HomeMy WebLinkAboutSW8960404_APPROVED PLANS_19961017STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 CIla O` Q4
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
I qq to 10 1
YYYYMMDD
SAND WASH -OFF
SHOWER AREA
EIP ON LINE
I
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ATLANTIC OCEAN
APPROXIMATE HWL
CONTINUE AS REQUIRED TO
SPAN DUNE. PROVIDE STEPS
TO BEACH.
_ BEACH ACCESS
/
CAMA LINE
--
CAMA LINE
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- t 55 LF- 12" SOLID PIPE O 0.20% F- 12" SOLID PIPE O 0.20% - •' 1 PIP O 0.20% 50 LF- 12'3' SOLIB PIPE O 0.20% 2- 24" PERF PIPES IN 3'z-6' TRENCH 0 Z_
1 0 14X5 2- 24" PERF PIPES IN 3'x 6' TRENCH 2- L" PERF PIPES I 3'x 6' TRENCHall 2- 24' PERF PIPES IN 3'x 5' TRENCH 2- 24" PE F PIPES IN 3'x 6' TRENCH 1 X50 13 30
_ F PIPES O� � O O O O O O� O O O O 12 Z
1 2 3 4 5 6 7 8 9 10 tt
REQUIRED 25'-0'
SET -BACK LINE
VICINITY YAP
NTS
J�LNCH z 1 3 a r S s
-70-----14X --- - X40--- ---'uX - --- -- 4X40 ----14.X.65�----- x451_---i�c65 _ 1 5.----- 1 7Q_ 12 70 __..�W�----.-__
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. - _ ... ,* .:, .:. �,. 3. 'x—--r"—` .+.—+•�.. ' r .r . EIP �(l������
% 12 EXISTING SIDEWALK ONE WAY
ONE WAY \ --_— - -.
ENTRv -F - ------r2---------- - —'—_�__.�
\ 12 NE
BOTTOM AND SIDES OF CIfANL SHALL BE SEEDED C ' OGT �l(J
32 LF SLOTTED DRAIN
\ OMPLETION OF GRADDM TO ESTABLISH ` EXIT IMMEDIATELY UPON C
42
12
FIRST STREET
(60'R/W)
12
A VEGETATIVE IMER ADEQUATE TO PREVENT EROSION
MAX. ) HA V SLOPE
..-_- .___aI � �
VSLOPE
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77777lIT777777
�i��i /77^77.- 'r��I7T1TJ77T17?777r?/7/771/, 7?T71777777J71-11477177j7_7%/1,�71
NOTE. SEE PLAN FOR TOP OF SLOPE AND BOTTOM OF CHANNEL ELEVATIONS
VF GETATED F i TFR SF(7 EYIBT
No Scale
Vem e41
ELEV.
EXISTING SIDEWALK fly% LEIY. SECTION 1 SS
ILIQ
r r wr�'rl'^`b+�11^3 ,Zrl'"e 7 :/•
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✓ mN `SC3 �' K-`I?`.Si=J.ir:. r c S L irk r''iC
GENERAL NOTES: LEGEND
I. Site plan and base sheet information provided 0y
d.G- Johnson Architect P A_
2. Topographic and boundary information provided by
SILT FENCE----z
-.
Tompkins Land Surveying.
3. This plan is to be used only for groping, sediment
and erosion control, and droinage/stormwote, management.
STONE OUTLET
See site plan and building plans (by others) for
specific site layout, pool and bulkhead design,
building design, parking design, etc.
PROPOSED ELEVATION
14X65
4. Owner. MrOdell Wlliamson
$2 Causeway Drive
TJcean
EXIST CONTOUR
Isle Beach, N.0 28469
5, Site Dota-
Total Sde Area = 1.40 Ac.
'VEGETATED AREA
r
Building Area = 0.42 Ac.
`
Pool House & Pool Deck Area = 0.02 Ac.
Pork ing7Drivewoy Area 0.44 Ac.
CATCH BASIN
T Impervious Area = 88 Ac.
Iotai
Percent impervious Area = 62.9.
Vegetated Area = 0.52 Ac.
SCALE IN FEET
i
VEGETATED FILTER PROFIL
No Scale
ELEV..
4
S'x 10'X/2•' ,
CL S RWRAP
D E C E I V E
SEP 3 01996 D
PROJ#D C
This drawing Shall not be reproduced In
whole or in part without written permission
of East Coast Engineering Company, P.A.
