SW7070715_APPROVED PLANS_20090223

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

\ LEGEND SOILS LEGEND:
a LEGEND:
FrD BUXTON FIRE PROTECTION ASSOCIATION, INC. x
I - z -- 1 t i ; -EXISTING GRAVEL OUB - OUST, FRIPP FINE SAND
I P.O.P 0. BOY, t24 ar - '-' 1=- -PROPERTY LINE r" - OUSLEY FINE SAND
BJXTON. NC 27920 z w l.1
'is tio� � � ECM ID -EXISTING CONCRETE MONUMENT CUA - CURRITUCK MUCKY PEAT
!; USE. VACANT ';� o \ / EIR'i) - EXISTING IRON STAKE ' •^•'•<-
ZCAVE: C-3 COMMERCIAL DiS1R1CT I �'_ - _ _BARLEY LANE _ _ _ _ _ _ _ - _ z v • -t�_ - EXISTING UTILITY POLE
-��TT J f
I SIR -SET IRON STAKE -EXISTING ASPHALT +�
N� N� Cu A - Q'J e - WETLAND SYMBOL
+ o` N/F JPNICE MARIE NUEMAN CA7HERINE H. GRAY / N/F - • - - - WETLAND BOUNDARY
N/F N/F HOWARD J. & REBECCA E CATOR P.O. BOX 746 CUSTODIAN FOR KRYSTAL DAWN HARDISON J Q �� JAMES P. BAILEY Sep "
TODD R. LYDIA c. c; u\ HEREERT D. cEORGIA L PARSON - SOIL BORING LOCATION
G I ei P.O. BOX 912 BUXTON, NC 27020 P.O. BOX 939 fir• P.O. BOX 1356 _
.Y 3295 RTZER ROAD SE \ _ P.O. "OX 971 �' Q$ BUXTON. NC 27920 r.o o .: m.N.�. e,., -FLOOD ZONE BOUNDARY �. '
ROANOKE, VA 24074 BUXTON, NC 27920 BUXTON, NO 27920 �. BUXTON, NO 27920 �'q - EXISTING 1 ELANDS"
I e USE: RESIDENTIAL - - _... - ,�• % E - EXISTING CONTOUR as a a
\ _ USE RESIDENTIAL _ ZONE R-2A, ALTERNATIVE- ._ USE RESIDENTIAL ¢ .--/ '
EXISTING WN&L- _ USE RESIDENTIAL \ USZ RESIDENTIAL ZONE: R-2A, ALTERNATIVE - ` MEDIUM DENSITY ZONE: k-2N NATIVE ZONE: SED-11 SPECIAL 1® [i : ®® ZONING BOUNDARY ti
II B I I N ZONE: R 20. AUERNF.'I\'E LONF• R 2A, ALTERNATIVE MEDIUM DENSITY_ - rDENSITYc %�' -
I "Z1 / - MEDIU N ENVIRONMENTAL DISTRICT SITE
• ` �ROPcsm 15 LASOIwT Fm S51AR.'D e..,tt 1;:n1 vv s + MECiU".! DENSITv EDIUPA DENSITY ` U I '-
\ GLIB --S 1142 9`f `�,._t M DIUM DENSITY RESIDENTIAL .--' / 1 t35RG9T R1TA[ _ / - _ _ -
1 I1 1 (x a -. I. R-2A ALT. MEtl UM DENSITY RESIOENTi - ` I� - - - ,.._ - - ECM
I i ! EYJ^TNG FP4(k�.. _ _ _ _ 8 R 2A ALL,.
�s
r- -c:3 DaMMERCl/�� Dlsmlcr �� '. �. ---- --- STRICT ---- VICINITY MAP
'S�7 -- 3-. m a n 'A ^. 8 p �(,, -G-ER AL 0157RICi `tb� ".�`' G A / ., Rh _ __ ____�._ _ _ ___ __--___ ___ _ ___ U
6,834.74Sq.FT.t _ _ .__. r.
F ,� - 'VI2 C U A .fir N.T.S.
-- -. I ._ __ ._
DL OUB 1
i e = / ( A ETILAN / `� 1 WE
--� . _ I ;� l / o I O U B /
DS y(
- ''- -- - . ; �__ . - _- _ a {Sa§2 _. _. /'' L , - _ ' D5, '�' ;,Id'�` r1Ye l',t1Z. tie FrD g N/F
I N I UP! At1DS f '"L ��� CARROLL H. MIDGETT
:av TLAN \ jL -• / �' g P.D. Box 3sss
ra.
f �y WETLANDS wavEs, NC 27983
WE
LL IIL
IN
flit I / USE: RESIDENTIAL
-,Wc. WETLANB(AREA = t •. AL- �' -' SED-1 SPECIAL
NORTH PARCEL I 13071.76 SQ.FT. , I
t - 0 ENVIRONMENTAL DISTRICT
WETLAND AREA 3'. A
�NDS - 2,5 -- /z I za iou_ P"•RCFL \UPLA i I" UB 22.25 SQFT. / I f a OY' II fjL fuA (_ �rlv-�� CUA FrD
J4 pp _
w/
111L At.-
---------------
----------
AL .
14 ECM
t�. C '' �., av_® _- _ -r,- - - �. __. .-.w f.•v+' _ _ L�ii� _ - i14' _ _ -_e - _ - _ _ - - _ - ._ _.. _ _ - _ _ SIR
.r: __.. - V N 111018 FY I .__C. __ _ R _ _ _. -., _ hEW IOTA[ -�r r-' N F EIR
e.
r a - --�-- -STEPHEN/0. CRUM N/F
-.FY• wool) FENCE / EX. WOOD FENCECORP
BUXTON. NC 27D20 4124 TRAVELER ROAD
alI - \ / J i P.O. BOX 545 HARRISONBURG ADVISA ACE 2280
i, `• ®- ! N/F \ ---( USE: VACANT VA 22801
jjn I 7 STEPHEN D. CRUM -
f P.O. BOX 545 FrD \ _ _ - -- GU A �� �-'I ZONE: SED-i SPECIAL USE: vACAN"i
BUXTON, NC 27920-" - ,-+ �-�: ENVIRONMENTAL DISTRICT ' ZONE: SED-1 SPECIAL
I ENVIRONMENTAL DISTRICT
y9iv� " USE: RESMEN IAL PROJECT OVERVIEW PRE -DEVELOPMENT I N
ZONE: C-3 CC1!MERCIAL DISTRICT 1 50' r
PERMANENT VEGETATION: TEMPORARY VEGETATION:
r
ti
Q = -4 SEEDING DATES: APRIL 1 SEPT.-30 SEEDING DATES: OCT. 1 -MARCH 31
-° --- SOIL EROSION &SEDIMENT CONTROL PLAN NOTES
srsss z4a�'•' SEED MIXTURE APPLICATION RATES/ ACRE SEED MIXTURE APPLICATION RATES/ ACRE
al AREA TO BE DISTURBED: c73,721 a9.R. - 31.81 cc. y BAHIA 30 LBS. RYE GRAIN 175 LBS.
r( + ter LEGEND: 5.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN DAYS OF LAND DISTURBING COMMON BERMUDA 50 LBS.
1 ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES (APR. 1-
f £ 1'rWAM S. CUIDLEY, JR IJ & VdL.AFi S. QUIDLEY, 1:1 SEP.30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL. BE FOLLOWED FOR PLANTING UNTIL ro -' GERMAN MILLET 15 LBS.
f I! P.O. BOX 336 THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD. AT MICH TIME PERMANENT VEGETATION SHALL BE � � FESCUE 20 LBS.
I BUXTON, NC 27920 ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP.
