MIN. OTHER
PAVEMENT PLAN
SECTION A —A
SIDEWALK OR
SIDEWALK AREA
04
PARKING:
Now o Formerly
T.F. H Idings Limited Partnership
PIN: 5 00-002-004-000
Zoned: RB
Curren Use: Vacant
D.B. 4746, PG. 865
I
SETBACKS/BUFFERS:
BUILDING:
I
IMPERVIOUS:
\l � 5( VEGETATIVE BUFFER
I I OWNER:
I �
25' SETBACK
ALL PROPERTY
LINES
I. ENGINEER:
0'-6" 1,_ "
0'-2"
0'-6
6" CONCRETE
SECTION B—B
STANDARD DRIVEWAY DETAIL
SD 8-02
NOT TO SCALE
STANDARD DRIVEWAY DETAIL
SD 8-02
N.T.S.
SURVEYOR:
I
Now or Formerly
Saucier, Ronald E.
PIN: 5013-001-006
Zoned: RB \
D.B. 2327, PG. 467 \
REQUIRED: 110 ROOMS
1.00 X 110=110 SPACES REQUIRED
PROVIDED: 110 SPACES
(104 STANDARD, 6 HANDICAP)
4 BICYCLE SPACES (1 RACK)
100' FRONT SETBACK
25' FROM ALL OTHER PROPERTY LINES
(REQUIRED FOR SPECIAL HIGHWAY OVERLAY)
ADDITIONAL 16.8' SETBACK SHOWN FOR 56' BUILDING HEIGHT
(ADDITIONAL 8' PER EVERY 10' OF BUILDING HEIGHT
EXCEEDING 35')
5 STORY, 110 ROOM
BUILDING FOOTPRINTS - 11,247 SF
GROSS BUILDING AREA = 56,235 SF
CONSTRUCTION TYPE: XX
PRE DEVELOPMENT = 0 AC
POST DEVELOPMENT = 1.38 AC
BUILDING = 0.26 AC
SIDEWALK = 0.21 AC
PARKING LOT = 0.91 AC
CMC CORPORATION
ATTN: SHAHN CHHABRA
5540 CENTERVIEW DRIVE, SUITE 412
RALEIGH, NC 27606
PH [phone]
FAX [phone]
EDENS ENGINEERING, P.C.
ATTN: JARROD B. EDENS, P.E.
107 STOKLEY DRIVE, SUITE 104
WILMINGTON, NC 28403
PH [phone]
FAX [phone]
EMAIL: JARROD®EDENSENGINEERING.COM
MURPHY GEOMATICS
ATTN: JONATHAN MURPHY, PLS
107 STOKLEY DRIVE, SUITE 104
WILMINGTON, NC 28403
PH [phone]
EMAIL: JONATHANOMURPHYGEOMATICS.COM
GENERAL NOTES
1. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC
ENGINEERING TO REQUEST INSTALLATION OF TRAFFIC AND
STREET NAME SIGNS.
2. ALL PAVEMENT MARKINGS IN THE PUBLIC RIGHTS OF WAY
AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET
CITY AND /OR NGDOT STANDARDS.
3. ALL PAVEMENT MARKINGS IN AREAS OPENED TO PUBLIC TRAFFIC
ARE TO MEET MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE
STANDARDS.
4. CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT
HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
5. ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL
BE REPLACED.
6. THE DUMPSTER WILL BE SCREENED WITH AN OPAQUE FENCE
AND VEGETATION. SCREEN SHOULD BE A MINIMUM OF 6 FEET IN HEIGHT.
Drawn By: SLS
Checked By: JBE
GRAPHIC SCALE
w so
( IN FEET )
1 inch = 40 ft.
# I REVISIONS
1. PER CITY 6-5-06
PRELIMINARY
NOT FOR
CONSTRUCTION
Edens Engineering, P.C.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104, Wilmington, NC 28403
ph: [phone]
fax: [phone]
email: [e-mail]
May 10, 2006
C100
l

# REVISIONS
I
II I
I I NOTE:
TBM DERIVED BY GPS REDUCTION USING
NCDOT MONUMENT BL-77 LOCATED AT THE
INTERSECTION OF GORDON ROAD AND
IMILITARY CUT-OFF ROAD, IN FRONT OF
THE OGDEN VOLUNTEER RESCUE BUILDING.
/ VERTICAL DATUM: NGVD 1929
4
Now or Formerly
Generation Suites of Wilmington, LLC
PIN: 5009 - 005 -042 -000
Current Use: Homestay Inn
D.B. 4497, PG, 193
40' Existing Utility
Easement MB/PG 27/115
SF
Lot 1 734 SF
Owner: Aztec Holdings, Inc REQUIRED
27' (1,280 SF) PIN: 5009-005-043-000 LANDSCAPE ISLAND
STREET YARD Current Use: Vacant
D.B. 2225, PG. 0105
05 1
1123'
CROWN OF TREE IS
3ROWTH TO PRODU
THE AIR, REDUCE V
AND PROVIDE BEAL
DRIPLINE
1^;i1:1
PLAN
STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
TIRE TREE. IFAT "DRIPLINE" OF TREE ELEVATIONTREE CANFAIL ANDEMOVEDDAMAGE
AND PROVIDE TREE WITH PROPERTY.
MOISTURE AND NUTRIENTS. SEE NOTE 2 & NOTE 4
SEE NOTE 1 & NOTE 4
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS
WILL DIE. THESE "FEED NG ROTS" SE WATER AND OCCURTTO WELLR WAY FROM H THE ROOTS
BASE OF
THETREE
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTiVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING
CONSTRUCTION
SD 15-09
NOT TO SCALE
EXISTING 12"
i r
4 +
HARDWOOD
1 S J
TO BE PRESERVED
y;
EE PROTECTION
\
20 D
FENCING (TYP.)
N
Existing 30' Public
Utilitt/ x`l ,
( +
& Access Easement
i
L
� �
� �
� � _. •fin
Now or Formerly
T.F. Holdings Limited Partnership
PIN: 5000-002-004-000
Zoned: RB
\ / Current Use: Vacant
D.B. 4746. PG. 865
Now or Formerly
New Hanover County
Water and Sewer
PIN: 05009-005-041-000
Zoned: RB
D.B. 1392, PG. 59
I218 SF
REQUIRED
LANMCAPE ISLAND
295 SF \
LANDSCAPE ISLAND \
653 SF
REQUIRED
LANDSCAPE ISLAND
i x (
�,
( x 1
DBH -
S / ,
1 - Existing Chain
Link Fence
T ed
i r �
233 SF
LANDSCAPE ISLANI
Existing Chain
Link Fence EXISTING 16" CONIFER
TO BE PRESERVED
Now or Formerly
EXISTING 12" CONIFER Superior Machine Shop, Inc.
TO BE PRESERVED PIN: 5013-001-002
Zoning: RB
Current Use: Industrial
D.B. 4671, PG. 145
STAKE
ABOVE
I
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING
CONSTRUCTION
SO 15-08
NOT TO SCALE
j
ISTINMMS
_TREE PROTECTION
FENCING (TYP.)
EXISTING 18" CONIFER
TO BE PRESERVED
so7r00000+
11
N
E..
PLANT SCHEDULE
ING 14" CONIFER\
PE RESERVED - - -
3 S-F \ \ 40' Existing Utility
Easement MB/PG 27/115
r .
DUMPSTER i(x BE
SCREENED WIT
FI 8' TALL
,OPAQUE, WOODEN FENCE �
X�� ------ ��
\ " 18
r �
6 NS
4 S0 6 RB
734 SF
REQUIRER
�D -- LAND�CARE ISLAN
G.
( x : 20 DM \
REQUIRED MIN. 5'
'ERIMETER PARKING
AREA PLANTING
90' Existina Private
- TO BE REMOVED
0-
TO BE PRESERVED
LANDSCAPE DATA
1. PRIOR TO ANY CLEARING, GRADING, OR
CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND
PROTECTED TREES OR GROVES OF TREES.
2. AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS OR VEHICLES ARE PERMITTED
WITHIN THE TREE PROTECTION FENCHING.
PLANTING CALCULATIONS
REQUIRED SITE TREES
32 TOTAL BASED ON 2.16 TOTAL DISTURBED AREA
(15 PLANTED OR PRESERVED TREES/ACRES DISTURBED SITE AREA)
5 TREES PRESERVED
27 PLANTED RIVER BIRCH SHOWN (MIN 2 1/2" CALIPER AT PLANTING)
Now at Formerly
T.F. H Icings Limited Partnership PRESERVED/REMOVED TREES -
PIN: 5 00-002-004-000
Zoned: RB NO REGULATED TREES ARE TO BE REMOVED OUTSIDE OF THE AREA
Curren Use: Vacant OF DISTURBANCE NECESSARY FOR ESSENTIAL SITE IMPROVEMENTS.
D.B. 4746, PG. 865 A TREE REMOVAL PERMIT WILL BE OBTAINED FROM THE CITY PRIOR
TO CONSTRUCTION.
5 REGULATED TREES ARE TO BE PROTECTED OUTSIDE OF THE AREA OF
DISTURBANCE NECESSARY FOR ESSENTIAL SITE
IMPROVEMENTS.
BUFFERS:
NO BUFFER REQUIRED
a
STREET YARDS:
77.34 LF FRONTAGE
77.34 LF - 26.81 LF (DRIVES/SIDEWALK) =
50.53 LF
'
�J1
50.53 LF x 25 (MULTIPLIER) = 1,263.25 SF REQUIRED
PROVIDED = 1,280 SF
/^
PLANTINGS REQUIRED:
H
CANOPY/SHADE TREES = 2 (1/600 SF)
SHRUBS = 13 (6/600 SF)
�{
PLANTINGS PROVIDED:
2 SHADE/CANOPY TREES
13 SHRUBS
REQUIRED PARKING LOT LANDSCAPING
INTERIOR AREA LANDSCAPING
TOTAL VEHICULAR SURFACE AREA = 30,483.3 SF
TOTAL INTERIOR LANDSCAPING REQUIRED =
2,439 SF
(8%)
TOTAL INTERIOR LANDSCAPING PROVIDED =
3,945 SF
(13%)
(MIN PLANTING ISLAND = 216 SF)
\ PERIMETER
\ 5' PERIMETER YARD REQUIRED ADJOINING
SOUTH AND
WEST
PROPERTY LINES
(2) 5' REQUIRED PERIMETER YARDS SHOWN.
Now or Formerly
Saucier, Ronald E. FOUNDATION PLANTINGS
PIN: 5013-001-006
Zoned: RB \ TOTAL BUILDING WALLS = 5$1 LF
D.B. 2327, PG. 467 \ ROT - 218 LF
218 X 56 (BUILDING HEIGHT) = 12,208
SF SURFACE AREA
REAR = 218 LF
218 x 56 (BUILDING HEIGHT) = 12,208
SF SURFACE AREA
WEST SIDE = 46.5 LF
46.5 X 56 (BUILDING HEIGHT) = 2,604
SF SURFACE AREA
EAST SIDE = 46.5 LF
46.5 x 56 (BUILDING HEIGHT) = 2,604
SF SURFACE AREA
REQUIRED FOUNDATION PLANTINGS (12%)
FRONT = 1,465 SF (12%)
REAR = 1,465 SF (12%)
WEST SIDE = 313 SF (12%)
EAST SIDE = 313 SF (12%)
PROVIDED:
FRONT = 31 NEW STEVENS HOLLY (0 5'x5'
EACH) = 775 SF
4 BRADFORD PEAR (0 20'x1O' EACH) = 800 SF
TOTAL PROVIDED = 1,575 SF
REAR = 30 NEW STEVENS HOLLY (0 5'x5'
EACH) = 750 SF
52 DWARF BUFORD HOLLY (0 4'X4'
EACH) = 832 SF
TOTAL PROVIDED - 1 582 SF
KEY BOTANICAL NAME COMMON NAME SIZE AT ROOT QUAN. REMARKS
PLANTING
FC
Prunus serrulota 'Kwanzon'
KWANZAN FLOWERING CHERRY
8'-10' Ht.
B&S
4
Foundation Plantings
RB
Betulo ni ra
RIVER BIRCH
8'-10' Ht.
B&B
16
* See Note Below
RM
Acer rubrum
RED MAPLE
2 1/2" Cal.
B&B
2
Street Yard
SO
Quercus coccinea
SCARLET OAK
2 1/2 " Cal.
B&B
38
Parking Interior & Perimeter
DBH
Ilex comuta 'Burfordii Nana'
DWARF BURFORD HOLLY
12" Ht.
CONT.
168
Foundation Plantings, Street Yard
NS
Ilex x 'Nellie R. Stevens'
NEWE R. STEVENS HOLLY
36" Ht.
CONT.
83
Foundation Plantings, Pond
DM
0 hio 0 on 'a onicus 'Nana'
DWARF MONDO
12" Ht.
CONT.
80
Parkin Islands
LANDSCAPE NOTES
SD 15-14
1. PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND
ALL LANDSCAPING WITH A MINIMUM HEIGHT OF SIX (6)
INCHES.
2. OWNER IS RESPONSIBLE FOR MAINTENANCE TO ENSURE
PLANT MATERIAL LIVES AND PROSPERS.
3. PLANTING PLANS SHALL BE APPROVED BY LANDSCAPE
DESIGNER PRIOR TO INSTALLATION.
4. LANDSCAPING SHALL BE REQUIRED AT THE ENDS OF ALL
PARKING ROWS.
5. ONE ROW OF LOW EVERGREENS SHALL BE REQUIRED
WHERE PARKING IS WITHIN FIFTY (50) FEET OF THE
RIGHT-OF-WAY.
6. LANDSCAPED ISLANDS SHALL BE A MINIMUN WIDTH OF
TWELVE (12) FEET (BACK OF CURB TO BACK OF CURB)
AND A MINIMUM OF TWO HUNDRED SIXTEEN (216) SQUARE
FEET.
7. A MINIMUM OF FIFTEEN (15) TREES PER ACRE EQUALLING
THIRTY (30) CALIPER INCHES SHALL BE REQUIRED.
8. FOR RECOMMENDED PLANT LIST SEE "LANDSCAPE" T-
10.4.
*Multi -Trunk, Each Tree to Exceed total 2 1/2" Caliper at Planting
WEST = 6 NELLI STEVENS
HOLLY (0 5'x5'
EACH) =
150 SF
7 SCARLET OAK
(020'x15' EACH)
= 2,100
SF
TOTAL PROVIDED
= 2,250 SF
EAST = 6 NEW STEVENS
HOLLY (0 5'x5'
EACH) =
150 SF
7 SCARLET OAK
(020'x15' EACH)
= 2,100
SF
TOTAL PROVIDED
= 2,250 SF
GENERAL PLANTING NOTES
1. VERIFICATION OF TOTAL QUANITIES AS SHOWN ON THE PLANT LIST SHALL BE THE
RESPONSIBILITY OF THE PLANTING CONTRACTOR, AND THE TOTAL QUANITIES SHALL BE
AS REQUIRED ON THE PLANTING PLAN.
2. ALL TREES, SHRUBS, AND BEDDING PLANTS SHALL CONFORM TO THE ACCEPTED STANDARDS
ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN.
3. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING
PLANTING.
4. ALL PLANTS SHALL BEAR THE SAME RELATION TO FINISH GRADE AS IT BORE TO
PREVIOUS EXISTING GRADE.
5. THE SIZE OF ALL ROOT BALLS SHALL CONFORM TO AN STANDARDS.
6. FERTILIZE ALL PLANTS WITH AGRIFORM FERTILIZER TABLETS OR EQUAL TO BE APPLIED
AT MANUFACTURERS RECCOMENDED RATE.
7. GUYING, IF NECESSARY, SHALL BE REMOVED AFTER ONE GROWING SEASON.
8. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING.
9. ALL TREES HAVE BEEN LOCATED WITH RESPECT TO PROPOSED OR EXISTING FACILITIES
OR STRUCTURES.
10. OWNERS SHALL MAINTAIN ALL PLANT BEDS AND PLANT MATERIAL IN GOOD HEALTH, AND
ANY DEAD, UNHEALTHY OR MISSING PLANTS SHALL BE REPLACED WITH LOCALLY ADAPTED
VEGETATION WHICH CONFORMS TO THE INITIAL PLANTING STANDARDS OF THE LANDSCAPE
ORDINANCE.
11. REPORT ANY DESCREPANCIES TO THE PROJECT LANDSCAPE ARCHITECT.
12. SUBSTITUTIONS OR ALTERATIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN NOTIFICATION
OF THE PROJECT LANDSCAPE ARCHITECT.
13. ALL PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY.
CARS °,'
4O; d•FSS••,'I'a
3 9 4c�-
GRAPHIC SCALE �104:
40 0 20 40 s0 160
IY
( IN FEET) PRELIMINARY
1 inch = 40 ft. NOT FOR
CONSTRUCTION
4 Edens Engineering, P.C.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104, Wilmington, NC 28403
ph: (91o) 256-9300
fax: [phone]
email: [e-mail]
Drawn By: JSE C 1 10
May 10, 2006
Checked By: JBE