A
t
tic sloned drain pipe to
infiltration pipe with elhow
I ivpical each end )
12" CMP rate Solid weh spare, -- 1 3:'4" finish course
I 3; tnthick ftyp.) � I
bearing bar -
�-
6pr.lte 3/14" thick [v
d high slump concrete
to top of pipe
\ a
SILT FENCE STONE OUTLET PLAN VIEW c' cMP
NO SCALE R
��— rough shaped bed
LOCkling CAP _.
w tlpAp
Steel Outer Casing --a--
Ground Surface ,
Cement Gran �I v * t
PNNaxW Barrtonhe I Y
(hydrated w I distilled
water to form see0 1
I r
Outer well Casing
F. r
2,
1. The monitoring well shall be constructed in Sand — ..;.
accordance with NCAC T1SA: 02C .0106(c)(1).
2. The well head shall be labeled with a highly
visible warning saying "Wall is for monitoring and
not considered safe for drinking."
3. A 'Well Construction Record' shall be submitted _
to NCDEM, Brunswick Hospital, and the Engineer
within one week of well construction.
L • \! l• � I "�a
Cleaned Washed --
Sand Or Stone -
-: i
e 12' MIN.--31- '4-- 10'
2' PVC Well Screen
1%
i-
Casing Shall Be —
Cemered In Borehole
PLAN VIEW
MORTAR BED CAST IRON 12' ADS
ALL AROUND FRAME & GRATE WALL SOLID,PE
y lill 1_11e_ likos I 11711111111011111
A
z
5
WIDTH = 15'
6"
EXISTING 6" DIVERSION TO DIRECT RUNOFF FROM: R/W
STREET
SECTION VIEW
• • �s _ • p • D
•
IS' HEAVY DUTY PERFORATED
PIPE W/ 'SOCK CLOTH'
GEOTEXTILE FABRIC
T END
A. BURY THE TOP END OF THE JUTE STRIPS IN A .r
TRENCH 4INCHES OR MORE IN DEPTH, ,4
r
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH ROW OF STAPLES, 10 INCH SPACING, h W • y�" `�-
�4pL\./ \ \/♦
4INCHES DOWN FROM TRENCH. xi ,j-�- .y
L
OVERFALLy W
C. OVERLAP -BURY UPPER END OF LOWER E. �
STRIP AS IN •A' AND 'B'. OVERLAP END V
OF TOP STRIP 4INCHES AND STAPLEi
y 4 ' \ T(SbhJS prL' V
EROSION STOP - FOLD OF JUTE BURIED IN '���\� \� ♦",x. G
SLIT TRENCH AND TAMPED, s,
DOUBLE ROW OF STAPLES PLACE STAPLES 3'
`"+ off" APART IN A DIAMOND
PATTERN TO KEEP
r +� x �" Vr 4.rt�j ex,„,.• MATTING FIRMLY IN
CONTACT W, SOIL
�TYPICAL STAPLES
w �
V e6 GAUGE WIRE
{
GROUND ELEVATION
METAL POST +
3'
WOODEN POST --1
FENCE POST
HOG WIRE
FILTER FABRIC
FILL
STONE
POST: WOODEN-6' LONG, MINIMUM 3" DIAMETER
METAL- 6' LONG, TRIANGLE STEP
MAXIMUM PLACEMENT OF POST TO BE 6' OR 8' APART
MARE: 32' MINIMUM WIDTH HOG WIRE, 10 GAUGE LINE WIRE
STONE: N4 WASHED STONE, TO BE PLACED 6" DEEP
FABRIC: 1. STANDARD FILTER FABRIC WITH HOG MARE
FOR 8' POST SPACING.
2. EXTRA STRENGTH FILTER FABRIC WITHOUT
HOG WARE FOR 6' POST SPACING.
SILT FENCE
NO SCALE
057 CLEAN WASHED STONE
Special Note:
Per the UaYed Stites Department of Agricaltem Natural Resources
CG&mmdea Serviu, a temporary leading schedok is recommended as
follows: German OWN at the rue of 40 IbsJacre between April 15 lad
August 15 and Rye N VA Undacre between December and March. This
reeomeeadatleu Is for bmpemry grass cover only and sball not relieve the
contractor from providiq the required permanent grass cover.
