SW8000612_APPROVED PLANS_20000706

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �(JZY�D%�CiD
YYYYMMDD

11
,srrE
g g1 1 - �Ab
PINEYWO OD S
SECTION Y
MAP BOOK 5
PAGE 71
'ZONED RESIDENTIAL'
NO -TES
1. FIELD SURVEY CONDUCTED 12/20/99.
2. TIE FROM FIELD TRAVERSE FROM "SHELL" TO "HARDEES"
OBSERVED TO BE S 13'45'55" W 3682.34'. THE GRID DISTANCE
CALCULATED TO BE 3682.47' USING A GRiD FACTOR OF 1.0000364.
3. AREAS DETERMINED BY COORDINATE COMPUTATION METHOD.
SURVEY REFERENCE
DEED
BOOK
840, PAGE
688
DEED
BOOK
1125, PAGE
633
DEED
-BOOK
1125, PAGE
- 635
MAP
BOOK
3, PAGE 38
MAP
BOOK
5, PAGE 71
DEED
BOOK
867, PAGE
279
EASEMENT TO CP&L —
NOT PLOTTABLE
DEED
BOOK
1701, PAGE
40 TEMPORARY
EASEMENT TO NCDOT --
EXPIRED
N/F
SISSOM
DEED BOOK; 14460
PAGE; 269
'ZONED RB'
N/F
DME RILEY
DEED BOOK: 8401 12!xIX DUMPSTER
ISM
PAGE: 6 8 8 SHMTT CC7OSU� MR DUAILS
'ZONED RB' `
(RESIDENCE ON PROPERTY)
'DO NOT ENTER'
_v
SIGN TO MEET
\ C.O.W. SIGN EIP
STANDARDS.
\ 2.5R
PROPOSED 150LF-6' 9.5'R
WOOD PRIVACY
FENCE
NIP'
CHAIN -LINK FENCE
ON LINECon
', do NG
eelA�
ENCROACHING
(TO BE REMOVED
BY CONTRACTOR)
\ PHASING PROPOSED
\ LINE ` 'ONE-WAY'
S.S.M.H. ; SIGN
TOP 45.12
' iV. %i�ii•♦
• ,��ssisrrw
►LANDSCAPE
aii♦•• _
BUFFER r
tOO�riiir•.''
< ♦•♦r
.rs t. i••ra�e
OVERHEAD
PLANTED +
HEDGE
III IIIIIIIiLlI. • • , 0 ~'�
REMAINS OF OLD I I' WI��
RE FENCE ON UNE -}/-
(TO BE REMOVED) -
CURVE TABLE
CURVE
LENGTH
RADIUS I
Delta
I Tangent
Chord Direction
Chord
C1
34.47
22.00
89-4653"
1 21.92
N 31-14'40"W
31.05
LINE TABLE
L1
S8027'59"W
6.27'
L2
S7052'33"W
11.49'
L3
N82'23'01 "W
11.14'
Jill,
r�
♦ri�i
1•riil
'� ••��rsisi
r
EIP.
EXISTING CONC.
CURB do GUTTER
-" TO BE DEMOLISHED
AS SHOWN.
9
rrra 1 rrr.■ k k awe ! ■■■mi �
_ACRE-M OSED DIEWALK
LOT 1
SEE DETAIL SHEET C8
�
OLEANDER
EXISTING CONCRETE
PLACE
--�• STRUCTURE TO BE
REMOVED
MAP BOOK 38, PAGE
284
EXISTING ONE
STORY COMMERCIAL MASONRY
BUILDING
F.F. ELEV 47.19
STANDARD
*ZONED RB'
/ ASPHALT PARKING
---- SEE PAVEMENT
SECTION DETAIL
PARKING_RA110 FOR -LOT
1
SHEET C7 EXIST. BLDG. SF:
15,072 SF
EXIST. PARKING SPACES:
53 SPACE'S
/ (2) 4' STEEL. MIN. PARKING REQUIRED: 1 /400
REQUIREDNG
BOLLARDS MAX PARK-
39 SPACES
70 SPACES
%
FILLED W/ CONC. PARKING PTROVIDED. (53•F17S2
70 SPACES
BENCHMARK
ON CONCRIEM
.
IZx .02
r.�
rr.rr•
.i.us
�.•
��
�,,
rr•i
��
•r.rr•
Oar..
CONTRACTOR TO
REMOVE 24LF-So
r
�
•'► r ''' e?9' . ,l 'PHASE I CONSTRUCTION PAVEMENT
f.--,.,CONCRETE
CURB
sIF...wa..w.■tkkk�■
• •i 7 ♦�♦i♦i♦•� �i'r�iii w�l•ri-.a�liiiiri riir•i i I►1••♦•♦i♦• <
r•iri I �1 wr�+ri ri .,i ri ri ri .-i ..1 ►••••� 1�•,
.♦••s♦ i i 1 ! 1 ! 1 1 I rri .ri �r••s• .•..-•-•��► • a•t ••' ti• i s-
.••r•i � i /" i" i�.h !- it it ! i ►si••i r••.. s
♦♦ri♦• .A r r r r i :.iZi : •♦i•♦ •i••i ,� 7 1 ►•
ti f i•rs ,.i ,1 1 1'�1 ..Irri :. ►i•♦s<
♦••♦•! I ,.1-.,i �iil rinrl',�1 .ri •rl ..i .•♦•• aa•••♦••i••�� r CONSTIRR ON
►.•ri♦ ,i •i ,.i ri �: r• 1 i i i ri !►•♦ii• ai1•rir�'.. �� •
- I • •.• ..! ri .ri �i .rl ..I ;ri �i rl' i ♦♦ • .sr••♦i • r
'�i .. 1..1i,.,1i�i1 �Ilr.�irllr^I ii�iirli. l• � ,•+•♦s,•♦• ,
�•��i+:�' r1 wri erll �.i r.i ri r.l rwl ri ri'sll �� _ <f►w�w•��i•« ' ♦ OKINF
• •,I
REPLACETO PHASE I
PAVEMENT AND
24LF-60 CONCRETE CUR
ASPHALT.
