SW8960409_APPROVED PLANS_19960515

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WILSONS
OLEANDER DRIVE
WILMINGTON, NORTH CAROLINA
HANNAFORD BROS. CO.
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D �0 OLEANDER DRIVE - S, 966E — - - —
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N i ri Wo ® A&K N0. 95015 © 1995 ANDREW & KUSKE
♦ ,

DEWEY BROS. CH-EN-1
FRAME 8 GRATE OR EQUAL
----WELL GRADED RIP RAP BEDDING
d50 STONE SIZE ■ 4"
'k 6' MAX. STONE SIZE
TOP ELEV. 5005'
i I INV. 49 GO'
15` MARKET ST
INV.. 47. 47.70' Z
TOTAL AREA 3/4' PVC GR
PARKING LOT, 1N PLACE 5�en
O; Z TOT4L TOTAL 1N7E.RI0R INTERIOR I 0
2 TOTAL PARKING DISTURBED BUILDING A,NRERVIOUS LANDSCAPING. PARKING LOT OUT Q
AREA SPACES AREA AREA SIDEWALK PAVED A.4EA5 AREA CURB, 61 DRIVE LANDSCAPING
? (SC FT) (EA/ (SO FT) ;SO FT) (5Q FT) (SO FT) (SO Fr) (SO FT.) (SO )rT%
I TOTAL SITE R ry i1,509
EOv ED N/A 40 N/4 N/A N, A ,N/A N/A :Y/Q
TOTAL SITE SHOWN 64/00 42 61,100 ), 000 400 16,766 27166 18,868 2,;'02
loT DISCHARGE STRUCTURE
IN A WELL-DEFINED CHANNEL 3 GRADE NTS
LAN EXTEND THE APRON UP THE �� z
CHANNEL BANKS TO AN SURVEY INFORMATION BY: i 1 - !� r,l ����{/mod j` Al,LEVATION OF 6' ABOVE THE JACK G. STOCKS N.C- NO L-856 f r( (C/1V (lJL
MAXIMUM TAILWATER DEPTH MAP BOOK 33 PAGE 226 -- - `� - J WELL GRADED R;P RAP BEDDING
OR TO THE TOP OF THE BANK, LOT 43A SECTION 22-`� r'J '�q STONE SIZE - 4"
WHICHEVER IS LESS. 6" MAX. STONE SIZE
I
DUTCH SQUARE EXTENC.GN
FILTER FABRIC M'N. !2" THICK
TPE'J3RA SPUNa.� v EXTEND 2' MIN BELOW
PERMANENT wArE14 LEVEL O N
STYLE 1125 OR EQUAL LOCATION M A P
- - = NTS
_- - - - - - SWALE OUTLET DETAIL
- NTS
FILTER FABRIC CLEARING/GRADING LIMITS CLEAR'NG/GRADING LIMITS
SECTION I -I TREVIRA SPUNBONO (EDGE OF PAVEMENT)
OUTLET PROTECTION DETAILSTYLE 1125 OR EQUAL G+E+ttCoD RMY (PROPERTY LINE)
CHANNEL 3 (SEE DETAit_}
NTS --- "'."*'�� 431-20' i5c
0
TBM - TOP OF MH J
ASSUMED ELEV. 50.00'
50' MIN
AkI 4 STONE
Lr, yf+
��►-..�. - ��J�'-' � �
25' OR N'IDTH OF
£ana rlNG " f i i _yy'z -y
"�
PROPOSED STREET
ROADWAY � ; �� •- �. �, � ���
WHICHEVER 15
GREA TER.
4 -
/ PLAN
{l 50' M!N
CROSS SEC iION
CONSTRUCT/ON ENTRANCE
NTS
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y C3NSTRIJCTION 1 "' 5/3
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AyyD PERMANENT] l
EXRANCE I tII Rr
r I t 1 II I ! ! o PROPOSED 80' X 125'
D 8'-6` I E' - !
- - r.cc.,ima r,7`771)
E TYP. I'` .. n F.F. 53.00' G,
336 ' m I e I �i 207 a 1 9 ! m_ i. n. OD
(� R� , U, rJ, _ w _ I I I�.
a GJ s II !� I 5' 0 :" 30`._ _ CLEARING GRADING LIMITS
err, A V (PROPERTY LINE)
1: 1t
` m NOTE!