SEEDING SCHEDULE
All vegetated areas shall be stabilized by the establishment of a permaomt
gams cover. The seed species shall be selected based on the soil type, seasonal
conditions and other considerations. As an alterative, the comraetae may ale the
methods and schedules shown below, however, it is recommended that a special list
be consulted with attention given to site specific conditions
a- Cultivate area to a depth of 6".
b. Apply agricultural lime at the rate of 40001bs- per acre.
c. Apply 10-20-20 commercial fertilizer at the rate of 1000 lbs. per acre.
d_ Sow grass seed at the following rates:
Kind Rate Per Acre
Common Bermuda Grass
unhulled 20 lbs
hulled 12 lbs.
Pensacola Bahiagrass So lbs.
Korean Lespedeza 251bs
Tall Fescue 301bs.
e. Mulch with straw at the rate of 1 L2 to 2 tons per acre.
f. Anchor straw with asphalt emulsion tack coat applied at the rate of 300
gallons per acre in locations as authorized by the Engineer.
Constuction Sequence:
1. Install Construction Entrances at proposed points of access from public
street.
2. Install Silt Fence around perimeter of site.
3. Rough grade site and install outlets along silt fence in areas of
concentrated flows.
4. Seed and mulch all areas around perimeter of site which are to be
vegetated. Install
jute matting in channels as required on plans.
5. Construct Level Spreaders as shown on plans.
6. Construct stormwater infiltration system and install Inlet Protection
around each
catch basin.
7. Construct buildings.
S. Fine grade parking areas and stabilize with stone.
9. Pave parking areas and seed and mulch lawn areas.
10. Once site is stabilized, remove temporary sediment & erosion control
measures.
_ A 1 U&14 lL JduaI jlK lJ 114V a ulLI N!-' w LL•'-Wail
T>
C�
-- �CS�Fi>v:C:f3'UIC�'II+�i`T
y
24' ADS aEAVV
PERPOFnTED - - _ - __ - -12 MESH WIRE PLACE CONCRETE BLOCKS UTY
STORMWATor DETAILS
GEOTEXTILE FABRIC
SEE PLAN F PIPE p '/ (OVERLAP 6' MIN.)
pQ _ TWO COURSES HIGH OCEAN ISLE BEACH MOTEL
FOR ¢ 1 _ ,L 4
O y - AROUND INLET OCEAN 13I8 BBACH, NORTH CAHOI,HiA
INVERT ELEV. ¢ Z 4 1 <q — N 57 CLEAN WASHED STONE
' 'ADS PERFORATED PIPE ;.: �x� � ,'\ ` ` ...o.. -
\ rn \ \ -. _. _ __. 24' ADS HEAVY DUTY \...... ..�w ash.
r
WITH'SOCK' CLOTH PLACE ONE BLOCK OPEN ON 1
i
EACH SIDE OF INLET t
C'088
INV. ELEV =
yiL•trL a.$g 4� \ \ \ \-a. �..v �,a,a.A.o.� \ f ♦ ,
r r r•r•r•r r r r r r r r r r ra rrrr ::' r :LrL: (TYP) SECTION VIEW 17 5 II g
%
L.L..ir,.L}1. L.L L L ti b. t•4 ML t - .b L ti L ti L L.•,.y. L.L.
, }•r.r• r• rl }•ra•r•r•r,r•r r•r•r•r - r•r•: •:•r•:•:•r, r•: •. � SEE SITE PLAN FOR '•:..'�'/ElQ j'.--N.. COIIIPflIIy, P.A.
L•YL•L•Y{. •L•L•LH.L•4 r �•L L L• ' ... L•L•L•bbYLK• b•.• i- - —
•:•r•r•:•••M a•r•r•r•r.r• ._Z.:•}•}•r�.7`?�l`T`Yet-7`t'7`7`7`7.7t'i.r.r•r.r.r.r•r. r.r.. DIMENSION
�ti•L•L•L• COMPACTED GRAVEL OR STONE' L•L•L•L•Lf L•L L•L•bMiK•L•L 4•L•{� L• . L•L•L•L•L•YL•L•b L•L• i s
• r•r•r . •r}}•r•r•r.r.r r} r r r r r r r} r-- r r r r r•r•r•r.r•r•r r}r r r
1tiQ•L•=iq•L••Yl•vl•\•L•L•11•Y•,•LN•l•1•L•L•L••.•L•1••.• m L L L L L L L L L L L L L L L L; L L L L L L L L L L
r r r.r•r•r•r•r•:.:.r.r.}•r•r•r•r•r•r.:.r.r.r.r.r•r•r r r hr r.r r r r r} r r r r f r r 1 r r S r r r r� r Consulting Engineers
5 = J SECTION VIEW . .
