SW8970303_APPROVED PLANS_19980812

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

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1. NOTIFY "NOCUTS" (800-632-4949) FOR UTILITY LOCATION PRIOR
TO ANY CLEARING OR GRADING ON SITE.
2. BORING LOCATIONS FROM S&ME GEOTECHNICAL REPORT
3. TREES OUTSIDE OF CLEARING LIMITS TO REMAIN UNDISTURBED.
LEGEND:
EXISTING CONTOURS
PROPOSED CONTOURS
EXISTING ELEVATIONS 54.3J*
PROP, PAVEMENT/FINISHED GRADE ELEV. ­40)
PROPOSED TOP CURB ELEVATIONS `__m
PROPOSED STORM DRAIN
SOIL BORING LOCATION 0
CLEARING LIMIT -_,._____-___
GRADING 5 DRAINAGE PLAN
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DATE 01/18/98
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DETENTION POND
TOP OF BANK 34.5 `.
CITY STORAGE 34.2 -
STATE STORAGE 32.6 I
NORMAL POOL 31.0
BOTTOM 24.0 l
-PINNICLE CARE CORP OF C
DEED Boor 1355 PACE 1486
W
AREA WITHIN DRAINAGE
EASEMENT ALONG CREEK zi
TO BE MINIMALLY DISTURBED.
EXCEPT FOR OUTLET SWALE `
& POND SLOPE
20' GRASSED WEIR
TOP 34.3 '
30' VEG. SWALE r
(SEE DETAIL SHT C-4) J
INV• a 30.7
WITH 8'X10'X6" ✓lr N Ir
ENERGY DISSIPATOR
NCDOT CLASS B
EROSION CONTROL STONE ��
NOW OR FORMERLY
TODa f
I 5' EA
DEED 500K 3s6 PAGE 5-91 Z� % ,� E BAC
175 LF 8" S.S. @ 2.OX SLOPE
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SSMH A-4
TOP ;
m F' - v INV. 37.25
END 9AN. SEWER �
-)-jeALTH CAR! AMERICA, :NC.
DEED BOCK '738 PACE 1139 20 LF $" 5 S. 1.OX SLOPE /
STUBOUT *ICLEANOUT & PLUG ;'�
C�URb IbLE/T #9 It.om)
,��;; ^s`� �✓ ' ( I THROAT 44.1 � �
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WOOD' SHADOWBOX PE 6
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S.D,M.H. 16 ; �-
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18 f ES #t , VEGETATION REQUIRED FOR INV' 34.35 - , pRP" c,LOP ,f
INV, p 31.0 SITE FILL, / �0
WITH 16'X18'12' ��.� APPROX. 170' X 15'
EN kGY DISSI ATOR
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THRO,, 42A"
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r
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1 . 3� 1 y11 : , �.. !, �, , ~ �' r C[TY OF WILMINGTON STANDARD
b. e ,• .-�.�.�.�:,� .. n'u. f�. (SEE DETAIL)
I
61 s�OA
FORE _
B �I 31.i
HASE
2.52 AC,f�E5
'TIGtZD� LOT
LF /18" P.E.
0 0.87 SL
OUTLET STRUCTURE
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, . .� CURB f # ri
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TOP 4 - :: r TOP 40.0
131 N 3" PV CONDUIT
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Ng
SPECS. - 80 LF EACH
,, " 8� VALVE
FF■,41!5 �� '' 1
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,f.. JDkOP INLET #6 r , r , AND LUG 30--tF 8" PVC WATERLINE
TOP 46.7 r�TUBOUT w/ VALVE AND PLUG
INV/�8.2 + T.
NEW FIRE HYDRANT,
C), AND VALVE
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TOP 141.3 42 �:C•, I 1 f
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FENCE
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f -- -- 44.0 �4.a �._- , �, `(3) NEW 3' `PVC CONDUIT
TO OWNERS SPECS. - 80 LF EACH
ti NEW FENCE ` - -ate_--____ --- °cy _ - _ - - !
