SW8940602_APPROVED PLANS_20080729

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 'y0�902_
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 20 as o-12 01
YYYYMMDD

Revisions
7-28-08 Revised per
y 5. SA 1316 State SW Comments
�I � HWY US 17 �
I II SSE_ TOW SITE
I
tc
4.
I dlo Go
--
ol I °=
I to
0
I 2 z S.R. 1163
APPROXIMATE LOCATION
00 TAX PARCEL #2120002302 1
OF ZONING LINE McLA WILLIAM LEWIS
TAX PARCEL #2120002301 I ETUTUX CAROLYN
McLAMB WILLIAM LEWIS I CURRENT ZONING
ETUX CAROLYN I CO-R-7500 —
EB6< p.E CURRENT ZONING VICINITY MAP Elv CID
CO-CLD 0710/0597 xoTToscnl.E v
0415/0769 EXISTING DRAINAGE DITCH ALONG PROPERTY LINE
NCDOT R/W I No9'2o'34'w a27.cW W
MONUMENT I El e w N
—
I w V^I 2o.z z EXISTING WATERLINE z
EXISTING EXISTING (TO BE ABANDONED OR REMOVED) W !"'a"'1
UNDERGROUND H G
APPROXIMATE LOCATION PROPANE SHED - EXISTING ^ 00 W
I OF EXISTING WATER LINE EXIST] C aAiNLIN o FENCF# TANK GRANITE 0
69' 54.0' EXISTING WA RLIN LPP REPAIR AREA ,�--y f'"� S COLUMBARIUM h1 a N
I W 4 ,� LP P REPAIR AREA (TO BE ABANDONED OR REMOVED) 94, (4200 SF) {z,�,Jj C`�+e_�1 PT VI EG` In ❑� O
EXISTING a
U �., PLAYGROUND 50
m U W W W _ AppRO}1MATE LOCATION OF PROPOSED
\ r WV CONC.SIDEWALK ERB O
I 1 o I ExIsnNG W SEPTIC SYSTEM EXPANSION w w
\ INV.- 9.37! .a JI ( ELEC BOX o EXISTING (1575 SF)
" o SEPTIC SYSTEM f �"�
1 �\ al I 44.s z9 I I __ _ -- _ —_ raorosm7 b C N
` ) I EXISTING 1,500 G L I a z O
I
SEPTIC�ANIL J cGxa sroEWAt$ LANDS) ,APE PIPE-5 -68 LF 15"HDPE PROPOSED
I I I AREA#115 @ 0.50%SLOPE GRANITE
O E�ISTING,WOODAI F�NC LANDSCAPE
/�
F 18 ( ) 9 / (239 S COLUMBARIUM a� p
Z a \ t -+ AREA#17 f/ (FUTURE) O ��
�I� _1_ - TAX PARCEL #2120002405 AC UN14S WV (239 SF)
.W I �\ ST. LUKE EVANGELICAL 54.1' I `J
y iw
LU THERAN CHURCH
\ \ 14.3- I �— LANDSCAPE
�INV.=307111
CURRENT ZONING I N
CO-CLD/C0-R-7500 PROPOSED BUILDING - -j AREA#16 1
I \
I20' \ 1002/0447 (3858 SF) (339 SF) Iz
EXISTING �� el \ m EXISTING ONE STORY F.F.EI=38.60'
WATER 9 iy+ \ ^ BRICK CHURCH BUILDING I O
METED I \\� h 'DC, \\ F.F.E.=38.60' 4 I w W
t- J NCDOT R'/(W \ �qyT \ - --- -- . wxc.smEwnuc 1 0_
MONUMENT I 1129 - a
0
ELEV. =33.93' I \\ \ - - - - - - - - 1
26.4' a ,0 — LANDSCAPING o-� D_
N.A.V.D. 19 8 \ \ 226' < - ' ;� ,a -. - .-� I OPO O TAX PARCEL #2720002407
AAA RICK \ w -. j••.4 "CANOPY _ + T 27
7 _ .EXISTI`tJG�CONC:4- e I I a COLUMN \ \ � � � �: e ' '< . ,'-q �RI��'Y ems'1�� '`'�4 - I $TGRMWATER o GREEN ANGELA M ETVIR
