SW8950711_APPROVED PLANS_19951205

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q S p7 I l
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
I qqs I2 o 5
YYYYMMDD

lit
TOTAL AREA
PARK/NG LOT,
TOTAL
TO TA,_
INTERIOR
IN
TOTAL PARKING
DISTURBED
BUILDING
SIDEWALK
/MPER"i'US
LANDSCAPING,
PARKING LOT
AREA SPACES
AREA
AREA
PAVED AREAS
AREA
AREA
CURB, a DRIVE
LANDSCAPING
(SO FT.I (EAJ
(SO. FT)
(SO. FT.)
(SO. FT)
(SO. FT)
(SO F•T;
(SO. FT)
(SO. FT)
REOUIREO
N/A BB
N/A
N/A
N/A
N/A
N/A
N/A
5,36E
SHOWN
108,630 92
108,630
28,780
56,517
3,665
89, 96?
62,133
5,616
NO TES:
I. PROPERTY LINES ARE GRADING LIMITS.
2. ALL ROOF DRAINAGE MUST BE ROUTED INTO RETENTION POND.
3. INSTALL HANDICAPPED PARKING SIGNS R7-8o AND R7-8O
AT EACH HANDICAPPED PARK/N6 SPACE SHOWN
4. NO WETLANDS EXIST ON THIS SITE
5 NO OFFSITE WATER ENTERS THIS SITE
_
LANDSCAPING NOTES
I. INSTALL PINE STRAW MULCH IN ALL LANDSCAPING AREAS P. ALL DISTURBED AREAS NOT TO BE LANDSCAPED SHALL BE SODDED
WITH COMMON BERMUDA SOD OR APPROVED EOUAL.
J. ALL TREES ARE TO BE MINIMUM 2"IN DIAMETER MEASURED 6" ABOVE THE GROUND.
5. ALL TREES USED SHALL BE NO LESS THAN 6' IN HEIGHT AT PLANTING
6. ALL LANDSCAPING SHALL BE CURBED OR OTHERWISE PHYSICALL Y PROTECTED
B. PLANTING PLAN TO BE APPROVED PRIOR TO INSTALLATION
so M/N
NO. 4 STONE
EXISTING
ROADWAY
/ PLAN
I( 50' MIN
6, MIN
CROSS SECTION
CONSTRUCTION ENTRANCE
NTS
�25' OR WIDTH OF
PROPOSED STREET,
WHICHEVER IS
GREATER.
EROSION CONTROL GENERAL NOTES:
The Owner shall take all reasonable precautions to avoid the silting of
streams, lakes, swamps, or other water courses due to the construction of
this project. WELL GRADED RIP RAP BEDDING
The erosion control details shown hereon are for the Owner's and his d50 STONE SIZE . 4'
Contractor's reference and the Owner shall determine which detail is applicable
as the work progresses. - 6' MAX. STONE SIZE
All trenches shall be stabilized as soon as is practical to minimize
erosion. When work is to cease for overnight or longer, the open trenches shall
be left so as to prevent water in the trench due to rain or other causes from being
channeled into a creek, lake, swamp, roadside ditch, etc. I
The Owner shall maintain all erosion control measures or devices in a good state
of repair so that they function as intended until their use is no longer warranted. At FLARED END SECTION I -
that time, all temporary control devices shall be removed and disposed of so as to Ate' ( C JA
cause no siltation of streams or any adjacent property. ) 0
3d d � 3d
EROSION CONTROL SEQUENCE: 1- n
I. Obtain Erosion Control Plan Approval. OUTLET PIPE,�.ovt
2. Protect construction entrance(s) as shown on the detail on this plan. DIAMETER
3. Install detention pond (and overflow structure) to serve as sediment basin.
4. Grade site as shown on this plan.'Tti
5. Seed and mulch denuded areas within 30 days after finished
grades have been established, excavation is completed or
work is suspended for an extended period of time. _ 4d
6. Maintain erosion control measures until permanent ground cover has been. MIN.
established. Inspect weekly and after rainfall events. Make needed repairs
immediately. rim
7. Request final inspection and approval by Erosion Control Engineer.
8. Remove all temporary erosion control measures and stabilize those areas.
Restore detention pond to design dimensions shown. 4d
MIN.
GRASSING SPECIFICATIONS vv 1W�-
TEMPORARY:
SEEDING MIXTURE: RYE 120 LB/ACRE - 1 ,L! -
SEEDING DATES: AUG. 15 - DEC. 30 - - --
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE 1
AND 1000 LB/ACRE 10-10-10 FERTILIZER 12" MIN.
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. SECTION A -A
PERMANENT:
SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE OUTLET PROTECTION DETAIL
COMMON BERMUDAGRASS 10 LB/ACRE NTS
GERMAN MILLET 10 LB/ACRE
SEEDING DATES: APR. I - JULY 15
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE I0-10-10 FERTILIZER
OWNED BY CHARLES BELLAMY MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH - OWNED BY JOHN W. BELLAMY
OWNED BY NANCY MITCHELL OWNED BY MARILYN MOSS OWNED BY JOSEPH TA YLOR ANCHORING TOOL.
NOTE:
I I I RETAINING WALL (DESIGN BY OTHERS) REQUIRED
I
ALONG PROPERTY LINE
OR MAINTAIN 3:i SLOPE Oil FILL. I
I I 1 4r D'W'NER RESPONSIBLE FOR OBTAINING ADJACENT
�G PROPERTY OWNERS' PERMISSION FOR EXTEND'-----
" M M ILL ONTO- MEtR?ROPERTT-
a - ro 4!--------_ NED BY JASON MILLHOUSE L
EXIST. DRIVE I 0 a/ a/ �" _°` a �/
TO BE RELOCATED S" r,- \ - - - - - ---
�'� 1 711 SOFT. °` _� - _ 664 SOFT a^-' o- 75IRS0 FT--N20°44'35"W - - - - -
780.22' -
w 24'-III ---- ---- - 51 _::A -4nIf
I
----
i `_ I
35' - - _ _BLDG 5
I SWALE OUTLET -- ------ ------ _ _ B UNITS �`---_
(SEE DETAILF.F. 44.2
o i I w °j 30'x4G' 30'x40' 30'x40' 30'n40' 3O'x4O' 3O'x4O' 3O'x4O' 25'x40' I 1
C I < 0 I r•23'-4L, ti ti ti ti - I
I 3� b' g BLDG I a BLDG 2 HG a/ BLDG 3 a BLDG 4 HG a BLDG 5 a UNIT I UNIT 2 UNIT 3 UNIT, 4 'UN(�_5_ UNIT 6 UNIT 7 UNIT 8 15' SOUTHERN BELL
o, 2 Z q�. HL 6 UNITS n 6 U'."" �! 6 UNITS X 6 U S X 6 NITS x TRACT "B"
w I I w Q I 41.5 LOT 1 UTILITY EASEMENT --
O 1-- W : �' T + 17' X 38' 17' X 8' 17' X 38' 17' X 38, 17' X 38' PAVED w (0.93 AC.)
r w Q: L 8 (TYP.) (TYP I 8 9 (TYP.) (TYP.) 8 9 (TYP.) ACCESS
I I N0Q'� F.E 43.4' F.F. 434' �-� F.F. 43.6' F.F. 43.6' F.F. 43.8' _ 7' SIDEWALK 7' SIDEWALK 7' SIDEWALK - io
wl �23, 4,� m �23' 4'L° - 51'_q"- t m OWNED BY NELLO FILIPPINI
�q10 I 0 1 0 ,n W w � � 12 >< 10 rxr� ° rn
V m r w w �' I { 118' r m-
1- «s_ - 13 8'-6 Q u
TYP. o. a
>�> > _ 187 SOFT a U 187 SOFT. 187 SOFT a a I87 SOFT. IB7 SO.FT� -I V3� L 4--8'-6" J3 - �• 12
w J�w I w -, rrL_ -23' _ •..1. yx-Y "i4 182 SO.F T. qAj TYP. 230 SO.F 7. - 641 SOFT. I
-'42-- t,.,c... -23' '.iy_� 13 -7" _� 1 4? 13'_7" ; .� 23,_7 43.2 - 23 -7° 43 4 C - I
DISCHARGE STRUCTURE `r Typ - __� - ° \ 295 SOFT 25po S�FTT. 254.SO.FT. _4"_„ I 1