CO ROOF DRAINAGE MUST BE ROUTED '
rn - , p -_ -_— __-- _—_ -� ,_- -_SWALE - T '
INTO 0 PARKING LOT/DETENTION AREA
�. ` T f SEE SWALE OUTLET DETAIL
- --- - --- - - - - - - — - -- _ - -- u.i
! • Ov'ERF Ow -�-- - - 1° 8 �� 50.70 } 5!30
SPILLWAY I �,o
{SEE DETAIL] = — — — — — - —7
�
o INVERT 47 50 — — .� — ?--- —nr 52 - —- - --- —- - -- - -- -- - -
t -4`sI ;5
I SEE OUT: - - 4fi
PROTEC-ION — - --47
- 4B -- - -- 46- - r ii 16 -6`
! n ELEV. 49. LEV. �'?-Q. _ - TYO.
im ELEV. 49.50 - - — --- - - ?!7 ll I I 166��
ELEV. 50.05 - ii ; 5
RA of A'JD ELEV. 51.00FN
UTIL, SEM 0:SCHI-R?E STRL•CTUBE L i A CEPRTLI 'rYE:R
(bFE DETAIL) TOP ELEV. 49.50
S� + �,
TEMPORARY 2.IO
- - - - - _
CHECK DAM
(SEE DETAIL) 1 ---- -- --- I� - - 27 If
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-
.: _ _ 1� HaRA PRP R �V E D �
--_ - - - _ MANAGEMENT COMMISSION
_ DIVISION OF WATER QUALITY
3 �070 6� _ Stofimraifr pf ni t No.
GRASSING SPECIFICATIONS L L �it PVZ-I.'
CLEARING/GRADING LIMITSTEMPORARY: ANOSCQPElSLANOS: (PROPERTY LINE) S<' _ ,�
L , �_ A
SEED NG MIXTURE: RYE 120 LB/ACRE 39 - ���
SEEDING DATES: AUG. 15 -DEC. 30 6`HiGH (%N!N/ CA.tiOPY TREE (NEw)- (i TREE PER /SLQ,vDJ
SO A ,1E CMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE RED MAPLE lAcor Ruyrum) ' Y
AND 1000 L8/ACRE tO-10-10 FERTILIZER I GAL- S•'ZE SH..<7UB (NEW)
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH NORTHERN P4CIFIC ✓&PPRER
ANCHORING TOOL.
_ 8L'FFER TREES.• �_ •D E C E I V E
TEMPORARY; 6'HlGH (MIN) CANOPY TREE (NEW)- r20' APART)
SEEDING MIXTURE: RYE 120 LB/ACRE
SEED NG DATES: DEC. I - APR 15 RED MAPLE fAccr RubrumJ �J
AUG
SOIL_ AVENCVENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE ;OOO F.'NlSH GRAi:E ELEVQ TIGN �ggj
AND 750 LB/ACRE 10-10-10 FERTILIZER -
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH '--_
ANCHORING TOOL.
TEMPORARY:
SEEDING MIXTURE: GERMAN MILLET 40 LB/ACRE
SEEDING DATES: APR. 15 - AUG. 15
S&L AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL.
PERMANENT:
SEEDING MIXTURE: PENSACOLA BAHIAGRASS 50 LB/ACRE
COMMON BERMUDAGRASS 10 LB/ACRE
GERMAN MILLET 10 LB/ACRE
SEEDNIG DATES: APR. I - JULY 15
SOIL AMENDMENTS: FOLLOW SOIL TESTS OR APPLY 3000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE 10-10-10 FERTILIZER
MULCH: APPLY 4000 LB/ACRE STRAW. ANCHOR STRAW WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL.
EROSION CONTROL GENERAL NOTES:
The Owner shall take all reasonable precautions to avoid the sitting of
streams, lakes, swomps. or other water courses due to the construction of
this project.
The erosion control details shown hereon are for the Owner's and his
Contractor's reference and the Owner &hail determine which detail is applicable
as the work progresses.
All trenches shall be stabilized as soon as is practical to minimize
erosion. When York is to cease for overnight or longer, the open trenches shall
be left so as to prevent water in this trench due to role or other causes from being
channeled into a creek, lake. swamp, roadside ditch, etc.