1 n (SIGN) \ a _0. - zo.o' o 1 CO DRRI7500
11 CURRENT ZONING
PROPOSED ASPHALT PARKIN I APPROXIMATE LOCATION o 2830/1379
31; A B L SAP W
\ 8 (1R54 SF) ROPOSED PROPOSED BUILDING 9 LOT 71 REGULAR SPACES OF I�SERVICETI INE2" WATER $ Z
LANDSCAPE �_ CANOPY (5608 SF) 5 HANDICAP SPACESLINE
W It
2 ccWOVEN G� N, AREA 91 �_ LANDSCAPE 29 F.F.E.=38.60' I z
c�
Z I WIRE I \ (160 SF) AREA I �� LANDSCAPE i z N
w W I FENCE I \ (184 SF) 1 oIo I - _� AREA#12 X
o = I w LANDSCAPE JJJ I 27
�I I I I i 339 SF I w
U v I I °y1 AREA#2 �ANDSCAPE EXISTINGIAS ASPHALT PARKING
I G �I� I ( ) I LANDSCAPE
1 I U c 1 (241 SF) 18 ) LOT(TO BE RESTRIPED) z z I AREA#14
? AREA#5 68 REGULAR SPACES z o I 1 1 (180 SF) a
EXISTING (338 S TOWER BELL 4 HANDICAP SPACES I o N I A •�
a \ I I I I I g 20.3 1 39'
(BRICKWALL) \ \ I I I I E'__ 1 58'
LANDSCAPE PROPOSED PICNIC ~� W
Ix
v APPROXIMATE LOCATION OF \\ 25 LANDSCAPE �- 25' AREA#11 ---� SIIELTERADDITTON
EXISTRING r�.l
�✓ LANDSCAPE �- AREA#8 I �� (145SF) opICNC '. W U
1 EXISTING BRUNSWICK 25' (337 SF) I 1 `SHELTERS V�-
wl I COUNTY 20" DIP WATERLINE \ �- AREA#4
I � - LANDSCAPE (181 SF) LANDSCAPE 18' •) I EXISTING 19" WATER OAK
- -AU- - AREA#3 ---� AREA#9
- - - (159 SF) \ 9' - � (TO BE REMOVED)
AU-
(270 SF) 1102 58' r� r \ O
°' — ' QFj v
-AU- 106
- - -� _ LANDSCAPE
I I EXISTING\ A _ LANDSCAPE AREA#13 C)
1 I LIGHT " - - — - _ I t AREA#1 (180 SF) W w a POST - - - - _ _ _ 49' hr
FIRE (172 SF) 46'
14
1 I EXISTING 20 5' - -AU- - - 1 EXISTING U
> l I LIGHT E/]
eiP HYDRANT POST
I 1A S07v0.27'E MOM'
APPROXIMATE LOCATION �•L•�
SITE NOTES: OF ZONING LINE II ERB rTl
TAX PARCEL
BOUNDARY&TOPOGRAPHIC INFORMATION PROVIDED BY F-�
17l(0 FULWOOD EULALIA LALIA A A
WITHERS&RAVENEL z? CURRENT ZONING
THIS SITE DOES NOT APPEAR TO BE LOCATED IN A FLOOD o Co-CLD
1'-6'x 1'-0"x 0.080 STD.ALUM.HANDICAPPED Oi 31/0150 7500
/0150
HAZARD ZONE. PARKING SIGN TO READ'RESERVED PARKING'WITH EDGE OF PAVEMENT OR
O
IDENTIFICATION SYMBOL.BOLT TO WD.POST W/3/8" OBSTRUCTION
•
ANY EXTERIOR LIGHTING SHALL INTERNALLY ORIENTED AND CADMIUM PLATED NUTS,BOLTS AND WASHERS. L� W
NOT EXCEED 40'IN HEIGHT IN VEHICLE AREAS OR 15'IN HEIGHT } RESERVED
IN NON-VEHICLE AREAS.. I PARKING O
THE PROPOSED BUILDING WILL NOT EXCEED FORTY FEET(40') 18" ® 9"x 1'-0"x 0.080 STD ALUM.SIGN TO READ"VAN O 25
ACCESSIBLE'.BOLT TO WD.POST WITH 3B"
IN HEIGHT.