LEGEND: -PROPOSED CONCRETE SEEDING SPEC'S ON THIS SHEET). a FERTILIZER FERTILIZER
USE: PIULTI USE c.) IF EXCESSIVE WAND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
20NC: C-3 COMMERCIAL DISTRICT �,� - PROPOSED SPOT ELEVATION CONSTRUCTION ANY LOCATIO14 ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL BE INSTALLED AS 10-10-10 0 500 LB./ ACRE 10-10-10 0 750 LB./ ACRE
-- - - PROPOSED BASIN CONTOUR DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY. SEE SILT FENCE DETAIL ON io
-- - - PROPOSED BASIN TOP OF BANK EROSION CONTROL DETAIL SHEET, MULCH MULCH
- PROPOSED ASPHALT d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED APPLY 4,000 PER ACRE STRAW. ANCHOR STRAW BY APPLY 4,000 PER ACRE STRAW. ANCHOR STRAW BY
<- - PROPOSED DRAINACE FLOW ARROW AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED . TACKING WITH ASPHALT, NETTING, OR A MULCH TACKING WITH ASPHALT, NETTING, OR A MULCH
#Z - PROPOSED LIGHT FIXTURE MOUNTED CN 15' POLE e.) CONSTRUCTION SCHEDULE
OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. FLAG AND/OR ROUGH STAKE WORK UNITS. ANCHORING TOOL. A DISK WITH BLADES SET NEARLY ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
- PROPOSED WALL MOUNTED LIGHT FIXTURE HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES. INSTALL SILT
- PROPOSED RIP RAP FENCING AT LOCATIONS SHOWN ON PLAN COMPLETE CLEARING AND GRUBBING PROCEDURES. GRADE SITE GENERAL SEEDING SPECIFICATIONS
ACCORDING TO PLAN. INSTALL INFILTRATION BASIN TO GRADE ALL EROSION & SEDIMENTATION CONTROL
DRAINAGE AREA BOUNDARY PRACTICES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE
MADE IMMEDIATELY, ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF INFILTRATION
i + BASIN. CLEAN BASIN TO ESTABLISH FINAL GRADE, AND STABILZE SIDE SLOPES.
I I`tlNTAI`T OMQc FC RRIiNCPMIRI F FNaINiCNaNCF I M14T nIK AC9FMRI Y nF Mn CWUR(
RCLLED CURB AND GUTTER (TYP)
(2) 75'- 12" HOPE
PIPE PROPOSED 151 EASEMENT FOR SHARED DRIVE WIT H VFD SLOPE
O�OOi.
I �..-... .-.. 9.. k...(-.._� .... 9.5 2A CONCRETE DRIVE t S.O� 8.2 OXX
B.O a"
_I <0�
�7
I I 0 u
/ 7,0
1 e2 91 -60 5➢ 9 4 9.2 a $iS { r 6.7
I' i P ,
1 / � 1
$''/7j�
( -65
�1 EXIS1iNG POWM $ r
TO 9E
RELOCATED a.11x
- {
G
! In- L i n t
1 I S i t '^ 24.00. 26 �. T*
W U O TYP 3YP I
I - Z W W
Or
Ci '1° p,i. " ! ! I ( I I Ie+'� jAILRA�l
@ $3
Ln
O I Ii I L �J m I, 41 4G
'+ HD,CSIG45 'i, -T vii O T
I U - i `'� 0
RFQUIRtD)
7- o
EUX70N
.�JJr I 1 r mom- t `-L_ � __^'ATE -, "g---"-_-3`-F.M. ___ _-------------___--'___--_ -_-___ 4- --
COVERED 103 ;Zoo Ti .' Icy a t - F.M,. ���'-T-' - _ _ - _ --
_ _ _ _ _
^ ® - - - - - IO.J .10.4 - L,. ,I .; PROPOSED : CONC.SIDEW a' ,!✓- CONTROL PANEL -- -'- T. - _... - -.. _ t .- - - - - ._
1._
Flo 1
�¢
c tt
_:� j q
­ [ CONCRETE WHEELSTOP (TYP) Hoc scns
rri 7. - 6„ ROOF ,2, ,•� / -. VAN ACCESSIBLE 6" C.O. (TYP) ;
LJ
6RP1R LINE 10.1 ' -.., - _ ,.. (2 REQUIRED)
ri
I; P
J �/ STORMWATER L i
PHASE 2,
i APPROVED
INA FN R M_
E„
r ALCHAPEL
122 SEATS (5 GPD/SEAT) O. N SANCTUARY U/ MANAGEMENT COMMISQIf,,,
'
Q
FF:E10.6' DIVISIO.I 1F "NA j`F2 f1tED
` SITE PLAN B 8" TREATED TIMBER - DEC 1 l 2U08
!I I 10.1 o" ROL� i _
1;
' i 0__.I:: svus.�tiiR ...._�marv,.m:�t•ivi.aile-_- __. a''" t _ 30 BASIN *4 VEGETATIVE FILTER ®ELEV. 4.0 DC( t 2 q..
_ 45 50' O ��� + d00
- O / 1 F 0
_._ -._90 -_- -
DW@
t DRAINAGE ARC-P« f
BOUNDARY -1COMPACTED ABC BASE
1j 1 J--
r
- ss 6.10
RETAINING WALL I ASPHALT PARKING
LIMITS OF 3
WETLANDS { r 3.7'
PROX. EXISTING GRADE
1- 7.0' I
WF_TLANDS/PARKING AREA INTERFACE SECTION A -A
PROJECT SUMMARY (1-=10'
DOTES: TOTAL TRACT AREA = 10-0,929 S.F.
rRUJ'
?) O`IYPi_C N ASSEic(BLY OF GOD, I(,IC. PARCEL. AREA WITHIN C-3 COMMERCIA_ ZONE (NORTH OF PETERS DITCH) = 125,422 S.F. (2.88 AC.) s.5
TOTAL PROJECT AREA = 125,422 S.F. (2.88 AC.) RETAINING WALL 6't0 ASPHALT PARKING
P.O. BOX 459 BUXION, N.C. 27920 EXISTING IMPERVIOUS COVERAGE = 5,475 S.F. (4.4%) LIMITS OF
2) Pm i\UMBER: 02 0526 08 88 5865 WETLANDS Tr,
02 0528 CS 88 7108 PROPOSED IMPERVIOUS COVERAGE: � - APPRox. EwsnGRADE
NG -
j) REFERENCE: D.B. 756, PG. 259 BUILDINGS: 6,250 S.F.+ 6,250 S.F.= 12,500 S.F.
D.B. 1352, PG. 391 CONCRETE SIDEWALKS, C&G, FLUMES i,ND HANDICAP PARKING AREAS = 4,485 S.F.
µ) PROPERTY IS LOCATED IN FIRM ZONE 'Y' & "AE" (EL. 7') CRUSHED ASPHALT PARKING AND DRI\E AISLES = 23,879 S.F. WETLANDS/PARKING AREA INTERFACE SECTION B-B
FIRI1 PANEL 3730052600J (EFF. DATE 9-20-06) TOTAL IMPERVIOUS = 40,864 S.F. (t• to)
5) TOTAL TRACT AREA: 190,929 S.F., 4.38 AC. PERCEPT IMPERVIOUS= 40,864 S.F./125,422 S.F. = 32.6% OF PROJECT AREA
NORTH PARCEL: 15,620 S.F., 0.36 AC. NOTE: PROPOSED COVERAGE = 62.3% OF DRAINAGE AREA
SOUTH PARCEL: 156,859 S.F., 3.60 AC. PARKING CALCULATION VARIES 5®
NE`:`1 PARCEL: 18,450 S.F., 0.42 AC. SANCTUARY: 122 SEATS C7 1 SPACE / 4 SEATS = 30.5 SPACES
5) ZONING: C-3, COMMERCIAL_ ~\
FELLOWSHIP HALL: 122 SEATS ®1 SPACE / 4 SEATS = 30.5 SPACES TIE INTO EXISTING/ tL'\ 3s i0F' F STORAGE 4.5
7i PROPOSED USE! CHURCH 'SANCTUARY .AiND FELLOWSHIP HALL) eo'¢Ox--` Jf
8 SUR'JEY AND TOPOGRAPHIC INFORMATION FROM SURVEY SY TOTAL SPAES REQUIRED = 61 SPACES (3 HANDICAP) CtIaDE®3:1 3 I 3
) TOTAL SPACES PROVIDED = 62 SPACES (6 VAN ACCESSIBLE HANDICAP)
FREDDY D. RANKLN, PLS. DATED: MAY 4, 2006.
9) ZONING SETBACKS: FRONT-- 15' TYPICAL BASIN CROSS SECTION
SIDE- "10' (t =1oq
REAR- 20'
LEVEL SPREADER SECTION
(1 =5)
BASIN AREA & VOLUME TABLE:
BASIN 1: 3.5' CONTOUR = 1,428 S.F.