NOTE
TBM DERIVED BY GPS REDUCTION USING
NCDOT MONUMENT BL-77 LOCATED AT THE
INTERSECTION OF GORDON ROAD AND
I MILITARY CUT-OFF ROAD, IN FRONT OF Now or Formerly
1 THE OGDEN VOLUNTEER RESCUE BUILDING.
1 VERTICAL DATUM: NGVD 1929 Generation Suites Wilmington, LLC
PIN: 5009-005-042-000
Current Use: Homestay Inn
1 \ D.B. 4497, PG. 193
1
1
1
titi
1 -- -- - ni'-
1
1 T B M - - - - - -
I E (TOA R)
STUBOUT
I 11 ' FUTUREIPE DEVELOPMENTFOR OF
1 o 1 a LOT #1. CAP END OF PIPE.
1 01�\ 1 1 Lot 1
1 4 1 Owner: Aztec Holdings, Inc
1 O PIN: 5009-005-043-000
1 Current Use: Vacant
D.B. 2225, PG. 0105
1
1 ,,; 11 i 1• '� ��
1 , L
X � X _X
11 1 TEMPORAL / x
\ CONSTRUCTION \
11 I ENTRANCE
1
1
11 Ir i
1 lr
1 Ir
LINE WITH NORTH AMERICAN GREEN
SPECIFIED LINER OR APPROVED EQUAL
CHECK DAMS T
INSTALLED EVERY 25'
\3:1 3'
N
TIE WEIR
RIP RAP BEHIND
RAILROAD TIE WEIR
5'
TYPICAL CHANNEL SECTION
NTS
STUB 5
��� 4
- X _ -- X�- X
\
Now or Formerly -
New Hanover County
Water and Sewer -� \
PIN: 05009-005-041-000-1
Zoned: RB
D.B. 1392, PG. 59 3S�<
i F
Off Site Easement �
f Stormwater Conveyance \
-- SILT FENCE
(NP)
Now or Formerly
Superior Machine Shop, Inc.
PIN: 5013-001-002
Zoning: RB
Current Use: Industrial
D.B. 4671. PG. 145
CUSTOM BASIN DETAILS
N.T.S.
BOXES)\ --INLET PROTECTION
(TYP ALL
Now or Formerly
T.F. Holdings Limited Partnership
\\ \\\\\\ \\ PIN: 5000-002-004-000
\\ \\ \\\\\ \\ Zoned: RB
Current Use: Vacant
\\ D.B. 4746, PG. 865
\ - --
\ � I
RAP DISSIPATORN-
9'Lx 11 'Wx22"D
CB 6
... .. ,•
J
71,
CB
RIP RAP DISSIPATORJ
15'Lx9'Wx22"D
WET POND TO FUNCTION
AS RISER BASIN DURING
CONSTRUCTION.
1'-0" FREEBOARD MIN.
20 LF 15" CMP WITH
f-TWO-1" ORIFICE
GENERAL GRADING & DRAINAGE NOTES
1. EXISTING TOPOGRAPHY BASED ON SURVEY BY MURPHY GEOMATICS, PLS.
2. ALL CONSTRUCTION TO CONFORM TO CITY OF WILMINGTON AND NCDENR STANDARDS AND
SPECIFICATIONS.
3. ALL STORM DRAINAGE TO BE REINFORCED PIPE.
4. THERE ARE NO EXISTING WETLANDS ON THIS SITE.
TOTAL DISTURBED AREA = 2.16 AC.
CONSTRUCTION PLAN
1.
OBTAIN GRADING PERMIT FROM NEW HANOVER AFTER SITE PLAN APPROVAL.
2.
INSTALL ALL EROSION CONTROL DEVICES SHOWN, INCLUDING SILT FENCE, CHECK DAMS,
TREE PROTECTION FENCING, CONSTRUCTION ENTRANCE, AND SEDIMENT TRAPS.
3.
BEGIN CLEARING AND GRUBBING THE SITE AS NEEDED.
4.
BEGIN INSTALLATION OF STORM DRAINAGE AND UNDERGROUND UTILITIES.
5.
MONITOR SITE AND EROSION CONTROL MEASURES. ADDITIONAL MEASURES MAY HAVE
TO BE INSTALLED TO PREVENT SEDIMENT FROM LEAVING CONSTRUCTION SITE.
6.
ONCE UNDERGROUND DRAINAGE AND UTILITIES ARE IN PLACE, BRING
SITE TO FINISHED SUBGRADE AND PREP FOR STONE AND PAVING. CONSULT GEOTECHNICAL
ENGINEER AS NEEDED TO ENSURE PROPER COMPACTION IS REACHED FOR PARKING
SUBGRADE AND BUILDING PAD. PROOF -ROLL MAY BE REQUIRED.
7.
INSTALL STONE BASE AND COMPLETE PAVING OPERATIONS, STRIPING, ETC.
B.
PROPERLY MAINTAIN ALL EROSION CONTROL DEVICES DURING CONSTRUCTION.
9.
PROVIDE TEMPORARY SEEDING OF DISTURBED AREAS WITHIN 15 DAYS OF GRADING.
10.
PERMANENTLY SEED AND MULCH ALL DISTURBED AREAS WITHIN 30 DAYS OF ESTABLISHMENT
OF FINISHED GRADES.
11.
MAINTAIN EROSION CONTROL DEVICES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
12.
ONCE PERMANENT COVER ESTABLISHED, REMOVE EROSION CONTROL DEVICES AND
STABILIZE THESE AREAS.
Now or Formerly
13.
ALL SLOPES TO BE STABILIZED WITHIN 21 CALENDAR DAYS.
T.F. H Idings Limited Partnership
PIN: 5 00-002-004-000
Zoned: RB
CurrenI6 Use: Vacant
D.B. 4746• PG. 865
EROSION CONTROL MAINTENANCE PLAN
,.,STONE CHECK DAMS
1.
REMOVE ALL LITTER AND DEBRIS THROUGHOUT SITE AS NEEDED.
2.
EROSION CONTROL MEASURES MUST BE INSPECTED BY SITE
CONTRACTOR ONCE A WEEK AND WITHIN 24 HOURS OF ANY
RAINFALL EVENT.
3.
MAINTAIN MINIMUM DEPTH OF 8" OF STONE IN GRAVEL
CONSTRUCTION ENTRANCE.
4
INSPECT SILT FENCE AND CLEAN BUILDUP DAILY
20 LF 5. REMOVE SEDIMENT BUILDUP FROM SILT FENCE OUTLET DAILY.
TRIPLE 8.5" PVC PIPES 6. WHEN CUSTOM RISER BASIN IS AT LEAST 50% CAPACITY,
REMOVE SEDIMENT TO BRING RISER TO ITS ORIGINAL STATE.
- - 7. INSPECT RIP RAP APRONS AFTER EACH RAINFALL EVENT. ADD
ARI OR BENDS AND INSIDE STONE IF EROSION IS EVENT.
POD SLOPES WITH
7i-GE FABRIC/MATTING TO
PR NT EROSION (TYP)
Now or Formerly
Saucier, Ronald E.
PIN: 5013-001-006
Zoned: RB \
D.B. 2327, PG. 467
WASHED STONE FILTER TO TOP OF SLOTS TARP EXTENDS TO TOE OF BACK SLOPE
NOTE 1 BASIN REMOVAL SEQUENCE
1. DO NOT REMOVE BASIN UNTIL ENTIRE SITE IS STABILIZED AND COVERED NTH
VEGETATION.
2. AFTER SITE IS STABILIZED, FIRST REMOVE 8" PVC RISER, 4" PVC UNDER BERM, AND
TARP.
3. FILL IN EXCAVATED AREA WITH MATERIAL.
4. AFTER BASIN AREA IS STABILIZED WITH GROUND COVER, REMOVE SILT FENCE.
STORM CHART
INLET
TOP OF
CURB
F CURB
B
TOP OF GRATE
INVT. IN
INVT. OUT
OUTLET PIPE
FES 1
-
-
-
34.50
-
CS 2
38.50
38.00
34.57
34.57
15' - 30" RCP 0 0.47%
CB 3
39.13
38.63
35.07
35.07
164' - 24" RCP 0 0.30%
CB 4
39.00
38.50
35.56
35.56
159' - 24" RCP ® 0,30%
SNB 5
35.74
59' - 18" RCP 0 0.29%
CB 6
38.90
38.40
-
35.25
127' - 18" RCP 0 0.50%
GRAPHIC SCALE
40 80
;i REVISIONS
1. PER CITY 6-5-06
2. PER COUNTY 6-15-06
3. PER NCDENR 6-23-06
4. PER COUNTY 7-6-06
5. PER CITY 7-26-06
6
0 4
( tx FT ) PRELIMINARY
1 inch = 40 ft. NOT FOR
CONSTRUCTION
Edens Engineering, P.C.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104, Wilmington, NC 284o3
ph: [phone]
fax: [phone]
email: [e-mail]
Drawn By: SLS C 14 0
May 10, 2006
Checked By: JBE

IIII REVISIONS
WET DETENTION
PLAN VIEW
SCALE: 1" = 10'
POND 0
FINISHED GRADE
iorroreu nu onkin
BOTTOM POND = 32.00
DETENTION
PROFILE VIEW
N.T.S.
STEEL PLATE ATTACHED
TO INLET OF PIPE
12' WIDE AQUATIC SHELF (TYP.) PLANTINGS TO BE
USED ON AQUATIC SHELF SHALL BE POND WEED
(POTAMOGETON PECTINATUC) AND WILD CHERRY
(VALISNERIA AMERICANA).
BOTTOM SHELF = 34.00'
TRIPLE-8.5" OPENING IN
15" CMP IN WALL
INVT IN = 36.76'
INVT OUT = 36.62'
TWO-1" INVERTED PVC
IN PLATE ATTACHED TO
15" CMP
INVT IN 36.00'
INVT OUT = 35.80'
EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL.
CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION
CONSTRUCTION SPECIFICATIONS
ALL FILL SOILS FOR DAM SECTION SHALL
CONSIST OF IMPERMEABLE MATERIAL. FILL SHALL
BE COMPACTED TO AT LEAST 95% STANDARD
PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM
MOISTURE CONTENT. NO BLASTED MATERIALS
SHALL BE USED IN THE EMBANKMENT
CONSTRUCTION. SOILS SHALL NOT EXHIBIT
SIGNIFICANT SHRINK/SWELL OR DISPERSIVE
CHARACTERISTICS. ON -SITE GEOTECHNICAL
ENGINEER SHALL APPROVE THE SOILS FOR
PLACEMENT WITHIN THE BERM SECTION, AND SHA
SPECIFY THE METHODS TO BE USED FOR
PLACEMENT OF FILL.
1. 1 PER CITY 6-5-06
2. PER NCDENR 6-23-06
3. PER CITY 7-6-06
4. PER CITY 7-26-06
5.1 PER CITY 8-28-06
2.
IN ALL FILL AREAS OF THE BERM, A SOILS
COMPACTION TEST SHALL BE CONDUCTED EVERY
815" OPENING IN 15"
2500 SQUARE FEET PER VERTICAL F00T OF FILL.
CMP
3.
A KEY TRENCH IS TO BE PROVIDED IN ALL FILL
INVT IN = 36.76
AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE
FEET BELOW EXISTING GRADE. SOILS AND
COMPACTION FOR KEY TRENCH SHALL MEET ALL
T /1
!APPLE DETAIL
REQUIREMENTS OF #1 ABOVE.
rS
4.
NO TREES OR WOODY VEGETATION OF ANY TYPE
W
MAY BE LOCATED ON THE DAM SECTION.
TWO-1" INVERTED PVC
IN ELEV�TE36.00 5.
FILL SHALL BE PLACED IN 8" MAXIMUM LIFTS.
NOTE:
EACH LIFT SHALL BE CONTINUOUS FOR THE
1. ORIFICE TO BE KEPT FREE OF DEBRIS
ENTIRE LENGTH OF EMBANKMENT. BEFORE
2. ORIFICE TO BE ATTACHED TO THE 15" PIPE SUCH
PLACEMENT OF FILL FOR THE BERM SECTION,
THAT THE JOINTS ARE WATERPROOF
ALL UNSUITABLE MATERIAL SHALL BE REMOVED
r /1
AND THE SURFACE PROPERLY PREPARED FOR
V 1
FILL PLACEMENT. ALL COMPACTION WITHIN 3'
OF SPILLWAY OR PIPE TO BE CONDUCTED BY
HAND. SEE NOTE 6 FOR HAND COMPACTION
SPECIFICATIONS.
r 1
6.
HAND COMPACTION TO CONSIST OF HAND
OPERATED EQUIPMENT, INCLUDING BUT NOT
LIMITED TO, TAMPERS, JUMPING JACKS, WALK
BEHIND ROLLERS, ETC. ALL COMPACTION BY
4
HAND SHALL BE CONDUCTED IN 6" LIFTS.
h
SPILLWAY/ DAM EMBANKMENT DETAIL
N.T.S.
W
AQUACTIC SHELF NOTES:
1. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED AROUND VEGETATED SHELF.
2. VEGETATED SHELF SHALL BE A MAXIMUM SLOPE OF 6:1 AND A MINIMUM OF 10' WIDE.
3. PLANTINGS TO BE USED ON AQUATIC SHELF SHALL BE POND WEED (POTAMOGETON O
PECTINATUC) AND WILD CHERRY (VALISNERIA AMERICANA).
Drawn By: EOL
Checked Bv: JBE
E�
W
i0
PRELIMINARY
NOT FOR
CONSTRUCTION
Edens Engineering, P.C.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104, Wilmington, NC 28403
ph: [phone]
fax: [phone]
email: [e-mail]
May 10, 9006
C141

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SECTION "B-B"
LB
NOTE:
PLAN 1. 4" DEEP X 8" WIDE CONCRETE COPING
ALL AROUND BASIN CASTING.
2. ALL CONCRETE TO BE CLASS "A"
3. FOR CASTING DETAIL SEE SD 14-03
CATCH BASIN
SD 2-01
NOT TO SCALE
CLUSTER SHRUBS FOR
Low MAINTENANCE
USE CANOPY TREE FOR A FOCAL RXM CLUSTER TREE$ ALLOW FOR
N1x. WEEPING WILLOW. LINE OAK MAINTENANCE EQUIUI PMENT EASY
l ACCESSIBILITY
LANDSCAPE STRIP VARIES
ACCORDING TO 512E OF POND
SEE PART O & G OF
CHAPTER VI
A710N MUST BE EVENLY
DISTRIBUTED AT APPROXIMATELY
100' INTERVALS AROUND POND
Notes:
1. If possible, locate pond where vegetation exists.
2. Suggest minimal clearing to conserve visual
Quality of site and minimize the additional
of tree planting. M irregular shape
provides a more natural appearance.
3. Landscape strip shall be a maximum slope of
7:1 in order to plant vegetation.
4. Provide a minimum of 3 inches of mulch around
oil vegetation.
CONCRETE
SHOULDERS. SIX DITCHES, SLOPES
SLOPES (MAX. --,I)
DATE
TYPE
PLANTING RATE
AUGUST 15 - NOVEMBER 1
TALL FESCUE
300 LBS/ACRE
NOVEIBER 1 - MARC" 1
TALL FESCUE AND ABRUZZI RYE
300 LBS/ACRE
MARCH 1 - APRIL 15
TALL FESCUE
300 LBS/ACRE
APRIL 15 - JUNE 30
HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JULY 15 - AUGUST 15
TALL FESCUE AND .«gRDWNTOP MULLET
35 NIBS/ACRE
DATE
SLOPES (3:1 TO 2:1)
TYPE
RANTING RATE
MARCH 1 - JUNE 1
SERICEA LESPEOEIA (SCARnELD)
50 LBS/ACRE
AND
MARCH 1 - APRIL 15
ADD TALL FESCUE
120 LBS/ACRE
MAP" 1 - JUKE 30
ADD WEEPING LDVEGRASS
10 LBS/ACRE
De
MARCH 1 - JUNE 30
ADD HULLED COMMON BERMUDAGRASS
25 LBS/ACRE
JUNE 1 - SEPTEMBER 1
••4TAl FESCUE AND
120 LBS/ACRE
4"BRowww MILET
25 LBS/ACRE
A -OR SORGNIM-SUOAN HYBRIDS
30 LBS/ACRE
SEPTEMBER 1 - MARCH 1
SERr/1 LESPmFIA (UNH LIED-UN501RE1LD)
70 LBS/ACRE
AM TALL FESCUE
120 LBS/ACRE
AM ABRUZZI RYE
25 U SS/ACRE
CONSULT EROSION CONTROL ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL.
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE
ABOVE VEGETATION PATES ARE THOSE WHICH 00 WELL UNDER LOCAL CONDITIONS: OILER
SEEDING RATE COMBRW706 ARE POSSIBLE.
TEMPORARY -RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES
IN HEIGHT BEFORE MOVING. OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDING SCHEDULE
SEEDING SCHEDULE DETAIL
2'-s"
1'-10.5"
�JR
1"R
1j„R
0
I
co I U0
O G.
0
.75� WHERE CENTER MEDIAN CURB IS REQUIRED
GUTTER SHALL SLOPE AWAY AS SHOWN
STANDARD CURB SECTION TYPE "A"
SD 7-01
NOT TO SCALE
CONCRETE CURB &GUTTER
-9. CLEAN -OUT
2) PVC OR CIP
111/8- BEND
PVC OR CIP-�
PLUG' SINGLE TEST /
PLUG W ING NUT (SEE NOTE 2) LLEE
OR TWYE &l?MNNBTE 117
NOTES: SEWER MAIN
1-SEWER TAPS TO BE PERFORMED BY CITY CREWS EXCEPT
WHEN TEES OR WYES ARE INSTALLED IN NEW MAINS LAD
BY THE CONTRACTOR.
2-THESE ITEMS SHALL BE INSTALLED WHEN NO HOUSE
CONNECTION IS MADE AT C.O.
GUIDELINES FOR STANDARD CLEAN -OUT
SANITARY SEWER HOUSE SERVICE
SD 3-04
NOT TO SCALE
STAKE
ABOVE
NOTE:
TREES TO 3E SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
TYPICAL STORM WATER FACILITY METHOD OF TREE PROTECTION DURING CONSTRUCTION
LANDSCAPING PLAN SD 15-08
SD 15-16 NOT TO SCALE
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE BELOW-)
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING,L
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60%< DAMAGED, REESTABLISH FOLLOWING ORIGINAL,
LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT EFS ENVIRONMENTAL ENGINEER ON MAINTENANCE
TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ACRE
IN CLAY SOILS)
FERTILIZER - 1,000 LBS./ ACRE-10-10-10
SUPERPHOSPHATE - 500 LBS / ACRE-20% ANALYSIS
MULCH - 2 TONS / ACRE - SMALL GRAIN STRAW
ANCHOR - ASPHALT EMULSION O 300 GALS./ ACRE
SEEDBED PREPARATION
ALUNNUM MANHOLE
AND TEND WITH ILO
INSTAL La I/2•
ABOVE FINAL DRADEl
FINISHED GRADE 2% SLOPE
E00U`TING NOOK 5` 1
STRAINER
PRECAST OR GAW
IN PLACE CONCRETE
FOOTING (1YP.) -
GENERAL NOTES
TOP OF MR UD TO
3/4• ROCK FOR
BE 1/2• ABOVE
ORADE AOIUSMEM
RRSHED GRADE
(IF RM-D)
AMR POD (F)RD YOKE BOX
ER 2,
PART AYM-) WITH FORD
YOKWITH BOX M PART "OL-TP
MAIM 1 NOTE
AND REMOV.IBLE PM1G)
NANSu PLUG)
r (MW.)
I6' (MA%)
I
6" (MA%)r
1 (MAzJ
ROM
1. W NOT INSTILL N ANY STREET. ALLEY. PARKING AREA ORIVEMY. SIVE11MLK DRAINAGE DRCN OR DEFEN1pN BASIN.
2. NO LANDSCAPING (SHRUBS. BOULDERS. ECTJ OR STRUCTURES TO BE V THIN 4 FT. OR TREES WTNN 10 FT.
OF MEIER VAULT.
3. SLOPE GROUND SURROUNDING METER VAULT AWAY FROM UD AT 2% GRADE OR GREATER.
4. MAKE NO PLUMBING CONNEcTGNS (TEES. CaIPIINGS, Mr.) IN METER VAULT.
S. GRADE ACCEPTANCE AFTER METER PR INSTALLATION REQUIRES THAT THE GONER ADAIST METER VAULT COVER
TO 1/2 IN. ABOVE FINAL GRADE
B. IF A PRESSURE REDUCING VANE a REWIRED BY PLUMBING CODE T SHALL BE INSTALLED INSIDE THE BLINDING.
MNEUYATEY FOUDWNC THE MAN SH I` O VALVE
CRY OR TOOL' COIIJNB MB's
WA7ss PIDD OPIRAwONB I STANDARD SFOR IN. AND 4 IN.
P.a mom FPrr TORT& ca NNW HATERR YETIIWT SRS (SIDE VISIT) DITAQ.
(IRA) s1-nw I%-B
D
C
+ + FRAME
MINIMUM AVERAGE WEIGHT 40 LBS.
PLAN
10 75"
SECTION C SECTION D
V-RIBS B COVER
WATER A MINIMUM AVERAGE WEIGHT 20 LBS.
II
METER
PLAN
V-7 3 8" 9.625" 10
2.25- 1.75" 25 0
s.75" 5.75'
1' -6 5 8" 0.375" n
SECTION A SECTION B
WATER METER BOX
SD 4-13
NOT TO SCALE
EXISTING
ROADWAY
50, MIN
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
0
EXISTING ROADWAY
6- MIN.=
JIOffS:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
. OR WIDTH OF ING OVER THE STONE. THEN THE TIRES OF THE
5TItFEf VEHICLES MUST BE WASHED BEFORE ENTERING THE
PROPOSED PUBLIC ROAD.
WHICHEVER IS
GREATER. 3. IF.A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE: FINANCIAL
RESPONSIBILITY FORM.
'FABRIC UNDER STONE
CROSS SECTION
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
A IdEft TIC OWNER
'WANO
YN 1NA M
NIIIIS
a0
11[ w6
NRaAC
FRONT
VIE W
llla Eon
pI Wa FAIR
eL11WQ.ERI.. R.I.
Nlos.
�s a nNa Oar Ws MrAMa AIA
,LL.�
�4w�RwNo awl N
NW a ar
a°OpuA�a
!
aearulWso wa Was lINNA
�
Mall aw.
f NIL Awl
WY Art•
SIDE
Rs nre®L
VIEW
■II,I.I.III'I.II,I.I.
�.
I'
■I.II,II,I.II,■I.I.���5��I��.yIry.1�
F
p��q'_I.I�Iy,,�I.III'll,ll'll_yaNAy.[•��A¢S..Q
SILT FENCE DETAIL
N.T.S.
PLAZA AR
" SCORE(TYP)
1k �L
�A-
NEW CONSTRUCTION
�12- MIN.
EXPANSION JOINT
AT 30' INTERVALS(TYP) J�
_GALA-
r �
L 1
JL
t A.
STANDARD SIDEWALK DETAIL
SD 8-15
NOT TO SCALE
# REVISIONS
1. PER CITY 6-5-06
2. PER COUNTY 6-15-06
3. PER COUNTY 7-17-06
Z
n
NL1 rtNUL UulLL1 ULIAIL PRELIMINARY
N.T.S. NOT FOR
CONSTRUCTION
Edens Engineering, P.C.
Civil Engineering - Land Development Services
107 Stokley Drive - Suite 104, Wilmington, NC 28403
ph: (91o)256-93oo
fax: [phone]
email: [e-mail]
Drawn By: JSE::] C 190
May 10, 2006
Checked By: JBE

REVISION
I QW, T 1% M NO.
@@W
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C�OGV1934G?MC�4000 G] pdZ^QCti1@
SEM111it 1111 Creek Parkway
DESCRIPTION
---------- Wilmington, North Carolina
@@WRQ0U0U1LC 9MRRU
9y09ff0M@ @@K100 U00K1tz�
@nn_A P0R1@ Z%Klo PRZ%0KZ%@R PR-,Z%K
UVn1qMV U pLr"JK
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SEABOARD COASTLINE RR
SITE
I/lCllVITY
DESIGNER'S CERTIFICATION
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE LATEST
WILMINGTON STANDARDS AND SPECIFICATIONS FOR STORMWATER MANAGEMENT AND
CHAPTER 20 OF THE CODE OF ORDINANCES OF THE CITY OF WILMINGTON."
SIGNATURE :
PRINTED NAME AND TITLE
DATE REGISTRATION NUMBER
00
�o
0
%90
U.S. HWY 17
(MARKET STREET)
r
E C E I V E
D
JAN 312000
PROD # SW f^0 b4-�
OWNER'S / DEVELOPER'S CERTIFICATION
-I/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, CONSTRUCTION OR DEVELOPMENT,
OR ALL OF THESE, WILL BE DONE PURSUANT TO THIS PLAN AND THAT THE APPLICABLE
STORMWATER MANAGEMENT CONDITIONS AND REQUIREMENTS OF THE CITY OF WILMINGTON
THE STATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES ARE
HEREBY MADE PART OF THIS PLAN."
SIGNATURE :
PRINTED NAME AND TITLE
DATE APP OVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
oate2at-e B 2000 44a—
Stormwater PO(MR NO. �z�—
&A
RICE &
ASSOCIATES
CIVI L
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice: 919.462.8474
Fax: [phone]
[e-mail]
DEVELOPER:
iss
WILMINGTON,
LLC
104 Brittany Place
Cary, North Carolina 27511
919. 319 .1921
SITE:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
Site
Improvements
JANUARY 27, 2000
DRAWING
cov
S:\AAOWG\Chhahra\Wilmington\cover.dwg Thu Jan 27 07:34:17 2000 Ted @ Rice 6 Associates

\
\ ZONED:
\ NEW HANOb
\ PUMP
\ M.B. 27
\ EX. SSMH
\ RIM: 38.82
\ INV.(W) 24.51
\ INV.(E) 24.92
\ INV.(N) 24.37
\ N
\
SS SS S6 E.I.P.
R"R-nCl-w 1011= PAP %R%I/\ /.\IU SS SS i5w� SS
RB /
ER COUNTY /
NATION
PG. 115
/
/.]4'rnrrt� SS SS SS SS
I I
—rs.23------- ............-- --- ---—-----12E-- 12"PINE----
£ 16 "PINE
I I o N 11 j m 16 PINE 14 "PINE
1 NOTE:
MAXIMUM IMPERVIOUS SURFACE 1n
AREA OF LOT 1= 70% N
n £ A
-3 .
1 11 OUTPARCEL 30"HARDWOOD w� 12"PINE 12 PINE
LOT 1 `"
1 1 1 £ 1 0.94 ACRES 30"PINE
m00
1zx= -
1 N 1 ZONED: R n
w=A
1 1 I N z ,. ; �, 1 VACANT 12 "PINE
m ➢ 12 "PINE
1 \4 14 1�� -_ ,m=11 12 "PINE �
a S.. N S 65'02'25"W
1 b 1 35.92
16 "PINE
1 1 1 1 1 ti� e 36"GUM 14"PINE
1 3`SR S2
12 "PINE
14"PINE
14"PINE
12"P&E W 190.63
\ NCDOT '-. \ \ \ \ 14"HARDWOOD 14"PINE
16 "PINE
11�R\W.;'_. 68°49' ` 12"HARDWOOD 12"PIN
� VI� � `..''. � \ 10 "GUM E
12
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
1 \ \ \ \ \ \ \ 1 5'51'54" 1834.86 187.83 187.75 94.00 S 37'20'41 "E
1 \
\\ �� \\\ NOTE:
``:': \
\ 0 NCDOT ENTRANCE
AND ENCROACHMENT
\\ J • \ ` PERMITS REQUIRED.
\ I2 \ 11 ` , \,'1 `\ FOR DECELERATION LANE
1T 11 ' \ AND DRIVEWAY ENTRANCE
\ —,A \ \ \ \ \
`\ \ Q�\4 \ \s \\
S \
\\ � \ \0,
20 "HARD WOOD
12"PINE
S 65'02'25"W 729.92
ZONED: RB
SUPERIOR MACHINE SHOP
PART OF LOTS 29 & 30
FISHERVILLE
LOT 2
2.21 ACRES
ZONED: RB
S 64'34'41"W 287.72
SS SS SS
36 "PINE
ZONED: RB
VACANT
Ss SS ss Ss SS
EX. SSMH
RIM: 38.54
SS —�/
E.I.P. I7
I< <Il�c
(*
16 "PINE 12 "PINE
12 "PINE
12"PINE
N
N
m
OD
W
to
c.,
I
12 "PINE
EX. SSMH
RIM: 39.07
I7S �
I �
I
I \
I
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
EXISTING CONDITIONS
REVISIONS
CONSTRUCTION REVISIONS
RICE &
ASSOCIATES
CIVIL
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice: 919.462.8474
Fax: [phone]
[e-mail]
C�
r2�1
DEVELOPER:
JSS
WILMINGTON,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
JANUARY27, 2000
DRAWING
C - 0
S:\AADWG\Chhahra\Wilmington\Base.dwg Wed Dec 01 10:00:41 1999 Ted @ Rice & Associates
A

TYPE R1-8 OR RI-8a
SIGN APPROVED FOR
i 0° 0 ° 000
USE UNDER
0
G8. 20-31b
0 "o° °
°°°°°°
° ° .w
° o °
NOTE: FOR THIS APPLICATION,
0 °
I
0
THE SIGN MAYBE MOUNTED
° o°o
0
ON A POST, THE BUILDING
FACE, A COLUMN OR
°o
[ i
• m
ANY OTHER FIXED
HEIGHT TO BOTTOM OF SIGN WHEN
° °° o°
MOUNTING SURFACE.
'I PEDESTRIAN PATH FROM CAR TO
0 0 °
° 00
I 0
WALK DOES NOT PASS BY OR o
00
0
I UNDER THE SIGN, °
12 12 TYPE 1T 12 I USE DI-S OR(3�5R1 8a SIGN APPROVED FOR
12' 1
1
HEIGHT TO BOTTOM OF SIGN WHEN
PEDESTRIAN PATH FROM CAR TO WALK
PASSES BY OR UNDER THE SIGN.
1 ° o 0
1 I 0 m°® ° o
o c 0 00 m
sI
I 1 0° o o •
I X
I
0 0 0 0
I I ! EXISTING 1
I 0 ENTRANCE 1
\ EX.CB I 1 EX. SSMH
I \ I N INV. 30194...f:1 RIM: 38.83 EX. SSMH
INV.(W) 25.79 RIM: 38.39
1 \ 1 1 25.69
INV.(S) 26.26 INV.�E)) 25.64
\ \ 1 INV.(E) 25.84
EX.INLET�_ N 34'01'26"W
- sS SS SS . - 5\� s5 SS SS 55 s5 �- 55
55 S
!-
- EXIS177NG..24" CURB..&.,GU.TT�R,__„__..
..............un vn m, , ,v ... ... lr ..
a }
N
N 34'01'26"W I P\ �� \� -
\ 1-15.23-
1\ 1 1 N f 1 u 1 �; I
o�
a
0�,1
TI
N
Z 3
S 65'02'25"W �
35.92 1
15'R� DOEWALK
\ 1 1 1 ffi PROPOSED 30"
\\ 1 \ \ \ R CURB & GUTTERR50 A,
JO is
R50
\ N C D 0 T 1A
\ R\W MON..'., 5168.49' 0"HC
\\ \ \\ 8 REjGRN
\ \ \ \ \
3A PARKING LOTS
HEGHT OF TYPE RI-8 OR Rl-ea RESERVED
PARKING SIGNS AS PRESCRIBED BY N.C.
DEPARTMENT OR TRANSPORTATION MANUAL ON
UNIFORM TRAFFIC CONTROL DEvICES,
SECTION 2A-23, PART II.
ZONED: IRS
DEVELOPED AS
HOME STAY INN
MAXIMUM
PENALTY
$1 00
'2n_z7 r,
R 7-8D
SIGN APPROVED FOR USE
UNDER GENRAL STATUTE 20-37.6
LEGEND AND BORDER - GREEN BOTTOM OF
BACKGROUND - WHITE R1-8 OR R
RI -BD PENALTY SIGNS ARE
REQUIRED TO ACCOMPANY ALL
RI-8 OR Rl-ea PAFTKNG SKeNS
ERECTED AFTER DECEMBER 31, ISW
3A PARKING LOTS
r 40' EKUTILITY EASEMENT
25'
- "s5 Ss Ss Ss
ss 'Ss
-X- -X -X- -X O -X -A- -A-
EXIST.FENCE
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
1 5'51'54" 1834.86 187.83 187.75 94.00 S 37'20'41"E
\ NOTE:
NCDOT ENTRANCE
\\\ 0, \ \ \ \ \ a,? \\ oo AND ENCROACHMENT
\ PERMITS REQUIRED.
\\ �\ ` - \ ATlti 1� FOR DECELERATION LANE
\ 1T \ AND DRIVEWAY ENTRANCE
AT \ \
A,\ \ v CONCRETE
\ ? 1N \ T WHEEL STOP
\ \ COMPACTED
\\ O\�\`` \ \\ SUBGRADE
(n =`.nD
77
2 #5 BARS 30'
LONG DRIVEN FLUSH
\ -y7 WITH TOP OF WHEEL STOP
�G x s \ WHEEL STOP DETAIL
\ c b \ --A\ 0 7
VITA
Pao \ 13
\ \
s
S:\AAOWG\Chhabra\Wilmington\Base.dwg Thu Jan 27 09:33:30 2000 Ted @ Rice 6 Associates
POWER COMPANY TO
RELOCATE POWER POLE.
- SS sc --
5*14
RI-8
Rl-ea
51GN
RI-8D
2INISHED
3iRADE
3.4 PARKING LOTS
TYPE R1-8a PARKING SIGN APPROVED FOR
USE UNDER GENERAL STATUTE 20-31.6
NOTE: BEGNNNG JANUARY I, MISS ALL ACCESSIBLE
PARKING SPACES (INCLUDING THOSE SPACES
EXISTNG PRIOR TO JULY I, IS19) SHALL BE
REQUIRED BY GENERAL STATUTE TO BE
IDENTIFIED BY AN RI-8 OR RI-8A SIGN
RESERVE[
PARKING
R 7-8a
SIGN APPROVED FOR USE
UNDER GENRAL STATUTE 20-37.6
COLORS
LEGEND AND BORDER - GREEN
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE
\ ZONED: RB /
\ NEW HANOVER COUNTY /
\ PUMP STATION
\ M.B. 27 PG. 115
\
\
\ EX. SSMH
\ RIM: 38.82
\ INV.(W) 24.51
\ INV.(E) 24.92
\ INV.(N) 24.37
\
\
ZONED: RB
SUPERIOR MACHINE SHOP
PART OF LOTS 29 & 30
FISHERVILLE
24" CURB & GUTTER
(3000 PSI CONCRETE)
2" 1-2 (PARKING)
3" 1-2 (DRIVES)
COMPACTED SUBGRADE -� �- 6" ABC (PARKING)
8" ABC (DRIVES)
ON-SITF PAVFMFNT gFrTinm
30" CURB & GUTTER
(3000 PSI CONCRETE)
3" 1-2
/_2" He
COMPACTED
OFF SUBGRADE
PAVEMENT SECTION
(NCDOT R/W)
ri
GENERAL NOTES
1. CONTRACTOR SHALL INSTALL HANDICAP SIGNS IN ACCORANCE WITH THE NORTH
CAROLINA STATE BUILDING CODE.
2. ALL DIMENSIONS ARE TO BACK OF CURBS, FACE OF BUILDINGS, OR THE EDGE OF
SIDEWALKS UNLESS OTHERWISE NOTED.
3. THERE SHALL BE NO DECORATIVE SPRAY FOUNTAIN USED IN THIS POND.
4. THERE ARE NO WETLANDS ON THIS SITE.
5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WILMINGTON
STANDARDS AND SPECIFICATIONS.
6. CONTRACTOR SHALL FOLLOW GEOTECHNICAL ENGINEER SOILS REPORT AND
RECOMMENDATIONS ON SITE GRADING AND FINAL PAVEMENT DESIGNS.
7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING UTIIITY ANn7nR
Wt VIL:tJ rUK JIKtt IJ ANU HIGHWAYS AS PUBLISHED BY THE U.S. DEPARTMENT
TRANSPORTATION, FHA, AND AS SUPPLEMENTED BY THE SUPPLEMENT PROVIDED
BY NCDOT.
8. EMERGENCY PUMP TO BE STORED ON SITE TO EMPTY BASIN FOR MAINTENANCE
9. CONTRACTOR TO REMOVE EXISTING FENCE LOCATED ON PROPERTY.
10. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY ABOUT
RELOCATION OF ONSITE LINES.
11. FOR ADDITIONAL INFORMATION ABOUT SMITH CREEK ROAD WIDENING REFER TO
N.C.D.O.T.'CONSTRUCTION PLANS DATED MARCH 3, 1994 (PROJECT # 8.2250105 U-0092D)
12. DEVELOPER SHALL OBTAIN THE FOLLOWING APPROVALS PRIOR TO CONSTRUCTION:
APPROVED NCDOT DRIVEWAY PERMIT
APPROVED NCDOT ENCROACHMENT AGREEMENT
SIGNED WATER AND SEWER EXTENSION AGREEMENT
APPROVED NCDENR WATER PERMIT
NCDENR STORMWATER APPROVAL
CITY OF WILMINGTON STORMWATER APPROVAL
RAMP MUST COMPLY W/ NC
BUILDING CODE - VOL 1-C
LATEST EDITION
2" PER 12" MAX SIDE SLOPE
RAMP TO PAINTED WHITE
WITH ANONN -SKID SURFACE
\ 1" PER 12" MAX LONGITUDINAL SLOPE
HANDICAP ACCESS DETAIL
- PARKING AREA ONLY -
ZONED: RB
VACANT
40' EX.UTILITY EASEMENT
EX. SSMH
RIM: 38.54
1
b
EX. SSMH
RIM: 39.07
PROJECT SITE DATA
TOTAL NUMBER OF LOTS = 1 REQUIRED NO. OF PARKING SPACES = 120
ADDRESS: 255 EASTWOOD ROAD
WILMINGTON, NC TOTAL NO. OF SPACES PROVIDED = 108
(103 STANDARD, 5 HANDICAP)
EXISTING ZONING: RB (REGIONAL BUSINESS) NOTE: ADDITIONAL PARKING PROVIDED
PIN NO. 5009-005-040-000 VIA RECIPROCAL ACCESS AGREEMENT
SIZE OF LOT: 2.21 ACRES WITH LOT 1.
NO EXISTING STRUCTURES - UNDEVELOPED
INSIDE CITY LIMITS = YES
PROPOSED NO. OF BUILDINGS = ONE (1)
GROSS FLOOR AREA = 49,008 SF PROPOSED LAND USE = COMMERCIAL
IMPERVIOUS AREA = 69.7%
PERVIOUS AREA = 30.3% AOIZ.
GRAPHIC SCALE
30 60
( IN FEET )
I inch = 30 It,
SITE L
UT
REVISIONS
Planning Comments 11/10/99
NCDENR Comments 11/19/99
CONSTRUCTION REVISIONS
ASSOCIATES
CIVI L
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice:919.462.8474
Fax:[phone]
[e-mail]
I
DEVELOPER:
JSS
WILMINGTON,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
JANUARY 27, 2000
DRAWING
C - 1 1