CADMIUM PLATED NUTS,BOLTS AND WASHERS. TOP S T. LUKE EVANGELICAL Date: 6-18-OR
WATER SHALL BE PROVIDED BY BRUNSWICK COUNTY, SEWER O
� WITH TOP OF CONCRETE.
FLUSH
REINFORCING BAR
SHALL BE SEPTIC SYSTEM TO BE APPROVED BY BRUNSWICK -i - 12" 9"x V-0"x 0.080 STD ALUM.SIGN TO READ"MAXIMUM I L U T H E R A N CHURCH
COUNTY HEALTH DEPARTMENT(FILE*91-02183). PENALTY$250".BOLT TO WD.POST WITH 3/6" 84' Scale: AS SHOWN
COLORS CANDIUM PLATED NUTS,BOLTS AND WASHERS. Dma BY JTP
ALL PARKING LOT LANDSCAPING SHALL MEET THE 12 5869 OCEAN HIGHWAY WEST OCEAN ISLE BEACH, NC 28469 Checked By:
REQUIREMENTS SET FORTH IN SECTION 6.1.10 OF THE LEGEND AND BORDER-GREEN WHITE 7/8"DIA.HOLES
SYMBOL ON BLUE BACKGROUND FINISHED
BRUNSWICK COUNTY ZONING ORDINANCE. BACKGROUND-WHITE TREATED WOOD 4"X 4"POST GRADE Site and Zoning Data:
INTERIOR ISLANDS TO BE CURBED FOR PROTECTION&TO 1-1/2"R 1-1/2"R
PREVENT LANDSCAPE MATERIALS FROM WASHING INTO s" /(NP.) 9" (TYP.) - 1 OR A FRO SJI11 L
I( CURRENT ZONING:P.-7500/CDS-1 a
PARKING AREAS. 5'MIN. USE: PLACE OF WORSHIP APPROVED
L -L7
:PMFAN
MUM SITE AREA=6.03 ACRES Fll`
NO PERIMETER BUFFER IS REQUIRED PER BRUNSWICK COUNTY LTY 3/8" vAN 3/8" 6' MI MINIMUM LOT SIZE:7,500 SF NORTH CAROLfNA ENVIRONMENTAL,
UNIFIED DEVELOPMENT ORDINANCE,ARTICLE 7.2.9. ALL o (TVP.I AccEssl (fYP.) //�\//\\//\\ //\\//\\//\\//\\ 3'MIN. TAX PARCEL NUMBER:2120002405
EXISTING VEGETATION ALONG PERIMETER SHALL REMAIN. MANAGEMENT COMMISSION
I I� - I 12" /\\/\\/\\ /\\/\\/\\/\\ 3/4"REINFORCING BAR 2#4 BARS DIVISION OF WATER QUAL1iY
-► �•�-- 12' ./\/\/\ \ \ \ \ IMBEDDED 18"INTO SUBGRADE. CONTINUOUS BUILDING SETBACKS: FRONT YARD -45 FT.
SECTION 5.2 SOF THE RUNSWICK COU THE
NTY ZONINGREQUIREMENTS OF LEGEND AND BORDER-GREEN LEGEND AND BORDER-GREEN \//\ \ \
ANY NEW \ \ \ \ \ \ \ \ SIDE YARD -25 FT. Z 1 v CONSTRUCTION WITHOUT AFFIXED
ORDINANCE, AT THIS TIME NO BUSINESS SIGNS ARE BACKGROUND-WrTE BACKGROUND-WHITE \//\\/�\\/�\\/�\\/ /�\\// 5-5/8 MIN. MAXIMUM HEIGHREAR YARD -20 T OFBUILDING:40'WITH NO ADDITIONAL SETBACKS CORPORATE SEAL.
PROPOSED.
THERE IS NO PHASING PROPOSED. HANDICAP SIGN DETAIL CONCRETE WHEELSTOP PARKING INFORMATION T7. .�`��+++++CAF+1,6
NOT TO SCALE NOT TO SCALE A�J �Iv •`�����U•i S ©l�4y
TOTAL PARKING SPACES REQUIRED:
ALL SPECIFIC LANDSCAPING ELEMENTS MUST BE PROVIDED WORSHIP HALL WITH 2,185 SF OF SEATING AREA: j i i a S C L F
AND APPROVED BY THE PLANNING DEPARTMENT PRIOR TO SITE PLAN
OBTAINING A BUILDING PERMIT. THIS INCLUDES CHOOSING THE 1 SPACE/EACH 20 SF SEATING AREA FOR PLACES OF WORSHIP
SPECIFIC PLANT SELECTION. !`vW4 x', G9f 8 4.
TOTAL PARKING PROVIDED= 110 SPACES ; a�.•6;y �+2 :'
ROLL-OUT TRASH CARTS FOR SOLID WASTE DISPOSAL AND ALL
TOTAL PARKING SPACES PROVIDED = 139 REGULAR SPACES&9 HANDICAP SPACES
HVAC EQUIPMENT SHALL BE LOCATED IN THE DESIGNATED o 30' so'
AREAS AROUND THE BUILDINGS,WITH ALL VEGETATIVE
SCREENING AS REQUIRED IN SECTION 6.9.3 OF THE UDO.
CI
This drawmg shall not be rereppro uc 1n
whole or 1n part without wntten permission ECES PROJECT N0. 0826
of East Coast Engineering& Surveying ,P.C.

Revisions
7-22-08 Revised per r
�I I WETLAND PLANTS State SW Comments
EXISTING
SCIENTIFIC NAME SCIENTIFIC NAME
a-- GRANITE COMMON NAME NOTES COMMON NAME NOTES 7-28-08 Revised per
ZI COLUMBARIUM PELTANDRA VIRGINIA FULL SUN TO PARTIAL PONTEDERIA CORDATA FULL SUN TO PARTIAL State SW COMMents
V~)I I (FUTURE) ARROW ARUM SHADE PICKERELWEED SHADE
SAGGITARIA LATIFOLIA AGGRESSIVE COLONIZER SCIRPUS VALIDUS FULL SUN. AGGRESSIVE WEEDY ALIENS
wl - ARROWHEAD/DUCK POTATO SOFT-STEM BULRUSH SUCH AS P.PERFOLIATUM
I 4In 32 1 GLOMERATUS REQUIRES FULL SUN POLYGONIHIM SPP. FAST COLONIZER. TOLERANT OF
3 3 --35 BUSHY BEARDGRASS SMARTWEED FLUCTUATING WATER LEVELS.
30 4 3 36 < TYPHA SPP. AGGRESSIVE.MAY ELIMINATE JANCUS EFFESUS TOLERATES WET OR DRY
CATTAIL OTHER SPECIES. SOFT RUSH CONDITIONS.
n LNsgKs SAURURUS CERNUUS RAPID GROWTH.SHADE ZIZANIA AQUATICA
LIP
PREFERS FULL SUN.
N EPlAU IA b RI AR �"G5 / LIZARD'S TAIL TOLERANT. WILD CE
EXISTING LPP (42Me MT - •- N
M O
EXISTING REPAIR ARE ArraU@G AATB LOCATION OF PBOPOSB� PROP(MB3D r 'ATg TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY,CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS,SUCH AS THE NATURAL
PLAYGROUND-,
1 wv EXISTING 3Wx srsTTrIMM�ANSKRN � RESOURCE CONSERVATION SERVICE(NRCS),THE NC COOPERATIVE EXTENSION OFFICE,OR A LOCAL NURSERY.
n p R SEPTIC (1575SF) 33
SYSTEM ( DrcON�SEW PROPOSED WETLAND SPECIES TABLE
\ - a MBm SD-5 -65 LF 24 HDPE 4 GRANITE
- _ \ CI-5 / I @ 0.50%SLOPE - COL UMBARIUM
RIM ELEV=32.70 \ i (FUTURE)
INV IN=25.34(FROM CI-4) I O STRUCTURE STRUCTURE TABLE SW PIPE TABLE
n ST \ EXISTING BRICK CHURCH BUILDING PROPOSED BUILDING INV OUT=25.33 (24"HDPE) RIM ELEV=32.00
<9 F.F.E. = 38.60' F.F.E.=3$.6W o INV OUT=28.61 (Ill-HDPE)
n STRUCTURE NAME SIZE LENGTH SLOPE MATERIAL
PPOSEi/
NAME: PIPE PIPE DETAILS: It
SD 1 15" 77.36' 0.50NY. HDPE
11 SIN S OUT
CA
w w �3�� \\ T _ _ _ ':7 .'�` '• ' 1 ASPHALT n 3'x 3'Curb Inlet SD-2 18" 92.00' 0.50% HDPE [�] k
3 e /P?yRRIN /LOT y I o CI-2 HDPE15INV IN HDPEIINV INV IN 3 26.44 ^ O) 00
3 I PROPOSED BUILDING (( CI-4 I I f I ° -26.44 OUT=26.44 INV OUT=26.44 I
\ I F.F.E.=38.60 n r SD 6-22 LF 18"HDPE SD-3 18" 73.56' 0.50% HDPE h oD
O.00Y6 SLOPE SD 4 24" 54.00 O.SOYe HDPE N
n I I RIM ELEV=31.62 I 1 \� 0 h
r INV IN=25.61 (FROM CI-3) I �\ " EMERGENCY 3'x 3'Curb Inlet
111
INV OUT (24 HDPE) 1 d SPILLWAY C1-3 , SD-5 24 65.40 0.50% HDPEPLI
co� '+
_ " SD-2, 18" SD-3 18" RIM=32.58
n o ' O
v HDPE INV IN HDPE INV INV IN=25.98 O '"
Q I ,n M \ I $ / � SD 4- 54 LF 24"HDPE SEE DETAIL O
Ld V) I rn EXISTING \ I 1 PROPOSED ( ) �--�
=25.98 OUT=25.98 INV OUT=25.98 SD 6 18" 22.48' ao(r HDPE k
U < \ ASPHALT 0.50% SLOPE_ INV. 18"
O " I \ 3>� - PARKING LOT I <j6 3. I FES.=28.61 r F�"1 �Tl U
j
> Tx 3 Curb InletSD-I -77 LF 15"HDP EXISTING PROPOSEDP C CI-4 Sj)-3, j$" SD-4,24" RIM=31.620 ON
PROPOSED NG 0.50"/e SLOPE PICNIC S HELTER HDPE INV IN HDPE INV INV IN=25.61 t`IURBCUT 6SHELTER II I C �/ 1i '7's:1 vECBTwTI =23.61 OUT=25.61 INV OUT=25.61 F+i
o
a - - - - -�- - - \ WALE
SEE DETAIL) A SD-3 -74 LF 18"HDPE Ce3FILTER
5 YssLOPE 3'x 3'Curb Inlet � 'n
01,
Q 0.50Y/o SLOPE O
o I w CI-3 z CI-5 con
HDPE24INV IN HDPE INV INV IN 3 25.34 >' l ,rJ '•
4 -SD 2-92 LF 18" HDPE. ffi -25.34 OUT-25.33 INV OUT-25.33 �•/
- -�"- 3 RIM ELEV=32.58 - - = I>
� 3> 36 6 34 Q 0.50% SLOPE
If-
X 37iPOSEj� 3 PRO •''rE INV IN=25.98(FROM CI-2) W
w ro CURB C CURB CU 11__� INV OUT=25.98(18"HDPE) 4'x 4'Juncion Box
(
SEE DETAIL 33 CI-2 OUTLET SD 6, 18"
(SEE DETAIL) 5:1 PROP SED © RIM ELEV=34.02 32 - -31�30 28 STRUCTURE HDPE INV RIM-32.00
SWALE YI-3ry INV IN=26.44(FROM YI-3) 29 - -30�31 OUT=28.61
Il W OUT=28.61
/ RIM ELEV=33.36
3B /' INV OUT=26 83 (15"HDPE) INV OUT OUT=26.44(18" HDPE)=�-5 w
Tx 3'Catch Basin
37 -51 33-----�_� -3 RIM SD-1, 15" .36
36 HDPE INV O =UT 26.83
34--� OUT=26.83 INV O =
STORMWATER PLAN
LEGEND 0 50' 100'
-30 - EXISTING CONTOURS
g PROPOSED CONTOURS
NEE=IMNN PROPOSED CULVERT