4.5' CONTOUR = 2,015 S.F.
TOTAL BASIN VOLUME A V = 1,721 C.F.
BASIN 2: 3.5' CONTOUR = 1,343 S.F.
4,5' CONTOUR = 1,860 S.F.
4" DIA. SCH 40 PVC STANDPIPE FOR USE AS BENCHMARK TOTAL BASIN VOLUME = 1,604 C.F.
TO TRIGGER MAINTENANCE PROCEDURES WHEN SEDIMENT BASIN 3: 3.5' CONTOUR = 281 S.F.
REACHES A LEVEL MERE CLEANING IS REWIRED.
LEVEL TO BE CLEARLY AND NEATLY MARKED 4.5' CONTOUR = 531 S.F.
KITH INDELIBLE MARKING INK 0 ELEV. OF 3.757 TOTAL BASIN VOLUME = 406 C.F.
FILL PVC WITH MORTAR OR CONCRETE. BASIN 4: 3.5' CONTOUR = 1,285 S.F.
4.5' CONTOUR = 2,104 S.F.
6 I' EXPOSED 6 TOTAL BASIN VOLUME = 1,695 C.F.
IT 3.75' IF TOTAL VOLUME ALL BASINS = 5,426 C.F. (2.21 ")
2' BURY
I
TYPICAL SEDIMENTATION GAGE INSTALLATION
7- s'
LEVEL SPREADER END VIEW
(i-=5')
SHEET INDEX
SHEET 1, SITE OVERVIEW, GRADING AND DRAINAGE PLAN
SHEET 2, LPP WASTEWATER TREATMENT AND DISPOSAL SYSTEM
REV. 1 -ADDED DA AC. PARCEL AT NORTHWEST CORNER, REVISED COVERAGE, PARKING AND CHAPEL BUILDING LOCATION, NOTED REVISIONS.
01
LIGHTHOUSE ASSEMBLY OF GOD SHEET.I D 2
CHURCH OF BUXTON
STORMWATER PERMIT #SW7070715 MODIFICATION y
SITE OVERVIEW, GRADING & DRAINAGE PLAN eCAJ?o 0!,m,�o
S�GQ,o
BUXTON, DARE CO., NORTH CAROLINA e S�'
SCALE DRAWN: APPROVED: CPDD FILE: 7.0., h,a51..; ��F'•;cNCTI ;•° -'�• o / 7 t S'bS
i"a 30' KPO RJS CURRENT REVISION: 1 °s0 ��. ^ ®a® ! C•!
PROJECT NO: DAM REVISION REV. 1 h(feAABBteO®®
11U3 9/29/08 DATES 12/15/03
PERFORMANCE
ENGINEERING
8604 CARATOKE HIGHWAY - POWELL'S POINT, NO 27966
Mw

EXISTING ASPHALT ❑ EXISTING CONCRETE MONUMENT
O EXISTING IRON STAKE
EXISTING UTILITY POLE
EXISTING GRAVEL • SET IRON STAKE
a GEODETIC MONUMENT
PROPOSED GRAVEL EXISTING FIRE HYDRANT
c PROPOSED LIGHT FIXTURE MOUNTED ON 15' POLE
L- - - - -
PROPOSED CONCRETE PROPOSED WALL MOUNTED LIGHT FIXTURE
PROPOSED STORM PIPE
E
A x PROPOSED RIP -RAP
PO. Boww OX 414 A TWK ING 1J tll. \ EXISTING WETLANDS 13 PROPOSED DROP INLET
EuxroH W,sTa2DBARLEw LANE
atTa
USE. VAGAW
ZONE. C a col aA. DI611RIOT-
allo U
VEGETATIJ�RUFFERw MAP
mm A
WF .L* Ve IMF N tao4 CATMICIM H. *RAY
® &BORGIA L. PARSON �'AP 'L 4 R�iGA E. CATOR P.O. SOX 146 CUSronAH PM KRY9TAL V AWI HARDM.00N
TOM R. < LYDIA C. GILLS HEWB6tT B. 4P.O.
P
9245 PITZWt ROAD SE I P,O- BOX 411 BUXTOO. SOX -12 BUXfON, NC 2T92o PO. BDX 454
a y ROANOY.E. VA 24014 BUXTON, W, 2142o lL NC 2142o etocfdi NC 21420
s ry USFI
USE. 11T1AL TOIL'. R-20, ALT~TVE USE. R856?{6InAL
PROPOSED 24' EASEMENT FOR SHARED VE NITH VFD UM RAM. �' R1199DO T1AL ZONE'S ATV@ MEDW DENSITY zow-1 R-TA.'4''I MTIVE
- � - ZONE. R-2A, ALTERNATIVE ZONE. R-2A, ALTERHATIVE M6DItll4 DEN6RY
ROLL£0 CURB AND GUTTER (TYP) aEXISTN6 6RA pit TY t DoeTy
(CRETE WMEELST� R-2A ALT. MEDIUM DENSITY RESIDENT
III PIN wo
- Auanvx MT 1 sT - �., ,� ...z�.v� .�, rr'4uPI
i i / :STORMWATEA
90C SIGNS �AANJ4GEIAEN{;
-VAN ACCESSI%.E - - - - - -
(2 REQUIRED)
t25
LIGHT ASSEMBLY OF GOD CHURCH
122 SEATS (5 GPD/SEAT)
A A&
C itG X ww
f I��
ifil SANG
ARY
4� L J
70IV
V,4,r +- N11*42"'IY 9Nt
• CONCRETE
(T'P)
EX15TM6 51N6LE
6
FAMILY DW°1LINe5 °
° N/F
PARCEL sSTEPHIN
P. CAW
NORTH AND SOUTH
°
E'F° 0
X 540
BUXTON,N, NC 2T420
PARCEL TO BE
ON °
RECOMBRIED
° PF, ��
USE, FMWIE FIAL
�.L&t Z m
Cr9 C4T114Mt L DISTRICT
e
NP
I
WLLIAM S. GIUIDLEY, .R 4 WLLIAM S. OIADLEY, IN
P.O. Box 06
SWrON, NC 2-PW
USE. MRII.T64l6E
I
2C4E. C�3 COMII�C.IAL DISTRICT
I
I
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
FOR "W" = 6'-0" OR LESS
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
3�a E D D E D D E D D E DD
D D 1 1 1 D J1 1
3:1N E D D E D D E D D E D
I I I I I I I I I I I
FOR "W" = MORE THAN 6'-0"
E
EXPANSION JOINT
D = DUMMY JOINT
NOTES:
EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN THESE DETAILS.
AN EXPANSION JOINT SHALL BE USED TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
JOINT PATTERN
RADIUS RADIU
PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DETAIL
SMERAU J4 YTS
(APPLIES ONLY TO SIDEWALK ALONG U.S. 158)
N.T.S.
P03077-BASE
I.a50.
TRAFFIC
RATED
JOINT
SEALANT
Z. CONCRETE n1T1VT $ �`I -YR"': S4lh
^i .• iusi fruta.
HOC SIGNS �•
VAN ACCESSIBLE
�CEL (2 REQUIRED)
R 2A ALT. NLDIUM CEP45ITY RE5IDENTIAL
11
IAL D15TRIGT -
9 e .
5 Jk �� >? ;f .•
a
x i 3i 2 i j
' %, �``i UPLAJm3, 011-
UPLAdwsY } �s' l 'r ad 16'PF3.`M3 ,-� Qr.'
myx0o Cfi ' h 3 �`�-' So.Pr.
n
krervai�ArIAf A
96,
APVA
PLANT LEGEND]
Wi6Nl
CtMi W NAME
SCW*Tm mw
Mom
NMm
wom
-
SBLLTlIEMi WAM YWRTIE•
YyrNa a4AHra
89
36' NN.
5' C.C.
"YAUPON HOLLY, PITTOSPORUM, OLEANDER, RUSSIAN OLIVE, BLACK PINE MAY BE
SUBSTITUTED FOR WAX MYRTLE IN ORDER TO INTRODUCE VARIETY INTO PLANTING REGIME.
3 PIECES REINFORCED RUBBER
4" MULCH. DO NOT LEAVE SOIL
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WARE FROM ROOT BALL.
