SW7040318_APPROVED PLANS_20040504

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

TRAIL) AS DESCRIBED IN D.B. 568 PG. 669, KILL DEVIL HILLS, DARE COUNTY, REQUIRED PARKING IS 2 SPACES PER UNIT AND 1 ADDITIONAL SPACE FOR EACH / ,. % +
NORTH CAROLINA, PARCEL B-1 & B--2 BEDROOM OVER 2. /``
STREET ADDRESS 2010 A-L SOUTH VIRGINIA DARE TRAIL REQUIRED PARKING = 36 SPACES '` m1
2. CURRENT OWNER: HUGHES RETREAT, L.L.C, (c/o RANDY SAUNDERS) = �, / 1
PROVIDED PARKING 4d SPACES / ,. \ °' y ♦
P.O. BOX 1922 ,♦ /
KILL DEVIL HILLS, NC 27948 EACH SPACE 10' x 18' MINIMUM, ALL PARKING SPACES WILL BE ASSIGNED / \
252-449-8846 2
3. PROPERTY DATA: 10. MINIMUM BUILDING SETBACKS
C ZONING - MULTI -FAMILY USE (USE RH ZONE SETBACKS) ,'/�` ,� \
WO
PIN: 07 9893(13) 13 3969 LAKE DR I DEVELOPMENT
AREA: 66,790 SQ. FT. (1.53 ac.) FRONT YARD 30' / / \ RECOMBINATION oFC. c Ts SAND 3, sEcnoN 11 G�pl
CURRENT ZONING: C SIDE YARD 12' .' ,• r 1
% LAND DISTURBING ACTIVITY : 60 +/- REAR YARD 30' •,/ •,/ \ \ EA
FEMA : 375353 0003 C (4/2/93) 11. ALL UTILITIES SHALL BE PLACED UNDERGROUND. \ 3 \
ZONE AE (EL 9) / \ / 1
4. EXISTING USE: VACANT 12. WATER SERVICE TO BE PROVIDED BY TWELVE 3/4" WATER TAPS WITH r• / `*/ \ / '
/ \ r
PROPOSED USE MULTI -FAMILY (PERMITTED WITHIN C ZONE) SEPARATE WATER METERS FOR EACH UNIT.
5. PROPOSED IMPROVEMENTS: 13. A DRIVEWAY ACCESS PERMIT FROM NCDOT WILL BE REQUIRED FOR THIS PROJECT / / \ / / X
PRIOR TO CONSTRUCTION OF THE DRIVEWAY ACCESS. .'
40' x 122.67' WOOD FRAME MULTI -FAMILY STRUCTURE ON PILING
FOUNDATION WITH PARKING BELOW THE BUILDING. •�/
THE STRUCTURE 15 PROPOSED FOR THREE STORIES HOUSING 14. NO ARMY CORPS OF ENGINEERS "404" JURISDICTIONAL WETLANDS \ / f co
12-3 BEDROOM UNITS. LOCATED ON -SITE. \ \ /
TOTAL NO. OF UNITS = 12. TOTAL NO. OF BEDROOMS = 36 15. TOTAL DISTURBED AREA CALCULATIONS %' ' \ \ / 1
DENSITY PER ACRE : 7.84 BUILDING, PARKING, WALKWAY & POOL AREA: 27,063 S.F. �,/ 4 / 1 co
6. LOT COVERAGE DATA ACTIVE DRAINFIELD AREA: 4,500 S.F.
PARCEL AREA -- 66,790 SO, FT, WW TANKAGE AREA: 608 S-F. ,/ X� / • 1 1
BUILDING COVERAGE : 5,007 SQ. FT. INFILTRATION BASIN AREA: 7,000 S.F.