�bRNER OF BLDG. EXISTING -PENCE RETAINING WALL J x "-'
p EXISTING FIRE
(SEE DETAIL SHT C-•41 }1.. � � � HYDRANT-STORASr �rENTU'E5 1. INC-
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POND TO WEST OF THIS LINE.�
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-STORAGE 7RUS7 PROPERTIES -
MAP BOOK 24 RACE :59
DEED BOOK 1846 PAGE 0599
CIs-s1)
SITS PLAN -
SCALE: 11' = 30'
MA 8001: 24 PAG7C 39
DEED BOOK 1170 PAGE 0550
I
NOTES:
1. LIMITS OF DISTURBANCE FOR EXCAVATING
ARE THE PROPERTY LINES TO THE NORTH,
EAST, AND SOUTH, AND A MINIMUM OF 10, OFF
CENTER. LINE OF CREEK TO THE WEST.
2. THERE ARE NO WETLANDS EXCEPT THE CHANNEL
OF THE CREEK, WHICH WILL NOT BE DISTURBED,
NOTE:
SEE SHEET C3 FOR TROY DRIVE
PLAN AND PROFILE DRAWINGS
31.0
NOTE: SEE SHEET C2 FOR DIMENSIONS
3
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30.0 3 30.0
24.0� 1
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APPROVEiV I.D. 6018-04-36.4
E
NORTH CAROLINA ENVIRONNOM p E 0 I V E
DIVISION S ON OF WATER
MAR 2 6 1997
Date Z3HA I9W"'� � (�
3 PRO # : M7030 IIl fl ifl ll�
swmmm Permit No ku-1
IIIIIIIIIIIIli1!lIII
LEGEND
= -- �8 - --
EXISTING CONTOUR
38.42
EXISTING SPOT ELEVATION
39,9
PROPOSED TOP OF CURB ELEVATION
39.9
PROPOSED SURFACE ELEVATION
CONSTRUCTION LIMITS
ASPHALT PAVEMENT
EROSION CONTROL AROUND INLETS
SIDEWALK
TEMPORARY SILT FENCE
PROPOSED CONTOUR
96217
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DATE 03/25/97
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MAP BOOK 24 PAGE N
DEED BOOK "70 PAGE 0550
CS --SD
NQTES;
1, THIS PLAN IS A MINOR REVISION OF A
PLAN BY SITEWORKS DESIGN GROUP DATED
09/15/87 AND APPROVED AS FOLLOWS:
N.H.C. GRADING PERMIT 0 478 O0/25/87
SANITARY SEWER PERMIT # 15343 11/04/87
WATERMAIN PERMIT # 88.6183 10/16/87
2. TOPOGRAPHIC AND BOUNDARY SURVEY BY
MICHAEL UNDERWOOD & ASSOCIATES,
50 LF 8" PVC WATERLINE
STUDOUT w/VALVE 8 PLUG
30 'F 8" PVC WATWNE
8 OUT w ALVE D PLUG
VALVE
OuT7 S'
--i3i` NEVP'S" PVC CONDUIT ~`
RS SPECSJ- 40 LF EACH
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
ISEE DETAILI
STANDARD CITY OF
WILMINGTON DRIVEWAY
ISEE DETAILI
CURD INLET 00 IC.O.Wj
THROAT 42.1
INVERT 3&O '
1 1
1 •sue
CURB INLET #O IC O.W-)
THROAT 44.1
1 INV. 37.30
5TUbOUT rfCLGWOUT L PLUG
CP` 1 a�SS,MTOP H42 0
INV. ».25
?�>• 1 ! , END $AN. SEWER
� 1
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S.S.