SOIL BACKFILL
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT
SETTLING
1/2"
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
TREE PUNTING DETAIL
N.T.S.
4" CONCRETE (3,000 psi, BROOM FINISHED)
r- 6x6 10/10 WIRE MESH
SLOPE TO DRAIN
a de
� c
e
dd e
. .d .eo e
. X X e Q X X --
a c d ,e e
v d b
e d a
i\\i�\i• L_ THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWALK ECMN
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FIBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FIBERMESH
CONCRETE AS APPROVED BY ENGINEER
!ten!!
3" RADIUS
.02 SLOPE -
a•
e.
NTS
TOP OF PAVEMENT
GRAPHIC SCALE
200 0 .... SO 50 _ 100
( IN IRS )
1 inch = 50 tL
P. SAILW
1 PD. BOoX tw&
PO. AJ214
U(TON, NC 214
z�u`• sc
f9TVflON+�iTAL p1871RICT
Liz
COMSTRUCWN. IF A
WORK SHALL CEASE
WORK MAY CONnNUE
PROCEED.
BEFORE YOU DIG I
CALL TOLL FREE
IF1 1-800-632-4949
NORTH CAROLINA!
ONE CALL
NC 112
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CAPE HATTERAS
K-12 SCHOOL
BUXTON
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r 4 WIDTH fl VARIES NOTES,
I TOP OF WHEEL ST1N' 1"ARON IALAL DISIRICT
Y SEE PLAN �
v . 4 PRE -CAST 6'H x D-w x 6'L 1. OWNER: NORTH PARCEL: SOUTH PARCEL:
Q CONCRETE WHEEL STOP (TYP) LIGHTHOUSE ASSEMBLY OF GOD LIGHT ASSEMBLY, INC.
IY q' - (INSTALL AT ALL PARKING SPACES) CHURCH OF BUXTON P.O. BOX 459
j P.O. BOX 459 BUXTON, NC 27920
BUXTON, NC 27920
o. d o o ::o 0 0 o o` o 0 0. • .o. +J 2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAINER 870
\/� \ KITTY HAWK, NC 27949
v 24' LONG C4 REBAR ANCHOR ROD
(EXTEND 10- INTO GROUND) 3. PIN NUMBER: NORTH PARCEL (0.36 ACRES) 02 0526 08 88 5865
­coMPAcnD SAND SUB -BA SOUTH PARCEL (3.60 ACRES) 02 0526 08 88 7108
4. RECORDED REFS ',':E: NORTH LOT: O.B. 756, PAGE 259
1P,�IEEL STOP D�T.L SOUTH LOT: D.B. 1362, PAGE 391
x.rs. 5. PROPERTY IS LG .-ED IN F.I.R.M. ZONE X AND AE (EL. 7') - SEE SITE PLAN
ZONES SUBJECT TO CHANGE BY F.E.M.A.
6. PARCEL AREA: NORTH PARCEL 15,619.74 SQ.FT. (0.36 ACRES)
SOUTH PARCEL 156,859.93 SQ.FT. (3.60 ACRES)
1Y -- 7. SITE ZONING: C-3, COMMERCIAL DISTRICT
8. SITE ADDRESS: 48831, NC HWY 12, BUXTON, NC 27920
C "VAN ACCESSIBLE" SIGN
9. PROPOSED USE: LIGHTHOUSE ASSEMBLY OF GOD, CHURCH OF BUXTON (SANCTUARY AND FELLOWSHIP HALL
VAN �l
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10. SEPTIC SYSTEM: V `�" �'^� T I" �1 ' c`'
SIGN: R7-8 OR R7-8A ACTIVE & REPAIE SYSTEMS, yy� 1
RESERVED f GREEN - BORDER AND LEGEND 1) DESIGN FLOW: J� II� f. (+ Alt
PARKING 240 SEATS 0 5 GPD /SEAT = 1200 GPD y �"f
WHITE - BACKGROUND 2) LONG TERM APPLICATION RATE (LTAR): 0.5 GPD/SF
IR BLUE - IN ACCORDANCE W/ 3) DISPOSAL: LOW PRESSURE PIPE (LPP) SYSTEM , i3J
ADA STANDARDS j
'�
r 11. COVERAGE (�
PARCEL AREA - 156,859.93 SQ.FT. (3.60 ACRES) + 15,619.74 SQ.FT. (0.36 ACRES)
PARCEL AREA WITHIN C-3 COMMERCIAL ZONE = 88,312.03 SQ.FT. + 15,619.74 SQ.FT. = 103,9 3.77 SQ.FT.
MA -� p}20POSE.' „a,>'j;JZV1OUS COVERAGE
PEN250 SIGN: R7-8D
f 25o FELLOWSHIP HALL ...................................... .......... .. ... . . ,250 00 Q
GREEN - BORDER AND LEGEND SANCTUARY (PHASE 2)......................................................................................5,600.00 SQ.FT.
WHITE - BACKGROUND CONCRETE DRIVE AND PARKING.........................................................................12,191.14 SQ.FT.
CONCRETESIDEWALKS ............................................................................................833.33 SQ.FT.
PEA GRAVEL PARKING 9.4Q2.22 SO FT
TOTAL COVERAGE - 34,276.69 SO.FT.
PERCENT COVERAGE = (34,276.69 SQ.FT./103,931.77 SQ.FT.) x 100 = 32.99%
PERCENT fNPERVK)US COVERAGE(LESS PEA GRAVEL) _ (24,874.47 SQ.FT./103,931 7y�.$(G�jF�.jf Zf 93%
MAXIMUM COVERAGE ALLOWED = 60%
iJs
12. SETBACKS SHOWN ARE AS PER DARE COUNTY ZONING ORDINANCE.
p THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT APPR ED
MAY EXISTS.
v O FORTHCARDUNA NVI �1EN'
GO a 13. SETBACKS: REQUIRED PROVIDED -SANCTUARY PROMM-FELLOWSH}p HpLLMANAGEMEN COMMISSIQN
® o- P FRONT: 15' 75.07' 427.98'
�111VISIOV OF ATER QUALITY
to 6 SIDE (EAST): 10' 37.50' 66' DstG_
`x SIDE (WEST): 10' 10' 10'
REAR: 20' 1,232.70' 816.77'
14. PARKING CALCULATION
PARKING REQUIREMENT. 1 PARKING SPACE PER EVERY FOUR SEATS IN THE SANCTUARY
NUMBER OF SEATS IN THE SANCTUARY = 110 SEATS
NUMBER OF PARKING SPACES REQUIRED = 28 SPACES
NUMBER OF PARKING SPACES PROVIDED = 58 SPACES
T RADIUS CONC. TOP NUMBER OF HDC PARKING SPACES REQUIRED = 3 SPACES
NUMBER OF HDC PARKING SPACES PROVIDED = 6 SPACES 1 ) 2n07
_ NUMBER OF VAN ACCESSIBLE HDC SPACES REQUIRED = 1 SPACES
NUMBER OF VAN ACCESSIBLE HDC SPACES PROVIDED = 6 SPACES
15. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
16. STORMWATER MANAGEMENT:
`K RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A CULVERT SYSTEM
4 AND CONVEYED TO PROPOSED INFILTRATION BASINS.
17. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS
• 2500 PSI CONCRETE ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER
SYSTEM, BUILDING DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS.
18. ALL PROPOSED SITE LIGHTING SHALL BE SITUATED TO AVOID GLARE SPILLOVER ONTO NC 12 AND ADJOINING
PROPERTIES.
Y i 4
19. SOLID WASTE TO BE DISPOSED IN ROLL OUT GARBAGE CANS
t7 20, SURVEY AND TOPOGRAPHIC DATA AS SHOWN IN SURVEY ENTITLED "SURVEY FOR LIGHTHOUSE ASSEMBLY OF
GOD, INC., BUXTON, NC 27920", AS PREPARED BY FREDDY D. RANKIN, PLS, DATED MAY 4, 20G6.
21. WETLAND DELINEATION AS PER PLAT ENTITLED "LIGHTHOUSE ASSEMBLY OF GOD, NATIONWIDE #18 FILL
PERMIT, 3.62 ACRE PARCEL OF LAND, BUXTON, DARE COUNTY, NC" AS PREPARED BY QUI8LE & ASSOCIATES,
P.C., DATED 10/2/03.