(SEE DETAIL) I I _ -�-- 1 SSMH /2 '` 22' , ++ 19 7" -� 19 7" B i -SSMH p3
I ' _ _ / 4" PVC SEWER r }4 TOP 41.67 n2_g F I I I 'G1 TOP 4055
12" CMP INV. 38.4 I 41.8 24' SSMH /I 42-0 / 42 2,-N'AT 1/4" PER FT. + 42.4 / \ 42.6 24' INV. 35.34 - ~"-- I I p Y 1, INV. 33.80 I
1 \, TOP 4130--- - _ i' �'G �? IQ 8 ITR�L-
PROTECTION-6-y 14 7 I w
(SEE OUTLET - TYP. FOR EACH BLDG. --_ DETAIL) _�- 142_6 1 V 36.60 aM/l -- ___ o- _ p/ 41
gii "-- 36'-l�� RAW ,�___ _+?-•-__?__- _ �. _$'IANO-�CAPING.BUFFER4--520°43'31°E {: - - _-rI v - _ - _ __ 5"- _ - R1.y Fl, Z'' a/-T'w
EXIST. IS" CMP --- -- -/ EX. 0. /CITY OF WILMINGTON STANDARD GANG 780.00 30- X. CO CITY OF WILM NG N STl DARE NS I .- g•
TO BE REMOVED- ---�- - \� / �- �. (_`METER ASS'Y'W/I SERVICE TO 8 A fdCr S,-k1L4_SERVICE TO BUILDING 6 1 - --.--- SS----- -�
E
METER ASS'Y W/1" SERVICE TO EACH BUILDING (1-4) dI5 °
-_--- -
\ 8'-R_ /_--__--_ 8°r RIB' >_---
EXIST. DRIVEWAY } \ OVERFLOW SPILLWAY J al I i I
TO BE RELOCATED (SEE DETAIL) C A R D I NAL C' R I V E N,� _ _ C_A R D N A L C R I_J E New _
- CONSTRUCTION AND 3 Qz - I I w�0z i-8" VALVE,
PERMANENT ENTRANCE z 3 z ;
EXISTING B ,�,_ 8W . EXISTING 8"
EXISTING 8* 8
- - - - - - - - - - - - - - 97W, -
R/W, - - R/W R/W I R/W L R/W - FIRE HYDRANT ASSEMBLY_ i
EDGE OF PAVEMENT-- EDGE OF PAVEMENT
I
I
H
N
LOCATION MAP
NTS
RETENTION POND
L LAN
CREST ELEV. 41.00'
ELEV. 4200.
WELL GRADED SIZE
GAP BEDDING
ds0 STONE
9" MAX. STONE SIZE
MIN. 12" THICK
SECTION
OVERFLOW WEIR DETAIL
NTS
L EGEND:
J',• 6' HIGH (MIN) CANOPY TREE (NEW)
CREPE MYR TL E
I GAL. SIZE SHRUB (NEW)
NORTHERN PACIFIC JUNIPER
EXIST CONTOUR
I 42_00 FINISH GRADE
-
SURVEY SURVEY AND TORO INFORMATION PROVIDED BY SHERWIN D. CRIBB R.L.S.
SANITARY SEWER AND WATER INFORMATION
OBTAINED FROM NEW HANOVER COUNTY RECORDS.
TOP OF SLOPE ELEV. 42.00'
I° WATER STORAGE ELEV. 40.43
PERM. WATER SURFACE ELEV. 38.80'
7 _Q � 1
ELEv. 31.60' 2-I/2
RETENTION AREA
NTS
DEWEY BROS. CH-BN-I
DISCHARGE STRUCTURE
NTS
SITE PLAN
I" = 40'
/ I 40' 20' O - 40' 80
3 7C=====
GRAPHIC SCALE
TOP ELEV. 40.43'
INV. 38.80'
z
N_ I
3- GRADE
SWALE OUTLET DETAIL
NTS
BLDG. rSLOPE VARIES
FIN LyL�
CURB/SIDEWALK
11'-8" - ! II'-8" i 18'
' PARKING
DRIVEWAY SECTION
NTS
GRADED RIP RAP BEDDING
TONE SIZE = 4"
�X. STONE SIZE
MIN. 12" THICK
EXTEND TO 2' BELOW
PERMANENT WATER LEVEL
=4
1 zl4ik'S
N CHART
3 I 1214195 CHANGEDEE ELEV. OF•'TOP OF DISCHARGE OUS AREA SSTRUCTURE
FF.
-SSMH 04
TOP 40.36
INV. 33.01
F_
Inl E E��� rnl
Iuun(�� DEC 0 5 1995 U
DEM
e nJ # Sf c.�8 a5c)311
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