I �
'' 2
I 10
1 I 0"
I
I I I i 4' X X
I I I
X X X
l NOTE:
3.8 Staples/YD-2 (4.5 Staples/m^2)
using 6 in (15.2 cm), 11 ga. wire "U"
li I I staples. 8" (20.3 cm) staples and
12, 1P Iq 12' 1 longer may be used for loose soils. �( �(
12- I 9 ga. staples or heavier may be
1 necessary in hard or rocky soils.
I I I I
I'i
IQ
►'1
I
I I 6.5'
STAPLE PATTERN "Ell
REVISIONS
REVIEW REVISIONS
21 ' City of Wilimngon 9/30/9
Erosion C. Comments 10/11/9S
2 19' 2 Planning Comments 11/10/99
NCDENR Comments 11/19/99
City Storm Comments 11/23/99
2'
1 5' CONSTRUCTION REVISIONS
2' THICK GABIONSZ/1" DEPTH3OFCFS FLOW: 1.9' 2' THICK GABIONS SEDIMENT BASIN INFORMATION
SLOPE: 0.22%
VELOCITY: 4.7 FPS DRAINAGE DISTURBED STORAGE STORAGE
AREA, Ac AREA, Ac REQUIRED, CF PROVIDED, CF WEIR
CHANNEL SECTION N.T.S 2.4 2.4 4320 23,000 10'
\ ZONED: RB /
\ NEW HANOVER COUNTY /
\ PUMP STATION
\\ M.B. 27 PG. 115 /
\\ EX. SSMH
RIM:.38.82
\ INV.(W) 24.51 /
\ INV.(E) 24.92
\ INV.(N) 24.37 /
\ / z-
-
N /
...I ............................ .....,...... ....................................
.
\`,'; CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
Is
3�.63 f \\ x 3�- 7.63 1 5'51'54" 1834.86 187.83 187.75 94.00 S 37'20'41"E
NOTE:
N T \ 0 \ \ \ �, : N CDO ENTRANCE
\ AND ENCROACHMENT
PERMITS REQUIRED.
\ q \ FOR DECELERATION LANE
IT \ 11 \6;.,Y \\ AND DRIVEWAY ENTRANCE STORM DRAINAGE SYSTEM TABULATION
\ l� STRUCTURE ELEVATIONS
AREA, Q-10, CUMUL. PIPE PIPE PIPE
\ y 1 \ STRUCT. ACRES CFS CFS DIA. LENGTH SLOPE TOC/TOP INV. IN INV. OUT
\ _
STUB #1 0.5 3.1 - - 34.66
3.1 15" 52.2' 0.50%
$ DI#2 0.3 1.8
37.70 34.40 34.40
`: \ \ 4.9 18" 155.0' 0.50%
\ Z \ DI#3 0.3 1.8 - - 37.95 33.62 33.42
6.7 18" 114 8' 0.50%
DI#4 0.2 1.2 - - - - 38.10 32.85 32.65
6 \ 7.9 18" 99.5' 0.50%_ DI#5 0.1 0.6 37.90 32.15 31.95
\
\ -
\ � STUB #6 0.5 3.1 �\" ss \ 3.1 - 75" 17 5' 0.50% 34.49
DI#7 0.1 0.6 _._. ____. 37.85 34.40 34.40
\ \ A \ 3.7 18" 158.4' 0.50%
DI#8 0.3 1.8 - - - 37.67 33.61 33.41
5.5 18" 155.0 0.50% 37.90 32.63 32.43
6.6 181, 155.0' 0.50%
a
DI#5 0.1 0.6 _....... _._._ __............. 31.65 30.27
15.1_......_ 24" _._.54.0' 0.50%37.90
.. \ \ FES#10 - - - - 30.00
NOTE CFS BASED ON 7.2 IN/HOUR AND 0.85 'C' VALUE.
S:\AADWG\Chhabra\Wilmington\Base.dwg Thu Jan 27 09:32:12 2000 Ted @ Rice & Associates
ZONED: RB
SUPERIOR MACHINE SHOP
PART OF LOTS 29 & 30
FISHERVILLE
STORM DRAINAGF NOTFS
1. CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES TO VERIFY
LOCATIONS, DEPTHS, AND ELEVATIONS PRIOR TO STARTING ANY
CONSTRUCTION ACTIVITIES. ANY DIFFERENCES SHALL BE REPORTED
TO THE OWNER, ENGINEER, AND ARCHITECT.
2. PROPOSED SITE CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE
WITH CITY OF WILMINGTON STANDARDS, SPECIFICATIONS, AND DETAILS
3, PROPOSED ROADWAY CATCH BASINS TO BE CONSTRUCTED IN
ACCORDANCE WITH NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
4. SITE GRADING, INCLUDING CLEARING & GRUBBING AND CUTS & FILLS
TO BE IN ACCORDANCE WITH DEVELOPER'S GEOTECHNICAL ENGINEER
INVESTIGATION, RECOMMENDATIONS, AND CONSTRUCTION GUIDELINES.
5. EACH STORM DRAINAGE STRUCTURE SHALL BE PROVIDED WITH INDIVIDUAL
EROSION CONTROL MEASURE IN ACCORDANCE WITH CITY OF WILMINGTON
REQUIREMENTS OR AS DIRECTED BY THE CITY EROSION CONTROL ENGINEER.
6. PROPOSED DITCH TO BE LINED WITH NORTH AMERICAN GREEN C350
OR APPROVED EQUAL.
7. TEMPORARY CHECK DAM TO BE BUILT IN RELOCATED DITCH DURING
CONSTRUCTION AS SHOWN ON DETAIL SHEET.
ZONED: RB
VACANT
TEMPORARY STONE WEIR
FOR GRADING PHASE OF
SITE. (SEE DETAIL SHEET)
C0nC1nAI nf%K1-M %1 AI^-rr e%
1. STORM WATER DETENTION POND TO BE USED AS TEMPORARY
SEDIMENT BASIN DURING CONSTRUCTION.
2. BASIN IS TO BE CLEANED OF SEDIMENT TO PROPOSED
FINISHED GRADE WHEN 1' OF SILT ACCUMULATES AND AT
END OF CONSTRUCTION PHASE.
3. SILT FENCE IS TO BE CLEANED WHEN HALF FULL OF SILT.
4. INLET CONTROL MEASURES ARE TO BE CHECKED AFTER
EVERY RAINFALL EVENT AND CLEANED IF MORE THAN
HALF FULL.
5. SEE EROSION CONTROL DETAILS ON D-3 FOR CONSTRUCTION
SEQUENCE AND SEEDING SCHEDULE.
GRADING, DRAIP
EROSION CONTR
DITCH TO BE WALLED
WITH GABIONS.
E:<. S AH
RM: 3.54
SS
E.I.P.
ASSOCIATES
CIVIL
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice: 919.462.8474
Fax: [phone]
FENCE DEVELOPER:
b � JSS
EX. SSMH
RIM: 39.07
n1CTI IRRPr) APr A
L.L Acres
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
kGE,r
>L PL
WILMINGTON,
LLC
104 Brittany Place
Cary, N( 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
JANUARY 27, 2000
DRAWING
Cm2__

I
I
I
I
l l
I I I 1= I
I I
I
12' IT 12' ITI
12' I
=_` a l a �a 4 14 _ ►I
I
I W I
I \ I EXISTING I
I \ I n� ENTRANCE I
1
I \ I EX.CB \ I 1 EX. SSMH
INV. 30.94..x:•1 RIM: 38.83 I 1 INV.(W) 25.79
I NV.(S) 26.26
I INV.(E) 25.84
EX.INLET \ - — N 34'01'26"W
f 1
yIX� 24.88
_ 5' Ss ssl� ss s\—�— ss ss ..........................ISIT.......55.4"
I
' EXIS124" CUI
N
I N 34'Ot'26"W pip
`—I-5.23— —
I 11
1 \ 1 1 Ifl
1 111zx: 1Cc
1 s 65•02'25"w
35.92
- \ 1
\ PROPOSED 8"
\ NCDOT \ \ \ TAPPING SLEEVE
AND VALVE
y R\W MOH.`, 68°49' 0" PROPOSED 8" W
CSC
EX. SSMH
RIM: 38.39
INV.(W) 25.69
INV. E 25.64
ZONED: RB
DEVELOPED AS
HOME STAY INN
CURVE DELTA RADIUS
1 5'51'54" 1834.86
\ \ \ \ NOTE:
NCDOT ENTRANCE
AND ENCROACHMENT
n \ PERMITS REQUIRED.
AT \ '~. \ \\ FOR DECELERATION LANE 17
\ \ IT \ 6:.'e. N \ AND DRIVEWAY ENTRANCE
\ o
`\ A rn
\\ 0
\
\
\ ^ 0.00
CHORD TANGENT CHORD BRG
187.75 94.00 S 37'20'41"E
\ ZONED: RB /
\ NEW HANOVER COUNTY /
\ PUMP STATION
\\ M.B. 27 PG. 115 /
\\ EX. SSMH
RIM: 38.82
\ INV.(W) 24.51 /
\ INV.(E) 24.92
\ INV.(N) 24.37 /
\ PROP. INV. (S) 26.00
\ /
CORE DRILL k CONNECT TO \ "
EXISTING MH NTH FLEXIBLE
RUBBER BOOT.
ZONED: RB
SUPERIOR MACHINE SHOP
PART OF LOTS 29 & 30
FISHERVILLE
ZONED: RB
VACANT
S 64'34'41"W 287.72
ss ss ss
UTILITY NOTES
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
CURRENT CITY OF WILMINGTON STANDARD SPECIFICATIONS
AND CONSTRUCTION DETAILS.
2. ALL 6" SANITARY SEWER LATERALS SHALL BE
INSTALLED AT A MINIMUM SLOPE OF 1.0%
3. CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS,
AND SIZES OF EXISTING PUBLIC UTILITIES PRIOR TO
ANY EXCAVATIONS, GRADING, OR INSTALLATION OF
UNDERGROUND UTILITIES ON OR ADJACENT TO THE SITE.
4. ALL CLEANOUTS SHALL BE TRAFFIC BEARING CAPACTIY
5. DESIGN AND INSTALLATION OF TELEPHONE, ELECTRICAL
POWER, NATURAL GAS, AND CABLE TELEVISION SERVICES
TO BE BY THE RESPECTIVE PUBLIC UTILITIES WITH
COORDINATION BY THE OWNER AND ARCHITECT.
6. BACK FLOW DEVICES MUST BE INSPECTED BY THE CITY'S
CROSS CONNECTION CONTROL OFFICE. [phone]
GRAPHIC SCALE
( IN FEET )
I inch = 30 ft.
UTILIT
REVISIONS
NCDENR Comments 11/19/99
CONSTRUCTION REVISIONS
RICE&
SSMH RIM: 38.54 ASSOCIATES
120
CIVIL
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice: 919.462.8474
Fax: [phone]
ri([e-mail]
DEVELOPER:
JSS
WILMINGTON,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
1ANUARY 27, 2000
DRAWING
C-3
S:\AADWG\Chhahra\Wilmington\Base.dwg Thu Jan 27 09:05:26 2000 Ted @ Rice & Associates