N.T.S. 22. ALL RETAINING WALLS TO BE DESIGNED BY OTHERS (NC LICENSED PE PRACTICING STRUCTURAL ENGINEEERING,
QUALIFIED DESIGNER, CONTRACTOR, ETC.)
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CONCRETE RIBBON -�
ASPHALT � tO,
ABC
TOP OF CRATE SHOULD '''
RECESSED APPRO)OWATELY
1/4-INCH BELOW R M94ED /
GRACE. 1HE CONCRETE _!
EDGE ALONG THE EDGE OF
THE GRATE SHOULD BE BEVELED
OR ROUNDED.
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do = PIPE DIA
10' SINGLE 18" RCP
10' DOUBLE 18" RCP
A-
A
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HIGH SLUMP I
CONCRETE TO TOP
OF PIPE
ABC
CORRUGATED STEEL CONTECH SLOTTED DRAIN
A 6" SLOTTED DRAIN HIEGHT.
CLASS A NODOT
EROSION CONTROL STONE
1.0' DEEP
CLASS A NCDOT
EROSION
CONTROL STONE
Imus�;
SEE APPROPRIATE OUTLET DETAIL FOR DIMENSIONS
- A filter blanket or filter fabric should be
Installed between the riprap and sole foundation.
RIP -RAP OUTLET DETAIL
x.T.S
blanket
T Tf IIl^f1TTT
INFILTRATION BASIN
R THE GENERAL
MG SPECIFICATION
ELEVATIONS VARY (SEE
PLANS FOR CONTOUR
ELEVATION INFORMATION)
TYPICAL INFILTRAT(3N AREA CROP SECTION
N.T.S.
T�MTIBN iMlW N0.
bIDY1911-AFAM116N
_. _3.50'
+� 18E
1
3.75
2
3.50,
3.75'
3
3.50'
3.75'
4
3.50'
3.7V
TO
FEEL
ON
-4 24'SQ. x 6' THICK
' THC. PAD FLUSH
NTH GRADE
'e
A
END OF LINE - CLEAN
OUT LONG SWEEP QTR
BEND
CLEAN OUT INSTALLED
FLUSH W/ CONCRETE
INUNE CLEAN OUT
L- COMBINATION 'Y AND
1/8 BEND
EXTERIOR CLEAN _ OUT DETAIL
N.T.S.
1. CLEAN OUTS INSTALLED OUTSIDE BUILDING AND FLUSH WITH GRADE
SHALL BE INSTALLED FLUSH PATH 24'x24"x6" THICK CONCRETE PAD.
CLEAN OUTS SHALL BE JOSAM 5W80-22-Y. ZURN ZN-1430-OP-NL.,
OR J.R. SMITH 4293 SERIES.
2. CLEAN OUTS INSTALLED OUTSIDE OF BUILDING AND IN SIDEWALKS SHALL
HAVE AD,QSTABLE CAST RON BODY WITH CAST BRASS PLUG, LEAD SEAL
AND SQUARE NICKEL BRONZE TOP WITH WATER TIGHT GASKE7ED COVER.
CLEAN OUTS SHALL BE ZURN ZN-1400-T, JOSAM 56020 OR J.R. SMITH 4040.
4._EDr
2
6' SCH 40 PVC ROOF
DRAIN COLLECTION LINE,
6' SOH 40
DRAIN COLL
FLOW
4'-45'
4'x3' DOWNSPOUT -�
CAST IRON BOOT
J.R. SMITH CO.
p17115-12
ANCHOR TO PILING
a .. s UCTIIRAL
L DOT1jtG
d,
COMPACTED
SUBGRADE
6"M"X6' SON 40
PVC WYE
sLm2w)r CONNECT TO S PVC ROOF
ORION (SEE ARCHITECTURAL
PLANS FOR CONTINUATION)
gI" " CONCRETE PAD
ROOF DRAIN COLLECTION LATERAL
MT.s
8"x8" TREATED TIMBER
1. OWNER: NORTH PARCEL: SOUTH PARCEL:
LIGHTHOUSE ASSEMBLY OF GOD LIGHT ASSEMBLY, INC.
CHURCH OF BUXTON P.O. BOX 459
P.O. BOX 459 BUXTON, NC 27920
BUXTON, NC 27920
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, NC 27949
3. PIN NUMBER: NORTH PARCEL (0.36 ACRES) 02 0526 08 88 5865
SOUTH PARCEL (3.60 ACRES) 02 0526 08 88 7108
4. RECORDED REFERENCE: NORTH LOT: D.B. 756, PAGE 259
SOUTH LOT: D.B. 1362, PAGE 391
5. PROPERTY IS LOCATED IN F.I.R.M. ZONE X AND AE (EL. 7') - SEE SITE PLAN
ZONES SUBJECT 10 CHANGE BY F.E.M.A.
6. PARCEL AREA: NORTH PARCEL 15,619.74 SQ.FT. (0.36 ACRES)
SOUTH PARCEL 156,859.93 SQ.FT. (3.60 ACRES)
7. SITE ZONING: C-3. COMMERCIAL DISTRICT
8. PROPOSED USE: LIGHTHOUSE ASSEMBLY OF GOD, CHURCH OF BUXTON (SANCTUARY AND FELLOWSHIP HALL
9. SEPTIC SYSTEM:
ACTIVE & REPAIR SYSTEMS'
1) DESIGN FLOW:
240 SEATS O 5 GPD / SEAT = 1200 GPD
2) LONG TERM APPLICATION RATE (LTAR): 0.5 GPD/SF
3) DISPOSAL: LOW PRESSURE PIPE (LPP) SYSTEM
10. COVERAGE
SQ.FT. 3.60 ACRES + 15 619.74 S PARCEL AREA 156,859.93 Q. Q.FT.0.36 ACRES
PARCEL AREA WITHIN C 3 COMMERCIAL ZONE = 88,312.03 SQ.FT. + 15,619.74 SQ.FT. = 103,913.77 SQ.FT.
PROPOSED IMPERVIOUS COVERAGE
FELLOWSHIPHALL......................................................................................6,250.00 SO.FT.
SANCTUARY iPHASE 2)......................................................................................5,600.00 SQ.FT.
CONCRETE DRIVE AND PARKING ................................................... .. 12191.14 SQ.FT.
CONCRETE SIDEWALKS.............................................................I.... .. 833.33 SQ.FT.
PEA GRAVEL PARKING ..... .. „9,�W222 SQ.FT.
TOTAL COVERAGE 34,276.69 SQ.FT.
PERCENT COVERAGE = (34,276.69 SQ.FT./103,931.77 SQ.FT.) x 100 = 32.99%
PERCENT IMPERVIOUS COVERAGE(LESS PEA GRAVEL) _ (24,874.47 SQ.FT./103,931.77 SQ.FT.)X100 :< 23.93%
MAXIMUM COVERAGE ALLOWED = 60%
11, SETBACKS SHOWN ARE AS PER DARE COUNTY ZONING ORDINANCE.
THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT
MAY EXISTS.
12. SETBACKS: REQUIRED PROVIDED -SANCTUARY PROVIDED -FELLOWSHIP HALL
FRONT: 15' 75.07' 427.98'
SIDE (EAST): 10' 37.50' 66,
SIDE (WEST): 10' 10' 10'
REAR: 20' 1,232.70' 816.77'
13. PARKING CALCULATION
PARKING REQUIREMENT: 1 PARKING SPACE PER EVERY FOUR SEATS IN THE SANCTUARY
NUMBER OF SEATS IN THE SANCTUARY = 110 SEATS
NUMBER OF PARKING SPACES REQUIRED = 28 SPACES
NUMBER OF PARKING SPACES PROVIDED = 58 SPACES
NUMBER OF HDC PARKING SPACES REQUIRED = 3 SPACES
NUMBER OF HOC PARKING SPACES PROVIDED = 6 SPACES
NUMBER OF VAN ACCESSIBLE HOC SPACES REQUIRED = 1 SPACES
NUMBER OF VAN ACCESSIBLE HOC SPACES PROVIDED = 6 SPACES
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
15. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A CULVERT SYSTEM
AND CONVEYED TO PROPOSED INFILTRATION BASINS.
16. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS
ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER
SYSTEM, BUILDING DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS.
17. ALL PROPOSED SITE LIGHTING SHALL BE SITUATED TO AVOID GLARE SPILLOVER ONTO NC 12 AND ADJOINING
PROPERTIES.
18. SOLID WASTE TO BE DISPOSED IN ROLL OUT GARBAGE CANS
19. SURVEY AND TOPOGRAPHIC DATA AS SHOWN IN SURVEY ENTITLED "SURVEY FOR LIGHTHOUSE ASSEMBLY OF
GOD, INC., BUXTON, NC 27920", AS PREPARED BY FREDDY D. RANKIN, PLS, DATED MAY 4, 20G6.
20. WETLAND DELINEATION AS PER PLAT ENTITLED "LIGHTHOUSE ASSEMBLY OF GOD, NATIONWIDE #18 FILL
PERMIT, 3.62 ACRE PARCEL OF LAND, BUXTON, DARE COUNTY, NC" AS PREPARED BY QUIBLE & ASSOCIATES,
P.C., DATED 10/2/03.
21. ALL RETAINING WALLS TO BE DESIGNED 13Y OTHERS (NC LICENSED PE PRACTICING STRUCTURAL ENGINEEERING,
QUALIFIED DESIGNER, CONTRACTOR, ETC.)
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❑ EXISTING CONCRETE MONUMENT
GRAPHIC SCALE T >
EXISTING ASPHALT 200 0 50 50 100 CALL TOLL FREE ACGUIVEN N TN� RAW I OE E °
O EXISTING IRON STAKE �^
E0 ME 0 NM4C?0R IS r x .9
1-800-632-4949 VE:+1W1100 AU UWLS GOCATI( di
� EXISTING UTILITY POLE re11 Am l?ANE'wms or THE ?xrsFw__ UTdITkES � id � c1aJi ` o
EXISTING GRAVEL s ANCY
SET IRON STAKE (n' ) NORTH CAR©LINA IS
PRIOR '�, sty , IF A '�irY qi .,•I
i 1 inch = 50 1G !WITH tE0 WORK MAY CIN T11NUE UPON ENGINEERS r� (� 01n 89
GEODETIC MONUMENT ONE CALL NOTICE TO PROCm. © a M •
PROPOSED GRAVEL = = PROPOSED STORM PIPE o z 9:
W w
- - - - PROPOSED RIP -RAP 'V v
° a Q PROPOSED DROP INLET a 8
PROPOSED CONCRETE , w
PROPOSED THRUST BLOCKS
PROPOSED GATE VALVE
PROPOSED WATER METER I ai""'"""R•,.
RTO DIRECIN)NAL
A ipWAIN 99tNGE
IRiI18N Nt 12
-2• MEM AND MEM BOX
#OPOSED 24' EASEMENT FOR SHARED DRIVE WITH
70-
L
�'• '
LIGHT ASSEM
Y OF GOD
DNA
EL
.,� �-
110 SEATS (
GPD/SEAT)
SANC11ARY
NORTH AND SOUTH
PARCEL TO BE
RECOMDINED
A
' NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE.
DIM
(IN INCHES)
I PIPE SIZE (NOM. DIA. IN INCHES)
2
4
6
8
A
1 1.6
1 1.9
1 2.8
1 3.8
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STORMWATER 4^' �`- .x .�. ,r y�'�F�7 � . \-_. ,. '- _q`,"�� �� "r `3 -r*•�:x'�'4E���g
x
xc MANAGEMEM7 � ��. � T�',",.,�,��3-�c�-`' t � /' � � ,.., \ A�{�3' f "�'x3� ,.:,, _• '
5)17RMWNTER
miff"r>at a'#Piis✓<``4`�t
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LIGHT AS Y OF/GOQ CHURCH I
DAT)-
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PANEL
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TABLE "A" DIMENSIONS (IN FEET)
BEND
PIPE SIZE (HOM. DIA. IN INCHES)
2
4
6
8
90
1.5
1.9
2.8
3.8
45
1.0
1.4
2.1
2.8
22 1 2
0.8
1.0
1.5
2.0
11 1 4
0.8
1.0
1.1
1.5
PLAN
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2G00 P.S.I. CONCRETE.
THRUST BLOCK DETAIL FOR BENDS
N.T.S.
RESTORE
DISTURBED AREAS
TO PRE CONSTRUCTION CONDITIONS
UI]_ //I
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.
6
_
EXCAVATED FOR BELLS a
PIPE WIDTH + 12"
MIN
. LXCAVATED TRENCH WIDTH
TRENCH SECTION
N.T.S.
EWATER SYSTEM
1.
CONTRACTOR IS REftSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO REMAIN IN PLACE.
FINAL 2•
BACKFILL
REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
3.
NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
ACTIVE & REPAAI$ Y M: WASTEWATER SYSTEM OVERSIZED -CHURCH SANTUARY TO HAVE 232 SEATS
DESIGN FLOW: 288 SEATS O 5 GALLONS PER DAY (GPD) PER SEAT = 1,440 GPD
LONG TERM APPLICATION RATE (LIAR): 0.6 GPD/SQ.FT. FOR A LPP SYSTEM AS SET BY THE DCHD.
4.
UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
CONFORM WITH SECTION .1900 "LAWS AND RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS" OF NORTH
CAROLINA ADMINISTRATIVE CODE, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF ENVIRONMENTAL
INITIAL
HEALTH, ON -SITE WASTEWATER SECTION (15 NCAC 18A.1900).
BACKFILL
5.
CONSTRUCTION OF SEWAGE COLLECTION SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS TO CONFORM WITH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
6.
MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS #4 ABOVE.
7.
FILL MATERIAL SHALL HAVE SUCH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE- SYSTEM SHALL HAVE A FINER TEXTURE
HAUNCHING
(SUCH AS GROUP 11, ill) FOR THE ESTABLISHMENT OF A VEGETATIVE COVER.
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANIC LITTER SHALL BE REMOVED BEFORE THE FILL MATERIAL IS INCORPORATED.
8.
WELL POINTS AND PUMPS SHALL BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR SEPTIC AND PUMP TANKS.
9.
GRADES SHALL BE ESTABLISHED TO DIVERT RUNOFF AWAY FROM TANKAGE. FINAL GROUND ELEVATION ABOVE TANK SHALL BE AS
INDICATED ON THE DETAIL SHEETS.
10.
ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FROM THE DRAINFIELD AREA. FINISH GRADE SHALL BE LANDSCAPED
TO PREVENT PONDING OF SURFACE WATER. VEGETATE DRAINFIELD AREA AS SPECIFIED IN LANDSCAPE PLAN (BY OTHERS).
69.ml
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1. OWNER: NORTH PARCEL: SOUTH PARCEL:
LIGHTHOUSE ASSEMBLY OF GOD LIGHT ASSEMBLY, INC.
CHURCH OF BUXTON P.O. BOX 459
P.O. BOX 459 BUXTON, NC 27920
BUXTON, NC 27920
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, NC 27949
3. PIN NUMBER: NORTH PARCEL (0.36 ACRES) 02 0526 08 88 5865
SOUTH PARCEL (3.60 ACRES) 02 0526 08 88 7108
4. RECORDED REFERENCE: NORTH LOT: D.B. 756, PAGE 259
SOUTH LOT: D.B. 1362, PAGE 391
5. PROPERTY IS LOCATED IN F.I.R.M. ZONE X AND AE (EL. 7') - SEE SITE PLAN
ZONES SUBJECT TO CHANGE BY F.E.M.A.
6. PARCEL AREA: NORTH PARCEL 15,619.74 SQ.FT. (0.36 ACRES)
SOUTH PARCEL 156,859.93 SQ.FT. (3.60 ACRES)
7. SITE ZONING: C-3, COMMERCIAL DISTRICT
8. PROPOSED USE: LIGHTHOUSE ASSEMBLY OF GOD, CHURCH OF BUXTON (SANCTUARY AND FELLOWSHIP HALL
9. SEPTIC SYSTEM:
ACTIVE SYSTEMS:
1) DESIGN FLOW:
240 SEATS M 5 GPD / SEAT = 1200 GPD
2) LONG TERM APPLICATION RATE (LTAR): 0.5 GPD/SF
3) DISPOSAL: LOW PRESSURE PIPE (LPP) SYSTEM
10. COVERAGE
PARCEL AREA = 156,859.93 SQ.FT. (3.60 ACRES) + 15,619.74 SQ.FT. (0.36 ACRES)
PARCEL AREA WITHIN C-3 COMMERCIAL
E L ZONE - - 88,312.03 SQ.FT. + 15,619.74 SQ.FT. = 103,913.77 SQ.FT.