..n+J,,\ j:%CcG.C,.J,JiP,,C,.Cn.c.c�•cd,.r,R/.`YJ.,deC,.Ci`•,,\x.P... .`�� ,? `L � \ �i\xn �x �6\,\ �,\ , ..a aG. �
3/14/96 -Revised due to Shallotte, North Carolina 28459
rev'�sions to Site Plan 4918 Main Street — P.O. Box 2869
SECTION A -A SECTION B-B STORAGE PIPE TRENCH DETAIL BLOCK & GRAVEL INLET PROTECTION 6/20/96 - Revised due to 910.754.8029
CAMA comments
CATCH BASIN DETAIL NO SCALE NO SCALE / Dotes .' 96 Drawn
NO SCALE e 9ro-CaFsh Basin d �
This drawing shall not t reproduced per s e+aiI Checked By DBH
whole or in port without written permission 99
of East Coast Engineering Company, P.A. Sheet 'ZofZ
1
ATLANTIC OCEAN
APPROXIMATE HWL
CONTINUE AS REQUIRED TO
7177 SPAN DUNE. PROVIDE STEPS
SAND WASH -OFF TO BEACH. ..
SHOWER AREA
BEACH ACCESS
EIP ON LINE- CAMA LINE
CAMA LINE
_—��__________ I-;_� STABLE NATURAL
_- 12'=-_'\'/' i1.\ \_I 1 1P' -_ �. 4-2� __ 'I
_ r \ _ _ _ M2 y / _ - - LINE OF VEGETATION
'r-W IW �� vJ W_ 1 �\+I \W a }2+' / \ r ^yr - \ / I ' `\ I / \ �'/1� \ \\ �1Z I \ \ _
112 1 ( i .. \ _ 15 \ \ _ _ _ _
.Y W W \ / { \ `1 \ `'\ F � �. '�/J / �. _ _� J
1 it \ t ! _ J MM �\
I Wl o \� m /1(J t. /j _�- \ v+ /--- _ 1 / I 14 i \ \ \� y4- \ /� f _=-20-�_ _ \ IE/Pa
-lam G y4a \\ '7?I1 }- / \ ?3 l// _ `\ / / ":. __y / ! 1 `l�'//� NU'\'E
e A. w w�w \ W w w �yw r % W I I I W W W W \ / w w w w w w / / _ / / / \— — I \ ` l / J I _ i ' Y �'4 ' 16 1. I f / / ! / / I j L 14 /\ (.t / \ \\ / fi \ J / \ -, 14\\l
i I / \ \ `\ 1 ! / l4
.13-
-_
PUMP
HOUSE
'• POOL W w w w w .� 1380 ''--�_l ``--13-0 \� \\\\`'� 00
WOODEN DE&ING 12
W W W m W W z \ \ \ \ 1\ / \ I 1 \, \ O
w w w w w w w w w Mir
_ I W .W� W WW wWW wWW wW W W J. WWWWw W m\'` -/13J �8A00= /14 /
/
1-2
E/PD aNCNF
51T /1W 1!2
\ \ REQUIRED 60'-0"
52 LF- 12" SO PIPE®-030
\ W i
SET -BACK LINE
1.78
■ ■ IIo ■ ■ NV*142 ■ — - ■ ■ ■ (/ ■ ■ ■ 1 \ ■\ 10
// /` ONE -WA`
\\ II WN 31 32 35 36 9 1 40 / / 43 44 7 4 51 52 55 56 60. / 11� \
W
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o cy n (6 m °o f
o 0 0 0 0
T 1 J
~ - Iw-- /� 1� / 1 " / a i 6 LF- 12Y S ' D PIPE ® 0.20%
••• �F�+� N m J.i= N N voi u0i JJJJII N v�i JJi��LL ai m 1 / ! 0 1 y �, �? I & 5'x AO'x 1 CL B RIPRAP
1 ■ ■ �i w ■ ■ "" a " ow ■ ■ 33 34 ■ 37 38 ■ 1 42 ■ 45 46 ■ 49 50 ■ 53 54 ■ 57 58 sit-[
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SLAB EL ATION= ®w " "''"' SLAB EL ATION} w w \ \ \ 1 /
/ W
W \ I W W W 14.40 TYP.J W W W W W W 14.40 .J W W W r/ I V w
W� \ \ I /\�' I—\
I \ ,y \ \ I w \
'Ig j 2- \ ON WAY r I y 1-a - Q_
w w e� 1N 26 1 t y 25 W 24 W 2 W 22 W W 2p !/, J O'nin
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N N w w N ! w w O w / _ !i' _ — —\ ~ = !/' \ wASPHAL \^� 112X30 12 X30 y REQUIRED 25'-0"
\ a f O a l� / - o " -_'-a \ / A N o I SET -BACK LINE
x 27 I z II m % f i / -m 'r- - - 42- y 11� / /
c 78 LF- 12" SOLID PIPE 1 \ II II �m a > a j II II \ / / II II. -- — \ \ � 1-4
® 0.30% \ a > o z i nL j ... / / n� o. > / ,a v
o z n ? - i z / o z 54 LF- 12" OL\Ve PIPE 0.20% II 11 a 1� o
55 LF- 12" OLID PIPE ® 0.20% 52 LF- 12" LID PIPE ® 0.20% 52 - 12 SOLID PIPE ® 0.20% 50 LF- 12y SOL PIPE ® 0.20 . - 2- 24" PERF PI S INT 3rx-6' TRENCH a0 z N \ \ I
atclgt 1 0 / /1 5 \ 2- 24" PERF PI ES IN 3'x 6' TRENCH 2- 14" PERF P ES 3'x 6' TRENCH 2- 24" PERF PI ES IN 3'x 6' TRENCH 2- 24" PE F.PIPE IN Tx 6' TRENCH 1 50
atcrtac�. 1 28 ,{ - / \ / _ / )2X30 12X'�0%1
b 1" 3 O L�J/1 x PIPES 1\ O O \ O O O O O Og Og 1 11 \ _O'I 1 14 13 - / 16 M J /'
E\P x�.�y.' 4x e� a .t+�-s.-���r.rz-+,.-�'" :w.. _ z--��.TT
-a—a-" 2 `I.0
- 70 ER R/W
_ - - - 2- \ EXISTING SIDEWALK ONE WAY
_ l \
ONE WAY �32
-- ---"-'! -_ -'----' �---------_---_--- ---'"-,-12ENTRY LF SLOTTED DRAIN '- - ' - - J
/ /� 18
EXTL / /
1-2`
\\---.-------------------------}2 _ -
FIRST STREET
(60' R/W)
VICINITY MAP
NTS
STORMWATER
E C E I V E
D
AUG 211996
GENERAL NOTES:
LEGEND
PROD# D---- M -
1. Site plan and base sheet information provided by
J.G. Johnson Architect P.A.
2. To and boundary information provided by
Tompkins Land Surveying.
SILT FENCE
—*x
3. This plan is to betr used only for grading, sediment
and erosion control, and drainage stothers) r management
See site plan and building plans y others) for
STONE OUTLET
�ZO1' /� �� /� �J
'' 1I�Zj� FF F—A / F-
ATC//�i''t L
specific site layout, pool and bulkhead design,
building design, parking design, etc.
PROPOSED ELEVATION
14X65
4. Owner: Mr. Odell Williamson
2 Causeway Drive
EXIST CONTOUR
STORMWATER PLAN
ceon Isle Beach, N.C. 28469
.- -- _ -__
5. Site Data:
w w 6 o zo 0 6o
for
OCEAN ISLE BEACH MOTEL
Total Site Area = 1.40 Ac.
VEGETATED AREA
w
OCEAN ISLE BEACH, NORTH CAROLINA
Building Area = 0.42 Ac.
Pool House & Pool Deck Area = 0.02 Ac.
Parking/Driveway Area - 0.44 Ac.
CATCH BASIN
Total Impervious Area = .88 Ac.
Percent Impervious Area = 62.9.
SCALE IN FEET
East
Vegetated Area = 0.52 Ac.
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
96-0008