WALKS, DRIVES AND PARKING : 21,227 SQ. FT. MISC. DISTURBED AREA: 20,000 S.F. / TOTAL COVERAGE ; 26.234 SQ. FT. (39.3 %) TOTAL DISTURBED AREA: 60,000 S.F. +/- +V5 opD CMG'
MAXIMUM COVERAGE : 65% / aQQ
r' Qom` _
7. WASTEWATER DISPOSAL ACTIVE: SLEEVED L.P.P. DRAINFIELD AND REPAIR �F,S'�' R� / \ LAKE DRIVE DEVELOPYENT
WASTEWATER VOLUME: 36 BEDROOMS ® 120 GPD = 4,320 GPD r• F .' \ \ SECTION u
BIOCLERE WASTEWATER PRETREATMENT SYSTEM, TS-2 TREATMENT STANDARD / / M.B. 3 PG 04 /
\ 1
ACTIVE AREA = 1045 L.F. OF L.P_P. DRAINLINES WITH 11 LINES, 95 L.F. '� ` \ 6 \ \ y 10• AC WATERLINE (EXISTING) \ '
EACH AT 5' O.C. /
PROPOSED
EFFECTIVE LOADING RATE = 0.83 GPD/SQ. FT. '' • \ \ \ / 1-11vo PROPOSED (12) 3/4' 1O'x20' SIGHT 1 FIRE
•/ ,/ \ \ \ \ \ / \�G *a0 WATER METERS TRIANGLE * } HYDRANT
REPAIR AREA = 951.5 L-F. OF DRAINLINE IN TWO FIELDS, FIELD A WITH
11 LINES AT 47.5 L.F EACH AT 5' O.C. AND FIELD B WITH 3 LINES \ \ \ / �5'� ENCROAcrIINc 1
AT 143 L.F. EACH AT 5' O.C. •/ ,/ \ ��P SIGN IR 1
EFFECTIVE LOADING RATE = 0.91 GPD/SQ. FT. ` \ 7 / F ENCROACHING WALK
LI
8, A HIGH -DENSITY STORMWATER MANAGEMENT PERMIT MUST BE OBTAINED/ /3W FRONT SETBA RmIS
FROM NCDENR DIVISION OF WATER QUALITY PRIOR TO THE \ \ \ \ / / (HORZ SETBACX) y9'1 59 �s \
ISSUANCE OF A BUILDING PERMIT.
_ 1
VICINITY MAP ATLANTIC OCEAN \ \ \
NOT TO SCALE •,/'
\ \ 9
LANDSCAPING SCHEDULE
L1
6' DECIDUOUS OR EVERGREEN TREE
L2
PLACE SRIALL SHRUBS LOW LYING AND FLOWERS
L3
SOD LAWN WITH FESCUE BERMUDA MIX
L4
SEED LAWN WITH FESCUE BERMUDA MIX
NOTES: 1
9. PARKING SUMMARY: •,• ECM1. SUBJECT PROPERTY: A 4.53 AC. PARCEL LOCATED ON N.0 12 (VIRGINIA DARE THE PROPOSED USE IS 12 - 3 BEDROOM UNITS FOR A TOTAL OF 36 BEDROOMS /
10
\ \ 'ORIGINAL DESIGNATED• \ 10' SIDE SETBACK \
DRAINFIELD EASEMENT AREA (HDRZ) . EIR
El LIN
LOCAOPTIONS PER AWN\
D.B.B. 1037 PO D032 y'j5 y�� Ot
\ \ 12 o
/ / \ LAKE DRIVE DEVELOPM NT \ `�'�`+q
/•` SECTION Ii
\ M.B. 3 PG. 04''_ i r
\ 3 STORY FRAME MULTFAMIILY\ POOL AND CONS DECK ElCCNOOMWIUM BUILD"
12 UTS
:s
13 \ 3 BEDROOMS PER UNIT
,r ,, \ 36 / BEDROOMSTOTAL BUILDING DIMENSIONS : 122.67' X 40'
r • \ \ REPAIR DRAIIFIE}.D A _
LOW PRESSURE PIPE SYSTEM
EIR
'/ 14 522.5 LF. DRAINLIES AT 5'- �;Sy • /• \ \ \ 11 LINES AT 47-6 EACH AT W O-C
•' ,• \ LANDSCAPED SCREEN14Fs ALONG. LINE
/ / \ V TREES AT 20' SPACING AND StI RUBS AT 2' SPACING tr L4 f at, � ,
SHRUBS AND TREES SHALL BE CTED WHICH WILT EIR Y t� �� - \k
REACH A 6' HEIGHT AT MATURITY '
DR 00w
NOW OR FORMERLY \ ' / ;t e 2 t �a
ELISABETH J. DENEKE DIEM a LNG
c/o BERNARD DENEKE
1025 DOWNSHIRE CHASE '• , //
wRGINIA BEACH VA 23452 / - tti'; .•.S •':r"•'tJ^7, f'' ���
D.B. 1007 PG. 0773 / 34 REAR 5ETB ter' %' •'" _
PIN 07 9893(13)03 9824 / +': °, 'i 4� ' 6-
6• pJlt9 AND
C4 BACK OF CURB
1 _ - FACE OF CURB
HANDICAPPED
PARKING
SIGNS
/ ACTIVE DRAINFIELD S { J+ j • 4 `�
/ y LOW PRESSURE PIPE SYSTEM
DESIGN FLOW - 4.320 GPO } V i
(12 UNITS AT 360 GPD EACH) '1 , ; ',^•y QlR
/ 1045 LF. DRAINLINES AT 5' O.0 �, ty'• ; V ' ;9 l r t yy1
/ 11 LINES AT 95 L.F. EACH AT 5' 0.G DROP PLU wmI�
/ LTAR 0.827 GPO /SC. FT 18 POLY ql1LVERT
AND F S.