REVISIONS
i I I PLANT LIST - COUNTR�I INN SUITES i=L)4NTINC NOTES
KEY BOTANICAL NAME COMMON NAME SIZE SPACE ROOT QUANTITY
I I 1. ALL PLANT MATERIALS SHALL MEET AAN
AG ABELIA GRANDIFLORIA GLOSSY ABELIA 3 GAL 5' CONT. 11 STANDARDS.
i I I AP ACER PALMATUM JAPANESE MAPLE 8' HT. - B-B 3 2. CONTRACTOR SHALL VERIFY THE LOCATIONS
AND DEPTHS OF ALL UTILITIES PRIOR TO
AR AGER RUBRUM RED MAPLE 2" CAL B-B 9 INSTALLING PLANT MATERIALS.
tI I I BIN BETULA NIGRA RIVER BIRCH 12' MULT16TEM B-B 3. CONTRACTOR SHALL PROVIDE 3" OF PINE
I I I I I i EJ EUONYMUS JAPONICA EVERGREEN EUONYMUS 3 GAL 5' CONT 8 MULCH FOR ALL BEDS AND INDIVIDUAL PLANTS.
I PINE NEEDLES SHALL BE CLEAN AND FREE
GJ GARDENIA JASMINOIDES 'RADICANS' TRAILING DWARF GARDENIA 3 GAL 36" CONT 10 OF PINE CONES, STICKS, AND PERNICIOUS
WEEDS.
IA ILEX x ATTENULATA 'FOSTER'S 02' FOSTERS HOLLY 8' HT. 20' g_g
4. CONTRACTOR SHALL COORDINATE HIS WORK
I I = I JC JUNIPERU5 CONFERTA SHORE JUNIPER I I GAL 36GONT, 63 WITH THE WORK OF OTHER CONTRACTORS.
12' 12' 12' 12' 12'
MC MYRICA CERFIGA WAX MRYTLE 5 GAL 48" CONT. g 5. CONTRACTOR SHALL GRASS AND MULCH ALL
I DISTURBED AREAS ON AND ADJACENT TO
NO NERIUM OLEANDER OLEANDER 3 GAL 5' CONT. Il THE PROJECT AREA.
I Q:>� SHELF ABOVE POOL TO BE PLANTED WITH
PS PRUNUS 5ERRULATA 'KWANZAN' JAPANESE FLOWERING CHERRY 8' HT 20' B-B 3 NATIVE VEGETATION.
I1. VEGETATION FOR STABILIZATION OF SIDE SLOPES I I PNT PINUS TAEDA LOBLOLLY PINE 6' HT. 20' CONT. 5 SHALL BE A HEARTY GROUND COVER SUCH AS
TALL FESCUE, BERMUDA GRASS, PENSACOLA
I I PT PITTOSPORUM TOBIRA PITTOSOPORUM 5 GAL 6' CONT. 23
BAHIAGRASS, OR REED CANARY GR.A55.
I Qv QUERCU5 vIRGINIANA LIVE OAK 2" CAL. 100,
I I I \ ZONED: RB /
RI RHAPHIOLEPI5 INDICA INDIAN HAWTHORNE 3 GAL 36" CONT. 26
\\ NEW HANOVER COUNTY
PUMP STATION
II \\ M.B. 27 PG. 115 /
I
I /
�_ I \ RIM: 538.82
I 1 ZONED: RB \ INV.(W) 24.51 /
\ o EXISTING I DEVELOPED AS \ INV.(E) 24.92
ENTRANCE I \ INV.(N) 24.37 /
I \ 1 o I HOME STAY INN \
\ EX.CB I I EX. SSMH \ /
I \ 1 o RIM: 38.83 EX. SSMH -
" INV. 30.94....£::I RIM: 38.39-
INV.(W) 25.79 INV. W 25.69 /
1 \ 1 I INV.(S) 26.26 INV.�E)) 25.64 \ /
1 INV.(E) 25.84 \ /
EX.INLET N 34'01'26"W
24.88
_ ss _ ss ss s ss --=� ss ss 0 SS 55
ss � 55 ss -
- s ss ssl+ .. -�- EX/SITING 24" CURB & GUTT R,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, �= ss ss ss E.I.P. /
-'
ss
ss
ss
`ss
ssas.. _.::..................................._ ... _...........E.. ._.....:..-.......................................................................... SS-Ssss ss
\ I ........................... - - - - - - - - - S 65'15'06"W 181.36 P\F G W
Ss ss --�-� ss
1
= I 1 1 ------ P\P G\W
N 34-01'26"W
\ f 1 23-
NO (6) Qv(D JC (6)
" m AP (1) GJ llOJ AP
f � o a `� t
1 >
NOTE: PT (6)
1 r j MAXIMUM IMPERVIOUS ERVIOUS SURFACE 1n
1 1
X
1W I X f 11 AREA OF LOT 1= 707 �U1 o BN (I)
79
" N uU1 o
OUTPARCEL J o EJ (4)
LOT 1 m Jc !2) 1A l2,
1 I 1 1 Z X \£ 1 0.94 ACRES o MOTEL BUILDING 2.2
I \ �C' 1 BN (2) ZONED: RB 96 ROOMS Z'
\ \ I VACANT 75' HEIGHTt
RI (1) NO (l) 6 STORIES
D AG (4)
1 al 1 Jr,
N S 6 '25"W
IAA
(2) 13
1 1 ICJ 1 1 + 35. 2 QV(I)
1 1 EJ (4) vlj
1 I o
1 \ I
>�6� PT (6) o SPA ..
+ NO (4) POOL
1\ \ \ \ 1 + i '�� Qv(I) QV(D e 3
1
\ � S 65'02'25"W 190.63 N !IJ
\ \
1 NCDOT
QV(2) AR (U QV(2)
1 R\W MON. 68°49' „
1 8.1 \ f
AR (2) CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG AR C.
\\ \ \ \ \ \ \ \\ 1 5'51'54" 1834.86 187.83 187.75 94.00 S 37'20'41"E
\ NOTE:
\ v NCDOT ENTRANCE
\ �r �'`' `\ AND ENCROACHMENT
PERMITS REQUIRED. RUBBER HOSE SECURED WITH /12 GAUGE
1)T \ RUBBER HOSE SECURED WITH y/12 PLIABLE GALVANIZED WIRE
\ \ 1T \ FOR DECELERATION LAN CADGE PLIABLE GALVANIZED WIRE
AT
" AAPPROVED TREEWRAP
\ ,T \ \�. "
�T \ AND DRIVEWAY ENTRN APPROVED TREE WRAP
\ \ \ YX4'X10' BOARD FLAG PAINTED WHITE PULL BACK BURLAP ON UPPER
1/3 OF ROOTBALL
12' GALVANIZED TURNBUCKLE BOARD FLAG 1"X4'X70"
PULL BACK BURLAP ON UPPER 1/3 OF ROOTBALL PAINTED WHITE
EARTH SAUCER MULTCH 12" GALVANIZED TURNBUCKLE
(AS SPECIFIED) EARTH SAUCER
2'X2'X30' NOTCHED STAKE
=: \ Fib- \ 3 STAKES PER TREE TOPSOIL MIX (AS SPECIFIED)
Vn
'{ \ �00 -A_ ::. \ � \ TOPSOIL MIX (AS SPECIFIED) MULCH (AS SPECIFIED)
\ 2 FINISH GRADE (BERM)
STAKE NOTCHED
3STAKES
\ W 3 STAKESS PER TREE
\ O'".`+ \ \ \ PREVIOUS GRADE -i
U \ x \ \\ s DEPOTS TOPSOIL MIX 50X NATIVE AND
\ o \ FINISH GRADE -
\\ SUBGRADE
LARGE TREE PLANTINGS ON BERMS TO6!DEPTHVESOIL
S:\AADWG\Chhahra\Wilmington\Base.dwg Thu Jan 27 09:04:19 2000 Ted @ Rice & Associates
`r S 65'02' W 729.
90 ZONED: RB
SUPERIOR MACHINE SHOP
PART OF LOTS 29 & 30
FISHERVILLE
LARGE TREE
AG (4)
Qv (U
ss
LANDSCAPE CALCULATIONS
STREETYARD - SMITH CREEK PKUJ1'
LENGTH OF ROW = 11
WIDTH OF STREET YARD = 10'
TREE REQUIREMENTS
(1) TREE PER 50 LF. = 2 TREES
SHRUB REQUIREMENTS
(6) SHRUBS PER 50 LF. = 10 SHRUBS
PARKING AREA
GROSS PAVED AREA = 51510 5F
6% OF 51610 = 4150 5F
INTERIOR LANDSCAPE AREAS PROVIDED 4280 5F
THEREFORE, 59 REQUIREMENT 15 MET
TREE REQUIREMENTS
(1) TREE PER 15 SPACES
III SPACES / 15 SPACES PER TREE = 8 TREES
SHRUB REQUIREMENTS
(6) SHRUBS PER 15 SPACES
III SPACES / 15 SPACES PER (6) SHRUBS = 45 SHRUBS
ZONED: RB
VACANT
S 64' 287.72
ss ss ss ss ss
Qv (2)
AR fU
AR (2)
PULL BACK BURLAP ON UPPER
1/3 OF ROOT BALL
EARTH SAUCER
MULTCH
(AS SPECIFIED)
TOPSOIL MIX (AS SPECIFIED)
50S NATIVE SOIL AND
12•
50X TOPSOIL MIX
6" DEPTH
FINISH GRADE
'
SUBGRADE
I I
SCARIFY NATIVE 501E SHRUB
TO RI DEPTH
MULCH AS SPECIFIED
TOP SOIL MIX AS SPECIFIED
4" TRENCH
FINISH GRADE
SUBGRADE
SCARIFY NATIVE SOIL TO 6' DEPTH
SHRUB BED
2/3
113
Qv (1)
30
ss ss 50
Qv (1)
�(' w
a
0
ml a
M
m
N
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Q
PT (3)
> Q
w
lei
10' ACCESS SHOULDER
fl) Qv (1)l
s
Z
GRAPHIC SCALE
0 15 30 60
( IN FEET )
1 inch = 30 ft.
E %. c MH
F'IM: 8.54
P.
1
EX. SSMH
RIM: 39.07
PLANTING PLAN
10
CONSTRUGION REVISIONS
ASSOCIATES
CIVI L
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice:919.462.8474
Fax: [phone]
DEVELOPER:
JSS
WILMINGTON,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
JANUARY 27, 2000
DRAWING
Cm4

REVISIONS
I1z/1///Y /Y1AITnilo
I I I HORIZONTAL FOOT CANDLES
O�
1 EXISTING " 1 ZONED: RB
I \ I 1 DEVELOPED AS
I \ I n ENTRANCE
v\ 1 HOME STAY INN
I\ I EX.CB I EX. SSMH EX. SSMH
\
INV. 30.94, ..... RIM: 38.83 RIM: 38.39 I INV.(W) 25.79
1 INV. W 25.69
I INV.(S) 26.26 INV.(E) 25.64
1 INV.(E) 25.84
EX,INLEsT N 3401'26"W
24.88
ss
ss ss
S 55 55 - �� 55 55
- 55 5 55 55 sS SS �- 0 5$ 55 S5 SS 55 -
I EX/SIT/NG.24" CURB ....................................................i -.
os; . ..........._.............................................................................................. SS...............; - ss
I - - .:::.:::::::..:::.::: .
Y N
N 34-01-26"W (; W
x
0
\ fl
r t NOTE:
MAXIMUM IMPERVIOUS SURFACE 1n X UM MP
' I _;G AREA OF LOT 1= 709 ro,
n
-0
1 1 1 Z 1 OUTPARCEL
=
c\ 1 LOT 1 m
1 \ 1 s 0.94 ACRES
m 00 1
1 zx.:
\ 1 < N \ 1 ZONED: RB
� N
3 I VACANT
1 a1 4 14 1 8 a N� 1 S 65'02'25"W
1 \ \0- \ \ 35.92
1
1 \ \ 1 ti> ea
1 ` N
1 1 ` 1 1 8:_ � t S 65'02'25"W 190.63
\I NCDOT \ \ \ \ r
\ R\W MON. ` ,. 68°4 "
•S
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
1 5'51'54" 1834.86 187.83 187.75 94.00 S 37'20'41 "E
� \ f
\\ \ \ \ \ \\ NOTE:
NCDOT ENTRANCE
AND ENCROACHMENT
, \ \ PERMITS REQUIRED.
` IT \\ �,\ \ +� \ \ FOR DECELERATION LANE
AT
IT \�':s \ AND DRIVEWAY ENTRANCE
IT
\\\ O
\ b a\ \ f N \
S:\AADWG\Chhabra\Wilmington\Base.dwg Thu Jan 27 09:03:20 2000 Ted @ Rice & Associates
5S
0
SS
L
.4
SS
SS
\ ZONED: RB It/
\ NEW HANOVER COUNTY /
\ PUMP STATION
\\ M.B. 27 PG. 115 /
/
/
\\ EX. SSMH
RIM: 38.82
\ INV.(W) 24.51 /
\ INV.(E) 24.92
\ INV.(N) 24.37 /
\ It/ L - - - -
-- SS E.I.P. / 55 SS 55
55 Ss
M.
1.4
DG6 oV1L
96 ROOMS
75' HEIGHT}
6 STORIES
Cam" Q'��
S 65'02'25"W 729.92
ZONED: RB
SUPERIOR MACHINE SHOP
PART OF LOTS 29 & 30 -
FISHERVILLE
M.,
2.21
V
LIGHTING DATA
(4) 3/4" X 41" ANCHOR BOLTS
W/ 3" HH. FURNISHED BY LTG.
SUPPLIER, INSTALLED BY G.C.
z
N
3/4" CONDUIT >
01 a
o
I
N
e. z D r
W J 4
� W
O
O r o
N � U
• . I g a ¢
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U
CONSTRUCTION REVISIONS
BOLT PATTERN BY o '
LOT LIGHTING SUPPLIER 'r I
O N
LIGHT POLE BASE DETAIL
ZONED: RB ,
VACANTRICE &
EX. SSMH
RIM: 38.54
S 6434'41"W 287.72 ss ss 55 ss ss -Q
ss ss ss ss
E.I.P.
. N
• AREA LIGHTING FIXTURES SHALL BE LIGHTING SYSTEMS,
(LSI) FORWARD THROW GREENBRIAR SERIES WITH A
BRONZE POLYESTER POWDER FINISH
• BOTH FIXTURE & POLE SHALL BE SQUARE
• LUMINAIRES SHALL BE HP SODIUM 400 WATT LAMPS
• NUMBER OF FIXTURES: EIGHT (8)
MODEL : GBM-FP-400-HPS-CT-120-BRZ-PCR-126K
• LUMINAIRE: 400 WATT HIGH PRESSURE SODIUM,
26-FOOT MOUNTING HEIGHT
• POLE: 4SQN-SO7G-22-S-BRZ-4BC-GA-ER2
• MOUNTING: 24.-FOOT POLE ON CONCRETE BASE,
2-FEET ABOVEGROUND
• FIXTURES TO BE SHOE -BOX TYPE WITH FLAT LENS
TO REDUCE OFF -SITE GLARE.
\
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w
w-
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(A
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69 7 \ \
I
I
i
I
- - - - - /
\ 10' ACCESS SHOULDER
NOTES:
I. PERIMETER LIGHT FIXTURES SHALL BE INSTALLED WITH
LIGHT SHIELDS SO AS TO MINIMIZE OFFSITE ILLUMINATION
2. ELECTRICAL WIRING DESIGN AND INSTALLATION SHALL BE
BY THE RESPECTIVE BUILDING ARCHITECT OR ELECTRICAL
ENGINEER.
3. ALL EXTERIOR LIGHTING WILL BE DESIGNED TO PREVENT
OFF -SITE GLARE. LIGHT SHIELDS WILL BE UTILIZED
AS NECESSARY TO MINIMIZE OVERFLOW.
Q
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
I inch = 30 ft.
LIGHTING PLAN
b
EX. SSMH
RIM: 39.07
1
ASSOCIATES
CIVIL
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice:919.462.8474
Fax: [phone]
[e-mail]
DEVELOPER:
JSS
WILMINGTON,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, N(
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
1ANUARY 27, 2000
DRAWING
C=5�

REVISIONS
STRAIGHT ARROW
20"
0
14" 14" <o
e
12"
RIGHT ARROW T TURN
GENERAL NOTES
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR-
-PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS, UNLESS APPROVED BY THE ENGINEER.
-ALL SYMBOLS SHALL CONFORM TO THE FIIWA "STANOARD ALPHABETS
FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS", (REFER TO SHEETS 4
TTHRU HEREFORE SLIGHTLVARIANCESOUMEAACCETAB Ei HOWEVER. ALL
SYMBOLS ARE REQUIRED TO BE APPROVED BY IN DEPARTMENT.
GE
DOLINE
,,,,,YELL
OR WHITE
T
CROSSWALK
/////////////////////rY/////////////////////////
WHITE I
SKIP LINES
10' SKIP LINES
YELLOW OR WHITE
® T 4,y B„ .
BLACK — WHITE COMBINATION
10' SKIP LINES
FOR USE ON CONCRETE PAVEMENTS TO PROVIDE
CONTRAST FOR THE WHITE LANE LINE, ALONG
THOU LANES AND RAMP LANES. ++
40' 7
E4/3„ 4
10, 20'10 1„ 10_,,,I
WHITE BLACK WHITE BLACK
SKIP SKIP SKIP SKIP
150'
u
32'-6" (1/2 OF 65' B-B) 32'-6" (1/2 OF 65' B-B) 42'-6"
GJ1 u 1 g , S 65-02-25"W
35.92 EXISTING PAVEMENT 60' EP-EP PROPOSED
aa
WDENING
0
\ \ \ eQf
42'-6' 30" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0' 12'-0" 30"
\ 1 \ 1 \ _ 3iSA SOUTH BOUND LANE SOUTH BOUND LANE DOUBLE LANE
T TURN NORTH BOUND LANE NORTH BOUND LANE 0
is
YY W H
Y
W Q 0
\ NCDOT \ \ \ £ €a o
3
I w
\ �R\W.+=_.:
O
' 49
° 68
S,
£ J d• N
52 30' CONC. C&G
2" 2 3" HB — W 1 ",
\ \ COMPACTED %10" ABC
\ \ \ ` \ RDEL— SUBGRADE /
�1 \ \ CURVE 5.51' TYPICAL SECTION
\ \ \ \ \\
\ NOTE: NCDOT ENTRANCE SMITH CREEK PARKWAY
Z ANCE RIGHT TURN DECELERATION LAN \ 0 \ \ \ \ \ 6': a \ o E
o. AND ENCROACHMENT
\ J \ \ AT \ PERMITS REQUIRED. NOT TO SCALE - LOOKING NORTH
\ 1T \ \ o� FOR DECELERATION LANE
17 J� \T AND DRIVEWAY ENTRANCE CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS &SPECIFICATIONS
\\ Al \ \ \ \\ A
\ --A
30" CURB & GUTTER
\\ O\\\ (3000 PSI CONCRETE)
2" HB
7 -III=III .
\ / n - \: ss
G C�
4 �
\ 03
COMPACTED SUBGRADE 10" ABC
\ IN :�, \ ��°:`' \� \ OFF —SITE PAVEMENT SECTION
\ : \
\\ (NCDOT R/W)
\\ \ \ \ o \\ GENERAL NOTES, UTILITY NOTES
\ \ \ a \ AND CONSTRUCTION NOTES
1. TOPOGRAPHIC INFORMATION SHOWN ON THIS DRAWING WAS
OBTAINED FROM TOPOGRAHIC SURVEY PREPARED BY NEW
\ HANOVER DESIGN, INC.
2. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES TO
\\ \ VERIFY LOCATIONS, DEPTHS, AND ELEVATIONS PRIOR TO
STARTING ANY CONSTRUCTION ACTIVITIES. ANY DIFFERENC
ES
\ SHALL BE REPORTED TO THE OWNER, ENGINEER, AND
ARCHITECT.
\\ \ GT\ \ \ 3. ROADWAY GRADING, INCLUDING CLEARING & GRUBBING AND
\ \ \ \� \\ CUTS &PERLS ARE TO BE IN ACCORDANCE WITH THE
\ \ � S SOILS ENGINEER INVESTIGATION, RECOMMEW
DATIONS, AND CONSTRUCTION GUIDELINES AND/OR NCDOT
\ \ �\ \ \ REQUIREMENTS. THE STRICTER OF THE TWO SHALL APPLY.
4. STREET CONSTRUCTION MATERIALS & INSTALLATION SHALL BE
\ \ \ \ IN ACCORDANCE WITH NCDOT CONSTRUCTION SPECIFICATIONS,
\ \ \ \ LATEST REVISION.
\\ \ 5. CUTS N EXISTING PAVEMENTS AND REPAIRS OR PATCHES IN
\ \ \ \ EXISTING PAVEMENT SHALL BE IN ACCORDANCE WITH
NCDOT SPECIFICATIONS.
\\ \ \ \ \ \ 6. CONTRACTOR SHALL NOT START WORK UNTIL ALL PERMITS
FOR THE PROJECT HAVE BEEN OBTAINED.
\ gyp.;`.. \ 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL DURING THE
\ PROJECT IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AS
\ \ \ �� ' `-,^ \ PUBLISHED BY THE U.S. DEPT. OF TRANSPORTATION, FHA, AND
G
\ � `: \ \ AS SUPPLEMENTED BY NCDOT.
8. STRIPING TO BE COORDINATED WITH NCDOT TRAFFIC ENGINEER.
CONTACT NCDOT PRIOR TO STARTING STRIPING OPERATIONS.
\\ GG-A Net \ '
\ �2 \ 9. SAW CUT TO BE LOCATED NO CLOSER THAN 5' FROM A JOINT
\ \ \ OR REMOVE TO THE NEXT JOINT,
\ \ 10. ALL STRIPING TO BE NCDOT APPROVED THERMOPLASTIC.
\
\
GRAPHIC SCALE
.0
( IN FEET )
1 inch = 30 ft.
ROADWAY IMPROVEMENTS
CONSTRUCTION REVISIONS
RICE &
ASSOCIATES
CIVIL
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice: 919.462.8474
Fax: [phone]
[e-mail]
DEVELOPER:
JSS
WILMINGTOF,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
SITE
IMPROVEMENTS
JANUARY 27, 2000
DRAWING
R-1
S:\AADWG\Chhabra\Wilmington\Base.dwg Wed Dec 01 09:49:42 1999 Ted @ Rice & Associates

2. 0' 19' 2. 0'
0
0.0 0'0 20'
0 Ci
O.O O 0-.
°
° 111111=111111=111111=111111 =111111=111111=IIIIII=11111 ° '
11111=111111=111111=111111=IIIIII=111111=IIIIII 0 1.5'
' 111111=111111011111 511111=IIIIII=11111 '
GABIONS (2' THICK)
PROPOSED DITCH CROSS SECTION
TO RELOCATE EXISTING DITCH AT NE CORNER OF SITE
TOP OF
BERM = 38.00'
Q
TOP OF BASIN = 38.95'__ I
PROPOSED DITCH
DITCH BOTTOM = 35.30
6" OF CLASS 'B" RIP RAP
C350 OR APPROVED EQUAL
6" OF CLASS 'B" RIP RAP
C350 OR APPROVED FOUAL
WEIR CALCULATIONS:
HEIGHT = 6"
WIDTH = 10'
Q10 = 6.01 CFS
VELOCITY OF Q10 = 1.3 FPS
DEPTH OF FLOW FOR 010 = 6.0"
2. O' I 8' 1 2. 0
10'
SPILLWAY CALCULATIONS:
HEIGHT = 6"
WIDTH = 30'
Q5o = 15.02 CFS
VELOCITY OF Q50 = 1.2 FPS
DEPTH OF FLOW FOR 050 = 5.0"
2.O'I 8' 12.0
TOP OF BERM = 38.95'
I6..
2 BOTTOM OF SPILLWAY = 38.45'
/ 6»
BOTTOM OF OUTLET WEIR =37.5
CLASS 'B" RIP RAP, FABRICFORM_/
OR APPROVED EQUAL
NORMAL WSEL = 36_00'______
CONCRETE I' THICK UNDER WEIR
3 1
SPILLWAY ELEV. = 37.95
naAWnr)WN FI FV = .T6 00
I" PVC DRAW DOWN-
PIPE A T 2 8q SL OPE
2'
Q
4'
.r n' an' '1 n'
TRASH GUARD
WET DETENTION BASIN OUTLET & SPILLWAY
CHAIN LINK FENCE TO ACT AS TRASH GUARD
3'
SECTION A -A
2" PVC TEE TO GUARD AGAINST TRASH
i
6'
\�I
I" RUNOFF WSEL = 37.95
NORMAL POOL WSEL = 36.00'
PERMANENT POOL
BASIN SECTION
N.T.S.
I."1011 I],'m
m
FOREBAY
W�
� Q
2
i
�
OO
1=IIIII�IIIII
=11111=1WII IIIII�II(II
1111�111111=
BOTTOM OF
INLET POOL
TYPICAL
STORM WATER FACILITY
LANDSCAPING
PLAN
CLUSTER SFRIbS FOR CLUSTER TREES TO ALLOW FOR
LOW MAINTENANCE MAINTENANCE EQUIPMENT EASY
USE CANOPY TREE FOR A FOCAL POINT ACCESSIBILITY
ex. WEEPING WILLOW. LIVE OAK
•
LANDSCAPE STRIP VARIES
ACCORDING TO SIZE OF POND
SEE PART D t: G OF
CHAPTER VI
100,
VEGETATION MUST BE EVEN
DISTRIBUTED AT APPROXIMATELY
100' INTERVALS ARwv POW
Notes:
1. If possible locate pond where vegetation exists.
2. Suggest minimal clew irg to conserve visual
quality of site and minimize the additional
cost of tree planting. An irregular shape
provides a more natural appearance.
3. Landscape strip shall be a maximum slope of
7:1 in order to plant vegetation.
4. Provide o minimum of 3 inches of mulch around
all vegetation.
DATE: 5-24-96
STANDARD DETAIL
CITY OF WILMItJGTON
�� NTS
SCALE
TYP I CAL
6T:r GC
STORM WATER FACILITY
ENGINEERING
DEPARTMENT
CNECKED BY: wuW
LANDSCAPING PLAN
SO Is-,6
SID 15-16
10'
VEGETA TI VE SHELF AROUND
PERIMETER OF BASIN
STORAGE WSEL = 37.95
6' 5' 10'
LANDSCAPED I ACCESS SHOULDER/
BUFFER MAINTENANCE WAY
3
/I-
1� VEGETATIVE SHELF AROUND PERIMETER OF BASIN
TO BE PLANTED WITH POND WEED (POTAMOGETON PECTINATUS)
AND WILD CELERY (VALISNER/A AMERICANA).
D
E C E I V E
FEB 16 2000
PROJ # 51
8d
BASIN DETAILS
REVISIONS
RICE &
ASSOCIATES
CIVI L
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 27511
Voice: 919.462.8474
Fax: [phone]
DEVELOPER:
JSS
WI LMI NGTON,
LLC
104 Brittany Place
Cary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
301 Eastwood Road
Wilmington, NC
PROJECT:
Country Inn
Suites Hotel
I�u
SITE
IMPROVEMENTS
1ANUARY 27, 2000
DRAWING
D-1
5:\AADWG\Chhahra\Wilmington\outlet.dwg Thu Jan 27 07:44:22 2000 Ted @ Rice & Associates

REVISIONS
W REVIEW REVISIONS
vOLWAix () 4 6' TEST PLUG W/WING NUT
A �AR. nMP Added Ci1V o Wilmingtion
A
° �) �) Details 10/7/99
B B
DROP- RB D. Noqu.> °.°z NaRu. �_ CASTING
3o3/a' " :41IliR$MOY/R T e (SEE SD 14-05 2' ASPHALT CDNC,
. BI{K OF SIOEMNIt pVCP •n 4. ••
12:1 MM. P NP
OF
LION 0'-8 SEE INSET .A
FINISHED GRADE 3- R.�. S-4 <.
6'-0•
Ny •' CURB DRO M B TOP OF CIpR
I SIDflvNlt TRANSIIgN DROP TRNlSIIKN ..
4 UCWOOH
f Ar
VARMBLE SLOPE NOT ` WrIER MAN 4' BASE BRICK AS DIRECTED
TO EXCEED I2n (11.33x) SECTION A -A
g A
MUD CONCRETE OR BRICK CONCRETE CONSTRUCTION REVISIONS
\\v// NOTE: A PORTNxI OF ONE of BOTH BLOCKING SHAL BE USED
\/ MANSON XWT I RAMPS wr EXTEND ONSIDE AS FOOTING FOR DUCTILE RETURN. IRON PIPE. P.V.C. PIPE I'-D'
SEWLL REWIRE A 2MX)
'A" ISOMETRIC VIEW SIOEWAIX P.S.I. CONCRETE FOOnW.
RENINFORCED PRECAST
CONCREEE BOX OR IXPN190N JOINT
• ♦ SEE NOTES . TAPPING SLM N
4" CONCRETE BLOCK a.' .e' .D'• 2 12 A 17 SEE INSET A 4._ / VALVE ti PVC DR CIP
].35" CC ...:. .W0 NOTE
1
II ..... IXPANSIdI JdNT DANCE � / M.J. FITTINGS < _ -
METER I 2.M' OC sIOEWNx p "//
4. RASED DENIES LP PE56iNN ..
EXISTING
COMPACTED BACKFILL ° °'z 2' FI HEOT LESS IGHT
B"%-(A+9 ,��yfT�T:1UffLyYy CURB eETWm; PVC DR CIP COMBINATION
B MSTA;Z2 FROM FRONT EDGE OF SIDEWAU( NAM E.wla DETAIL q 13 RANK
ro BACK POINT OF 12:1 (B.DSx) SLOPE. THIS PORTION OF RAW
sRdeW]J°Fx sl°OE'PEs. DROP REWIRED FDR Au INSET A MCPOsswAlx uMRs. ;A',� SEWER MAIN UST F&I WITHIN FITTING W/6' BRANCH
•• BACK OF SIDEBNN DROP REWIRED FOR SIOEWKK SEE NOTE 1 (ME NOTE 10) SEE INSET A SIZE VARIES
e' STONE SLOPES 0.04. AND NOTE 1 TE TE5
MXWOOON
- NOTES,E 1. CONCRETE SHML NOT CONTACT BOLTS OR ENDS
ALL FITTINGS & VALVES PLAN NEW M MECHANICAL JOINT FITTINGS CAST IRON PLUG '
TO BE MECHANICAL JOINT STANDARD WHEELCHAIR RAMP z. SEE STANDARD REACTION BLOCK TABLES. U-12
W/RUBBER GASKET
OR FLANGED. n1RV u-14 FOR ILEA a CONCRETE RFAIIIRED
BYPASS TO BE RODDED
FROM TEE TO TEE.
M Box DIMENSIONS do INFORMATION 4"-12" STANDARD TAPPING SLEEVE AND VALVE ASSEMBLY STANDARD SANITARY SEWER MAIN LINE C,0, & CASTING BASE,
TYPE OPENING "A- METER BOX FRAME
& COVER
T7
SD 3-06
3'-4' COMPOUND 30 3 4 x 40 1 4 30 C.B.-SO-6
NOT TO SCALE
3'-4' TURBINE W AWWA STRAINER 30 3 4"x 59 5 8" in C.B.-SO-S
6" & LARGER COMPOUND 30 3 4"x 59 5 8" 42 I-C.B.-SO-6 6'
6'& LARGER TURBINE W AWWA STRAINER 30 3/4"x 59 5/8' 1421 I-C.B.-SO-6/6- A� 1/8' R. FINISH GRADS
LARGER TURBINE W STRAINER 42I-C.B.-SO-6 6
1/2' 1/2- R 6' 2 -0' YIN YIN. COMB 3. S' MIN.
�5' j T 1/e" R.
5" JOIM FILLER = _,}III
�� 1 '-� PIATd CC STEEL
TRODS (D
7 1'T 6- STBBL RODS (TYP.)
y
A J NOTE: MAINTAIN 50' MAX. BETWEEN JOINTS 2._6. ] 3' To THRUST BLOCK
TYPICAL Y-8" WATER METER BOX INSTALLATION *•. DR AT ALL RIGID OBJECTS (2,-D' ROD %QUIREVENTS 1TTP.1
D
RICE
FRONT ELEVATION A -A
ASSOCIATES
` 1RAIgVM EXPANSION JOINT 7OE ELEVATION SlZS OF IS DECREE BEND STATIC THRUST IN PoUNOS HDYBBR OF RODS REQUIRED C
EXI T + + FRA.NE
CFO 4.328 P
2- YT99P 2 MINIMUM AVERAGE WEIGHT 40 LBS.
A $ENDS:. PLAN TEES COMBINATION WRB AND CURER g• g. 16- 30.779 4 CIVI
1/8'R 20- 48.091 6
13/4"R 24' 69,252 8 PLAN
18' YIN.
3'
B z" _ ENGINEERING
• -.• ..• NOTES: ,
v 12'
1. ONCE INSTAL
LED AND TIGHT, THE STEEL RODS AND BOLTS SHALL 8E COATED N/TH 1 -6 1 2"
• " ' � ]" P COATS OF SMALL
NO NODS BASS PAINT. Y
I. CON • 3/4 R Z. CONCRETE M SHALL NOT CONTACT BOLTS OR ENDS OF ND OF DOLT JOINT BENDS. £1 SURVEYING
"' I I T� T / E 1 I N G
B _ ; I. CONCRETE SHALL BE 3A00 BE S _T 3 TYPICAL Y/N. CLEARANCE DEMBENUSED IN
AND AND 0£ BOLT MUST BE 3•. /Vy\[. J U K V
Ls "• •J�: • �� 2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS.(A 15' SPACING 6 3/1' 1•_6• i 4. APPROVED OFFSETS CAN BE USED IN THIS APPIlGTTON h
•' ' � ," I' WILL BE ALLOWED WHEN A MACHINE 5 USED.) 0.25" T.C. .,
PLUG SECTIDN X-X - PELEVATION PLUGS 3. FINISH ALL CONCRETE WITH CURING COMPOUND .� n 116 New Edition Court
BENS BLAN &
i, EDAN C IIR AND GUTTER STALAIDA P ITRTIC-AL BRND a
0 fwD A'�'D � SD 4-" Ca North Carolina 27511
< f f f f T f it STANDARD CONCRETE CURB AND GUTTER NOT TO SCALS Cary,
4 A F f f f f f 1 SECTION C SECTION D Voice: 919.462.8474
6 ti I H f l/ If f I f H W 1-2
f f f NEW ASPHALT
1'-0" 1'-0' V-RIBS
Fax: [phone]
' 6' I I1D17/z DELI Bw 16 a AIMIMr >/rMww tl f00 1!f }ITTE /W/A d�TWMw. B COVER
All aMA� .r1bEW So be LI/1'II< to AERAYWM{ MINIMUM AVERAGE WEIGHT 20 LBS
pwwL
.
6' WATER A [e-mail]
STANDARD PRECAST MANHOLE DROP PRECAST MANHOLE STANDARD THRUST BLOCK FOR WATER MAINS _ 1°
METER �-
SD 4-I0 EXIST. SUB -BASE 6" ABC /1 �0
1LCAi L ,
%_.
UNDISTURBED SOIL
4' NOTES, --
SCORE FULL WIDTH BACKFILL, TAMPED 1 -7 3 8" 9.625" ry
4 I -DO NOT TAP MANHOLE AT JOINT. OF CURB AND GUTTER IN 6' LAYERS / - 2.25" ,8 1.2 ""o
1.75"
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW j :� 0.7
NEW PIPE TO ENTER, S
6• 3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF - 5.75 5.75 `
4, POSSIBLE. NOTES: - PIPE - .•
4-PLACE COLLAR AROUND NEW PIPE. COLLAR TO BE BUILT 1. WATER METERS ARE TO BE PROVIDED BY THE CITY / \ C-6 5 8" 0.375" ,, M•M G�' x��,
RESTING ON UNDISTURBED SOIL. PLAN
/.._. _.
5-REPAIR CONCRETE WITH NON -SHRINK CEMENT. 2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC.1
VIEW A 6-SEE SD 14-11 FOR PRE -CAST MANHOLE DETAIL, 3. WATER METERS SSHALL NOTABEMENTSLOCATED IN DRIVEWAYS 2'-0' 2'-6• � SECTION A SECTION B � off MAA4Ajq,'
SEE U-3,U-4
WHERE R/IF WIDTH PERMITS 6" 1'-6" 2'-0" 6' HATER METER BOX DEVELOPER:
RCE CAST IRON METER BOX
MAX _ ASPHALT PAVEMENT PATCH SD 4- % 3
NOT TO SCALE NOTES: JS S
S
1. PRIOR TO ASPHALT LAYING, PRIME COAT W I LM I N GTO N
APPLICATION SHALL CONFORM TO
STANDARD TAPPING DETAIL PRE -CAST MANHOLE yIN END N.C.D.O.T. SPEC. SECTION 600.
FRONT 2. SEE CITY OF RALEIGH STANDARDS
FOR TRENCHES AND PIPE BEDDING SD 3-OH LLC
TYPE "A_ SOFT COPPER TUBINO MUELLER FOR ADDITIONAL DETAILS. 2-2 1/2" HOSE NOZZLE
METER YORE W 12 RISER
FORD VF66-12, VF77-12 STANDARD PAVEMENT PATCH DETAILS 4 1/2" PUMPER CONNECTION FA C 104 Brittany Place
SEE C. OF R. STANDARD U-45 11/2' OR 2' WATER SERVICE STANDARD METHOD OF ENDING CURB AND GUTTER
TO CENTER LINE OF STREET Cary, NC 27511
FOR MANHOLE FRAME AND COVER
SD 4-06 ItDRANT MUST HAVE BREAK 919. 319. 1921
s I z o - FINISHED GRADE ------� WORD "WATER" ON COVE
SECTION OR REMOVABLE BARREL
i
: \XA �,�r - SITES:
NEW MANHOLES USE AN APPROVED BITUMINOUS
BASE SEALANT THAT SHALL BE APPUED TO
THE TOP OF THE CONE SECTION TO PROMDE
A WATER TIGHT SEAL.
MANHOLE CONE AND BARREL BURY LINE FLUSH /�
WITH FINISH GRADE Lot /
C L L
4 SECTIONS SMALL BE AS PER
N.C.D.O.T. STANDARD 840.6] 6.688' FINAL BACKFILL C.I. VALVE BOX
A FDDDND LINE I
410 VDM AS RED c �T �. ID# 5009-005-040-090
SEE PART II, D,5 ECCENTRIC M.H. CONE MAY A" 5' 0.125' GATE VALVE MIN. SIZE
BE USED W B" AND
RING SEAL 10' SEWER NNNS CDNC%TS THRUST BLOCK DNM:l:A apD 1DIWD Mp'D TURN RIGHT TO OPEN 14 2.21 Acres
•I 5 ' OR RAM -NECK �+ rai 301 Eastwood Road
4•` � � FLDED ANCHOR RING � UNDISTURBED SOIL
RUBBER BOOT CAD END ORAlN
4" -� --• NCH Bo£roY 88 NOTE 2 ❑ ❑ ❑ ..
Wilmington, NC
%.+ -
LATERAL INVERT SHALL ELEVATI❑N VIEW WATER z o
NOT BE LOWER THAN
• l MAIN SPRINGLINE. (U 0.125'
e" I C r ❑ ❑ ❑ CZl INITIAL BACKFILL •• ONCRETE PAD (7
^ A A WHEN MANHOLE TOPS ARE IN A7VE 0 75' NOTE: 15" X 15" X 6" PROJ ECT:
^ ^ EXCESS OF 3' ABOVE GRADE
OUTSIDE STEPS MUST BE PROVIDED. A B TRENCH WALL A A 1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT Country Inn
SEE STANDARD, U-49, FOR BRANCH LINES
SECTION A -A g- STEP DUAL 1AMPTRA B CXFI L 3-HYDRANTS SHALL BE:
MPMCAD END D 5' DAD62' IN ROCKNS 6" O.D. OF PIPE 6' MINIMUM SIDE CLERANCE KENNEDY GUARDIAN; MUELLER CENTURION; AMERICAN
TRENCH WALL ENCOUNTERED DARLING MARL 73; OR APPROVED EQUAL Suites Hotel
SEE SEWER DESIGN, SEC. D. PLAN VIEW 4.75' 12' 0.0. OF PIPE 12' MAXIMUM SIDE CLERANCE
PARAGRAPH 5. SECTI❑N 'A -A'
NOTES PLAN GUIDELINES FOR STANDARD HYDRANT
1, SIZE OF CONCRETE THRUST BLOCK AROUND ANCHOR RINGS TO BE DETERMINED BY SECTION YA-AM
MIN. 6' COMPACTED /6] STONE TRENCH DIMENSION PLUS EXTENSION B' INTO SIDES AND BOTTOM AS SHOWN IN SD 4-O / SITE
UNDER NEW MANHOLE.
A ____A BASE TO BE INSTALLED SCHEDULE, CONCRETE INTO SIDES OF DITCH TO BE POURED AGAINST FIRM
UNDISTURBED GROUND, FILL AGAINST BLOCKING TO BE COMPACTED TO 90% ems: NOT TO SCALE IMPROVEMENTS
PROCTOR FOR LENGTH ALONG THE PIPE OF AT LEAST 6'-0', GRE-W VC-6HD, CAST IRON OR EQUAL 1. TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN
IN NON -TRAFFIC AREAS, TOP OF 2. EACH SIDE FOR PIPE WITH ONE ANCHOR, LOCATE ANCHOR 4'-0' FROM DEADEND FROM THE INSIDE FACE OF THE SHORING AND BRACING.
FRAME AND COVER SHALL BE AS SHOWN FOR PIPE WITH TWO ANCHORS, LOCATE FIRST ANCHOR 3'-0' BACK APPROX, WEIGHT 17rb5.
IFINISHEDDGROUND OF SSURFACCE.. FROM DEAD END AND LOCATE SECOND ANCHOR 9'-0' FROM FIRST ANCHOR. 2. NO ROCKS OR BOULDERS a' OR LARGER TO BE USED IN INITIAL 134CKFILL.
3. WHERE THRUST BLOCK OCCURS, THE TRENCH SHOULD BE AT THE MINIMUM WIDTH. HEAVY DUTY VALVE B ❑ X LID 3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4, CONCRETE SHALL HAVE MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 3000 PSI. 4. BACKFILL SHALL BE TAMPED IN 6" LAYERS IN TRAFFIC AREAS, 12' IN NON -TRAFFIC AREAS. JANUARY 27, 2000
GUIDELINES FOR THRUST COLLAR INSTALLATIDN SD 14-08 WATER &SEWER
SD 4-03 NOT TO SCALE DRAWING
TRENCH BOTTOM DIMENSIONS & BA REQUIREMENTS DETAILS DmSTANDARD
PRECAST SANITARY SEWER MANHOLE
FOR DUCTILE IRON, VITRIFIED CLAY &REINFORCEINFORCED CONCRETE PIPE.
S:\AADWD\Chhabra\Wilmington\DETAILS.dwg Wed Dec 01 09:19:08 1999 Ted @ Rice & Associates

SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE C❑NSTRUCTI❑N SEQUENCE REVISIONS i
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH. REVIEW REVISIONS
Metal Stake w 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
2 X 4" metal frame REASONABLY SMOOTH AND UNIFORM.
SUMMARY OF THE EROSION CONTROL PLAN EROSION fONTROL 10/1/99
+
T e•
T 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX Erosion control will be accomplished by Installing and maintaining permanent and
gpgpqp WITH SOIL (SEE BELOW), temporary erosion prevention measures and sediment -trapping devices. Permanent
1.5' Fabric I'-- z'-o' erosion control will consist of the stabilizatIon of all disturbed areas 6 stone
max _ PIASTER 1/z- '''''"r' OVERFILL 6" FOR 5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED energy dlsslpntors at the storm drain pipe outlets. Temporary sediment -trapping
SETTLEMENT IS PREPARED 4 TO 6 INCHES DEEP. devices will consist of a construction entrance, silt fencing,and sedimentation
v _ _ _ I{\� fitter basins.
=III- -4waMp 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
�� - -_- - - £ o r-r ,rr \ EQUIPMENT OR CULTIPACK AFTER SEEDING 3'IF III -III III -III \ f 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH
-z_ min. III-III=III III _I ;' curs -r coNc . EROSION CONTROL MEASURES
-III b _ CONSTRUCTION REVISIONS
10' I -I 1 S. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS 1. All existing erosion control devices already on site are to remain throughout
U Buried Fabric - I I '� WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% the construction.
U - DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
cuss'W CONC •. _ 1.5'
• - 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION 2. Obtain all the approvals 4 permits necessary to begin and complete the project, f
S'-o' �� I AFTER PERMANENT COVER IS ESTABLISHED. Approvals and permits include, but are not limited to the following: site {
k
design, zoning, special use permit, etc.) approval of designs For
Drop inlet ppS T a' -a' x 2:1 SIDE SLOPE MAX streets, utilities, etc.l erosion control plan a
_ compliance P approval 6 greeting permit, zoning
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) P pernitT and driveway permit From NCDOT.
gw,thgrate FILTER FABRIC 1
1' FERTILIZER - 1E - LBO/ACRE - 10-10 % 3. Schedule and hold a preconstructlon conference (before startingan demolition,
Frame � min 'O SUPERPHOSPHATE - SOOLHS/ACRE - 20Y. ANALYSIS
MULCH - 2 TONS/ACRE - SMALL GRAIN STRAW timbering,clearing,or y
ANCHOR - ASPHALT EMULSION 2 300 GALLONS/ACRE grading) with the owner or owner's repre5entntive, the
1:1 SIDE SLOPE MAX for supervisi gImploing the ation o and erosion control) the persons) responsiblefor su el to Im ss tin npro ec the erosion control plan, antl erosion controlpersonnel to discuss the protect and the erosion control plan.
4. Clear the area necessary to gain access and to Install the sedimentation bosh
SHOULDERS, SIDEI DITTCHES, SLOPES MAX, 3:1) filters and other Initial erosion control devices: Do not begin clearing any otherareas until the sediment filter basins, associated silt fencing, diversion ditchesGather STONE SECTION DATE TYPE PLANTING RATE and construction entrance have been Installed.
excess a•-s• s-o-
of corners MAINTENANCE AUG 15 - NOV 1 TALL FESCUE 300 LBS/ACRE 5. Construct temporary diversion ditches and berms to direct overland flow to 4,
s•-a• a•-o• INSPECT TEMPORARY SEDIMENT TRAP AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL existing sediment basins.
_y DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN NOV I - MAR I TALL FESCUE 300 LBS/ACRE,
A DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. M ABRUZZI RYE 25 LBS/ACRE 6. Colt City of Wilmington for onsite Inspection by environmental Inspector and obtain _
�- i
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM MAR 1 -APR 15 TALL FESCUE certificate of compliance.
300 LBS/ACRE S-0- OF 1.5 FT. BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN 7. Install pond outletstructure and place a cloth cover with hardwire backing over Inlet. ' '
GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE i- a a .1 D. Install storm sewer and protect Inlets as shown. f
e STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER JUL 1 -AUG IS TALL FESCUR AND 120 LBS/ACRE
• a CASTING USED WITH 12', I S•A le' PPE CONSTRUCTION WITH SEEDING. ixw BRDWNTDP MILLET 35 LHS/ACRE 9. Provide all disturbed areas with ground cover within 30 working days after
2a •3A CASTING USEa vATH 2a' %pE OR WiGER •ww OR SORGHUM-SUDAN HYBRIDS 30 LHS/ACRE completion of any phase of grading, whether clearing or rough or finished
Installation of fabric and supporting frame for inlet protection. STANDARD DROP INLET 24X24 OR 24X36
GRAVEL FILTER BERM FOR DITCH DURING CONSTRUCTION. SLOPES c3:1 TO 2D grading.
10. Inspect and maintain to
the erosion control devices so they continue to specific
an '
MAR 1 - JUN l SERICEA LESPEDEZA (SCARIFIED) 50 LHS/ACRE Properly. Refer to the Instructions In the erosion control plan for speclfs
Instructions for each device. Initiative
The person responsible for erosion control Is also
responsible for taking Initrol p In Inspecting andout
maintaining these de pairs do
I� Excavated area (as required --�{ 6 not wait for erosion control personnel to point out the need for repairs and
(MAR I - APR IS)ADD TALL FESCUE 120 LBS/ACRE Keep mud and debris off the
_ (MAR 1 - JUN 30)OR ADD WEEPING ASS 10 LBS/ACRE public street at all times. If mud or debris Is
Side slope 21
V I-_ (MAR 1 -JUN 30) OR ADD HULLED COMMONOMMON shovel
BERMUDAGRASS 25 LBS/ACRE tracked from the site, use a and broom to remove It Immediately. & A
' IIf III-1
JUN 1 -SEP 1 owTALL FESCUE AND Sediment basins should be checked after every rainfaR and should be cleaned
www TALL FESCUE
MILLET 120 LHS/ACRE when F of sediment covers the bottom of the basin. Silt fence should be
Accumulated 35 LHS/ACRE cleaned when silt reaches 112 the height of the fence. 1
-III II -_=-I I ent •••OR SORGHUM-SUDAN HYBRIDS 30 LHS/ACRE
-III II We holes III -III _III
-III for I III III_ It. Graded slopes, FILL areas, ditches, and stockpiles are to be planted or provided
Excavated depth, dewatenng Gravel -supported by SEP 1 -MAR 1 SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED) 70 LBS/ACRE with protective cover sufficient to restrain erosion within 15 working days F
min 1' -max 2' III -I; III -III -III hardware cloth to allow AND TALL FESCUE 120LBS/ACRE after the completion of any phase 0f grading. p
below top of inlet 1=III = =III=I drainage and restrict (NOVRICE'&
1 - MAR ll ADO ABRUZZI RYE I2• Once site Is need, remove all sediment and rnde 1I
II sediment movement. 25 LBS/ACRE P g pond to final grades as shown. 13. Permanently stabilize all disturbed areas. Refer to Instructions In the plan for
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL the types) of stablllzatlon to be used. Call for on Inspection by Environment*[
I I III -III INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. Inspector.
ASSOCIATES '
=111=1 I-III-1 I=1-� I I THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITION&
OTHER SEEDING RATE COMBINHTIONS ARE POSSIBLE 14. If site Is ap
proved, remove all temporary erosion control devices. Install CIVI L
• TEMPORARY- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT remaining permanent erosion control devices such as velocity dlssipators 6 other
LANDSCAPg WATEg VEGETATION. DO NOT ALLOW TEMPORARY COVER E GROW OVER 12' IN HEIGHT BEFORE measures noted on the plans. Remove M properly dispose of accumulated sediment
o SLOPE PROPOSED DITCH SLOPE - AND ACCESS QUALITY"SLOPE2:1 SLOPE BOTTOM OF from the devices, smooth out areas accordin to theFlow *1 \N:k SHELF STORAGEPOND MOWING OTHERWISE FESCUE MAY BE SHADED OUT 9 grading plan, Excavate b ntlln la basin
P grading plan.
Flow
to depth shown on
\�•��\t �`� �// /. ��f I ""'-- VEGETATION FOR STABILIZATION OF SIDE SLOPES SHALL BE A HEARTY GROUND COVER 15. Remove gravel baffle and hardwire cloth from pond outlet structure. ♦ %\1 ♦\�� .�...... 7//// ' � �j � FLOW PERMANENT SUCH AS TALL FESCUE, BERMUDA GRASS, PENSACOLA BAHIAGRASS, OR REED CANARY GRASS. ENGINEERING
♦� ♦r� ♦ i I '. POOL
�\
16. Arrange a final Inspection with the erosion control Inspector to confirm that all & SURVEYING
,\\�% I ; Ili, �/�i
♦� \ / itr //�/z'•.� rowan ARY : requirements of the approved erosion control plan have be completed.
\\ /e N FOP SEA'NENT BASW // .,, ,-' _• //\` \ ate, cbvsneuer a. NCDOT #4 STONE (2*-3*) SMALL 17. Obtain a certicate of completion.
BE USED. PAD TO BE 501 X 25'W X 6"D
AT
AT A MINIMUM.
b. TURNING RADIUS SUFFICIENT TO 116 New Edition Court
/ ,w` ♦ \ Flow ACCOMMODATE LARGE TRUCKS IS TO BE
Flow / ����� PROVIDED. MAINTENANCE REQUIREMENTS Cary, North Carolina 27511
BASNV SECTION a. ENTRANCE(S) SHOULD BE LOCATED TO
<ROVIDE FOR MAXIMUM UTILITY BY ALL Voice- 919.462.8474 P�
N.T.S.NTSra' CONSTRUCTION VEHICLES. 1. Construction entrance must es maintained t to prevent mud or sediment from
Tor OF TQ^er e4sw/rA'ra1 =.ss:N wME ,Iasi rp ACr AS IRA914VAFV leaving site. Periodic to dressing with two Inch stone may be required.
2. All erosion antl sediment control practices will be checked for stability and s
Excavated drop inlet protection. i �� �' s P s
d. MUST BE MAINTAINED T A CONDITION n no case less Fax: [phone]
�IPROPOSED,1 r J' ,• AMNaF Imz[ 9 r u WHICH WILL PREVENT TRACKING OR all practi every reek. aqny neeed orepairs rwill bet made (Immediately to maintain
DITCH , r' AYAYCYi xsEz = YI.45 $ DIRECT FLOW OF MUD ONTO STREETS. all ronce e r des) .FIG. 2swuwrEifv =,1zoo'�a'PTc 1JT ro auw Auw(sr neAm PERIODIC TOPDRESSING WITH STONE 3. Sediment basins will be cleaned when the levelof sediment reaches 2.0 feet [e-mail][G. t .rnwo•
CLASS - C CLASS - C o wewMAr Pa(X IKKz - x.au' SILT BE NECESSARY; KEEP SOME HANDY. below the top of the risen #57 Gravel will be cleaned or replaced when the
SHAPED BOTTOM sediment pool no longer er drainsproperty. SHAPED BOTTOM I'I'PK•pQAW OOXI✓ e P 9 i".
LOAD FACTOR T I e. ANY MATERIAL WHICH STILL MAKES IT 4. Sediment will be removed from behind the sediment fence when It becomes about s1
LOAD FACTOR PBE AT as sn°EzenMs serF AR,]MO
I S 1.5 M�AA � ta)ER E S W ONTO THE ROAD MUST BE CLEANED UP 0.5 feet deep at the fence. The sediment fence will be repaired as necessary I_ FOREBAY sw IMMEDIATELY. to maintain a barrier.
W Bc W W Bc W c 5. All seeded areas will be fertilized, reseeded as necessary, and mulched ;;�� ♦ (III 6' MIN. 1 PERMANENT POOL z \ according to specifications In the vegetative plan to maintain a vigorous, w`_
LIGHTLY COMPACTED z• Is' es' e• �r 1 dense vegetative cover, • •'•OF ES
COMPACTE BACKFILL 1�y1
BACKFILL A� Ht s Ra
Bc/4 BUT NOT _ R
w
Bc 0.5 LESS THAN 4's
"P MIN.05 TEMPORARY SEEDING
HAND SHAPED FROM sa 4 . `
HAND SHAPED FROM Late Winter an Early Spring ee ette ,A`, weq`
FIRM UNDISTURBED SOIL ANGULAR BEDDING MATERIAL w4Er Pav" er ,•s _` I
ttegturnM ,
s' MIN '+ �` � Seeding Mixture �•t.• .
FIG. 3 FIG. 3 M1 Species Rate (lb/acre)
CLASS - B CLASS - B
LOAD FACTOR LOAD FACTOR BASNV SECTION Rye (Grain) 120
and Coastal Plain, DEVELOPER:
19 19 1y Annual leslne eza (Kos) In Piedmont 50
W EC W IN
BC N N.T.S. NLDOT /4 WASHED STONE
CAREFULLY COMPACTED Seeding Bates 1:J:J
LOM ACTED BACKFILL
NOTES: APPLKABIE AT A11 POINTS OF Mountains - Above 2500 ft1 February 15 - May 15 NJ
BACKFILL
INGRESS k EGRESS UNTIL SHE IS Below 2I - May
February 1 - May 1 WI LIIII I N GTO N, _
THEB�DENCE AND TEMUY NECKS OF Piedmont -January 1 -Nay 1
MAINTENANCE MUST BE PROVIDED. P
ANGULAR ' " �' Coastal P101n - December 1 -Aril IS '
".};r; ..Q.{:: Bc/4 BUT NOT
Solt amendments E I r MATERIAL LESS THAN 4' Follow recommendations of soil tests or applyY L`
TEMPORARY CONSTRUCTION ENTRANCE /EXfT apply 2.000 Ib/acre ground agricultural Llm=lcme
HAND SHAPED FROM and 750 Ib / acre 10-10-10 fertilizer.
UNDISTURBED FIRM SOIL
pp Mulch 104 Brittany Place
GUIDELINES FOR BEDDING DETAILS, STORM SEWER CLASSES (B & C) Apply 4,OOD to / acre straw. Anchor straw by g Cary, NC 21511
tacking with as halt, netting, or a mulch achorin
tool. A dsk with blades set nearly straight can F
be used as a muclh anchoring toot 919. 319. 1921
sn 2-n Maintenance E C E I V E
NOT TO SCALE Temporary sediment pool Wire mesh A D ,
A Refertlllze Ion rmulch llnmedlntenot lyyfotlewing erns on or' D
(optional) d° p
CONCRETE BLOCK I other damage. -
1' min 2:1 slope J FEB 16 2000 SITES: I'
DEWATERING pe ' 3:1 slope
2' max �- 1, Summer Fatl Gp�¢�
0 VARIES AS DIRECTED BY ENGINEER f0' MAX. PROJ # Lot Z
Fine roveI • TOP STRAND Seeding species
e
_ -III -III-III-III-II Species Seeding Mixture I
� -- face �� min 3„ _ _ _ MIN. l0 CUACE -STAY TITRES Rate (Ib/acre) Species P Rate ttb/acre)
-� --- a ° thickness l -III-III I I -III-I YIN. r2-I 2 CUACE German rAlet 40`
Au
-° . (A ) stone _-I # Rye (grain) 120 ID# 5009-005-040-000
l7 I I I I In the Pi¢dnont and Mountains, a smalrate f Seeding Dates
- Q �- - Sutla^gc,e. may be substituted at a rate of D "
LINE MIRES YIN. 50 lb/acre. Mountains -August 15 -December IS 2.21 Acres
- ?� Gravel drop inlet protection (gravel donut). A112-r/z cuecE Seeding Mountains
Piedmont l August u - December 31 "
"ra "`gg4555 0 0 Mountains -May 15 -August 15 Coastal Plain - August IS -November 30 301 Eastwood Road
° no o° 0 Piedmont - Mayg
1 - August 15
CONSTRUCTION SPECIFICATION n n PLAN Coastal Pain April 15- August 15 Son amendments Wilmington, NC
Follow recommendations of soil tests or apply
o o La BOTTOY STRAND YIN. f0 CUAes
apply 00 lb / acre pround agricultural. limestone
TEMPORARY DIVERSION BERM/DITCH and 1000 lb / acre ID-]0-t0 fertilizer.
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE -_ r�° ° Son olio. recommendations
ON ITS SIDE ON THE BOTTOM ROW TO ALLOW POOL V (>'o00-p0 0000-Oc)Omoo OCFW A. MACHINE COMPACTION OF ALL FILL IS REQUIRED. DIVERSIONS SUFFICIENT TO DIRECT Fallow re(onnentlatloppns of call tests or apply Mulch
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED ALL SEDIMENT -LADEN STORMWATER INTO A SEDIMENT CONTROL DEVICE MUST BE IN- nndly7 00W /acre 10round Fertilizer.
limestone Apply 4,000 lb / acre straw, Anchor straw by PROJECT:
AT LEAST 2 INCH BELOW THE CREST OF THE STORM -� STALLED PRIOR TO CLEARING M GRUBBING OF THE AREA (OR IN CONJUNCTION WITH tacking with asphalt, netting, or a mulch achoring
DRAIN. PLACE THE BOTTOM ROW OF THE BLOCK AGAINST-'---- -� THIS OPERATION IF SEDIMENT CONTROLS 6 DIVERSIONS ARE INSTALLED AS EACH tool. A disk rkh blades set nearly straight can
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT CRITICAL POINT IS REACHED). STEEL OR MOOD POS Mutch be used as 0 mucch anchoring tool.
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FILTER B. DIVERSIONS SHOULD BE LOCATED TO MINIMIZE DAMAGES BY CONSTRUCTION OPERATIONS. - Apply 4,000 lb / acre straw. Anchor straw by
tacking eth asphalt, netting, or a mulch achoring Maintenance Country Inn
IF NEEDED. GIVE LATERAL SUPPORT TO SUBSEQUENT L. DIVERSIONS SHOULD BE SEEDED M MULCHED IF THEY ARE TO REMAIN IN PLACE OVER tool. A ask with blades set nearly straight can Repnlr and refertlllze damaged areas Immetllntely.
ROWS BY PLACING 2x4 WOOD STUDS THROUGH 30 DAYS. d NOTES: lLTER FABRIC be used As a muclh anchoring tool. Top dress with 50 ize acre of nitrogen m March,
BLOCK OPENINGS. = g
WIRE SCREEN D. CHECK DEVICE AFTER EACH RAIN, BUT ONCE A WEEK REGARDLESS. REPAIR AS If It Is necessary to extend temporary cover
NECESSARY. I. MIRE SHALL BE A YINIYUY OF 32" IN Maintenance beyond June 15, overseed with 50 lb/acre Kobe
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIDTH AND SHALL HAVE A YlNIYUY OF 6 (Piedmont and Coastal Plain) or Korean (Mountains) Suites Hotel
TEMPORARY SEDIMENT LIMB MIRES W ,U STAY SPACING„ ILL SLOP Refertlllze If growth Is not fully adequate. Reseed,
WIRE MESH WITH 1/2-INCH OPENING OVER ALL POOL MIIIAAI (AMMa Is Fat. OR GOT arpc GROUND LIN °I refertlllze and mulch Immediately following erosion or lespedeza In late February or early March
BLOCK OPENING TO HOLD GRAVEL IN PLACE. zwM �� Ra,, 2. FILTER FABRIC SHALL BE A Y!NlIfQA OF other lllzoadamage,
DEWATERING ao"cs .:: ;.:. = III - = Filter blanket 38 IN WIDTH AND SHALL BE FASTENED 6" N
3. USE CLEAN GRAVEL,3 4-TO 1 2-INCH IN T11. T _ SECTION A -A ADE UATELY TO THE WIRE AS DIRECTED
/ / ;:ii:3i'::. T II T _IIIIIIIII _ = 111=IIIII BY �HE ENGINEER 7N.
DIAMETER, PLACED 2 INCHES BELOW THE TOP =IIIII_ IIIII=IIIII=IIIIIIuII= = IIIIIIII=IIIII=IIIII IIIII=IIIII I s. STEEL Poss SHALL BE s' o IN HEIGHT
m
IIIII SITE
OF THE BLOCK ON V N SLOPE OR FLATTER AND 16 SEE APPRIIPRNTE SCHEDULE Pat D04MIM AND BE OF SELF FASTENER ANGLE IMPROVEMENTS
1'MIN. IIIII=1 IIIII=IIIII=IIIII 1w mx STEEL TYPE
SMOOTH IT TO AN EVEN GRADE. DOT jj57 WASHED F �o
STONE IS RECOMMENDED. 2 MAX.mill BERM COMPACTED FILL BERM\DITCH DITCH 1. La is the length of the riprop apron. 4. WOOD PoSTS SHALL BE A Y!N/YUY OF 6' $1 �"+
_ - 7N HEIGHT AND 9' OR YORE fN DIAYETER F
n IIIrm�T - NOTES: POSITIVE GRADE MUST BE PROVIDED TO ASSURE DRAINAGE. IF SLOPE EXCEEDS 2•L, 2. d - 1.5 times the maximum stone diameter but WIRE FABRIC SHALL BE FASTENED TO WO
:-III III HIm I11- _ _ SEED M MULCH DIVERSION. TRY NOT TO EXCEED 5% (HIGH VELOCITIES RESULT). not less than 6" - POST JFITH NOT LESS THAN /9 WIRE STA JAN UARY 21r 2000
III III III III - MAXIMUM D.A. = 5 ACRES WITHOUT SUPPORTING CALCULATIONS. DIVERSIONS AT THE TOP 1-112 LONG
OF SLOPES MUST EMPTY INTO AN APPROVED SLOPE DRAIN. BERM/DITCH IS MOST 3. In well-defined extend the apron up the NCHOR FILTER FABRIC SKIRT
COMMONLY USED. channel banks to an depth
elevation t of 6" above the AS DIRECTED BY THE ENGINEER EROSION
SEDIMENT - maximum tower i eeplh or to the lop of the & STORM
bank which ever is less. rUIDEL•INES FOR � T MPO aRY SILT F -Nr.F nFTer� DRAWING
4. A filter blanket or filler fabric should be SD s-0 ®RAIN DETAILS
BLOCK AND GRAVEL DROP INLET PROTECTION installed between the nprap and soil foundation. NOT TO sous Dill
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL
S:\AADWG\Chhabra\Wilmington\DETAILS.dwg Wed Dec 01 09:16:13 1999 Ted @ Rice 6 Associates

a
REVISIONS
SO
4'
CANE BOLT DETAIL
SCALE: 1 112" = V-0"
PLE WELDED
1' PLATE
CEDAR BOARDS
18' CANE BOLT TO SLIDE
3/4' I.D. COLLAR
D. COLLARS WELDED
V PLATE
'X 1/4' PLATE
D TO GATE
V I.D. PIPE FIXED IN
CDNC, TO SECURE GATE
AT BOTH OPEN AND
CLOSED POSITIONS
5'-5 1/2' EACH GATE
-� (1) EACH GATE
r� TYPICAL GATE DETAIL (HALF)
SCALE: 112" = V-0"
HORIZONTAL
4'X4' CEDAR
RAIL
w
U
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U
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=
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U
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7
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L� ILI
VERTICAL 6'X6'
TREATED
CEDAR POST
LOCATED
PER
PLAN DETAIL
5-D-1
FENCE DETAIL
SCALE: 314" = V-0"
E:
CEDAR BOARDS
U
U
a W
U
n Z
z w
0 W
CH U
o �
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F-
� > rn
I �E
w Z
U Q
W x
Z
>y
VERTICAL 1'X6'
CEDAR BOARDS
STAGGERED ON
OPPOSITE SIDES
W/ V OVERLAP
VERTICAL 6'X6' TREATED
CEDAR POST LOCATED PER
PLAN THIS DRAWING
PROPOSE]
SECTION
CAP
6' DIA. METAL POST
FILLED SOLID WITH CONC.
PROPOSED PVMT:
SECTION
3' MIN.
3000 PSI CDNC,
BASE FOR POST
GUARD POST DETAIL
D-1 SCALE: 112" = V-0"
METAL
OVER E
BETWEE
FILLED SOLID W
6' DIA. METAL P
6' METAL POST
FILLED SOLID WITH CDNC.
O° PROVIDE GREASE
0op FITTING FOR
EACH HINGE
3000 PSI CONCRETE W/
REINFORCING FIBERS
12' DIA CONC. FOOTING
FOR VERTICAL POST
O°°
Wo.O
A
U
U
Z
o
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0
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.0
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0 0 •
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4' MIN.
GATE POST DETAIL
D-1 SCALE: 112" = V-0"
GATE HINGE DETAIL
SCALE. 1 " = V-0"
VERTICAL 1'X6'
CEDAR BOARDS
STAGGERED ON
OPPOSITE SIDES
W/ I' OVERLAP
0
> oe
p W
Q
w
U
Z
=
n l7
W
W
IU
w =
�
z
w
ID
PROPOSED GRADE
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F
G E N E R A L N 0 T E S
1, ALL C❑NSTRUCTI❑N SHALL BE IN ACCORDP WITH
ALL CITY OF DURHAM CODES & ❑RDINANCE�.
2, EXPOSED CEDAR BOARDS, POST, AND RAILS ❑
BE PAINTED OR STAINED AS DIRECTED BY 1riE
OWNER'S C❑NSTRUCTION REPRESENTATIVE.
3, DEPTH OF F❑❑TINGS SHALL BE IN ACCORDANCE WITH
CITY OF DURHAM CODES & SHALL BE C❑NFIRMED
BY S❑ILS ENGINEER PRI❑R TO C❑NSTRUCTI❑N.
4, SEE SITE PLANS FOR LOCATI❑NS OF DUMPSTER
ENCLOSURES,
5, WALL HEIGHT TO BE A MINIMUM OF SIX INC ES
ABOVE DUMPSTER.
23'-0'
6'6' 10'-3' 6' 10'-3' 6'6
EDGE OF CDNC PAD
ID
�D
• • T� •
GUARD POST (4 EACH)
\T,�AS4 ( I CA)NBPKRD
DJIM/PS R DV4PS\F�R
o
I
GATE POST <4 EACH)
I
,
PEDISTRIAN
ENTRANCE
6'X6'X'I' FENCE
POST (6 EACH)
I
1
N
w
%
a
W
>
DOUBLE GATE (2 EACH)
>
5' CONCRETE PAD WITH REINFORCING FIBERS —�
EDGE OF CDNC PAD
DUMPSTFR FAICI nS/IRF" Az r,nA11'PrTT- PAn Ai AA1
SCALE: 114" = V-0"
22'-0'
6' I 10'-3'
10'-3'
DUMPSTER ENCLOSURE — FRONT ELE VA TION
-� SCALE: 114" = V - 0"
NOTE:
CONTRACTOR SHALL VERIFY SIZE OF DUMPSTER TO BE USED FOR THE
6'
DUMPSTER DETAIL
CONSTRUCTION REVISIONS
RICE &
ASSOCIATES
CIVI L
ENGINEERING
& SURVEYING
116 New Edition Court
Cary, North Carolina 2751
Voice: 919.462.E' T74
Fax: 919.4E 2.8; '17
ri(eassociate )@ `--cc
uu.,
SExt
400,
,..
DEVELOPER:
JSS
WILMINGTON,
LLC
104 Brittany Place
(ary, NC 27511
919. 319. 1921
SITES:
Lot 2
ID# 5009-005-040-000
2.21 Acres
255 Eastwood Road
Wilmington, N(
f ROJECT:
Country Inn
Suites Hoto l
SITE
IMPROVEMENTS
JANUARY 27, 2000
DRAWING
D=4
S:\AADWG\Chhabra\Wilmington\DUMPSTER.dwg Wed Dec 01 09:20:53 1999 Ted @ Rice 6 Associates