ESTABLISH VK30ROUS PERMANENT OVERFLOW WEIR OVERFLOW WEIR 2:1 SLOPE MIN 3:1
VEGETATIVE GROWTH ON SLOPE,BANKS TIE TO TOP OF POND ELEV.=31.00
AND CHANNEL(SEE-EROSION CONTROL PULL SLOPES BACK TO ELEV.=31.00 B'
3' SLOPE
NOTES AND SCHEDULE) BLEND INTO EXISTING LINE WITH CLASS B RIP RAP -
TERRAIN,TYP. TP ELEV.=30.75
3'MIN w
FREEBOARD ELEV=3176 ���p
I - 12"
FOREBAY _ _ TTOM WID H _ _ - tD2'V IWOFNC
-,.._.��-I I ( S ALE TA �I-,,�-,,,_ ,,,ryQ�
3:1 TO EXIST _ 'Iby . CLASS B RIP RAP O
DEPTH $ VEGETATIVE I0:1
CONTRACTOR TO GROUND -I Iq'L` _III II i,III- (SEE SWALE TABLE) SLOPE _
PROVIDE BERMUDA TP FOR STATE=30.75' ST�TER POND OUTLET -1 I- _III A' SECTION A-A' PROFILE OF SPILLWAY TIE TO POND TEE TO POND /I►w/ `�41
SOD(TYP) Z710:1
EE DETAIL) ELEV.=31.75 ELEV. 31.75 I--I I-1 I I-III-III U
3' VEGETATIVE SHELF TRAPEZOIDAL GRASS SWALE 10 r
-►{II MIN 3:1 SLOPE
--►H PP=28.65 SLOPE
PP=26.65 10' ' NOT TO SCALE SWALE TABLE�' NUN 3:1
1-18'(HDPE)DISCHARGE PIPE a'i 0:1 VEGETATIVE SHELF S AL # DEPTH PTH BOTTOM WIDTH SLOPE /e 1 P-I
INv=2Bs, P4
r \
1 //4"ORIFK:E S POND EMERGENCY SPILLWAY E#1 0, . 0.5 0.,$ Cl„tN8 �/ � V O
ELEV=28.15' (SEE OUTLET 1.VIGOROUS STAND OF PERMANENT GRASS COVER SHALLSWALE# .5 1.25 1.65 PLAN VIEW B�RAP OVERFLOW WEIR \�
DETAIL) BE ESTABLISHED AS BOON AS POSSIBLE ALONG THE NOT TO SCALE
ELEV. 31.00
BANKS OF DITCHES AND DWUTBED AREAS.WHERE WALE# 5 1.0 4 4 P4 Fj
DITCH ahWS CANNOT BE ADEQUATELY STABILIZED WITH SECTION B-B' PROFILE OF SPILLWAY Q r�
_ VEGETATION.AN ARTIFICIAL LNER SUCH AS RP-IW FILTER
3.0 0.0 1.50 Q�
'i Cy SHALL RE USED TO PROTECT BANS. I✓�.� w x
y 2.WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5% PULL SLOPES BACK TO BLEND
EXCELSIOR MATTING OR OTHER EFFECTIVE CHAPWL LINING INTO EXISTING TERRAIN,TYP. U
MATERIAL SHALL BE USED.
1'TAPER 00 1'TAPER TOP OF PAVEMENT
ELEV=22.85' ELEV=22.85' Q
ELEV=22.65' ELEV=21.65' GUTTER LINE W
..,_..,_.�i-I III-.,,-,� - 4'CURB CUT C) MM
TOP OF CURB E-I � Fri
NOTE: 10:1 SHELF TO BE VEGETATED WITH WETLAND ~ _I I 5r$ 5.1 . I�„_I I--I DEPTH
SPECIES(SEE WETLAND SPECIES TABLE) I I (SEE SWALE TABLE)
PROPOSED STORMWATER POND CROSS-SECTION
NOT TO SCALE - - Y �JM � ~
CATCH BASIN C71RI MET M
"V DITCH" GRASS SWALE 28 7' " AIPRI� [OINK
4' CURB CUT
NOT TO SCALE X X
NOT TO SCALE
B
SEAL WATER-TMHT BETWEEN SEAL WATER-TIGHT BETWEEN I It
PRECAST C
PRECAST CONCRETE PIPE AND CATCH BASICCONCRETEPIPE AND CATCH BASIN La
DRAINAGE STFB)CTURE
4)14 jr
17 N01E
A A SUE PLANS FOR ACTUAL OMB/TATICK OF
PIPE M CXMI I LM SEE 87UCrJM-Sk• `
k PPE 110A TA81LS Flat PPE SACS AMC PIPE DNA. / T PRAP
I
A A' NWBRS. Date: 7-15-08
r /- Scale: AS SHOWN
F'RAW ORATE k NOCO SKALL BE TYPICAL CONC. .