/ ,� i li �r'�✓ i:- 's ORATE EL - &W NOW OR FORMERLY
THE BANKS CONDOMINIUMS
/ NOW OR FORMERLY t1 ,./�` ��'' c/o CAPE MANAGEMENT
/ J & G PARTNERSHIP (FLYING FISH RESTAURANT) Z r =` ' �' 1410
KILLL SOUTH
IVIL MLLSNI NC 27948 TRAIL
P.O. BOX 2059 a'' t Y
/ KILL DEAL HiLL PNCG. 09279 =�- WASTEWATER PRETREATMENT STEM U.O. FILE 1 PG, 28 AND U.O. FILE 2 PG. 33 �-
r PIN 07 9893(13)13 4980
PIN 07 9893(13)03 9794 DEIGN FLOW - 4.320 GPD
tJ TS2 TREATMENT STANDARDS
1 � -
i-
EXIST. IRON PIPE
f
♦
1 / y
� r o. '
�� I
SIGHT p�µ�
TRIANGLE
EXIS
NG
CULVERT tttt '+'+'J � � i 1 1 EIR 1 1
INVERT IN - 4.85
i IIr CUP ii1/ LANDSCAPED SCREENING ALONG PROP. LINE
t 6' TREES AT 20' SPACING AND SHRUBS AT 2' SPAQNC .+ ��'+
SHRUBS AND TREES SHALL BE SELECTED WHICH WILL :- / �.'+
\ / t REACH A 6' HEIGHT AT MATURITY
/ 1 10' SIDE SETBACK
EIRR EXISTING (HORZ SETBACK) �35 }� / '/J � ' f 1 f
/ / ' I / JDRbP NiLET WITH t
DITCH ' �' ' '' -' . "� . .! '18• POLY CULVERT
' i+ +' 3 ✓ /' AND FES 1 ,
/ 1 / ' : ' / f '• %/ % _ J GRATE EL 8.00' 1
NOW OR FORMERLY 1. / �' � ,�%' i ' '� i� + , . � '! f"•� /'`'�' I ' .��E.iJ. ..- - .. � _ 1 �'
j PROPOSED 5TOR1fMfAiER lIANAGEIIENT 1 1
GRACE LAND HOLDINGS.L.L.C. 1 u . '
/ +' �� t - BASIN EASEMENT. (TO BE RECORDED o 1 O
KILL DEVIL HILLS 53 NC 27948 a� i ++�+' +� r ' ' /~ r / F= tt 1 Z �a
_.. UPON FINAL PLAT RECORDATION) w11
D.B. 1k:1 PG. 366, P.C. C SL_ 738 INCLUDES ACCESS TO U.S 7'JE 1 1
Pw 07 9893(13)14 3036 / / .' +' ✓" �/' 4 = � 1RutSM \ 1 j
PROPOSED 16• HOPE CULVERT Y C
INV IN AT .♦UNCTION BOX- 5.14' r'T� 1 f
INV. OUT - &Or WITH FES � / r `�' �' +� �/, r �' STORMWATER MAMi13EMENT 1 f
INFLTRATM BA W 1
Y 1.5' DEEP MATH 3c I SIDE SLOPES
IIY SIDE SETBACK J / r� TOP AREA - 1.612 SQ FT. o _ 0
(HORN SETBACK) / t +r' /' !' / �' TOP ELEV. 6.od ♦ 1 0.-
BOTTOM AREA - 11.043 SQ FT. ♦ for
+6 dt / �} -•' - i ' ;' BOTTOM ELEV. 6
I +GCS +++f F �. RAW STORAGE - 2.143 CU. FT. Y S 1 4 O