PROPOSED NEERVIOUS COVERAGE
FELLOWSHIP HALL. ................................................................................ ........6,250.00 SQ.FT.
SANCTUARY (PHASE 2)................................................................................. 5,600.00 SQ.FT.
CONCRETE DRIVE AND PARKING..................... ................................................. -12,191.14 SQ.FT.
CONCRETE SIDEWALKS....................................................................... .......833.33 SQ.FT.
PEA GRAVEL PARKING �.1,2772 SQ,FT.
TOTAL COVERAGE = 34,276.69 SQ.FT.
PERCENT COVERAGE = (34,276.69 SQ.FT./103,931.77 SQ.FT.) x 100 - 32.99%
PERCENT IMPERVIOUS COVERAGE(LESS PEA GRAVEL) = (24,874.47 SQ.FT./103,931.77 SQ.FT.)X100 = 23.93%
MAXIMUM COVERAGE ALLOWED = 60%
11. SETBACKS SHOWN ARE AS PER DARE COUNTY ZONING ORDINANCE.
THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT
MAY EXISTS.
12. SETBACKS: REQUIRED PROVIDED -SANCTUARY PROVIDED -FELLOWSHIP HALL
FRONT: 15' 75.07' 427.98'
SIDE (EAST): 10' 37.50' 66'
SIDE (WEST): 10' 10' 10'
REAR: 20' 1,232.70' 816.77'
13. PARKING CALCULATION
PARKING REQUIREMENT: 1 PARKING SPACE PER EVERY FOUR SEATS IN THE SANCTUARY
NUMBER OF SEATS IN THE SANCTUARY = 110 SEATS
NUMBER OF PARKING SPACES REQUIRED = 28 SPACES
NUMBER OF PARKING SPACES PROVIDED = 58 SPACES
NUMBER OF HOC PARKING SPACES REQUIRED = 3 SPACES
NUMBER OF 14DC PARKING SPACES PROVIDED = 6 SPACES
NUMBER OF VAN ACCESSIBLE HDC SPACES REQUIRED = 1 SPACES
NUMBER OF VAN ACCESSIBLE HDC SPACES PROVIDED = 6 SPACES
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
15. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A CULVERT SYSTEM
AND CONVEYED TO PROPOSED INFILTRATION BASINS.
16. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS
ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER
SYSTEM, BUILDING DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS.
17. ALL PROPOSED SITE LIGHTING SHALL BE SITUATED TO AVOID GLARE SPILLOVER ONTO NC 12 AND ADJOINING
PROPERTIES.
18. SOLID WASTE TO BE DISPOSED IN ROLL OUT GARBAGE CANS
19. SURVEY AND TOPOGRAPHIC DATA AS SHOWN IN SURVEY ENTITLED "SURVEY FOR LIGHTHOUSE ASSEMBLY OF
GOD, INC., BUXTON, NC 27920", AS PREPARED BY FREDDY D. RANKIN, PLS, DATED MAY 4, 2006.
20. WETLAND DELINEATION AS PER PLAT ENTITLED "LIGHTHOUSE ASSEMBLY OF GOD, NATIONWIDE #18 FILL
PERMIT, 3.62 ACRE PARCEL OF LAND, BUXTON, DARE COUNTY, NC" AS PREPARED BY QUIBLE & ASSOCIATES,
P.C., DATED 10/2/03.
21. ALL RETAINING WALLS TO BE DESIGNED BY OTHERS (NC LICENSED PE PRACTICING STRUCTURAL ENGINEEERING,
QUALIFIED DESIGNER, CONTRACTOR, ETC.)
z�
OOMWSSION NO.
P03077
OESIM BY
JJA
DRANH BY
JJA
CHECKED BY
JJA
15511E DAZE
6 20 07
3
FILE: P03077-BASE
LE: 1"=50'

I
I
I
I
STONE (2" TO 3" COARSE AGGREGATE
CONCRETE RIBBON
ASPHALT
TOP OF GRATE SHOULD BE
RECESSED APPROXIMATELY
1/4-INCH BELOW FINISHED�
GRADE THE CONCRETE
EDGE ALONG THE EDGE OF
THE GRATE SHOULD BE BEVELED
OR ROUNDED.
u
TOP
FILTER FABRIC
ABC
14-GAGE, CORRUGATED STEEL CONTECH SLOI IM (RAIN
WIN 6" SLOTTED DRAIN HIEGHT.
W
�+� _ Qli:
_�CE
EXISTING ASPHALT ❑ EXISTING CONCRETE MONUMENT
O EXISTING IRON STAKE
EXISTING UTILITY POLE
EXISTING GRAVEL
SET IRON STAKE
GEODETIC MONUMENT
PROPOSED GRAVEL PROPOSED LIMITS OF DISTURBANCE
X N - tt PROPOSED SILT FENCE
PROPOSED CONCRETE PROPOSED INLET PROTECTION STRUCTURE
PROPOSED STORM PIPE
PROPOSED RIP -RAP
EXISTING WETLANDS p PROPOSED DROP INLET
BARI" LAM
No
SILT BARRIER FENCE SHOULD BE LOCATED TO PREVENT
INFILTRATION OF FINES OF SEDIMENT INTO THE INLET
BOX. IF BACKFILL OPERATIONS HAVE NOT BEEN PERFORMED,
THE SILT BARRIER FENCE SHALL BE LOCATED OUTSIDE THE
AREA EXCAVATED FOR INLET BOX.
24" O GRADE'
INLET GRATE J'
CONCRETE INLET BOX
(SEE APPROPRIATE DETAIL SHEET)
MOM* 1;4t
SILT BARRIER FENCE `
� FINISHED GRADE
' - " `' 'r }{'CONCRETE TOP UNIT
TRENCH
SluE CE T� ( 4" WIDE x 8" DEEP )
N.T.S Ills
GRAPHIC SCALE
200 0 s0 s0 100
( IN FZXT )
1 inch = 50 ft.
BEFORE Y(
-4 CALL TOL
' N 1-800-61'
NORTH Ca
' ONE C
VEGETATION
TEMPOURY VEGETATION
',PERMAN,W
SEEDING DATES: APRIL 1-
SEPT 30
APPLICATION RATES/ACRE
SEEDING DATES: OCT. 1 -MARCH 31
SEED MIXTURE
SEED MIXTURE APPLICATION RATES/ACRE
BAH1A
3i1 Les
RYE GRAIN 175 LBS.
C((I�IN
50 LOS.
O)MUDA
FERTILIZER
GERMAN MUETT
15 LOS.
1G-IG-10 A 750 LB/ACRE
FESCUE
20 LBS.
NN
FTRTx17FR
70-10-10 O 500 LB/ACRE
APPLY 4,000 IS. STRAW. ANCHOR STRAW BY
TACKING OATH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH SLAVES SET
Nam
NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
APPLY 4,000L6/ACR€ STRAW. ANCHOR STRAW BY
TACKIG WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
GENCRAL SEEDING SPEOF1=0
CONTROL PLAN NCBTES.
1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES;
0.) AREA. TO BE DISTURBED: ±66.367,71 sq.ft. - t1.52 ac.
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
SPEC'S ON THIS SHEET).
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL ON EROSION CONTROL DETAIL SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECPED, MAINTAINED AND REPAIRED
AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
•.) CONSTRUCTION SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PR€CONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING 0 LOCATIONS SHOWN ON PLAN
3) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN / INSTALL INFILTRATION BASIN TO GRADE.
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
8) ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF INFILTRATION
BASIN. CLEAN BASIN TO ESTABLISH FINAL GRADE, AND STABILZE SIDE SLOPES.
9) CONTACT PERSON RESPONSIBLE FOR MAINTENANCE: LIGHTHOUSE ASSEMBLY OF GOD CHURCH
MR. STEPHEN JENNETTE
P.O. BOX 459
BUXTON, NC 27920
[phone]
NOTES.