20LFis, R1
STUD OUT &
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PHASE III
4.30 ACRES
A PORTION OF LOT 3-A
PROPOSED FUTURE
DEVELOPMENT PARCEL
MF-M
MAP BOOK 24 PAGE 36
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EXISTING
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RIM 46.AS
INV. 36.27
NEW CITY 010 WILMINGTON
CONCRETE DRIVEWAY
EXISTING
RIMANHOLE
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INV. 27.66 1
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MAP 50 K 24 PAGE 40
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CONNECT TO EXISTING
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SCALE: 1Nw40'
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VERTICAL
SCALE: 111•4'
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DATE 05/19/97
A
� SEAL ��•-:
10912
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NCE S
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5
GRASS ON SIDES
AND ON BOTTOM
PRIVATE
SIDEWALK
DRIVE
SECTION
EXPANSION JOINT 1/20
PLAZA DRIVEWAY APRON
SIDEWALK OR
SIDEWALK AREA
PLAZA
-------
?'o
• �it�
EXPANSION JOINT 1/2"
� S�
6" DIA. STEEL
�
I '�
PIPE BOLLARD
FILL WITH CONC. ;�
Ot-6"
IV 11.&N MIN. RESIDENTIAL
t" 151 (4.OrnI MIN. OTHER
EXP, JOINT
AV MENT
MATERIALA.
EXPANSION JOINT 1/211
EXPANSION JOINT 1/211-"""
PLAN
—L
VARIABLE
SOIL OR EXP. 41I
�- " 31-0"
0'-2" F1 4PERL?-AZA a GRADE
JOINT MATERIAL
01-61
EXPANSION JOINT
SECTION A -A
_
12" DIA. CONCRETE
121-O"
AROUND POST
VARIABLE
0,41
77
6" CONCRETE—`
SECTION D-D
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PIPE BOLLARD DETAIL
A:
iALLS
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SECTION A -A
r-1-4 t11 ILITAI 1
ASPHALT
CURB & GUTTER
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B
PLAN
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CURD RETURN
CURD
STANDARD DRIVEWAY DETAIL
11- �II _4
SECTION 8-5
NOTE:
1, 411 DEEP x 811 WIDE CONCRETE COPING
ALL AROUND BASIN CASTING
2. ALL CONCRETE TO BE CLASS "A"
3. CASTING SHALL BE DEWEY BROS,
NO. CB-SO-1
CITY OF WILMINGTON
STANDARD CURE INLET
RAVEL FILTER
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FRAME AND GRATE
DEWEY BROS. MODEL CH—BN-2001
OR EQUAL
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4 8 1111 EACH WAY OLN, FTC.
TYPICAL NCDOT CURE) INLET
8118l TRrD
TIMBERS -
CLASS A CONC.
ASPHALT
\ \/ COMF
II ��
II
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RETAINING WALL SECTION
NTS
'ACTED SUBGRADE
Y LONG #4 MARS
SPACED 0 3V O.C.
WIRE SCREEN FILTERED WATER
FILTERED WATER OVERFLOW
gVERFLOW ---- RUNOFF WATER
RUNOFF WATER w/SEDIMIENT
wISEDIAIENT M I i
SEDIMENT '
SEDIMENT T7DROP INLET WGRATE
WIRE SCREEN'CURD INLET
4 WD STUD
SPECIFIC APPLICATION SPECIFIC A=CAnoN
THIS METHOD Of, INLET PROTECTION IS THIS METHOD OF INLET PROTECTION IS
APPLICABLE WHERE HEAVY FLOWS ARE APPLICABLE AT CURB INLETS WHERE AN
EXPECTED AND WHERE AN OVERFLOW OVERFLOW CAPABILITY IS NECESSARY TO
CAPACITY IB NECESSARY TO PREVENT PREVENT EXCESSIVE PONDING IN FRONT
EXCESSIVE PONDINS AROUND STRUCTURE OF STRUCTURE
EROSION CONTROL AROUND INLETS
(VEGETATED riL"FER)
TYPICAL GRASS SWALE
N.T.S.
-E
STEEL OR WOOD POST
WIRE FABRIC
A AID
o FILTER FABRIC
01ATC WIRES L
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I I I I ASCD DIRECTED HOR FABRIC
BY r-NGINEER
II II
II 3 II
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NOTES:
I. PENCE FABRIC SHALL DE A MIN. OP 521 IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 121 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 51-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE,
4. WOOD POST SHALL DE A MIN. OF 61 IN HEIGHT AND Y
TO 411 IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #6 WIRE STAPLE
1 1/2" LONG
TEMPORARY SILT PENCE:
COARS -M$MlI '
TEMPORARY GRAVELED
to"NSTRUCTION ENTRANCE
2 , TYPE: I-1 (NCDOT)
6' ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS,
CONTRACTOR SHALL COORDINATE
w/OWNER 11 GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
41 CONC. SIDEWALK
W164-10110 W.W.M.
TURN DOWN SIDEWALK
ASPHALT
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F.
24f1 DIA. OUTLET
INV. 30.9
\1^M^T
►NTROL
"A"
6X DIA. STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
d it
rt �
r1
rt
1211
SECTION A - A MIRAFI 60OX FILTER FABRIC
OR APPROVED EQUAL
NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
2' X 3' PRECAST CONC. BI
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR JGALV. OR ASPHALT COA
TACKWELDED AT 6" O.C. EACH WAY LAID
IN TOP OF BASIN
ATTACH SCREEN WIi
GALV, LAG & WEDGE
ANCHORS
3rW X OXH
OPNG. 2 SIDES
1/2" OPNG. GALV. OR
ALUMINUM EXPANDED
METAL SCREEN -
2.0" I.D. INLET PIPE -
GROUT IN PLACE
INV. 31.0
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5' 71
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SIDEWALK
60' R.O.W.
181 18' 71 51
0.13' I 61' CROWN 211 ASPHALT
�--611 ABC STONE BASE
�211 SAND
CLAY
CL
1_ - NOTE. BOTH SIDES ARE SYMMETRICAL,
,4J ck:f
COLLECTOR "A"
SCALE; 1" = 6'
NOTE: 1. USED WHEN COLLECTOR PROVIDES DIRECT ACCESS TO SINGLE FAMILY LOTS
OR WHEN ON -STREET PARKING IS OTHERWISE NECESSARY,
2, CENTERLINE AND PARKING LANE STRIPED,
3. FOR CATCH BASIN LAY -OUT SEE "LOCAL "A11 & "B" CUL-DE-SAC" DETAILS. -
3.01
0
N
rLHIN
COMPACTED SUBGRADE OR 611
CRUSHED STONE.
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
• N,T,S.
TOP 34.2
1vG-ILL
-3 1. &
INLET
31.0
BOT.
30.0
SHAPE INVERT
INFLUENT PIPE
601'0_ DROP MANHOLE FLOOR PLAN
yCO I TOPFTD BE FLUSH PAVED OTHER XP CA,REAS
RE�NTi11�T/�REAS OR TR �ONTPLANS ON As
AK7 �O ROADS PROVIDE
GRAO�ER9 Fdt
70
�IN, NwALLMTHICK
FOR 4' DIA, BAWL
6' MIN. WALL THICK
FOR S' DIII. BARREL
L vuanrt 1 Crt - 1 MINIMUM S' STONE
BEDDING FOUNDATION
)40 °°°°° °IOU
O°n°O°O°n°n°° n°n°O°O°n
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' DAl' ISTRE99'
RUBBER GASKET
rAEjTff&TEXlTl?&bTTgElLT T
REQUIRED FOR MANHOLES i S, DE.0pr
TYR SANITARY SEWER MANHOLE
FRAME AND GRATE
FRAME AND GRATE
PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
4SIDES
OUTFLOW PIPE
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N
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CLASS A CONC.
ASPHALT —�
INLET PLAN:
BASIN, FRAME AND
PLAN GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
COMPACTED SUBGRADE OR 611
CRUSHED STONE.
DROP INLET DETAIL-
2L_01I
11.6,1 1 611
i e
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11
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CURB SECTION
NTS
NOTE
I CONTRACTOR MAY USE BRICK WITH Ma CMCL }PLR COUR8C
7 CONTRACTOR MAY USE LCCEN MC MA UNIT
PLAN
STD. MR Rm R COVER
Mm wusHm.
PRAM4 100 LDS.
com no LB&
$14' CEMENT
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BLOCK
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PRECAST MR LWITS WITH
CAST IN PLACE STCPS • n' OC
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