_ �'
� _ � � �' 1 & t '.{� �,r L3 Imo✓ -.4 :' � pA,RK ECM I
\` ± f'. a F ! f f - 11 `PC
NOW OR FORMERLY
_
Low PRE DRAINFIELD
IL
RETREAT CONDOMINIUM
7 ;- KILL DEVIL HILLS NC 27948 ,AID y a 1 t
429 L.F. DR/�iNLl1S AT 5' 0.0
ti � 3 LINES AT 14,; EACH AT 5` O.C. U.O. FILES SUDS 3t4-315 1 1E
r PIN 07 9893(13)t 4 6007 � p
1 a : STORMWATER MANAGEMENT 1
INFILTRATION BASIN '
3� ! # -s 1.f DEEP WITH 3c 1 SIDE SLOPES 1
+� _ Y -y ` TOP ELEV. 8 00 FT. NOW OR FORMERLY �1 APPROXIMATE FIRE
1 I JACQUELINE R. PIERCE f �-HYDRANT LOCATION
BOTTOM AREA - 2,910 90 11.
BOTTOM ELEV. - 6.50' D-B- 1174 PG- 0609 f
RAW STORAGE - 5 542 CU. FT. 1 1 PIN 07 9893(13)14 6053
i Ex CULVERT FROM SAWS
S
.i CONDOMWIUM DRAINAGE f
22• RCP _
INV. OUT - 5.T2' '
L3 * 1(Y x2O' 714C TE DUMPSTER 1 1_
DROP NETT WITH PAD 1MTH 6 H1Ci1 WOOD SCREENING
18" AND F.ES CULVERT ON S' <3) SIDES. (AS Sf IOMAi)
{
GRATE EL - &6&
f
-PROPOSED STORMWATER MANAGEMENT 1 1 1
0' SIDE SETBACK BAD EASEMENT. (TO BE RECORDED NOW OR FORMERLY
(HDRZ SEWCK) UPON FINAL PLAT RECORDATION)
INCLUDES ACCHSS TO U.S. 158 1 JEFFERY H. BREEDLQVE et als
�
D.B. 1090 PG. 0294 + �� PIN 07 9893(13)13 7907
- Tl
1
1 �
- SUBJECT PROPERTY _
AREA - 66,790 SO. FT. (1.53 ac_) 1 l_
AREA CALCULATION BY COORDINATES
PROPERTY REFERENCES: D.B. 568 PG, 669. P-C. C SL. 73B
PIN 07 9893(13)13 3969 1 LEGEND
OEIR EXISTING IRON REBAR a
EIECM EXISTING CONC_ MONUMENT '
OSIR SET IRON RESAR
LAIZ PROPOSED FINISHED GRADE
(SALE OR GUTTER FLOW LINE) •
I +yb EXISTING GRADE ,
PROPOSED SURFACE FLOW DIRECTION
� -W- PROPOSED WATER SERVICE UNE ♦
E PROPOSED ELECTRIC SERVICE LINE
� a
ECEIV
APPROVED
NOMMI CARIMMA ENVIRONMENTAL
MANAGEMEffCOMMON MAY - 3 2004
`- GRAPHIC SCALE am=ofrwmCUAM
- LEGEND 30 0 15 30 6o 120 Ca - by SW; p 1f p31 DWQ-WARD
OEIR EXISTING IRON RESAR ska- 11 low paMgw�
DECM EXISTING CONC, MONUMENT
OSIR SET IRON RESAR ( IN FEET )
1 inch = 30 ft.
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PROJECT NO:
3659
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SHEET:
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CAD FILE:
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PROJECT NO:
3659

Luminare SchedLAr
Projects All Projects
Symbol
Qty
Label
Description
Arrangement
Lumens
LLF
4
A
CAL-LOO-MH-MT-SLE
SINGLE
0800
0.750
4
B
CAL-100-MH-MT-2F
SINGLE
8800
0.750
Numeric Summary
Pro jectt Alt Projects
Label
CoIcType
Units
Avg
Max
Min
Avg/Min
MaxIWAM
N Pt
PtSpcLr
PtSpcTb
OFF SITE/DN-SITE AREA
c
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Fc
0.18
41
0.0
&GO
0A0
661
15
15
Statistical Area Summary
Pro jec-0 A11 Projects
Label
Avg
Max
Min
Avg/Min
Max/MIn
PARKING AREA
0.95
4.1
0.2
4.75
20.50
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Segal
Label
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1
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153
60
15
121.256
0
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A
221
95
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120.256
0
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A
234
173
15
205.463
0
4
A
290
133
15
114.775
0
5
D
357
187
15
117.3
0
6
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446
243
15
124.695
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515
207
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4, 1
' TiUGH'S RETREAT
KILL DEVIL HILLS, NC
Cup"
CONCEPT LIGHTING
sc"& 1• = 30 Pt.
P'"'"` "`C303662A
Do UP
11/5/2003 -
Dww h' MC

PRECAST MANHOLE RIM &
VHOLE SECTION
CONCRETE JUNCT1ON__BOX DETAIL
NOT TO SCALE {SIDE VIEW)
4
CONCRETE JUNCTION BOX DETAIL
NOT TO SCALE (TOP VIEW)
.. DECIDUOUS OR
5 EVERGREEN TREES
(6' MIN. PLANTING
-
/� LOW-LYING SHRUBS.
!' MIN. 30' PLANTING
HEIGHT AND A MON. 9'
MATURITY HEIGHT
FINISHED GRADE
LANDSCAPING SCREENING -REQUIREMENTS
NOT TO SCALE -
Ak
yr
i ! � f f 1 �• I f f � f � i ! !
��f ��, fit, �', Ott - .•�I'►, r �ti, �+, � .�c1, r �'. ��R �'. �Ft.
' PLAN VIEW
LENGTH VARIES (SEE SITE PLAN)
FLOW
tt
.
C�
18-
to 24" DEPTH
S�pQ
24' +
SEASONAL HIGH WETNESS CONDITION
SIDE VIEW
STORMWATER INFILTRATION BASIN
NOT TO SCALE -
1y FLOW '
TEMPORARY SEEDING _ LAND GRADING CONSTRUCTION SPECIFICATIONS
The purpose of temporary seeding is to temporarily stabilize 1. Construct & maintain all erosion & sedimentation
denuded areas that will not be brought to final grade for a control practices & measures in accordance with the
period of more than 30 working days approved sedimentation, control plan and construction
schedule.
TEMPORARY SEEDING SPECIFICATIONS
Seeding Recommendations for Late Winter & Early Spring 2. Remove good topsoil from areas to be graded and
SEEDING DATES- December 1 to April 15 filled, and preserve it for use in finishing the grading
SEEDING MIXTURE of all critical areas.
Species Rate (lb/acre)
Rye 120 3. Scarify areas to be topsoiled to a minimum depth
Annual Lespedezo 50 of 2 inches before placing topsoil.
(Kobe)
'Omit annual lespedeza when duration of temporary cover 4. Clear & grub areas to be filled to remove trees,
d b d L. vegetation roots or other objectionable material that
6 CONIC. SIDEWALK FRAME, GRATE AND HOOD
Is not to exten eyon ne
would affect the planned stability of fill.
� �
NCDOT STD. 840.03
Soil Amendments-
��C77
a
O
19' ace+-
Follow recommendations of soil tests or apply 2,000 lb/acre
5. Ensure that fill material is free of brush, rubbish,
rocks, fogs, stumps, building debris, and other
SECTION A -A
i
ground agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
materials inappropriate for constructing stable fills.
1, C f9•
`f9••
"'
---
Mulch-
Apply 4,000-lb/acre straw. Anchor straw by tacking with asphalt,
6. Place all fill in layers not to exceed 9 inches in
FILTER FABRIC 18" HDPE CULVERT _
Y
netting, or a mulch -anchoring tool. A disk with blades set nearly
thickness, and compact the layers as required to
reduce
eonion, slippage, settlement. or other related
straight can be used as a mulch -anchoring toot.
problems.
CULVERT PIPE INLET/OUTLET
=
8" MIN. WALL THIICKNE55
PROTECTION
-=
26!
-
Maintenance-
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
7. Do not incorporate frozen material or soft, mucky,
or highly compressible materials into fill slopes.
immediately following erosion or other damage_
NOT TO SCALE
Seeding Recommendations for Summer
8. Do not place fill on a frozen foundation, due to
6' MIN. 4,000 PSI CONCRETE
SEEDING DATES- April 15 to August 15
possible subsidence and slippage.
CLASS A
B
a . •.�• f, . • .Q• •
-
SEEDING MIXTURE
Species Rate (lb/acre)
9. Keep diversions and other water conveyance
P ya
RIP -RAP -� � , 1 �
-
German Millet 40
measures free of sediment during oil phases of
/0
PLAN VIEW
3D
.
Soil Amendments-
development.
SECTION_
Follow recommendations of soil tests or apply 2,000 lb/acre ground
10• Handle seeps or springs encountered during
agricultural limestone and 750 !b/ocre 10-10-10 fertilizer.
construction in accordance with approved methods.
Mulch-
11. Permanently stabilize all graded areas immediately
Apply 4,000-lb/acre straw. Anchor straw by tacking with asphalt,
after final grading is completed on each area in the
netting, or a mulch -anchoring tool. A disk with blades set nearly
grading plan. Apply temporary stabilization measures on
straight can be used as a mulch -anchoring tool.
all graded areas when work is to be interrupted or
delayed for 30 working days or longer.
Maintenance-
26'
Refertilize it growth is not fully adequate. Reseed, fertilize and
12. Provide adequate protection from erosion for all
mulch immediately following erosion or other damage.
topsoil stockpiles, borrow areas, and spoil areas.
MAINTENANCE
SODDING
Periodically check all graded areas & the supporting
The purpose of permanent seeding is to prevent erosion
erosion & sedimentation control practices, especially
and damage from sediment and runoff by stabilizing the
after heavy rainfalls. Promptly remove all sediment from
soil surface with permanent vegetationfor the purpose of:
diversions and other water -disposal practices. If
-the provision of immediate vegetative cover in critical areas
washouts or breaks occur, repair them immediately.
-to stabilze disturbed areas with a suitable plant material
Prompt maintenance of small -eroded areas before they
that cannot be established by seed.
become significant gullies is an essential part of an
-to stabilze drainageways & channels and other areas of
effective erosion & sedimentation control plan.
PLAN_
concentrated flow where flow velocities will not exceed that
specified grass lining.
BRICK CATCHBASIN NCDOT 840.01
PERMANENT SEEDING
SODDING SPECIFICATIONS
The purpose of permanent seeding is to reduce erosion
-BASIN
- - - - - -
NOT TO SCALE
Sod Quality
and decrease sediment yield from disturbed areas, and
-Sod should be machine cut at a uniform depth of 1/2-2 inches
to permanently stabilize such areas in a manner that is
-Sod should not have been cut in excessively wet or dry weather.
economical, adapts to site conditions, and allows
-Sections of sod should be standard size as determined by the
selection of the most appropriate plant materials. These
supplier, uniform, and untorn.
areas must be seeded or planted within 30 working
--Sections of sod should be strong enough to support their own
days or
weight and retain their size and shape when lifted by one end.
120 calender days after final grade is reached, unless
-Harvest, delivery, and installation of sod should take place within
temporary stabilization is applied.
a period of 36 hours
PERMANENT SEEDING SPECIFICATIONS
3MOUNTABLE
Sail Amendments-
Soil
Seeding Recommendations for Summer
BERM (s' MIN.)
lime and fertilizer according to soil tests or apply
SEEDING DATES- April to July
50' MINIMUM
2 tons/acre of pulverized agricultural limestone and 1,000 lb/acre
SEEDING MIXTURE
10-10-10 fertilizer in the loll, or 5-10-10 in spring.
Species Rate
Common bermudagross 10/1,000 sf (sprigs)
~
EXISTING PAVEMENTS
Prior to laying sod, clear V- soil surface of trash, debris,
1-2 lb/1.000 sf (seed)
tARnI
FILL
roots, branches, stones, and clods larger than 2 inches in
SEEDING NOTES-
.. GEOTEXTILE CLASS •C' OR BETTER PIPE
AS NECESSARY
diameter. Fill or level low spots in order to avoid standing
1. Sprig or sod. Moisture is essential during initial
water. Rake or harrow the site to achieve a smooth and
establishment.
MINIMUM G OF 7D V# TH OF
ovFR LENGTH AND wIDTIt of
level final rode. Complete soil preparation b rolling or
9 p P P Y 9
Sod must be kept watered for 2-3weeks, but can be
EXISTING GROUND STRUCTURE
�at�nTrrro�s
cultipacking to firm sail.
planted earlier or later than sprigs.
P
PROFILE VIEW
'' Length -minimum of 5a' (•30' for single residence fiat).
Sod Installation-
Soil Amendments -
2. width - 12` minimum• should be flared at the existing road to
1. Moistening the sod after it is unrolled helps maintain viability.
Apply lime and fertilizer according to soil tests or apply
NOT To SCALE
provide a turning radius-
Store in shade during installation.
3,000 lb/acre ground agricultural limestone and 500
2. Rake the soil surface to break the crust just -before laying
lb/acre 10-10-10 fertilizer, or 50 lb/acre nitrogen from
3. Geatexior fabric (filter cloth) Than lplaced over the existing
sod. During the summer, lightly irrigate the sol, immediately
turf -type
� 50` MiIVIMLtAA
ground prior to placing stone. The ploa p approval authority may not
require single family residences to use geotextae.
before laying sod to cool the soil and reduce root burning &
Yi S 9
slow -release fertilizer. Add 25-50 lb/acre nitrogen at -
LENGTH
4. Stone - crushed aggregate (2' to 3') or reclaimed or recycled
dieback.
3. Do not sod on grave. frozen soils, or soils that have been
2-3 week intervals through midsummer.
-
• 10, MIN.
concrete equivalent shall be placed at least 6' deep over the length
treated recently with stenlants or herbicides.
Sprigging -
and width of the entrance
4. La the first row of sad in a straight line with subsequent
y g q
Plant sprigs in furrows with a tractor -drawn
5. surface voter - all surface water flowing to or diverted toward
rows placed parallel to and butting tightly against each other.
transplanter, or broadcast by hand.
construction entrances shoN be piped through the entronce,
Stagger strips in a brick -like pattern. Be sort that the sod is
maintaining positive drainage Pipe installed through the stabilized
not stretched or overlapped and that all joints
Furrows should be 4-6 inches deep and 2 feet apart_
'r 12' MINIMUM -. 10` MIN. EMSTING
construction entrance shall be protected witIh a mountable berm with
are butted tightly to prevent voids. Use a knife
Place sprigs about 2 ft. apart in a row with one end
PAVEMENT
r�DTH
5:1 slopes and a minimum of 6' of stone over the pipe_ Pipe has
or sharp spade to trim and fit irregular shaped areas,
at or above ground level.
y
to be sized according to the drainage. when the SCE is located at
5. Install strips of sod with their longest dimension perpindicular
"s ; � ra
a high spot and has no drainage to convey a pipe will not be
necessary. Pipe should be sized according to the amount of runoff
to the slope. On slopes of 3:1 or greater, or wherever erosion may
Broadcast at rates shown above, and Tess sprigs into
P
to be conveyed. A 6" minimum will be required.
be a problem, secure sod with pegs or staples.
the top 1/2-2 inches of soil with a disk set straight
PLANVIEW xl MIN.
S. Location - A be located
6. As sodding of dearly defined areas is completed, roit
to contact between
so that sprigs are not brought back toward the
l o'
stabilized c0natruction entrance shall at
sod provide good roots and soil.
surface.
`
every point where construction traffic enters or leaves a construction
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
NOT TO SCALE
site. Vehicles leaving the site must travel over the entrre length of
8. Keep sodded areas moist to a depth of 4 inches until
Mulch -
the stabilized construction entrance
the
the gross takes root. This can be determined b tugging on the sod.
9 Y 99 9
Do not mulch.
9. Mowing should not be attempted until the sod
is firmly rooted, usually 2-3 weeks.
Maintenance -
Water as needed and mow to 3/4 to 1-inch height.
Sodded Waterways
1. Prepare soil as described above.
Topdress with 40 lb/acre nitrogen in April, 50 ib in
2. Lay sod strips perpirpindicular to the direction of flow, with
May, 50 lb in June, 50 lb in July, and 25 lb in August.
36' MINIMUM LENGTH FENCE POST. DRIVEN A
the lateral joints staggered in a brick -like pattern.
MAXIMUM CENTER TER To
MxN1ldL�l of i6' INTO couND
Butt edges tightly together.
POSTS
Maintenance -
After the first week, water as necessary to maintain adequate
'
16" iIINIMi3M MEIGHT OF
SECTION B
moisture in the root zone do prevent dormancy of the sod.
`
GEOTEXTILE CLASS F
SECTION A
��STAPLE
_.
Do not remove more than one-third of the shoot in any one
mowing. Grass height should be maintained between 2-3 inches
B' MINIMUM DEPTH IN GROUND
STAPLE
unless otherwise specified.
JOINING TWO ADJACENT SILT
After first growing season, established sod requires
fertilization, and may also require lime. Follow soil test
FENCE SECTIONS
recommendations.
FLO.W.,�
FLOW
SILT FENCE DETAIL
HOT To SCALE (TOP VIEW)
-
NOT TO SCALE (PERSPECTIVE V W]l
Construction Specifications
36' MINIMUM FENCE POST 1�
62' - Cr
2' t-2 AIP%LT
LENGTH
1. Fence posts shall be a minimum of 36" long driven 16' minhnum into the ground.
1/2' R
Wood posts shall be 11/P' x 11/2' square (minbnum) tut, or 13/4" diameter
FINISHED GRADE
(minimum) round and shill be of sound quality hardwood Steel posts will be
R 1/9" R
FILTER
standord 7 or U section weighting not Was than 1.00 pond perNnsar foal
FWSHED GRADE
CLOTH r
FENCE POST SECTION
Z Geotextit shah be fostened securely to each fence post with wire ties or staples at
000000000000000000000000000
0000000000000000000000000
MINIMIM 20" ABOVE
top and mid -section and shaft meet the following requirements for Geotextile Clans F.
3000 P9 CONCfiEiE
0 0 a o 0 0 0 0 0 0 0 0 0 0 o a a o a o o o o D o
000000000000000000000000000
FLOW
GROUND
Tensile Strengtl7 50 lb6im (fnk1,) Test MSMT r
r 6' �. G
0 0 a o 0 0 0 0 a o 0 0 0 0 0 0 0 0 0 0 0 o o 0 000
,.. ......
Tensile Modulus 20 bsfal (min.) Test MSMT 509
x - 6'
LWMtSTURBED
GROUND
Flow Date 0.3 ft / mkpAe max Test MSMT 322
l (max.)
COMPACTED SUBGR
s' eASf oDixssc
E�ncy 75% (min.) Test MSMT 322
EMBED GEaTExTiLE CLASS F A MINIMUM
OF 8' VERTICALLY INTO THE GROUND
FENCE POST DRIVEN A MINIMUM
3. where ends of geotextile fabric suns together' they shall be ov rkspped, folded and
OF 16- i1JTa THE GROUND
stapled to pant eedirnent bypass.
STANDARD CURB AND GUTTER SECTION
4. silt Fence shall be inspected after each reinfalt event and maintained when bulges
- --
- NOT TO SCALE
TYPICAL PAVEMENT SECTION
occur or when sedansd accumulation reached Sox of the fabric height.
NOTES:
-- --- - -- - - - -
CONTRACTION BE INTERVALS.
B"Fu m
NOT TO SCALE
SILTFENCE
DETAIL
,TI� "S�SHAALL WT JOINTA ►W SEALER -
NOT
NOT TO SCALE
(CROSS SECTION ViEW)
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DATE: -err=,•.
SCALE:
03/17/04
1'=30'
DESiGNED
CHECRED-.
A4WR
DRAW
APPROVED:
MLR
M WR
SHEET:
4 4
OF
CAD FILE:
3659H3DS]
PROJECT NO:
3659