1. OWNER: NORTH PARCEL: SOUTH PARCEL:
LIGHTHOUSE ASSEMBLY OF GOD LIGHT ASSEMBLY, INC.
CHURCH OF BUXTON P.O. BOX 459
P.O. BOX 459 BUXTON, NC 27920
BUXTON, NC 27920
2. ENGINEER: QUIBLE & ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, NC 27949
3. PIN NUMBER: NORTH PARCEL (0.36 ACRES) 02 0526 08 88 5865
SOUTH PARCEL (3.60 ACRES) 02 0526 08 88 7108
4. RECORDED REFERENCE: NORTH LOT. D.B. 756, PAGE 259
SOUTH LOT. D.B. 1362, PAGE 391
5. PROPERTY IS LOCATED IN F.I.R.M. ZONE X AND AE (EL. 7') - SEE SITE PLAN
ZONES SUBJECT TO CHANGE BY F.E.M.A.
6. PARCEL AREA: NORTH PARCEL 15,619.74 SQ.FT. (0.36 ACRES)
SOUTH PARCEL 156,859.93 SQ.FT. (3.60 ACRES)
7. SITE ZONING: C-3, COMMERCIAL DISTRICT
8. PROPOSED USE: LIGHTHOUSE ASSEMBLY OF GOD, CHURCH OF BUXTON (SANCTUARY AND FELLOWSHIP HALL
9. SEPTIC SYSTEM:
ACTIVE & REPAIR SYSTEMS:
1) DESIGN FLOW:
240 SEATS O 5 GPD / SEAT = 1200 GPD
2) LONG TERM APPLICATION RATE (LTAR): 0.5 GPD/SF
3) DISPOSAL: LOW PRESSURE PIPE (LPP) SYSTEM
10. COVERAGE
PARCEL AREA = 156.859.93 SQ.FT. (3.60 ACRES) + 15,619.74 SQ.FT. (0.36 ACRES)
PARCEL AREA WITHIN C-3 COMMERCIAL ZONE = 88,312.03 SQ.FT. + 15,619.74 SQ.FT. = 103,913.77 SQ.FT.
PROP059D IMPERVIOUS COVERAGE
FELLOWSHIP HALL....................................................................................... 6,250.00 SQ.FT.
SANCTUARY (PHASE 2)............................................................................. 5.600.00 SQ.FT.
CONCRETE DRIVE AND PARKING.................................................................12191.14 SQ.FT.
CONCRETE SIDEWALKS......................................................................................833.33 SQ.FT.
PEA GRAVEL PARKING ............................................ ........ ....... ....5 4A��_USL
TOTAL COVERAGE = 4,276.69 SQ.FT.
PERCENT COVERAGE = (34,276.69 SQ.FT./103,931.77 SQ.FT.) x 100 = 32.99%
PERCENT IMPERVIOUS COVERAGE(LESS PEA GRAVEL) _ (24,874.47 SQ.FT./103,931.77 SQ.FT.)X100 = 23.93%
MAXIMUM COVERAGE ALLOWED = 60%
11. SETBACKS SHOWN ARE AS PER DARE COUNTY ZONING ORDINANCE.
THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT
MAY EXISTS.
12. SETBACKS: REQUIRED PROVIDED -SANCTUARY PROVIDED -FELLOWSHIP HALL
FRONT. 15' 75.07' 427.98'
SIDE (EAST): 10' 37.50' 66'
SIDE (WEST): 10' 10' 10'
REAR: 20' 1,232.70' 816.77'
13. PARKING CALCULATION
PARKING REQUIREMENT: 1 PARKING SPACE PER EVERY FOUR SEATS IN THE SANCTUARY
NUMBER OF SEATS IN THE SANCTUARY = 110 SEATS
NUMBER OF PARKING SPACES REQUIRED = 28 SPACES
NUMBER OF PARKING SPACES PROVIDED 58 SPACES
NUMBER OF HOC PARKING SPACES REQUIRED - 3 SPACES
NUMBER OF HOC PARKING SPACES PROVIDED = 6 SPACES
NUMBER OF VAN ACCESSIBLE HOC SPACES REQUIRED = I SPACES
NUMBER OF VAN ACCESSIBLE HOC SPACES PROVIDED - 6 SPACES
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
15. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A CULVERT SYSTEM
AND CONVEYED TO PROPOSED INFILTRATION BASINS.
16. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT IMPROVEMENTS
ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMENT CONTROL MEASURES, WASTEWATER
SYSTEM, BUILDING DESIGN, ETC, SEE APPROPRIATE SEPARATE PLANS.
17. ALL PROPOSED SITE LIGHTING SHALL BE SITUATED TO AVOID GLARE SPILLOVER ONTO NC 12 AND ADJOINING
PROPERTIES.
18. SOLID WASTE TO BE DISPOSED IN ROLL OUT GARBAGE CANS
19. SURVEY AND TOPOGRAPHIC DATA AS SHOWN IN SURVEY ENTITLED"SURVEY FOR LIGHTHOUSE ASSEMBLY OF
GOD, INC.. BUXTON, NC 27920 AS PREPARED BY FREDDY D. RANKIN, PLS, DATED MAY 4, 2006.
20. WETLAND DELINEATION AS PER PLAT ENTITLED "LIGHTHOUSE ASSEMBLY OF GOD, NATIONWIDE #18 FILL
PERMIT, 3.62 ACRE PARCEL OF LAND, BUXTON, DARE COUNTY, NC" AS PREPARED BY QUISLE & ASSOCIATES,
P.C., DATED 10/2/03.
21. ALL RETAINING WALLS TO BE DESIGNED BY OTHERS (NC LICENSED PE PRACTICING STRUCTURAL ENDNEEERING,
QUALIFIED DESIGNER, CONTRACTOR, ETC.)
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P03077
BESPED BY
JJA
BRAWN BY
JJA
GNE(AEm BY
JJA
ISSUE OAIg
6 2fl , 07
SHEET
sl
DRAWING FILE: P03077-BASE
PLOT SCALE: 1Mm5O'

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BRIDGE LOADED) CAST NRON FRAME
AND ORATE. GATE FRAME TO BE
CAST INTO JUNCTION BOX TOP
GRATE O 6.3'
SEMON VIEW
JUNCTION BOX #1 DETAIL
N.T.S.
JUNCTION BOX TO BE CAROLINA PRECAST CITE, INC., 5'-0• ; 5'-0• STANDARD DROP
INLET BOX G EQUAL AS APPROVED BY ENGINEER (SEE CPC, INC.:ATALOG DETAIL SDI-6060)
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JUNCTION BOX TO BE CAROLINA PRECAST CONCRETE, INC., 5'-0• X 5'-0• STANDARD DROP
INLET BOX G EQUAL AS APPROVED BY ENGINEER (SEE CPC, INC. CATALOG DETAIL SDI-6060)
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BLANKET TO EXTEND A
MINIMUM OF 3'-0"
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y y
FOR BOTTOM OF SLOPE
TERMINATION, SEE
DETAIL 3/1
END SEAM OF BLANKETS OVERLAP 2"-4".
PLACE STAPLES, ONE ON EACH CORNER OF
BLANKET, 12" O.C. ALONG BLANKET END
THROUGH BOTH BLANKETS. UPSLOPE BLANKET
LAPS OVER DOWNSLOPE BLANKETS IN A SHINGLE AFFECT.
NOTES:
1. STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS.
SEE CURLER(& STAPLE PATTERN GUIDE FOR DETAILS.
CURLEX8 SLOPE
APPLICATION DETAIL
AMERICAN EXCELSIOR COMPANY
ARLINGTON, TEXAS
Y MIN.
f1 1 I flu_ LIV V Vr JLur r—
BO • r SLOPE
TERMINATION
N.T.S.
SOIL PILE
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STAPLE 12" O.C. ALONG
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12" O.C.
2 ROWS OF STAPLES,
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2 ROWS OF STAPLES,
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11
6
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NO.
P03077'
DES BY
JJA
DPAW BY
JJA T
CHECKM BY
JJA
ISSUE DAff
6/29/07
SHEET NO.
6
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PLOT SCALE: