SW8040727_APPROVED PLANS_20040913

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�Z�
DOC TYPE
❑ CURRENT PERMIT
I�APPROVED PLANS
1.
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

STORMWATER
PERMIT NO. .
D1VISlON CODING SHEET
RESCISSIONS
FDOCTYPE ❑ COMPLETE
DATE OF ❑
RESCISSION YYYYMMDD
FILE HISTORICAL.

/'IV
WARD DISTRIBUTING CO., INC.
DEED BOOK 755 PAGE 114 8'CHAIN Lll J FENCE QQ�
\� �k PARCEL ID# R04913-009-016-000 1.09' FRO PROPERTY LINE
N004655"E 160.93 S81.10'39"E 17.54'
- (N0�4@46'30"E 160.92') CMF x (S77'38'51 "E 17.49') `\AV
IPF ��
5' SETBACK LINE DITCH \V0
v CMF - -
•,�^ IPF
h N00.43'09"W 119.75'
(NO3'23' 17"E 118.84')
INN
El
NEW HANOVER COUNTY
BOARD OF EDUCATION
BLOUNT ELEMENTARY SCHOOL
BOOK 486 PAGE 547
PARCEL ID# R04913-009-002-000
Address a Plan
�.� G ,` ` TRACT "B"
8'CHAIN LINK �`��._ •�P� fo1 ETENTIO ( MAP BOOK 39 PAGE 181
FENCE 0.69' FROM ' `: p, qQ BASI #2 PARCEL ID#R4913-009-022-000z
PROPERTY LINE k� � '�'Q�'9.p>,` ��, I I 104,743 SO. FT.
2.40 ACRES
W20-
q.
Lm
.. .�..� \ I I ' V\ \U/`L 7
tp
(!
c�D tD 1:...: '
s =11
..� 1
tiN � •b1
N Co Co
DESIGNERS CERTIFICATION
�' I'' . •I ` ' I m rn "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN
8 � '
r I wo wo PREPARED IN ACCORDANCE WITH THE LATEST
I WILMINGTON STANDARDS AND SPECIFICATIONS
FOR STORMWATER MANAGEMENT AND CHAPTER
KATHRYNE DANIEL J� �� I � f 20 OF THE CODE OF ORDINANCES OF THE CITY
0 ,�.G.., ' OF WILMINGTONj-dh-�t'j;j
DEED BOOK 1766 PAGE 1074 ►.� c I I j
I
PARCEL ID# R04913-009-020-000 "PRINTEDRNAM D TITLE•
'' 1 oAmd S-S PC
s
I HC DATE: 7 ° REGISTRATION NUMBER: 14
.. .• .I � VAN
I ACCESSIBLE
I
2• 6 �
V\
TBM RAILROAD SPIKE SET
IPF IPF O7 L3 ';: i +C IN 24" LIVE OAK ELEV=41.00'
S01'21'12"W 20.98'
(S05*17'41 "W 20.95')
C `C1 1 5
�' °" -�'-- �.� - ---'--5°PFiALT CONTIIVIJST~ 5�
8'CHAIN LINK FENCE
1.65' FROM PROPERTY LINE _-._. _B _j_______----Y--._--_____,.�_ `_______________t_-___ 1
0/0
IDA MAYHEW ZOO f
DEED BOOK 1150 PAGE 1536 q'wo. l 60' n 60' Ay
I
DEED BOOK 1088 PAGE 410 �+w I I N 1 4` CHAIN L I lStO� ''
PARCEL ID#RQ4913-009-019-000 IPF X
(A _ L
CCoocoo � WET DETENTION \�3 6
11 i BASIN #1 I . L5 - - - - - - - - - L1
STORAGE SHED
OVERHANG 1.67' FROM
PROPERTY LINE
IPF
X X ---
8 WOOD PRIVACY FENCE
6.38' FROM PROPERTY LINE
VANCAMPEN k� drip
MAP BOOK 27 PAGE 72
DEED BOOK 2226 PAGE 864
PARCEL ID# R04913-009-001-000
dS M�SI
STAKING NOTES.
1. WRITTEN DIMENSIONS PREVAIL OVER GRAPHIC. DO NOT SCALE
DRAWINGS UNLESS OTHERWISE NOTED.
2. TYPICAL DIMENSIONS
WALK WIDTH: 5'-0" {UNLESS OTHERWISE NOTED}
PARKING SPACES: ,,(UNLESS
X 18'-0"L (UNLESS OTHERWISE NOTED)
DRIVE WIDTHS: 24'--0"
3. DIMENSIONS ARE MEASURED TO THE EDGE OF PAVING/FACE OF CURB
UNLESS OTHERWISE NOTED.
4.. THE SURVEYOR SHALL CHECK THE BUILDING LAYOUT FOR THE PROPER
SETBACK FROM THE PROPERTY LINES. RIGHT-OF-WAY EASEMENTS, AND
SETBACKS. UPON THE DISCOVERY OF ANY DISCREPANCY, THE CONTRACTOR
MUST NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION.
5. BOUNDARY INFORMATION IS BASED ON A SURVEY BY McKIM & CREED,
243 NORTH FRONT STREET, WILMINGTON, NC 28401 ENTITLED
"ALTA/ACSM LAND TITLE SURVEY OF DRIFTWOOD SITE PERPARED FOR
REGENCY DEVELOPMENT ASSOCIATES, INC." DATED OCTOBER 3, 2002.
6. DIMENSIONS TO THE BUILDING ARE TO THE BUILDING LINE AT THE FINISHED
GRADE (SEE BUILDING FOUNDATION PLAN).
7. ALL DRIVE PAVING RADII ARE A MINIMUM OF 5' UNLESS OTHERWISE NOTED.
RADII TO THE PUBLIC ROAD ARE 25'.
8. ALL RADII AT WALK INTERSECTIONS ARE 5' UNLESS OTHERWISE NOTED.
0
NC GRID (NAD 83)
1
PPROVAL DATE - OCTOBER 16, 2003
THE DEVELOPER AND THE CITY WILL NEED TO EXECUTE A CONTRACTUAL AGREEMENT FOR THE
PUBLIC WATER MAIN EXTENSION.
THE STORMWATER PLAN SHOULD BE MODIFIED TO COMPLY WITH SECTION 20 OF THE CITY CODE. ,
ALL REGULATED, SIGNIFICANT AND PERIMETER TREES MUST BE PRESERVED.
TREES DESIGNATED TO BE PRESERVED MUST BE PROPERLY PROTECTED DURING CONSTRUCTION.
THE SITE SHALL BE DEVELOPED ACCORDING TO THE APPROVED PRELIMINARY PLAN.
ALL CITY, STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED.
. APPLICANT WILL WORK WITH THE CITY STAFF TO IMPROVE THE TREE PRESERVATION PLAN.
I. WATER MAIN WILL BE RELOCATED AWAY FROM THE LANDSCAPING ISLAND. ! k
APPLICANT WILL WORK WITH CITY STAFF TO PROVIDE ADEQUATE EMERGENCY ACCESS TO ALL
ARFA-q OF TWF RrTF_
WNER'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:
VICINITY MAP
NTS
1 ,
' PLAN NOTES
~ O1 NEW HANDICAP RAMP INSTALLED PER
CITY OF WILMINGTON STANDARDS.
! ,
REMOVE EXISTING CURB AND GUTTER.
-co- j O REMOVE EXISTING SIDEWALK.
® NEW GAZEBO. SEE ARCHITECTURUAL
3 DRAWINGS.
0 j OS REMOVE EXISTING ASPHALT DRIVE.
l �6 NEW SIDEWALK CURB. SEE DETAIL 4,
TBM SHEET C--4.
60d NAIL SET IN
34" PQ7 NEW DUMPSTER PAD. SEE DETAIL 5,
ELEV 4NE0.9 3' SHEET C-4.
N24.06'38'W 36.26'
N20.07' 15"W 36.26')
DITCH
DITCH X X X X X
S00.02'43"E 596.02' X
(SO3.57'38"E 596.46') S79.14'52"E 65.54' -
8' WOOD PRIVACY FENCE (S75'56'57"E 65.54')
5.83' FROM PROPERTY LINE � POINT OF BlEaMM
DEVIPRYA 0 N 181481.1437
MAP BOOK 27 PAGE 72 /� E 2332844.7991
DEED BOOK 2165 PAGE 726 \\�
PARCEL ID# R04913-009-001-001 . -
GRAPHIC SCALE
STAKING PLAN 30, 0 30, 60,
C 1 C SCALE : 1 " = 30'-0" IN FM
Iinch =30&
DRIVE CENTERLINE TABLE
LINE
LENGTH
BEARING
L1
460.53'
S
L2
76.86'
W
L3
15.00'
S
L4
51.86'
E
L5
40.00,
N
CURVE TABLE
CURVE
RADIUS
CHORD LENGTH
CHORD BEARING
C1
25.00'
35.36'
S 45'00'00" W
C2
25.00'
35.36'
S 45'00'00" E
C3
35.36'
N 45.00'00" E
SITE DATA
1
r
ZONING: 0&1 (OFFICE & INSTITUTIONAL) \
a
PARCEL ID#: R4913-009-022-000
LOT SIZE: 2.40 ACRES (104,743 SF)
USE: MULTI -FAMILY (18 LIVING UNITS)
BUILDING HEIGHT: 12 FT.
ONE STORY - WOOD FRAME CONSTRUCTION
AREA COVERED BY BUILDINGS: 12,214 SF
AREA OF PAVED DRIVES, PARKING & WALKS: 32,625 SF
NUMBER OF PARKING SPACES PROVIDED: 28
NUMBER OF HANDICAP SPACES PROVIDED: 3
NUMBER OF PARKING SPACES REQUIRED: 25
TOTAL IMPERVIOUS SURFACE AREA: 44,839 SF
MAXIMUM ALLOWABLE LOT COVERAGE:
PERCENTAGE OF LOT COVERED BY BUILDING
(FLOOR AREA RATIO): 11.64%
PERCENTAGE OF IMPERVIOUS SURFACE AREA: 42.8%
LOCATION: WILMINGTON, NORTH CAROLINA
WETLANDS: NONE ASSOCIATED WITH THIS PROJECT
1 ® NEW WALKING PATH. SEE ARCHITECTURAL
DRAWINGS.
�9 NEW DRIVEWAY. SEE DETAIL 8, SHEET C-4.
I r
J LEGEND
45 B, PROPERTY BOUNDARY
RIGHT OF WAY
D ! PROPERTY SETBACK LINE
SETBACK UTILITY TRANSFORMER
SE�
LINE ;� HC
I C�HANDICAP PARKING SPACE W/SIGN
(SEE DETAIL 8, SHEET C-4)
YARD LIGHTING (BY CP&L)
BENCHMARK
D1 \-
LsCVIZ
MF �4523
NORT181533.8000+�'
EAST 2332892.2680 �%SPCA1901l1r`AE�''r''�BL"�'��.�. �\,R� �¢
�.
ELEV= 36.65 rltl+!'+tr`ar� ...,.,�.,r►i#
�+F�'1�i.ir��IYii,ialllv`li�:i
[ 3- .56P - Zcx)+ 2 ��
GENERAL TRAFFIC NOTES ,
1. CONTACT TRAFFIC ENGINEERING AT [phone] 48
HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY.�'�i
2. ANY BROKEN OR MISSING SIDEWALK PANELS MUST BE
REPLACED.
3. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES) STANDARDS.
4. IF DRIVEWAY IS TO BE ASSIGNED A STREET NAME, CONTACT
RICHIE BROWN WITH TRAFFIC ENGINEERING TO REQUEST
INSTALLATION OF TRAFFIC AND STREET NAME SIGNS AS SOON
SITE IS OPEN TO PUBIC TRAFFIC. PROPOSED STREET NAMES
MUST BE APPROVED PRIOR TO INSTALLATION OF STREET
NAME SIGNS.
THE CONTRACTOR SKALL CONTACT NC
ONE -CALL (UTILITY LOCATING SERVICE)
BEFORE BEGINNING EXCAVATION
FINAL CONFIGURATION SUBJECT
TO VERIFICATION OF UTILITY SERVICES
DECEIVED
JUL 3 0 2004
SEAL
7466 =
�YARX`
frft
C LP
a P
FENNER & PROFFITT,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
[e-mail]
Driftwood
Limited Partnership
Driftwood
3805 Princess Place Drive
Wilmington, North Carolina
New Hanover County
01-ut00
July 2004
Z�Le7
IDWOl&vlew
28 April 2004
5
Issued for Approval
Q31
Marc, 2004
4
Clty Comments
Q12
February 2004
City Corrxnents
Q04
February 2004
2
Cfty convnwft
Q30
July 2003
1
Parma/Review
DATE: 30 October 2002
ISSUED FOR: Penmlt/Conetr�
Staking Plan
C-1
TOTAL SHEETS M SET - CHECKED BY:
Wu ii�AWr ins
Copyright 2002 Ross/beakard ArcKtecfx PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114 Raleigh, North Corolina 27615 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]

WARD DISTRIBUTING CO., INC.
DEED BOOK 755 PAGE 114 8'CHAIN LI�I FENCE
' PARCEL ID# R04913-009-016-000 1,09' FROP PROPERTY LINE TEMPORARY SEDIMENT TRAP #2 NEW HANOVER COUNTY
S81'10'39"E 17,54' Q10=2.80 CFS BOARD OF EDUCATION
{N04'46'30"E 160.92'` ', x (S77'38'S1".E 17.49') As-900 FT2 BLOUNT ELEMENTARY SCHOOL GE 547 NC GRID (NAD 83) � EXISTING DRAINAGE
) CMF - ,� _ _ - - - - V-1,800 FT3 EXISTING DRAINAGE PARCELS DOK486 R04913A 009-002-000 DITCH 6
... �..� 6, � ,,,,,, ,�L..._ ��, _ ----------
-39- - - - - - - - - DITCH © #
IPF _ - - - ---
_ - _�__---_-_= QrrcH0100 -
IPF !
X C.O.
0 � 40, � X � � ��'1 .•7$45� WET DETENTION BASIN #2
17
, (NO3 23 � ) j SEE SHEET C_ 6.3
-
r G� I& S,
' TRACT 0B It
8'CHAIN LINK ,' ' P �w 1 'p MAP BOOK 39 PAGE 181
FENCE 0.69' FROM ,�'���p�° .,. I PARCEL ID#R4913-009-022-000
PROPERTY LINE �1 ' w` �i ,�• G� q r
G• F A !� 104,743 SQ. FT.
�► ' ��� iyc��j� i 2.40 ACRES
YI#2
` ^ _ 40.00 Oo ►�`� ate. . \
N N 2
Gfl y ,
.ItO 00 r DESIGNATED
V. N� � JB#3 40 � Cis rr � WALKING PATH
JL 39. ,y 40.00 n ►
NZ
OD 00
A O
r \ to Z ,`\, qp 00 �� m a: Chit
+ � rn 1� G�! 1,,Q pip I + N /S CERTIFICATION OWNER'S/DEVELOPER'S CERTIFICATION 4 OUTFLOW/FLARED END SECTION FROM
►► ► \ �+ �AY1 40.00 ♦ y DES
IIGNER
# 40. 0 L' ( " YARD INLET #4. SET OUTFALL AT ELEV
y " I HEREBY CERTIFY THAT THIS PLAN HAS BEEN I/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING, 36.50 FT.
►► it` �, + o o PREPARED IN ACCORDANCE WITH THE LATEST CONSTRUCTION OR DEVELOPMENT, OR ALL OF THESE, 1
` ' \ 0.0 �'< a►-" WILMINGTON STANDARDS AND SPECIFICATIONS WILL BE DONE PURSUANT TO THIS PLAN AND THAT THE jjjf 5� OUT FLOW DEVICE -SEE DETAIL 1,
Q, FOR STORMWATER MANAGEMENT AND CHAPTER APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND SHEET C-6.2.
��� ` , ♦ �`��p�o _ _��` ��% 20 OF THE CODE OF ORDINANCES OF THE CITY REQUIREMENTS OF THE CITY OF WILMINGTON, THE STATE 6 DEBRIS IN THE DITCH AND THE AREA
KATHRYNE DANIEL OF WILMINGTON. OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND r- O
DEED BOOK 1766 PAGE %1074 \r �� �F ►► 40.50 J ITS AGENCIES ARE HEREBY MADE PART OF THIS PLAN." w 3 AROUND THE CULVERT SHALL BE HAND-
PARCEL ID# R04913-009-40 000 ,c ,, t SIGNATURE:
v u CLEARED TO ESTABLISH FLOW PATH.
! PRINTED NAME AND TITLE: SIGNATURE: \ J
, 37•85 DATE: REGISTRATION NUMBER: PRINTED NAME AND TITLE: w
r !F .00 , + DATE: o 1
s`lt r# x GAZEBO
zo TBM ur LEGEND
0
IPF IPI
S01'21'12"W 20,98' I
(S05*17'41 "W 20.95')
8'CHAIN LINK FENCE
IDA MAYHEW
DEED BOOK 1150 PAGE 1536
--AN-9-
DEED BOOK 1088 PAGE 410
PARCEL ID#RO4913-009-019-000
WET DETENTION BASIN #1
SEE SHEET 6.3 cru>% #
1.65' FROM PROPERTY LINE
zcn
v0°00
irnco
i
�rn I
� 1
38.25 38.85
38.00
�1t
i
i I"I
L
38.
CATCH BASIN SCHEDULE
MARK
TOP ELEV. INVERT
REMARKS
YI #1
39.60
38.25
YI #2
39.60
38.25
JB #3
40.00
38.00
YI #4
38�85
37.00
OUTFALL
36,50
RIPRAP 0 F.E.S.
PLAN NOTES
DROP INLET
RIM=37.75'
INV IN=34.15' \ �, EXISTING STORM WATER PIPE TO REMAIN.
2� OUTFLOW FROM WET DETENTION BASIN #1.
EXTEND GRASS SWALE TO EXISTING DITCH
AT EAST PROPERTY LINE.
1 �3 OUTFLOW FROM WET DETENTION BASIN #2.
J EXTEND GRASS SWALE TO EXISTING DITCH
AT WEST PROPERTY LINE.
ELEV=40.25 -} 60d NAIL SET IN I li.}
Lij Z � 34" PINE 4-�-•-- - - - PROPERTY BOUNDARY
TBM RAILROAD SPIKE SET 00 ELEV=40,93'
fay IN 24" LIVE OAK ELEV=41.00' Q j - - RIGHT OF WAY
w_
• o EE PROPERTY SETBACK LINE
x z N24.06'38"W 36.26' - - - 44-- - - EXISTING GRADE CONTOURS
v
+ 3 .75 CHILD DEVELOPMENT CENTER ( ) N20.07'15"W 36.26' FINISH GRADE CONTOURS
\\ MAP BOOK 39 PAGE 181 I j �-
TRACT A GRASS -LINED SWALE
PARCEL ID# R4913-009-017-000 x � , � , F_ _ w,; r
♦ 38.00 SPOT ELEVATION TO FINISH GRADE
IPF
45#X X SILT FENCE
4' CHAIN LINK FENCE " ' - , IPS\` `g�8
N00'03 25 E 3�1.53 INV IN=34.35
_ X X ) WEIR ELEVATION=34.93 1• f TEMPORARY SEDIMENT TRAP -
IPF9l067 ter,_ \
♦ 3 75 , f SEE DETAIL, SHEET C-6
► 0000 �• + 3t�•45 40.00
►
►� `� 2 � t 39,50 ♦ 39.90 ♦ 40.30 ►�` ♦ 40.70
STORAGE SHED 5 a (HP) - J
OVERHANG 1.67' FROM,+ o _ _ _ - IN=33.93 PROPERTY LINE ',� _ 3_ _ _ _ _ -=-----_- - - -- �`�--3
- - - - - _ - - - - - -ir. alp- -�� - _-�� -�� �� -� -�� - 7- - - - - _ _ _ rrr� ter_ - -* - - - - - - - _ _ �-� - -_ �rir-0I-
r.�r
-.-_----------- X------------DITCH X ------_-___=X--___X-9 -- - - - - --X ------9�---;=_ �- --------------- X--------_____- r
TEMPORARY SEDIMENT TRAP 1 S00'02'43"E 596.02' ` `37- - - - - - - - - + - - -,�
# L EXISTfI�G- D�AIItlAGEn - � RDCK �� - - � , ROCK -�6 - -.'
Q10=2.80 CFS (S03'57'38"E 596.46) ROCK DITCH V CHECK ' ��,� .�f , -CHICK S79' 14'52"E 65.54'
8' WOOD PRIVACY FENCE As=900 FT2 CHECK 8' WOOD PRIVACY FENCE DAM DAM (S75'56'57"E 65.54') 18"
6.38' FROM PROPERTY LINE V=1,800 FT3 DAM 5.83' FROM PROPERTY LINE PLASTIC
-
- - ' - _ _ _ POOF �VMW -
VANCAMPEN DEVIPRYA -3�r ' INT N 1 a1481.1437 _�7
MAP BOOK 27 PAGE 72 MAP BOOK 27 PAGE 72 E 2332844.7991
DEED BOOK 2226 PAGE 864 DEED BOOK 2165 PAGE 726
PARCEL ID# R04913-009-001-000 PARCEL ID# R04913-009-001-001
�� GRAPHIC SCALE ►
GRADING DRAINAGE AND EROSION ' so, 1
C2� CONTROL PLAN SCALE : 1" = 30'-0"IN fzn
i inch = 30 ft.
SEEDINGGRADING NOTES TEMPORARY SCHEDULE -
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN
STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED. BUT IN NO CASE MORE THAN FIFTEEN (15) DAYS
AFTER WORK HAS CEASED.
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY
(7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS ONE-HALF
INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED
4. CLEAR THE AREAS TO BE GRADED OF ALL VEGETATION. REMOVE ALL DEBRIS
FROM SITE.
5. STRIP ANY TOPSOIL TO THE FULL DEPTH IN THE AREAS TO BE GRADED
AND STOCKPILED. REDISTRIBUTE TOPSOIL EVENLY OVER THE NEW LAWN
AREAS UPON THE COMPLETION OF CONSTRUCTION,
6. PROTECT ALL TREES BEYOND THE LIMIT OF GRADING LINE FROM ANY
GRADING OR EQUIPMENT DISTURBANCE.
7. COMPACT ALL FILL AREAS TO A MAXIMUM DENSITY AND MOISTURE
CONTENT: WITHIN STRUCTURE AND PARKING AREAS - 95% OF MAXIMUM
DRY DENSITY, WITHIN PLANTING AREAS -- 90% OF MAXIMUM DRY DENSITY.
REEFER TO SECTION (SPEC 02200) OF THE PROJECT MANUAL FOR ADDITIONAL
AS NECESSARY.
8. ALL BANKS AND SWALES SHALL BE SIDED WITH NO GREATER THAN A 4:1 SLOPE.
9. ALL GRADING MUST HAVE ADEQUATE SURFACE DRAINAGE SO THAT NO
STANDING WATER, PUDDLES, OR WET LAWN AREAS OCCUR. THE CONTRACTOR
SHALL CORRECT ALL SUCH AREAS.
10. SPOT ELEVATIONS ARE TO THE FINISHED GRADE.
11. BOUNDARY INFORMATION IS BASED ON A SURVEY BY McKIM & CREED,
243 NORTH FRONT STREET, WILMINGTON, NC 28401 ENTITLED
"ALTA/ACSM LAND TITLE SURVEY OF DRIFTWOOD SITE PREPARED FOR
REGENCY DEVELOPMENT ASSOCIATES, INC." DATED OCTOBER 3, 2002.
WINTER AND EARLY SPRING -SEEDING DATES: DEC. 1 - APRIL 15
SPECIES RATE (LB/ACRE)
RYE - GRAIN 120
*ANNUAL LESPEDEZA (KOBE) 50
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER
IS NOT TO EXTEND BEYOND JUNE..
SUMMER SEEDING DATES: APRIL 15 - AUGUST 15
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL - SEEDING DATES: AUGUST 15 - DEC. 30
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
SOIL AMENDMENTS
3 0'
00
0
INLET PROTECTION
SETBACK
13
0
SEE DETAIL, SHEET C-6
.00
LINE
��
: 38.00
r r 1
1
CONSTRUCTION ENTRANCE
RIM=37.57'
SEE DETAIL, SHEET C-6
INV=34.06'
.�
� ...� �...
LIMIT OF DISTURBED AREA/
f RIM-37,94;
CLEARING LIMITS
INV=34,04
DS
DOWNSPOUT - SEE
! ► ^�
ARCHITECTURAL DRAWINGS
DRIv�
RD
ROOF DRAIN PIPING
�-
ROCK CHECK DAM
MF 45
NORTH 181533.8000
EAST 2332892.2680
ELEV= 36.65'
Tj
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING OR MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE - WINTER - SUMMER
REFERTILIZE IF GROWTH 1S NOT FULLY ADEQUATE. RESEED, REFERTILIZE
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
MAINTENANCE - FALL
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE
KOBE (PIEDMONT AND COASTAL PLAIN).
©Copyright 2002 Ross/Deckord Architects, RA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone]
THE CONTRACTOR SHALL CONTACT NC
ONE -CALL (UTILITY LOCATING SERVICE)
BEFORE BEGINNING EXCAVATION
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING PERMIT
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, TEMPORARY DIVERSIONS,
ONLY AS NECESSARY TO INSTALL THESE DEVICES, PROTECT ALL EXISTING
VEGETATION TO REMAIN IN PLACE.
3. CONTACT NEW HANOVER COUNTY FOR AN ONSITE INSPECTION, IF
APPROVED, BEGIN CLEARING AND GRUBBING.
4. MAINTAIN DEVICES AS NEEDED, ROUGH GRADE THE SITE. PROTECT
INFILTRATION BASIN DURING INITIAL CONSTRUCTION, EXCAVATION FOR
BASINS SHALL NOT BEGIN UNiTL GRADING IS COMPLETE AND STONE
BASE HAS BEEN INSTALLED.
5. STABILIZE THE SITE AS AREAS ARE BROUGHT UP TO THE FINISHED
GRADE WITH VEGETATION, PAVING, MULCH OR STRUCTURES.
6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL FOR AN INSPECTION.
7. IF THE SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT
FENCING, SEDIMENT BASINS, ETC., AND SEED, OR PAVE ANY RESULTING
BARE AREAS.
FINAL CONFIGURATION SUBJECT
TO VERIFICATION OF UTILITY SERVICES -
Ross
9
�0 10,
s SEAL
= 7466
O'�•`:NG I NF�`:�, artX
7y"��
9 D
FENNER & PROFF ITT,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
[e-mail]
Driftwood
Limited Partnership
Driftwood
3805 Princess Place Drive
Wilmington, North Carolina
New Hanover County
7 July 2004
B
DWO Review
0
26 April 2004
5
ieeued for Approval
Q31
March 2004
4
City Comments
Q12
February 2004
3
City Comments
04 February 2004
2
City Comments
0
30 J* 2003
1
PernlitlRevbrr
DATE: 30 October 2002
ISSUED FOR: Permit/Conshvction
Grading, Drainage
and Erosion Control
Plan
C-2
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IPF
A 1
WARD DISTRIBUTING CO., INC.
DEED BOOK 755 PAGE 114 8'CHAIN Ll� FENCE
PARCEL ID# R04913-009-016-000 1.09' FRO PROPERTY LINE
N ' -' - - - - S81010'39"E 17.54'
(N04046'30"E 160.92') '� x (S77-38'51 "F 17.49')
CMFIcn
5' SETBACK
�39- _ I ` - DrrCH
CMF '``-'--s�---------_�WN
' IPF
C.O. ---I
N00'43'09"W 41 .75'-'
NO3'23' 17"E 1 .$
' 1
FA
8'CHAIN LINK• `.TRACT -
•MAP BOOK 39 PAGE 181
FENCE 0.69' "ROM
PARCEL ID#R49113-009-022-001
PROPERTY LINE
104,743 SQ. Fr.
2.40 ACRES
• I ''
I
O
�
N
N W 'r�
t ,
r
�d
+
- KATH RYN E DAN I EL ' j
,
DEED BOOK 1766 PAGE%1074
'
' `,r
. PARCEL ID# R04913-009-00-000
, �
r
IPF
S01'21'12"W 20.98'
(S05617'41 "W 20.95')
8'CHAIN LINK FENCE
i
1.65' FROM PROPERTY LINE
IDA MAYHEW
Co
DEED BOOK 1150 PAGE 1536
--AND-
cow
DEED BOOK 1088 PAGE 410
4rn
PARCEL ID#RO4913-009-019-000
w
0
b),C)
NEW HANOVER COUNTY
BOARD OF EDUCATION
BLOUNT ELEMENTARY SCHOOL
BOOK 486 PAGE 547
PARCEL ID# R04913-009-002-000
NC GRID (NAD 83)
r
CONDITIONS OF APPROVAL
APPROVAL DATE - OCTOBER 16, 2003
1. THE DEVELOPER AND THE CITY WILL NEED TO EXECUTE A CONTRACTUAL AGREEMENT FOR THE
PUBLIC WATER MAIN EXTENSION.
2. THE STORMWATER PLAN SHOULD BE MODIFIED TO COMPLY WITH SECTION 20 OF THE CITY CODE.
3. ALL REGULATED, SIGNIFICANT AND PERIMETER TREES MUST BE PRESERVED.
4. TREES DESIGNATED TO BE PRESERVED MUST BE PROPERLY PROTECTED DURING CONSTRUCTION.
5. THE SITE SHALL BE DEVELOPED ACCORDING TO THE APPROVED PRELIMINARY PLAN.
6. ALL CITY. STATE AND FEDERAL REGULATIONS SHALL BE FOLLOWED.
7. APPLICANT WILL WORK WITH THE CITY STAFF TO IMPROVE THE TREE PRESERVATION PLAN.
8. WATER MAIN WILL BE RELOCATED AWAY FROM THE LANDSCAPING ISLAND.
9 APPLICANT WILL WORK WITH CITY STAFF TO PROVIDE ADEQUATE EMERGENCY ACCESS TO Al
i
i
S RIM=38.10'
INV=33.16'
DROP INLET
RIM=37.75'
INV IN=34.15' ! 3
IAREAS OF THE SITE. I
!
1
INVERT= D c�,+w DESIGNER'S CERTIFICATION QWNER'Sf EVELOPER'S CERTIFIC TT
06�C �� 3667 IA LW "I HEREBY CERTIFY THAT THIS PLAN HAS BEEN "I/WE HEREBY CERTIFY THAT ANY CLEARING GRADING
Woo PREPARED IN ACCORDANCE WITH THE LATEST CONSTRUCTION OR DEVELOPMENT, OR ALL OF THESE, 1
9-'` G I WILMINGTON STANDARDS AND SPECIFICATIONS WILL BE DONE PURSUANT TO THIS PLAN AND THAT THE j
FOR STORMWATER MANAGEMENT AND CHAPTER APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND
P ro 20 OF THE CODE OF ORDINANCES OF THE CITY REQUIREMENTS OF THE CITY OF WILMINGTON, THEkSTATE
~� w OF WILMINGTON." OF NORTH CAROLINA AND THE FEDERAL GOVERNINT AND �
ITS AGENCIES ARE HEREBY MADE PART OF THIS BAN."
vlei SIGNATURE: U
INVERT=38.00 PRINTED NAME AND TITLE: SIGNATURE: \
DATE: REGISTRATION NUMBER: PRINTED NAME AND TITLE: Ind
Z
C. fi , DATE: o :2
GAZEBO Zo TBM
o
ELEV=40.25 a J 60d NAIL SET IN
'' a "TBM RAILROAD SPIKE SET Z � 34" PINE
00 ELEV=40.93'
P� MH-D , ��� IN 24" LIVE OAK ELEV=41.00z o
t \ O Lt.l J �?
L5= w
O► 00
z N24'06'38"W 36.26'
CHILD DEVELOPMENT CENTER C5 (N20'07' 15"W 36.260) o
5: 1,..
MAP BOOK 39 PAGE 181 Lu
TRACT "A"
,I PARCEL ID# R4913-009-017-000 x ,' I►` �.; ,k _ �„w�
U a a - 10' NON -MUNICIPAL ��, _ =` `� IPF
I ' 7 EASEMENT 4' CHAIN LINK FENCE " 4,5B
_ IPF X X N00 03 25 E 370.53 INV IN=34.35 IPS
X(NO3'S7 39.E 370.6�WEIR ELEVATION=34.93'
r ` ,I
Coco X� SS SS SS SS - - _ SLACK
-C
F` aaan.---------------------------
REMOVE A_BANDONED--------------------------i-----MH-B--------�-
STORAGE SHED - - - !` ~ ~�'
OVERHANG 1.67' FROM ` 4 - _PQVI�ER POLE NV TN=33. MH-A !O !
PROPERTY LINE _
1 --- --- --- - - ____------- 3______________________ ____�_��--`---------------________-__________=__---_______-- ----- -
-38- -' - -3_ �_ - Y =37 38- - _ bjt&i� - = r
-_- - - - - - � - � � �� f_������ - ` _ RIM=37.57'
X------------ X-----------DITCH- ----- _---_--=---X-s�----------------X--------9�-------- - = -- -----------��------------ INV=34.06'
X X
--8£__` S00'02'43"E 596.02' -=37�L-------------«---------f - -~ _ x�___- RIM=37.94;
" - - - -' 20 WATER LINE _ _ - - r INV=34.04
8' WOOD PRIVACY FENCE (SO3'57 38 E 596.46) �AEMENT �'3� ' - 879'14'52 E 65.54e " ' ,r
8 WOOD PRIVACY FENCE (S75'56 57 E 65.54) 18 w
r.
6.38 FROM PROPERTY LINE 5.83' FROM PROPERTY LINE , - - - - `,w PLASTIC ,OF K-amm
VANCAMPEN DEVIPRYA -35- - N 18.1481.1437
MAP BOOK 27 PAGE 72 MAP BOOK 27 PAGE 72 E 2332844.7991 �Y
DEED BOOK 2226 PAGE 864 DEED BOOK 2165 PAGE 726 CMF #45 0
PARCEL ID# R04913-009-001-000 PARCEL ID# R04913-009-001-001 NORTH 181533.8000
EAST 2332892 2680
PLAN NOTES
OALL UNDERGROUND UTILITY CONSTRUCTION SHALL BE INCLUDED IN THE SCOPE
OF OVERALL SITE DEVELOPMENT UNLESS SPECIFICALLY NOTED ON THE PLANS
TO BE PROVIDED BY OTHERS.
OCONCRETE PAD FOR UTILITY TRANSFORMER TO BE FURNISHED AND INSTALLED
BY CAROLINA POWER AND LIGHT.
OALL NEW WATER AND SEWER LINE CONSTRUCTION SHALL BE INSTALLED IN
ACCORDANCE WITH THE CITY OF WILMINGTON STANDARD SPECIFICATIONS.
CONTACT CITY PUBLIC UTILITIES DIRECTOR PRIOR TO BEGINNING WORK.
4� NEW 1" SERVICE TAP AT NEW WATER MAIN TO BE PROVIDED BY
UTILITY CONTRACTOR (TYPICAL FOR EACH METER).
ONEW 8" CUT -IN TEE AND VALVE TO BE INSTALLED IN EXISTING 8" WATER MAIN.
COORDINATE FINAL LOCATION WITH PUBLIC UTILITIES DIRECTOR.
®CONNECT TO PLUMBING WASTE 5'-0" OUTSIDE BUILDING LINE, FOR
CONTINUATION, SEE PLUMBING DRAWINGS.
O7 BACKFLOW DEVICE IN ABOVE GROUND ENCLOSURE.
®CONSTRUCT NEW MANHOLE AT EXISTING SANITARY SEWER. COORDINATE
FINAL LOCATION WITH PUBLIC UTITLITIES DIRECTOR.
! ELEV= 36.65'
GRAPHIC SCALE !
S
GENERA��� ��� 3.49'U UTILITY PLAN INV-31.69
C3 C SCALE : 1" = 30'-0" (IN FEET)
cinch =30fb
LEGEND
PROPERTY BOUNDARY
- - RIGHT OF WAY
PROPERTY SETBACK LINE
--�- WATER METER - SEE DETAIL, SHEET C-7
EW EXISTING WATER LINE
W NEW 8" D.I. WATER LINE
NEW 1" COPPER WATER SERVICE
(TYPE "K", SEE PLAN FOR SIZE)
ESS EXISTING SANITARY SEWER LINE
-SS NEW 8" PVC (SDR 35) SANITARY SEWER LINE
-•--BS- NEW 6" PVC BUILDING SEWER
UE NEW UNDERGROUND ELECTRIC SERVICE
I M METER BASE
EXISTING FIRE HYDRANT/VALVE
FH
0 UTILITY TRANSFORMER
j POLE MOUNTED AREA LIGHTING FIXTURE
40OW, 208V, 1 PH, HPS "SHOEBOX" WITH P.E.
SWITCH ON 25 FT SQUARE ALUMINUM POLE
POLE AND FIXTURE FINISHED DARK BRONZE
POWDER COAT POLYESTER. SEE DETAIL 3,
SHEET C-6.
W WV(2)
C1
CI
r
� a
Z
c�
w !
w
3 �
� o
co ►
rw'
0
V �
4 �!
o
co
w
W !
ti
/B
r
1
LU 1
JACK & BORE
UNDER ROAD
(SEE DETAIL 6,
SHEET C-6.0)
L UTILITY NOTES
1. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS
CONNECTION CONTROL REQUIREMENTS. CALL 343-3910
FOR INFORMATION.
2. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE
WATER METER BOX.
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL
COMPLY WITH THE CITY'S CROSS CONNECTION CONTROL
REGULATIONS. CALL 343-3910 FOR INFORMATION.
MANHOLE SCHEDULE
MARK
TOP ELEV.
INV IN
INV OUT
REMARKS
MH-A
38.00
32.05
32.00
TIE TO EXISTING LINE
MH-B
41.00
32.60
32.50
MH-C
39.15
34.55
34.45
MH-D
39.05
35.20
35.10
MH-E
40.00
-
35.70
7-
THE CONTRACTOR SHALL CONTACT NC
ONE -CALL (UTILITY LOCATING SERVICE)
BEFORE BEGINNING EXCAVATION
FINAL CONFIGURATION SUBJECT
TO VERIFICATION OF UTILITY SERVICES
,�•-- %,
' r��Orr p4
SEAL`
i 7466
109%GIrl6
•' •�
D M. 10
�'��n�nrrrti� X %
JIN
1)
FENNER & PROFFITT,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
fenprof®onebox.com
Driftwood
Limited Partnership
Driftwood
3805 Princess Place Drive
Wilmington, North Carolina
New Hanover County
7 July 2004
6
DWO Review
Q26
April 2004
6
bsued for Approve!
Q31
March 2004
4
CRy Comments
Q12
February 2004
3
city Comments
0
04 February 2004
2
CRY Coltnnw is
0
30 J* 2003
1
Perffa/Review
- DATE: 30 October 2002
ISSUED FOR: PWMVC0M&Uction
Utility Plan
C-3
TOTAL SHEETS IN SET - • 1 BY: DMK
©Copyright 2002 Ross/Dec*ard Architects, PA
Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: mail®rossdeckardorchitects.com Fax: [phone] Phone: [phone]
.. to - � t t � iT I' �., •. '�� - - •• � .. i .i - - 7�.!�el it.. �� i.i .,.y ' I_,
• `
Ross

50'-0" WIDTH VARIES
PUBLIC RIGHT--OF—WAY
8" MIN. STONE DEPTH--
NCDOT #57
WASHED STONE
TOP OF °O°O°�p�° O�0000p np�0 00Opoopo� o p�000po�ppo�op�p��oQ
op 004o�°�°O°° ao0�a0[�o��°�OO° oO�aOC�o �00 ° oo°�oOG°J�o�"°°° aot J°o
EXISTING GRADE/ °0°I�°O °o°O �°o°�°�°p000 C�o0 p°o °�00° �o0p0o On 000
FUTURE DRIVEWAY °O ° o 0 00 0 o 00000 0 0 0 °0 0 0 0 0� 0 o aoo 0 0 0 00
= I -1- 1-1III-1-IIII I 11- 11- 11 11=
=1 1=1-- 1-II--1 11=1 I 1=1 I I-i—I-I El I I= I I A= I I=11=I I 1= R_ I� I I � I IIII � I I, � i11 !� iIIII ;! 1 I F, I I,
- I11—III ill l;l III —III —III III III II! Ili —III fll Ili fli III ill I
NOTE:
1. THE MINIMUM WIDTH OF THE CONSTRUCTION ENTRANCE
IS TO BE 15', FLARED TO 25' AT ROAD.
2, THE ENTRANCE MUST BE MAINTAINED TO PREVENT
SEDIMENT FROM BEING DEPOSITED ON THE PUBLIC RIGHT
OF WAY.
3. PERIODIC WASHING OR TOP DRESSING OF THE STONE
SURFACE MAY BE REQUIRED.
TEMPORARY CONSTRUCTION ENTRANCE
C 2 C NOT TO SCALE
CARRY RIPRAP UP
SIDES OF SPILLWAY 1' MIN.
WASHED STONE
DEPTH VARIES— 2,
SEE PLAN FOR TOP OF BEAM
EXACT DEPTH MIN•
TOP ELEVATION OF STORMWATER_ _ -< 1FREEBOARD
FLO r _�1' FLOOD STORAGE ZONE AX MIN.
SEDIMENT STORAGE ZONE ,VAX 11
k"{= 3 MIN.
MIN. _ ITOTAL BASIN CAPACITY
SEDIMENT DEPTH
RIP —RAP
MAXIMUM LEVEL OF SEDIMENT
COLLECTED —CLEAN BASIN WHEN VARIES 8' MIN
THIS LEVEL IS REACHED
1' MIN.
SECTION THRU BASIN AND FILTER
CARRY RIPRAP UP
SIDES OF SPILLWAY
10'—O'
v
1' MIN. FREEBOARD
3' MIN. WASHED STONE
SECTION THRU BERM AND FILTER
A)
�o�y
PERSPECTIVE VIEW
C1
Z
TEMPORARY SEDIMENT TRAP DETAIL
NOT TO SCALE
A. BURY THE TOP END
OF THE JUTE STRIPS IN
A TRENCH 4 INCHES OR
MORE IN DEPTH.
B. TRAMP TRENCH FULL OF SOIL.
SECURE WITH ROW OF STAPLES.
10 INCH SPACING. 4 INCHES
DOWN FROM THE TRENCH. 10
C. OVERLAP — BURY UPPER END OF
LOWER STRIP AS IN 'A' AND V.
OVERLAP END OF TOP STRIP 4
INCHES AND STAPLE.
D. EROSION STRIP — FOLD OF
JUTE BURIED IN SILT TRENCH
AND TAMPED, DOUBLE ROW
OF STAPLES.
S:
CID
y v v
y y
:y
' y y
y y i' yy y
PLACE STAPLES 1 1 /2' TO 6'
APART AS REQUIRED TO KEEP
THE JUTE IN PLACE.
TYPICAL STAPLES
o #8 GAUGE WIRE
1 1/2"
E. OVERFALL
loll,
•,,,� , • ,•,•,;,,',
F. PRESS ENDS OF JUTE 4 INCHES INTO SOIL
AROUND STRUCTURES AND STAPLE SECURELY
CHANNEL STABILIZATION DETAIL
NOT TO SCALE
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE
HOOKED ONTO PREFORMED CHANNELS ON METAL
POSTS.
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TO WIRE W/ METAL
CLIPS OR WIRE AT 8" ON CENTER.
MAX. SEDIMENT STORAGE LEVEL. REMOVE SEDIMENT
WHEN THIS LEVEL IS REACHED OR AS DIRECTED
BY CONSERVATION INSPECTOR.
TO INCREASE STORAGE CAPACITY AND PROLONG
THE LIFE OF THE SILT FENCE, IT IS GENERALLY
ADVISABLE TO DIG A SEDIMENT PIT OR TRENCH
IN FRONT OF THE SILT FENCE WHENEVER POSSIBLE.
NATURAL GRADE
CARRY APPROX. 12" OF FABRIC INTO TRENCH,
COVER W/ SOIL AND TAMP BACKFILL.
CARRY 6" OF WIRE INTO TRENCH.
METAL CHANNELS ® 8' O.C. MAX.
TN SILT FENCE DETAIL
rI NOT TO s��
" INLET OPENING TO
BE 32 SQUARE
USE D.O.T. #57
WASHED STONE
GRAVEL TO BE NO 1/2"MESH WIRE
CLOSER THAN 3"
FROM TOP OF BLOCK PLACE AT LEAST ONE BLOCK
ON ITS SIDE IN EACH
FLOOD OVERFLOW BOTTOM ROW FOR DRAINAGE
2:1
PLACE 2 COURSES OF
® BLOCK AROUND INLET
POSTS SHOULD BE 3' DEEP MIN.
a
TEMPORARY BLOCK AND GRAVEL
DROP INLET PROTECTION
NOT TO SCALE
C/L
SWALE
1'-6" (MIN.
1'-6" (MIN.
3 3 011
GRASS -LINED SWALE DETAIL
a
p U
I X
N
SECTION B—B
6 CUL
•
G : �If r�y:��r��. •y. Ix� � r � •
PLAN VIEW
w1-n"
NCDOT CLASS 'B' RIPRAP
VEGETATED FILTER(WHERE SHOWN ON PLAN)
30'
..,,.JIMUM STONE THICKNESS (8"}
PROVIDE GEOTEXTILE UNDERLINER OR
4-(MIN) #57 WASHED STONE BEDDING MAT'L.
ERT OUTLET PROTECTION
W/ VEGETATED FILTER OUTLET NTS
RECFIVED
.SEP 0 7 7004
FENNER & PROFFM,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
(252) 237--4136
[phone] fax
fenprof®onebox.com
Driftwood
Limited Partnership
Drutwood
3805 Princess Place Drive
Wilmington, North Carolina
New Hanover County
Q30
AtIGIIST 20"
DWO OCIM ENTB
AB7.fly
2004
DWC ReMiew
April 2004
Z!�26
4
bKod for AppraM
March 2004
3Q31
CRY Cwnwds
12 Februsr„ 2004
2
CRY Ccrrrneryfs
Q30
Pa.. WpffAew
_ DATE: 30 October 2002
ISSUED FOR: PWnlitlCor@bucfbn
Erosion Control
Details
C-5
SHEET — OF —
DRAM BY: LS
TOTAL SHEETS HV SET —
CHECKED BY. DIIK
a@Copyright 2002 Ross/beckord Architects. GA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh. North Carolina 27615 E—Mail: maiMrossdeckardarchitects.com Fax: [phone] Phone: [phone] ROW L wkard AraVeacfg PA

ELEV = 38.00
EMERGENCY SPILLWAY OVERFLOW
DISCHARGE
ELEV = 37.75 y
TEMPORARY POOL - +r
ELEV = 37.00
PERMANENT POOL -= t
4" PVC
ELEV = 38.25
TOP OF BANK
/�- TRASH
/ RACK
'ELEVATION AT TIP OF PVC PIPE
' MUST BE AT 37.00
PVC END CAP W/1 " DIA 12" CMP
DRILLED HOLE. LOCATED C/L
OF HOLE 03" BELOW ELEV 37.00
(OR 36.75) ;; " . ELEV = 36.50
LOW FLOW
OUTLET
ELEV = 34.50
ELEV = 33.50
POND BOTTOM
ELEV = 38.00
6n 4' 0" 6"
01
41.
4'x4' CONCRETE
BASIN
4
MAINTAIN OUTLET
r VALVE IN "CLOSED"
POSITION FOR NORMAL
OPERATION
a '4
A.
- f 81f d *
° Via!- ' " d r' - a ; ♦,. ar
EMERGENCY SPILLWAY OVERFLOW
ELEV = 37.67 c7 DISCHARGE
TEMPORARY POOL = '.
ELEV = 37.00
4" PVC
TO DRAINAGE
DITCH
ELEV = 36.00
4" PVC
4'x4' CON
BAS I N
12
TRASH RACK --- MCNICHOLS TYPE "MFGI"
SECTION PLAN VIEW RECTANGULAR FIBERGLASS W/
, "x4" SLOT OPENING
OUTLET STRUCTURE DETAIL -BASIN #1
1
6.2 6. NOT TO SCALE
ELEV = 38.25
V W v ,V V k
TOP OF BANK
/-- TRASH
/ RACK
PERMANENT POOL - ELEVATION AT TIP OF PVC PIPE
MUST BE AT 37.00
PVC END CAP W/5/8"DIA 12" CMP
DRILLED HOLE. LOCATED C/L
OF HOLE 03" BELOW ELEV 37.00,\
(OR 36,75) ELEV = 36.50
4'_0" 6"
A
4'x4' CONCRETE
BASIN
4
LOW FLOW a MAINTAIN OUTLET
OUTLET VALVE IN "CLOSED"
POSITION FOR NORMAL
ELEV = OPERATION
34,50 44
ELEV = 34.00
POND BOTTOM
SECTION
Q'._n" R'--n"
TO DRAINAGE
DITCH
ELEV = 36.00
4" PVC
4'x4' CONCRETE --
BASIN
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6 4 0"
OUTLET STRUCTURE DETAIL -BASIN #2
ED
NOT TO SCALE
PLAN VIEW
1 6" 1
12
TRASH RACK - MCNICHOLS TYPE "MFGI"
RECTANGULAR FIBERGLASS W/
1 "x4" SLOT OPENING
I. LOCATION OF WHEELCHAIR RAMPS: GENERAL NOTES
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
II. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1".1" (12:1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40- (3'-4-). WIDTHS MAY EXCEED 40" IF NECESSARY.
3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION of THE PARTICULAR STREET,
III. ADDMONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402.
GUIDELINES FOR WHEELCHAIR RAMPS
SD 8-09
1/2" EXPANSION JOINT-%
BACK OF
SIDEWALK 1/4" PER 1' VAR STANDARD 2' CURB AND
0'-4" " GUTTER WITH 1 1 /4" R
6"
s
1 /2" EXPANSION JOINT
SECTION A -A
1 V-4"
BACK OF SIDEWALK 4'-0" 3'-4" 40--0"
VAR SLOPES NOT TO EXCEED 12:1 TOP OF CURB
12:1 GUTTER LINE
DEPRESSED CURB
LIMITS OF WHEELCHAIR RAMP
SECTION B--B
Z- 1/2" EXPANSION JOINT
SIDEWALK
4'-04
VAR
COR
VAR
VAR
1 MA>
CURBLOPE
RASS STRII
EPRESSE::1
WRR
SEE NOTE 2
2f
ERTICAL BREA
1N CURB
1 MIN
1%
FACE
SLOPE NOT TO
EXCEED 12:1
erg-v_��lrr
PLAN VIEW WHEELCHAIR RAMP
SEE N
VAI
y
OF CURB
TYPICAL LOCATION OF WHEELCHAIR RAMPS, PEDESTRIAN
CROSS WALKS & STOP BARS FOR TEE INTERSECTION
SEAL� .
7466
9
gone II
JVP
FENNER & PROFFITT,INC.
CONSULTING ENGINEERS
P.O. Bog 1265
125 W. Barnes Street
Wilson, N.C. 27893
(252) 22373 41383 fax
fenprof®onebox.com
JOB 22068
Driftwood
Limited Partnership
Driftwood
3805 Princess Place Drive
Wilmington, North Carolina
New Hanover County
Q30
AUGLW 2004
DWO 00MIll4TB
Q7
July 2004
DWO Retiisw
26 AprN 2004
4
beusd for Approval
QM
March 2004
3
CRY c mner>Ib
Qf2
February 2004
2
qly Cmnenb
30 J* 2003
1
rowa /Revlsw
DATE: 30 October 2002
r
ISSUED FOR: PerldliCorntrucllon
Stormwater Details
F CEIVED C
a 6.2
GUIDELINES FOR WHEELCHAIR RAMPS & DEPRESSED CURBS
BAFFLE DETAIL POND #2 SEP 0 7 2nOA
3 -
® 6.2 C6. z NOT TO SCALE S D - TOTAL SHEETS IN SET - CHECKED BY., DMK
r r 9y:
@Copyright 2002 RessAeckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Rood Suite 114, Raleigh, North Carolina 27615 E-Mail: mailgrossdeckardorchitects.com Fax: [phone] Phone: [phone] BOW Dolt &ra I'i1-c +wj* PA

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SPILLWAY
WET DETENTION BASIN #1
;6• SCALE 1" = 10'
NOTE: NUMBERS IN PARENTHESES IS LENGTH OF TANGENT LINE AT
PERMANENT POOL ELEV (37.00). MINIMUM CORNER RADIUS IS 3 FT.
6' WIDE VEGETATED
SHELF
TEMPORARY POOL ELEV=37.75(37.67)
PERMANENT POOL ELEV=37.00 37.00
3.1'•1
36.00 36.00
BOTTOM
33.5(34.0
;1 POND SECTION.
dC6.4 NOT TO SCALE
38.00 TOP
OF BANK
NOTE: FIRST ELEV=POND #1, SECOND ELEV IN PARENTHESIS=POND #2
GENERAL NOTES
O THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN
PRESENT ON THIS PROPERTY.
TREE PROTECTION SHALL BE IN PLACE PRIOR TO ANY
LAND DISTURBING ACTIVITIES —SEE LANDSCAPING PLAN
PROPERTY MANAGER SHALL PROVIDE GENERAL MAINTENANCE
TO PERMANENT WET DETENTION PONDS, INCLUDING BUT NOT
LIMITED TO THE FOLLOWING: GENERAL LAWN CARE/MOWING,
REPAIR/REPLACEMENT OF RIP—RAP/OUTLET PIPING, BANK
STABILIZATION, ETC.
40 WETLANDS PLANTING AT VEGETATED SHELF SHALL CONSIST
OF THE FOLLOWING:
UPPER 3' AREA — CAREX GRACILIS(SEDGE), HIBISCUS
MOSCHEUTOS (ROSE MALLOW), PANICUM VERGATUM, HAENSE
HERMS (RED SWITCH GRASS) MIXED AND PLANTED AT A
RATE OF (1) PLANT PER SQ. FT.
LOWER 3' AREA — JUNCUS EFFUSUS (COMMON RUSH) AND
POLYGONNUM CUSPIDATUM (SMARTWEED) MIXED AND PLANTED
AT A RATE OF (1) PLANT PER SQ. FT.
LOWER LEVEL CORNERS — SCRIPUS VALIOUS (SOFTSTEM
BULLRUSH) PLANTED AT A RATE OF (1) PLANT PER 4 SO. FT.
PROVIDE 6 FT WIDE CURB CUT FOR STORM WATER OUTLET
FROM PARKING AREA TO RIPRAP CHANNEL.
�'D77°j8' S1 "E 17.4�'
I— _ — _ —
I 3�-
---- DITCH
M F
0000
W TIT7 5_N00 43 09
(Nin�o?�'i 7"F 1 1�R_4_
WET DETENTION BASIN #2
SCALE 1" = 10'
NOTE: NUMBERS IN PARENTHESES IS LENGTH OF TANGENT LINE AT
PERMANENT POOL ELEV (37.00). MINIMUM CORNER RADIUS IS 3 FT.
FOREBAY AREA , PERMANENT POOL AREA
GRAVEL WEIR
z°
37.50 TOP
OF BANK
6' WIDE VEGETATED
SHELF
SEE NOTE
PF
'FLE #1 (16FT)
DET 3, SHEET 6.2)
FILE #2 (24FT)
DET 3, SHEET 6.2 )
T=MPORARY POOL ELEV=37.75(37.67)
� PERMANENT POOL ELEV=37.00(37.00)
BOTTOM
33.50(34.00)
e*000�FOREBAY AND POND SECTION
C2C6. NOT TO SCALE
NOTE: FIRST ELEV=POND #1, SECOND ELEV IN PARENTHESIS=POND #2
Y
SEP 13 2004
.� CAR -.
is SEAL s
7466
Psi
G\A`o
10 A
'Mpp
FENNER & PROFFITT,INC.
CONSULTING ENGINEERS
P.O. Box 1265
125 W. Barnes Street
Wilson, N.C. 27893
[phone]
[phone] fax
[e-mail]
Driftwood
Limited Partnership
Driftwood
3805 Princess Place Drive
Wilmington, North Carolina
New Hanover County
A 30 AUGUST 2004
DATE: 30 October 2002
ISSUED FOR: Pern*/Cm>etruoUM
WET DETE"ON
POND LAYOUTS
C-6.3
SHEET OF
DRAWN BY -
TOTAL SHEETS IN SET
- CHECKED BY:
Jr -
@Copyright 2002 Ross/Oeckord Architects, PA Mailing Address: P.Q. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E—Mail: mail®rossdeckardarchitects.com Fax: [phone] Phone: [phone] Ross . LeekerdArchifects, PA
I�I
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WALL rfl E LE aV I
SUIMM NOTIES r-M HOUSIM ACT! j I
IF- BUILD W NOTES (NC 2001 MULM+AMLY)
A
ONE HOUR RATED WALL PER UL DETAIL U341
TO ROOF ABOVE
SEE 1 /CS 1.2
TWO HOUR RATED WALL PER UL DETAIL U342
TO ROOF ABOVE
SEE 2/CS 1.2
1. ALL ENTRY DOORS SHALL HAVE LEVER HANDLE HARDWARE.
2. THRESHOLD SHALL MEET ANSI 4.13.8.
3. PROVIDE ACCESSIBLE PATH TO EACH BUILDING.
4. ADA PARKING SPACE W/CURB RAMP A EACH BUILDING.
5. ALL DOORS SHALL BE 3'-0' (2'-10' MIN.) FOR A CLEAR OPENING OF 32'.
6. BLOCKING SHALL BE PROVIDED IN ALL TOILETS TO ALLOW FUTURE
INSTALLATION OF GRAB BARS A TOILETS AND SHOWERS.
7. RECEPTACLES & SWITCH PLATES SHALL BE IN ACCESSIBLE LOCATIONS
IN ALL ROOMS.
24'-0"
WE SHALL COMPLY WITH THE ENERGY
STANDARDS FOR DEVELOPMENT OF
SUPPORTIVE HOUSING FACILITIES - SEE
SPECIFICATIONS FOR APPENDIX D
120'-4"
24'-0"
24'-0'
1.
ALL HVAC UNITS 11 SEER OR GREATER SHALL BE USED.
7.
SOUND PROOFING /INSULATION BETWEEN PARTY WALLS
12•
ALL UNITS SHALL HAVE A DRY CHEMICAL FIRE EXTINGUISHER
SHALL BE PLACED BETWEEN STUDS. STUDS SHALL BE
MOUNTED AND READILY VISIBLE IN KITCHEN.
2.
EXTERIOR LIGHTING IS REQUIRED AT ENTRIES.
OFFSET FROM EACH OTHER TO DISRUPT SOUND TRANSMISSION
BETWEEN WALLS.
13.
A STACKABLE WASHER AND DRYER SHALL BE PROVIDED IN EACH UNIT.
3.
PEEPHOLES AND DEADBOLT LOCKS ARE REQUIRED AT 54"
A.F.F. IN ALL ENTRY DOORS. SECOND PEEPHOLE AT 45'
8•
CARPET AND PAD SHALL MEET FHA STANDARD.
14.
OFFICE/COMMUNITY BUILDING SHALL BE IN FULL COMPLIANCE
A.F.F. IS REQUIRED AT ADA UNIT ENTRANCE DOOR.
WITH NC ADA CODE REQUIREMENTS.
9•
ALL UNITS SHALL HAVE MINIMUM 32' CLEAR
4.
LEVER TYPE DOOR HARDWARE IS REQUIRED AT ADA UNITS.
WIDTH AT DOOR OPENING IN ALL HABITABLE AREAS.
15.
OFFICE/COMMUNITY BUILDING SHALL HAVE CHAIR RAIL IN
COMMUNITY ROOM AND MANAGEMENT OFFICE.
5.
HIGH DURABILITY (STEEL CONSTRUCTION) EXTERIOR DOORS
10.
ANTI -SCALD VALVE IS REQUIRED TO BE INSTALLED IN NEW
ARE REQUIRED.
TUB/SHOWER UNITS.
16.
HIGH IMPACT DRYWALL SHALL BE PROVIDED IN ALL UNITS.
6.
25 YEAR ANTI -FUNGAL SHINGLES REQUIRED FOR ALL NEW
11.
OVERHEAD LIGHTING IS REQUIRED IN EACH ROOM.
17.
NURSE CALL STATIONS W/ PULL CORDS SHALL BE PROVIDED IN EACH
ROOFS.
IN EACH UNIT.
UNIT.
24'-0'
I 1 ..a? r-i a: Y: -I 't='•: ...:r. JT`. t'; "til.:•�:::-: ' I
I I 9 3 - 11` 3 I I
I - 3820-11 3 3820-12 3824-13 1 ' 3820-14 3820-15 I 1
1 - 1 BR- B 1 BR B 1 BR- A
I I BR AD B 1 1 BR B I 11
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1 I I 1
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REVERSE REVERSE REVERSE
24'-D' L 24'-0' f L 24'-0" L 24'-0'
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SEE SITE PLAN
LINE OF ROOT
ABOVE (TYP.)
e
Building Floor Plan
Scale: 1/8" = 1'-on
■>+ CERT. No,;
- 50832 -
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4315
2
Driftwood Wilmington
LimitedPartnership
P artne shl
P
Drft OOd
3820 Princess Place Drive
Wilmington, IBC
01-541.00 `
Q23 March 2004
AS # 4
Q12 February 2004
AS # 3
QT7 September 2003
1 ASI # 1
DATE: 30 October, 2002
ISSUED FOR: Permit/Construction
Building
Floor Plan
Qc Copyright 2002 Rosa/beckard Arch/tectx PSI Mailing Address: P.O. Box 98044. Raleigh, North Carolina 27624-8044 Street Address: 8320 Litchford Road Suite 114, Raleigh, North Carolina 27615 E-Mail: mailORossDeckardArchitects.com Fax: [phone] Phone: 919.875,0001
ROSS
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M%-�I�r