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
that time, all temporary control devices shall be removed and disposed of so as to
cause no siltation of streams or any adjacent property.
EROSION CONTROL SEQUENCE:
I. Obtain Erosion Control Plan Approval.
2. Protect construction entrance(s) as shown on the detail on this plan.
3. Install temporary check dams in front ditch.
4. Install detention pond (incl- discharge structure and overflow) to serve as sediment basin.
5. Grade site as shown on this plan.
6. 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.
7. Maintain erosion control measures until permanent ground cover has been.
established. Inspect weekly and after rainfall events. Make needed repairs
immed!otely.
18. Request final inspection and approval by Erosion Control Engineer.
9. Remove aH temporary erosion control measures and stabilize those areas.
Restore detention pond to design dimensions shorn_
F?LTI
NO TES-
/ INSTALL PINE STRAW AfULCH /N ALL LANDSCAPING AREAS.
2 XL u. rUkPtD AREA >vOT TO BE LANDSCAPED SHALL BE SODDED
WITH COMMON 8ER.'WV0A SOD OR APPROVEO EOU,4,,
3 ALL TRf-ES ARE TO BE MIVa4fUM Z" III DIAWETER MEASURED 6`A8OVE THE GRo A'a
4. ALL TPEES USED SHALL SE NO LESS THAN 6' IN HEIGHT AT PLANTING
S. ALE LA,'1DSCAPING SHALL BE CURBED OR OTHERWISE PHY5ICA4LYPROTECTEO
6 PL ANTI4G PL AN TO BE APPRO VED PRIOR TO INS TAL L A TION
7 INSTALL HANDICAPPED PARX'IN SIGNS R7-6a .4ND R7-8d
A T EAC,-f HANDICAPPED PARKING SPACE SHOWN.
8. WA TER SUPPL Y 8 Y OTHERS.
9. NO OFFil TE W4 TE.4? ENTERS THIS SITE
10. NO WET, ANDS EXIST ON THIS SITE.
h
I' LAYER OF
NO. 57 S70NE
FILTER FABRIC
EROSION CONTROL
STONE
d50= 9"
dmax ` 14'
SECTION A -A
CHECK DAM DETAIL
NTS
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2y 1 w
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SITE PLAN
/" = 20
2C' /O' O 20' 40'
RETENTION POND
GRA-I PH%G SC,4 L E
PLAN
�B I
CREST ELEV. 50 40'
E'r. s 00'
NDTE: ENTIRE LENGTH OF SPILLWAY
TO BE SODDED WITH BGRMUDAGRASS
SECTION
OVERFLOW WEIR DETAIL
I
uTS
a3o,I # jam(
,,--TOP OF EARTH WEIR 49 50 BEYOND
TOP OF BANK 5! 00' (MIN.) 2.5:1 SIDE SLOPES ON WEIR
6'-0" 1
6 3 MAX.
I" WATER STORAGE ELEV. 50.05" I I 6 TOP OF 6:1 SHELF ELEV. 50 00'
PERM. WATER SURFACE ELEV. 49 00' — — — — 1. START OF 6:1 SHELF ELEV. 49 00'
6'-0'
ELEV- 44 50 2-t--tt/2 MAX -
SECTION A -A
STORMWATER DETENTION AREA
NTS
TOP OF EARTH *EIR 49 50
2.5:1 SIDE SLOPES ON WEIR
TOP OF BANK 51.00' SlvtlN.j 3 MAX.
TOP OF 6:1 SHELF-ELEV, 50.00" ! 22 -O
PERT+, WATER SISRFACE ELEV 49.0-�' r�oR6B+a`I'
i
ELEV. 44.50'
94'-0' 6'-0"
SECTION B-B
STORMWATER DETENTION AREA
HORIZONTAL SCA-'E I' ■ 20'
VERT!CAL SCALE 1/4" - I'
I' WATER STORAGE ELEV. 50 05"
BOTTOM OF FOREBAY ELEV. 47
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DRAWN BY:
WJR
CHECKED BY:
JRH
DATE:
4/I8/97
JOB NUMBER:
7009
DWG. NO.