l ` A • TO BE DEDICATED • PAVEMENT
• ' • ~' • •. • l� d +:.R.3t11.7►lkifrll■LOT I OLEANDER PLACE
TO III N
.• ,•zsr•i ir•.•ri
r♦••s♦•ss•• �� ` s, - . , fs��♦s•,►•�•� i ��s♦sssissV W.s• i
a - • - f� ►�i�♦♦♦i♦.� f `1i� ♦•�r� i�►i i�t�•` •♦•+� iii/,a+•,r•1,iii< -
A
_ w
(SHOWN FROM CiTY RECORDS)
w w ■
SEE SHEETS L1-L3
PROPOSED 5' CON
FOR LANDSCAPE AND I
SIDEWALK AS PER
IRRIGATION LAYOUT, DETAILS
SOB-•15
AND SPECWICA71ONS
Z
1
48 HOURS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1--800-632•--4949
NOCUTS UTILITY LOCATION SERVICE
4 REVISIONS A5 PER CITY OF WILMINGTON
3 REVISIONS AS PER CITY OF WiLMINGTON
2 REVISIONS AS PER CITY OF WILMINGTON
1 REVISED BUILDING AS PER ARCHITECTURAL PLANS
N0, I REVISION
SITE TABULATION
TOTAL TRACT ACREAGES
0.W—ACRES
CURRENT ZONING:
RB
PROPOSED BUILDINGS,,
SQUARE FOOTAGE:
5,000 SF
NUMBER OF STORIES:
1
NUMBER OF UNITS:
1
NUMBER OF BUILDINGS:
1
HEIGHT IN FEET:
21'-2- FEET
BUILDING 5ETBACK5t
FRONT:
50 FEET
SIDE:
8 FEET
R AR•
15 FEET
PERCENT OF TRACT COVERAGE:
PERCENT OF IMPERVIOUS SURFACE AREAS:
PRE -DEVELOPMENT:
5%
POST-DEv1= LOPMEN T:
67%
DENSITY - CURRENT ZONING:
15.000sf MIN.
DENSITY - PROPOSED ZONING:
15,000af MIN.
PERCENTAGE OF LA DSCAPED AREAS=
STREETYARD SETBACK:
OLEANDER DRIVE:
10 FEET
SCREENING BUFFERYARD:
7.5 FEET
LANDSCAPE BUFFER:
5' MiN.
LANDSCAPE AREA REQUIRED:
1,338.99sf. 0.03ac
LANDSCAPE AREA PROVIDED:
2,083.34sf, 0.05ac
F--STR T PARKING: SEE SUMMARY
TABLE
MAX. PARKING SPACE: 1/250 SF
20
MAX. PERVIOUS ALLOWED BY ZONING:
5 (25%)
PROPOSED IMPERVIOUS:
19
PROPOSED PERVIOUS:
5
HANDICAP PROVIDED:
2
EXPECTANT MOTHER:
0
SPACES DEDICATED TO LOT 1 OLEANDER PLACE 17
(RECOMBINED FROM LOT 3 TO LOT 1)
SPACES FOR LOT 3 KINKO'S
24
TOTAL PARKING SPACES PROVIDED:
41
EXISTING LEGEND TO FOLLOW
LOCAL STANDARDS,
DI
DROP INLET
CB
CATC14 HASH
S6I'11.1
SANITARY SEWER
MANAOLE
SET IP
SET IRON PIPE
EIP
EX. IRON PIPE
EX.PK
rX. PK NAIL
R.C.P.
REINFORCED CON. PIPE
,� ::; •
CONCRETE
QN.C.G.S.
•
MONUMENT
�'�
AREA LIGHT
OMPEAD POWERLINE
C1IAlNLiNK FENCE
HIRE FEWE
MOOD FENCE
EXISTING ELEVATION
CONTOUR
x 45.1
EX1511NG SPOT
11"ATION
— _—
STORM DRAIN
PARKING SPACE
SUMMARY
PARKING REQUIREMENTS BY ZONING:
REQUIRED PARKING RATIO:
1 SPACE/250 SQ FT
PERVIOUS SPACES ALLOWED:
25%
MAX. IMPERVIOUS PARKING
20 SPACES
MAX. PERVIOUS PARKING
5 SPACES
PROPOSED PARKING SPACES:
TOTAL BUILDING AREA:
5.000 SF
IMPERVIOUS SPACES:
19 SPACES
PERVIOUS SPACES:
5 SPACES
HANDICAP REQUIRED:
2 SPACES
HANDICAP PROVIDED:
2 SPACES
EXPECTANT MOTHER:
0 SPACE
PARKING SPACES PROVIDED:
24 SPACES
NOM
1.) SEE SURVEY MAP OF RECORD FOR NEW AND
EXISTING PRIVATE ACCESS EASEMENTS.
2) STD= SHEET C2 FOR GENERAL SITE NOTES.
1) STD= SHEETS C6 THRU C10 FOR SITE
CONSTRUCTION DETAILS.
4.) CONTRACTOR SHALL REFER TO ARCHITECTURAL
PLANS FOR DETAILS RELATED TO THE PROPOSED
BUILDING. ALSO REFER TO THE ELECTRICAL
PLANS FOR TRANSFORMER DETAILS.
5.) CONTRACTOR SHALL REFER TO 'THE LANDSCAPE
AND IRRIGATION PLANS FOR COMPLETE
LANDSCAPING REQUIREMENTS.
8.) ALL INTERIOR PARKING AND DRIVE ISLE DIMENSIONS
ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
7.) ALL EXTERIOR STAKEOUT DIMENSIONS ARE TO
BACK OF CURB OR OUTSIDE EDGE OF BUILDING.
PROPOSED LEGEND TO
FOLLOW LOCAL STANDARDS.
1 PROPOSED CONCRETE SIDEWALKS
AREA TOSE
LANDSCAPED
NAVVY DUTY
PAVEMENT
PAVEMENT MARKING,
DIRECTIONAL ARROWS
PROPOSED 14ANDICAPPED PARKING
PAVEMENT MARKINGS 4 SIGNACE
!-. NEW SIGN AS NOTED
GLEANOUT
SILT FENCE
—406--0001 PROPOSED GAS LINE
r WATER LINE
w SANITARY SEWER LINE
PROPOSED CONTOUR
45.00 PROP05ED SPOT ELEVATION
* PARKING TO BE DEDICATED
TO LOT I OLEANDER PLACE
APPROVED '
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSiON
RIVISION OF WATER QUALf(Y
Date & -JUG 20'0 slil­ I
siormwater Pal N &p4yX0012
.ar.�—�_--'�-.---. -- - ._ �.-_ _� - _ •�i.�<'I I��JR.. � � �,FiBi��yi.1►�i••�
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♦♦i♦rii ii♦♦•.♦ ♦i •♦♦1i•♦111♦•111♦11♦♦•♦•♦•♦♦•♦• ♦i•i� r♦♦•••♦iria� :Ii1•♦i•r♦r�_ •�1♦••r1•••♦i1•
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i � i►
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-
r• • •a • al► • •' „ •i •- a- - • � � � � � . I � III
r - a• r• •
' "' • ■ ■ � ..► � III r
Y
.. M ■ ADi
■
a
1 ADDIWS& PROJECT-. PROJECT NO.:
MINN DESIGNED 13Y.- RPI3
CffY OF WILMINGTON OOE-001
LLP
f1 ": Eastwind i NORTH CAROLINA
A
DRAWN BY- RPI3
1929—G Oleander Drive OLEANDER DRIVE, WILMINGTON TOWNSHIP
- •: e
7111
Wilmington. North Carolina 2W3
• .NORTH CAROLINA
�,ND STAKING PLAN C3 of
-�-�RPB 10
_ - _- - _ . _ ., _..��a .x�-.. �. ... -. �:a •. �.i}, ,;� r.�--as. •w a,i,�.-f-- i7, . f�.�.-.If•F�_1� ,� .►. ..oaf
4

2
-PSITE
VICINITY MAP
N.T.S.
PINEYWO OD S
SECTION Y
MAP BOOK 5
PAGE 71
'ZONED REODENT AU
NOIES:
1. FIELD SURVEY CONDUCTED 12/20/99.
2. TIE FROM FIELD TRAVERSE FROM "SHELL" TO "HARDEES"
OBSERVED TO BE S 13'45'55" W 3682.34'. THE GRID DISTANCE
CALCULATED TO BE 3682.47' USING A GRID FACTOR OF 1.0000364.
3. AREAS DETERMINED BY COORDINATE COMPUTATION METHOD.
4. NO WETLANDS EXIST WITHIN SUBJECT PROPERTY,
SURVEY REFERENCE
DEED
BOOK
840, PAGE
688
DEED
BOOK
1125, PAGE
633
DEED
BOOK
1125, PAGE
635
MAP
BOOK
3, PAGE 38
MAP
BOOK
5, PAGE 71
DEED
BOOK
867, PAGE
279
EASEMENT TO CP&L -
NOT PLOTTABLE
DEED
BOOK
1701. PAGE
40 TEMPORARY
EASEMENT TO NCDOT -
EXPIRED
N/F
SISSOM
DEED BOOK; 1446,
PAGE; 269
'ZONED RB'
REMAINS OF OLD
WARE FENCE ON LINE •�/.-
(TO BE REMOVED)
CURVE TABLE
CURVE
LENGTH
RADIUS
Delta
Tangent
Chord Direction
Chord
C1
34.47
22.00
89.46*53"
21.92
N31'14'40"W
31.05
LINE TABLE
L1
S8.27'59"W
6.27'
L2
S7.52`33"W
11.49'
L3
N 82'23'01 "W
11.14'
A
WOOD RAIL FENCE +
Ky +
45.
NIF
DIXIE RILEY
DEED BOOK: 840,
PAGE: 688
'ZONED Re'
(RESIDENCE ON PROPERTY)
OVERHEAD
POWERUNE
2301FC;XT -
PLANTED I f
HEDGE�I
db
P",
Q
I
PROPOSED 15OLF-6'
WOOD PRIVACY
FENCE
CHAIN -LINK FENCE NIP
ON LINE +/ro
-
/ZI//
Jr
�
J.:
DROP INLET �#3
RIM ,. 45.0
INV - 41.74
BOT.- 39.63
\
EIP
-PWP
v ;• EXISTING
CONCRETE
.err
i
CIV REL EXISTING DOWNSPOUT
69 O
MMf Iq P/CRKING LOT
NEW DOWNSPOUT LOCATION
CONNECT TO EXISTING
GUTTER SYSTEM
CONC. WALK
& LANDING RUN NEW DOWNSPOUT ALONG W
ENCROACHING SIDE OF BUILDING AND CONNECT a
TO EXISTING GUTTER SYSTEM
EXISTING ROOF DRAINS w
TO BE REDIRECTED OFF -SITE
TO PREUOUSLY PERMITTED AND
2E4 APPROVED STORMWATER SYSTEM.
REMOVE EXISTING DOWNSPOUT
ADJUST GUTTER SYSTEM TO
MAKE LOCATION A HIGH SPOT
LOT 1
OLEANDER
PLACE
MAP BOOK 38, PAGE 284
EXISTING ONE STORY COMMERCIAL MASONRY BUILDING
F.F. ELEV 47.19
iTING DOWNSPOUT 'ZONED RB'
_ 45.67
t0
RUN DOWNSPOUT ALONG
I SIDE OF BUILDING
CONNECT DOWNSPOUT TO
I 4' PVC PIPE BENEATH SIDEWALK
6.00 t ON
ELEV. 4 .02
46
CONCRETE'WALK e , ' . . - . '' ' . . ' . ' • . ' . ' s '
45.90
46.08
Cb
46.23
-**- e PVC PIPE
1 46.30 OUTLET INV - 46.-
lEIP ( :: �. ASPHALT .
�y ` .; PAVEMENT ;., t"ur I�
S 4s. 1 1 ` tH CARP
0' 1 CONCRETEM ��
45.98 O 45.75 •;: �! 1 CURB ESSrpry
SEAL
` 45.65 , DROP
OP INLET #2 1 19742
•lµE� �`
b 1�6�3L.F� 6' PVC O y �; :: �.'• • ' l ' 46.30 46.12 INV - 41.79 � � 1 i � � Q•
0.5% MIN. SLOPE � 1 BOT.= 39.fi3 C.O. � j '+••• � •
'� P �.•
ROOF DRAINAGE TO 6 O S W
5.$D TIE INTO INLET DI-1 r, a 45.65 ,24 ppS IPE 1 �[ :.
PROPOSE 1 /f "jj-Al"
a HEDGE + S �'' _ ` - t i
ASPHALT
47 LF SILT
t } _FENCE45�
45.86
CONCRETE SIGN BASE' 45.73
(ENCROACHING)
ITT Ile `
48 HOURS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1-800-632-4949
NOCUTS UTILITY LOCATION SERVICE
5 REVISIONS AS PER ZIMMER DEVELOPMENT 00.
4 REVISIONS AS PER CITY OF WILMINGTON
3 REVISIONS AS PER CITY OF WILMINGTON
2 REVISIONS AS PER CITY OF WILMINGTON
1 REVISED BUILDING AS PER ARCHITECTURAL PLANS
NO. REVISION
EIP L3
� PI IuI7pP,
DROP INLET #1
V ` ' ig N.
�� • r.�a;l� i
r z -.....
NOTES:
1.) SEE SHEET C2 FOR GENERAL SITE NOTES.
2.) SEE SHEETS C8 THRU C10 FOR SITE
CONSTRUCTION DETAILS.
3.) CONTRACTOR SHALL REFER TO ARCHITECTURAL
PLANS FOR DETAILS RELATED TO THE PROPOSED
BUILDING. ALSO REFER TO THE ELECTRICAL
PLANS FOR TRANSFORMER DETAILS.
4.) CONTRACTOR SHALL REFER TT) THE LANDSCAPE
AND IRRIGATION PLANS FOR COMPLETE
LANDSCAPING REQUIREMENTS.
&) ALL INTERIOR PARKING AND DRIVE ISLE DIMENSIONS
ARE TO FACE OF CURB UNLESS OTHERWISE: NOTED.
6.) ALL EXTERIOR STAKEOUT DIMENSIONS ARE TO
BACK OF CURB OR OUTSIDE EDGE OF BUILDING.
EXISTING LEGEND TO FOLLOW
PROPOSED LEGEND TO
LOCAL STANDARDS.
FOLLOW LOCAL STANDARDS.
p
DROP INLET
PROPOSED CONCRETE SIDEWALKS
CB
SSMH
CATCH BASIN
SANITARY SEVER
AREA TO BE
LANDSCAPED
MANHOLE
HEAVY DUTY
SET IP
SET IRON PIPE
PAVEETdT
EIP
EX IRON PIPE
PAVEINENT MARKING
EXPK
D L PK NAi>_
DIRECTIONAL ARROWS
R.QP.
REINFORCED CON. PIPE
PROPOSED HANDICAPPED PARKING
PAVEMENT MARKINGS & SIGNAGE
'j°:' _ - ' • '
CONCRETE
-.:-
NEW SIGN AS NOTED
O
CIEANOUT
QKC.GS.
SILT FENCE
'
MONUMENT
PROPOSED GAS LINE
AREA LIGHT
r
WATER LINE
m
SANITARY SEATER LINE
OVER}EAD POVIERI NrE
2-
PROPOSED CONTOUR
45.OD
PROPOSED SPOT ELEVATION
CHANLN K FENCE
WIRE FENCE
WOOD FENCE
---- 45 ---
EbSTNG ELEVATION
CONTOUR
X 45.1
EXISTING SPOT
ELEVATION
----
STORM DRAIN
a�iaiia•,a•,a•,a•,a. �
x;lv
OEM
war• }�ft!w:a�:. •
1 7 /
�,
i+-
i��►��i%'/i'i%ff�+.��ti��/./�'�a4�/��/dam
_�
--- /!1I!/11!/!/1/!//!// ■ = j i ��� ��.1��►��.��1 - - -
I9i ci>'s 11111////.It
i�
NA.D.
01
z
EXISTING
15*RCPJ
PRESENT R/W LINE
CURB INLET
E:2,336.534.7190
CURB INLET
TOP 44.82
STORM DRAIN
TEMPORARY GRAVEL
TOP 44,52
INV. 41.64
RID FACTOR 1.0000354
INV. 42.18
CONSTRUCTION ENTRANCE
PAD. SEE DETAIL SHEET CS
(DESTROYED)
MN.(157 i 42.50
PROPOSED CITY OF
WILMINGTON STANDARD
FORMER R/W LINE
, 6.5'
OLEANDER
DRIVE (U. S . 7 6 )
DRIVEWAY ENTRANCE SO 8-02
SEE SHEET CIO OF 10 FOR DETAIL
(100'
PUBLIC R/W)-
FORMERLY STRAWBERRY AVE
RECEIVED
GRAPHIC SCALE
SPOT ELEVATIQNS
`
ALL SPOT ELEVATIONS ARE FACE OF CURB
175LF-36" ADS-N12 PIPE REQUIRED
TO STORE AND
JUN z 9 2���
20 0 10 20 40
AT GUTTER UNLESS OTHERWISE NOTED
EXFILTRATE POST -DEVELOPMENT MINUS PRE -DEVELOPMENT.
191LF-36" ADS--N12 PIPE HAS BEEN
PROVIDED.
( IN �r
PT�Oa SCuBwo�r xor2
i Inch = 20 Feet
1s 00 RPB DESIGNED BY: RPB DATE: ADDPJMM 1/.31/00 ' CITY OF WILMINGTON , PROJECT
001
3 00 RPB SCALE: Eastwind Engineering Co., LLP KINKO S
17 0o RPB DRAWN BY: RPB -_ ' NORTH CAROLINA SHEET:
17 ao RPB 1 -20 Wilmington. N c�an°� 8403 n OLEANDER DRIVE, WILMINGTON TOWNSHIP
2500 RPB CHECKED BY: MNH, RPB D Phone: [phone] GRADING AND DRAINAGE PLAN NORTH CAROLINA C4 of 10
DATE BY
C3-5.DWG Fax: [phone]

11 rw
CONCRETE TURF STONE PAVERS
AS APPROVED BY OWNER'S REP.
IFIED PROCTOR)
)URSE
'�
COMPACTED
Y VLIJI.1 �.V • I.ESCRIBED m�/
STANDiARD *PROCTOR.
1 PERVIOUS PAVEMENT SECTION
C7 NOT TO SCALE
I REVISED BUILDING AS
NO. REVISION
SIDEWALK
1- 1-2 SURFACE COURSE (MAX. DIA. 3/4-)
20 BITUMINOUS CONCRETE BINDER (MAX. DIA. 1")
- TYPE H BINDER
L— BITUMINOUS TACK COAT
8- COMPACTED MARL BASE
TO A MINIMUM 100% STANDARD PROCTOR.
UPPER 12' OF SUBGRADE TO BE COMPACTED
TO 987E OF MAX. DENSITY AS PRESCRIBED BY
STANDARD PROCTOR.
ASPHALT PAVEMENTS
1-2 SURFACE COURSE: NCDOT SPECIFICATION, SECTION 645
TYPE H BINDER COURSE: NCDOT SPECIFICATIONS, SECTION 640
MEDIUM DUTY PAVEMENT SECTION
NOT TO SCALE
6.-O"
O
01
O
TTi�pp ����
\Z�o HOLE
IDE! m
it 4'-0' 1' 3�
r
—T T pc —
FRONT VIEW END VIEW
NOTES:
1. THE TOP AND ALL EXPOSED FACE SURFACES TO 1' BELOW
GUTTER LINE SHALL. HAVE A SPONGE FLOAT SURFACE.
2. ALL EXPOSED EDGES SHALL HAVE A 3/4" CHAMFER
3. PRECUTS CONCRETE CAR STOPS INCLUDE FURNISHING AND
DRIVING 3/4-x 18- STEEL RODS. -
I� PRECAST CONCRETE CAR. STOPS
C7 NOT TO SCALE
SEE TABLE 1 FOR TRAJVSlr/OH
HANDICAPPED RAMP 1%
SLOPE -1:12 3'. 60
TABLE 1 -• HIGH SIDE FRONT TRANSITION LENGTH Lfh
THE FOLLOWING FIGURES ARE BASED UPON A 6" CURB
REVEAL AND 1:12 TRANSITION SLOPE: R@6% Ts-1 " i'
PROFILE GRADE
TRANSITION
LENGTH Uh
%
G
0
6.
1
Q1
70
02
80
3
03
95.
4
04
111
5
05
1 15.0
CROSSWALK
P OPENING
-LEGS iQ
R - CURB REVEAL (INCHES
G - ROAD PROFILE (FEET/
Ts - TRANSITION SLOPE (INCHE /FEE
L - LOW SIDE TRANSTION LENGTH ( EM
Sr. - WHEELCHAIR RAMP SLOPE (INCHES/FEET)
WHERE THE ROAD PROFILE EXCEEDS 5% THE TRANSITION
LENGTH SHALL BE 15'-0- f
* EQUATION: Lfh (FT) -
THE FIGURES IN THE TABLE WERE ROUNDED UP TO THE
NEARESTHALFFOOT
t'7"� HANDICAPPED RAMP DETAIL
C7 I NOT TO SCALE
DATE:
DESIGNED BY: RPB 1 /31 /00
SCALE:
I L M I NGTON 2/29/00 RPB DRAWN BY: RPB NTS
`.CNITECTURAL PLANS 2/25/00 RPB DWG. R
AM
DATE BY CHECKI=D BY: MNH, RPB C7.DWG
COURSE1- 1-2 SURFACE •
BITUMINOUS• i i
TYPE H BINDER
sosurrrrrrrrrarrarrrrrrrorrrrr
KI"P Ar/ANAM"2
L BITUMINOUS TACK COAT
8" COMPACTED MARL BASE
TO A MINIMUM 100% STANDARD PROCTOR.
UPPER 12' OF SUBGRADE TO BE COMPACTED
TO 987E OF MAX. DENSITY AS PRESCRIBED BY
STANDARD PROCTOR.
i
ASPHALT PAVEMENTS
1-2 SURFACE COURSE: NCDOT SPECIFICATION, SECTION 645
TYPE H BINDER COURSE: NCDOT SPECIFICATIONS, SECTION 640
HEAVY DUTY PAVEMENT SECTION
NOT TO SCALE
L
A-7
ROUGHENED
SIDEWALK/CURBTRANSMON
SURFACE
ED FLARED
E I SIDE
rl CURB TRANSITION
CURBING
A
6'_0.. 3'-6'
FLUSH
ROADWAY 1 =� S
GUTTER
SURFACE COURSE
FOUNDATION
SECTION -A
W
I L
4'-0"
"±
5'-0"
•-g"
6'-0'
2'-0-1:
7'-0"
1'-3-*
6'-0'
0'-0"
1. THE DIMENSIONS SHOWN AT THE ROADWAY EDGE ARE FIXED DISTANCES.
2. RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK; I.E. DEPTH OF
SURFACEAND FOUNDATION
3. PORTLAND CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMING IN
A DIRECnONPARALLELTOTHELENGTHOFTHERAMP
4. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP LINE.
5. SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET THE GRADE
OF THEDRIVEWAY
1/2"/Foot
-. s .. 4' MARL BASE -
1 :• EXTEND 1' BEHIND CURB
'
a HANDICAPPED RAMP DETAIL
C7 NOT TO SCALE
Eastwind Engineering Co.,
1929—G Oleander Drive
Wilmington, North Carolina 28403
Phone: [phone]
Fax: [phone]
2i-0" CONCRETE CURB & GUTTER
NOT TO SCALE
6- LOAM
AND SEED
v
v .40 4 Q'4 0
CONCRETE DUMPSTER PAD
(4-4" SEAMLESS STEEL
TUBING SET IN CONCRETE)
4 (ALL BUMPER POST TO BE SET
6" INSIOE CONCRETE) v
.v
O a. Ad 0
4-
d4.
• DOUBLE WING GATE.
. 4
ddi
4
. 4 a
4
a
�.
CONCRETE -APRON
C 'd v
4
'A Q.
4 4 v
4
A 4
12.0'
SEE SHEET C-3 FOR
FINISHED PAVEMENT
NOTES-
1. DUMPSTER ENCLOSURE WILL BE SCREENED
BY A 6 0' HIGH WOOD FENCE
2. ALL BOLLARDS SHALL BE SET IN CONCRETE.
3. SEE ARCHITECTURAL PUNS FOR EXACT
DETAILS ON THE FENCING CONCRETE
THICKNESS AND. BOLLARDS
.-,
DUMPSTER PAD WITH SCREEN
NOT TO SCALE
GRADES.
AS SPECIFIED ON THE PLANS
SEE PAVEMENT SECTIONS 2'--O" CONCRETE CURB
1 do 2 THIS SHEET AND GUTTER 4" CEMENT CONCRETE SIDEWALK
(SEE DETAIL 3
THIS SHEET) 0.02'/FT (MAX.)
2'--0" CONCRETE CURB SEE NOTES 3 do 4
AND GUTTER
I'' ..:•' , (SEE DETAIL 3 'D r
THIS SHEET) 8w
COMPACTED MIN.
a4 d. ; BACKFlLL
• r, d. SLOPED AS REQUIRED
F • . I A MAX.
COMPACTED MARL 13ASE-•1
\J 4" MIN, LIMIT OF EXCAVATION
TOP OF SUBGRADE---t
1. CONCRETE SHALL ATTAIN COMPRESSIVE STRENGTH OF 000 PSI (28 DAYS)
2. CONSTRUCTION JOINTS WITH 1 /4- PREMOLDED EXPANSIDN JOINT FILLER SHALL BE PLACED EVERY 25 FEET.
3. IF SIDEWALK IS TO ABUT A SMOOTH WALL FOUNDATION OR STATIONARY OBJECT. PLACE THE EXPANSION
JOINT FILLER FULL DEPTH. BETWEEN SIDEWALK CONCRETE do SURFACE OF WALL. FOUNDATION OR STATIONARY
OBJECT.
4• IF SIDEWALK IS TO ABUT AN IRREGULAR WALL. FOUNDATION OR STATIONARY OBJECT, PLACE THE EXPANSION
JOINT FILLER FULL DEPTH. FOUR (4) INCHES FROM IRREGULAR SURFACE, & POUR CONCRETE BETWEEN THE
ABOVE MENTIONED SURFACES & THE EXPANSION JOINT MATERIAL
5. THE FORCING OF PREMOLDED EXPANSION JOINT FILLER INTO FRESHLY PLACED CONCRETE WILL. NOT BE
ALLOWED.
6. THE MAXIMUM TOLERANCE FOR THE 40 CONCRETE THICKNESS IS f1/2"
7. UPPER 12" OF SUBGRADE TO BE COMPACTED TO 98% OF MAXIMUM DENSITY AS PRESCRIBED BY STANDARD
PROCTOR.
ITUMINOUS CIONCRETE PAVING
NOT TO SCALE
CITY OF WILMINGTON
LLP NORTH CAROLINA
T7tE:
CONSTRUCTION DETAILS
PROJECT:
LIMIT OF EXCAVATION
(4. d 0.00
P.
STORK WATI*vI UANACIEMENT PLAN
APPROVED 1
CITY Of %VlLfg1N^T0M i
I
ENGINEERING 102-PARTMENT
DATE �4-14—OU••moveivir.I Zk.orroozc- I
KINKO'S
OLEANDER DRIVE, WILMINGTON
NORTH CAROLINA
PROJECT NO.:
OOE-001
SHEET:
C7 of 10

6 OZ. NONWOVEN
FILTER FABRIC
6" #57 STONE
12" MINIMUM
SEE SHEET C-4
FOR ELEVATIONS
;i57 STONE COMPACTED
70 95% MIN. OF MAX. SPD
24" ADS N--12
_SECTION B-,B
INLET ##2 TO INLE #3
6 07. NONWOVEN
FILTER FABRIC 6' #57 STONE
12" MINIMUM
n - SEE SHEET C--4
FOR ELEVATIONS
%
r#r;
r7
+
vi
UNDISTURBED %
O
0.79' _0.79 '
EARTH\�
I I
O
24" ADS N-12
L6" BEDDING, #57 STONE
6 OZ. NONWOVEN\-"\7\\\;\\-\\N\-\-#57 STONE COMPACTED
FILTER FABRIC TO 95% MIN. OF MAX. SPD
3.89'
SECTION A -A
INFILTRATION SYSTEM TRENCH SECTION
NOT TO SCALE
200 LF-24" ADS N-1
PIPE (TYP.) TYPE SP
ADS N-12 90'
BEND
6' CLEANOUT
TRENCH BED
BELOW PROPOSEDGEED
4
INFILTRATION SYSTEM
C9
NOT TO SCALE
100 LF-24" ADS N-12
PIPE (TYP.) TYPE SP
� I�
1
BELOW PROPO�ID
L TRENCH BED E £H
INFILTRATION SYSTEM
C9
NOT TO SCALE
8 AT 45"
z PERFORATION DETAIL
C9 NOT TO SCALE
EE �AS REQ'D�
ALTERNATE TOP LOADING A-7
8' MIN. 4 (SEE NOTE 8)
CATCH BASIN FRAr.+F ^N!7
AND GRATE (SEE NOTE 10)
4'-0' ADJUST TO GRADE AS REQUIRED
8" 24" {{ I USING RED CLAY BRICK
FINISH GRADE CONCENTRIC I - 24" TYP--{
CONE SECTION SQUARE OR ROUND BUTYL JOINT SEALANT TOTAL
MANHOLE FRAME AND COVER 12" THRU 24" WIDTH OF WALL AND PIPE
ADJUST TO GRADE WITH BRICK OPENINGS (TYP.)
COURSES AS REQUIRED
ECCENTRIC I
CONE SECTION = €
(2' THRU 4') RISER SECTION
BUTYL JOINT SEALANT (TYP.) (OPTIONAL)
PIPE OPENINGS - - -
WEIR ELEVATION SAME CAST TO PLAN •�
ELEVATION AS TOP OF
INFILTRATION TRENCH I
f. ELEV = 44.45 24" ADS-N12
4'-0"0 5CORRUGATED PIPE
RISER SECTION
+' 15" CLASS 1V BASE SECTION
24" ADS-N12 RCP 01.0% 'q" "B 'D'
PIPE
BASE w-
SECTION ,. � - � � � �� •�,�; ,, , ..,, . t, _.,�=
6" 1• SEE NOTE 2
6' A
'�'� " IEEE '•"t
* ' r GENERAL NOTES:
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60.
SEE TABLE 1 FOR STEEL REINFORCEMENT REQUIREMENT.
SECTION --A-A 2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SO. IN/LINEAR FT. (BOTH WAYS)
3. CATCH BASIN SPECS, CONFORM TO THE LATEST ASTM C476 SPEC. FOR "PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS" WITH THE EXCEPTION OF PORTLAND CEMENT CONCRETE MIX DESIGN AND MATERIALS
REQUIREMENTS, WHICH SHALL CONFORM WITH SECTION 900 OF THE M.H.D. STANDARD
SPECS. ALL PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000 PSI, 3/4" AGGREGATE, TYPE II.
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE M.H.D. STANDARD SPECS.
TABLE 1
CATCH BASIN
DIAMETER "D"
" A"
" B'
CIRCUMFERENTIAL
STEEL REINFORCEMENT
REQUIRED '
4'--0"
5-
6"
0.12 SO. IN./LINEAL Fr.
5'-0"
6"
7"
10.15 SO. IN./LINEAL FT.
6'--0"
7'
8"
0.18 SQ. IN. LINEAL FT.
FOR HIGHWAYS AND BRIDGES.
5. STEPS AS PER CITY OF WILMINGTON DETAIL SD 14-10.
6. ONE POUR MONOLITHIC BASE SECTION.
7. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED,
8. RED CLAY BRICK SHALL CONFORM WITH SECTION M4.05.2 CLAY BRICK OF M.H.D. STANDARD
SPECS. FOR HIGHWAYS AND BRIDGES.
* FOR LONGITUDINAL (VERTICAL STANDING) 9. ALTERNATE SLAB IS STEEL REINFORCED TO MEET OR EXCEED H-25 LOADING.
REINFORCEMENT REFER TO ASTM C478 ITEM 8.1.2 10. A 4 FLANGE SQUARE CATCH BASIN FRAME AND GRATE IS REQUIRED.
PRECAST CONCRETE CATCH BASIN FOR
7 DROP INLET #1
NOT TO SCALE
RPS DESIGNED BY:
RPB '?
MNB DRAWN BY:
RPB
RPB DATE:1/
1 /31 /00
SCALE:
RPB NITS
5
CORRECTED WEIR ELEVATION OF OVERFLOW WEIR
7 5 00
4
REVISIONS AS PER NCDWQ. - DETAILS 1, 3 4 & 7
6 29 00
3
REVISIONS PER NCDWQ - DETAILS J1, 5, & 6
21 00
2
REVISIONS AS PER CITY OF WiLMINGTON
12L29100
1
REVISED BUILDING AS PER ARCHITECTURAL PLANS
2
25 OD
RPB
CHECKED BY:
BY
DWG. NAME:
MNH, RPB C9.DWG
NO.
REVISION
DATE
29
54.0'
GRADE
FOURTH FLANGE I
WHERE APPLICABLE
B 3
24"
3/4" rt� ` 3" --I �-- 1 1 /4' 1 /8'
I \: ♦ 2"
3 3/4"� $"
3 i/16"
-� 2 1/2"
24 1 /4" 14 1 /2"� 3/4-
SECTION A -A
24"
3/4' I 3"� 1 1 /4" 1/8-
2"
-}' 8"
L 3 1 /16' I'
C -I 2 1 /2"
24 1 /4" 14 1 /2"� 3/4"
f� .Ty�
SECTION B-B
SQUARE CATCH BASIN FRAME & GRATE
NOT TO SCALE
CATCH BASIN FRAME AND GRATE (SEE NOTE 10)
c1 ADJUST TO GRADE AS REQUIRED
US!NG RED CLAY BRICK
SEE SHEET C-4 FOR FlN€SHED GRADES.
CONCENTRIC �24' TYP.-I
CONE SECTION SQUARE OR ROUND
12" THRU 24"
'D' "A'
1 /2' GALVANIZED
RISER SECTION ' ' = HARDWARE CLOTHE
(OPTIONAL)
- BUM JOINT SEALANT TOTAL WIDTH
OF WALL AND PIPE OPENINGS (TYP.)
! PIPE OPENINGS CAST TO PLAN
2'-0"
BASE SECTION
24" ADS-N 12
CORRUGATED PIPE
. If.
12"
12" SEEP HOLE TO BE SEALED
AS DIRECTED BY THE ENGINEER
S-32100LUrnaw'd
f _ �1-:12' #57 STONE
TABLE 1
CATCH BASIN
A "
B
CIRCUMFERENTIAL
DIAMETER "D"
STEEL REINFORCEMENT
REQUIRED
5'-C"
6"
7"
1 OAS SO. IN. LINEAL FT.
(M.H.D. STD. 201.6.0 AND 201.10.0)
+ FOR LONGITUDINAL (VERTICAL STANDING)
REINFORCEMENT REFER TO ASTM C478 REM 8.1.2
GENERAL NOTES;
1. ALL REINFORCING STEEL MUST CONFORM TO THE LATEST ASTM A185 AND/OR A615 GRADE 60.
SEE TABLE 1 FOR STEEL REINFORCE:VENT REQUIREMENT.
2. STEEL REINFORCEMENT FOR BASE SECTION BOTTOM SHALL BE A MIN. OF 0.12 SQ. IN/LINEAR Fr. (BOTH WAYS)
3, CATCH BASIN SPECS, CONFORM TO THE ;ATEST ASTM C478 SPEC. FOR "PRECAST REINFORCED CONCRETE
MANHOLE SECTIONS" WITH THE EXCEPT€01k. OF PORTLAND CEMENT CONCRETE MIX DESIGN AND MATERIALS
REQUIREMENTS, WHICH SHALL CONFORM WITH SECTION 900 OF THE M.H.D. STANDARD
SPECS. ALL PORTLAND CEMENT CONCRETE SHALL BE CLASS 3000 PSI, 3/4" AGGREGATE, TYPE II.
4. MORTAR SHALL CONFORM TO SECTION M4.02.15 OF THE M.H.D. STANDARD SPECS.
FOR HIGHWAYS AND BRIDGES.
5. STEPS AS PER CITY OF WILMINGTON DETAL SD 14-10.
6. ONE POUR MONOLITHIC BASE SECTION.
7. ANY NECESSARY ADJUSTMENTS DURING CONSTRUCTION WILL BE DONE BY SAW -CUTTING AND/OR CORING ONLY.
NO JACKHAMMERS, HAMMERS, CHISELS OR PNEUMATIC TOOLS WILL BE ALLOWED.
8. RED CLAY BRICK SHALL CONFORM WITH. SECTION M4.05.2 CLAY BRICK OF M.H.D. STANDARD
SPECS. FOR HIGHWAYS AND BRIDGES.
10. A PRECAST CATCH BASIN FRAME AND GRATE IS REQUIRED. SEE DETAIL 3 ON SHEET C8.
PRECAST CONCRETE CATCH BASIN
NOT TO SCALE i (M.H.D. STD. 201
Ck Z;� L I.Awfind "11011gintoftieeirlo,ing uio,
1929-G Oleander Drive
Wilmington, North Carolina 28403
Phone: [phone]
Fax: [phone]
EDGE OF PAVEMENT
EXISTING ROADWAY -
FULL DEPTH SAW CUT (TYP
MATCH EXISTING PAVEMENT (TYP.)
EXISTING PAVEMENT
1 d" BITUMINOUS TOP COURSE
6 ROADWAY
C9 NOT TO SCALE
2'-0" MIN.
FINISH GRADE
SUITABLE EXCAVATED
\V MATERIAL
30" MIN.
12 MIN. �•s .r *�` r:a r7r S1Y�tr'�f C-�•x Y
SAND COVER
-• : r PIPE
SAND
6 MIN. �. I
SAND BED '_iy.t •e� : x k-rif. i ' 1'. " L
:r•
GENERAL NOTE:
PLAN
VARIES 6' RE -SAW CUT EXISTING PAVEMENT 6' ,,
WIDER THAN TRENCH WIDTH (TYP.)
PAVEMENT DEPTH
BITUMINOUS BINDER COURSE TO MATCH EXISTING
UTILITY 12 COMPACTED GRAVEL BASE COURSE
TRENCH
COMPACTED BACKFILL
TRENCH REPAIR DETAI
SECTION A -A
LIMIT OF ROCK
_ FINISH GRADE
YL :r;f�.x'• C4_-.-'"�14: ..r: '•Ai_F. F.J;-r �'w
VARIES-c•��.,.r: .t.l�:=`..=: r' �-4 :':' i:�.'�.'s'=:Y..{• j;':;.
r,=y:r•.,p .3 SUITABLE EXCAVATED
MATERIAL
GRAVEL BORROW
PIPE •• .- , r
DIA.
FIRST CLASS BEDDING �= '~ VARIES 1/2 PIPE DIA
.' .
VARIES 6" IN EARTH
12' IN ROCK ' • .1.. -
PROVIDE 3'-0" MIN. CLEARANCE FROM OTHER UTILMES ,. '4CA +0►r12' TYP. --12' TYP.
+`� • gSSIC/jr'•.9 �� UNDISTURBED FIRM MATERIAL
SEAL �! GENERAL NOTES:
19742 rW 1. FINISH GRADE MATERIAL VARIES (SEE SITE PLANS)
�� A.�:� ' 2. RESTORE FINISH GRADE TO MATCH EXISTING
••• RECEIVED
�p
4 OLAS
� 1/11114"+•t
JUL Q 6 2000
mar# �w8 w�(Z
9 GAS PIPE TRENCH DETAIL 10 DRAIN TRENCH DETAIL
C9 NOT TO SCALE Cg NOT TO SCALE
L L ADDRESS: CITY OF WILMINGTON
I40'TH CAROLIA
TITLE:
CT"O DETAILS COSTJ
PROJECT:
KINKO'S
OLEANDER DRIVE, WILUNGTON
NORTu" CAROLINA
PROJECT NO.:
OOE-001
SHEET:
C9 of 10