FLARED EAST END gs FILTER FABRIC DnWn By. JTP
�' MOBBa aKN 11eMC8 73I8 SECTION
4'CONCRETE
B CATHI kNN anN41T eR /
POSTS APPIlIP�® O Chocked By:
B' PLAN VIEW PLAN ISOMETRIC VIEW
PLAN VIEW SENSE NOTES
�HEDULE FOR DIMENSIONS
MANHOLE FRAME MANHOLE FRAME AND GRATE TRASH GUARD
AND COVER AS ELEV 3200 Ole 23 5/l6' 2.d=1.5 TIMES THE MAXIMUM STONE DIAMETER,
~- ( AS REQUIRED 27 t3/16•
1 1/2' 1.La IS THE LENGTH OF THE APRON,
M REBA 4'
PERMANENT POOL -.c':` 6" -*'"
T EL-28.65 B" F2 3/8'
SET AT FB116TIED BUT NOT LESS THAN 6'
GRADE : SEE PLAN VIEW i-1N'SCHAO PVC ORIFICE r >� e' 2,-6• MIN 3.A FILTER BLANKET OR FILTER -R FABRICDSOIL
SHOULD
• C� BE INSTALLED BETWEEN THE RIP-RAP AND 3()L
(I D .1.38 IN.) THROAT ELEVATION AS REQUIRED
FOUNDATION,
FOR LOCATOR 2-TEES WITHSEALED PLUGS TOPA IZE AND NUMBER B w N. TEMPORARY POOL f 16 1/8,
OF PIPES FOR IF 6. EL-30.75 AS I 8 1/4'
AS -WIRED REQUIRED A �-- La
B"CP r .,. .a /
PP INVERT EL=2fl61 HDPE FILL TO AVERT - FLOW
INVERT ELEV - 1
3,000 PSI (SEE PLAN VIEW) 3,OW PSI FIU TO INVERT WITH CONCRETE - I THIS PLAN IS NOT ISSUED FOR
(HDPE) _. I u
I-- 27 L/2•--I a 23• CONSTRUCTION NITHOUT AFFIXED
CONCRETE TO �,;;. .i - .' t� �.. «�. `. d0 W
CONCRETE TO WITNCONCRETE i- �'3 " ..
a -;;.,..:f .R ♦%.+Y' INERT OUT - ". "
INVERT OUT :e: 'a.': -K'� « `.' CORPORATE SEAL.
057 CRUSHED 'CRU9MEU STONE CRlISN1ED 510NlE - L __
STONE 12 MIN ` -- FILTER FABRIC
Ire '.' :.::::�:.:..< . �.
COMPACTED SUBGRADE COMPACTED SUBGRADE FI W f, '' (1 ``�� .`� C.
(xOPACTED 6l1BOPADE COMPACTED Sl1BaRABE SECTION SECTION - ' PUN VFW OUTLET PROTECTION s_QTUON A-A
SECTION A-A' SECTION B-8' PIPE
STORMWATER POND OUTLET STRUCTURE t. FES-1 FES-g
CONCRETE YARD INLET NOTTascALE
de 12" m=;ir RFF.
do=PPEDIA - SEAL
< «- La=APRON LENGTH La=10, La.10' IVF
f 4 '' <_ i - 6' W-APRON WIDTH W=F W=6' - 8948
NOT TO SCALE V cc
NOTES -
1.SEE TABLES FOR STORM DRAIN SIZES.INVERT ELEVATONB,AND TOP OF GRATE ELEVATIONS. d=APRON DEPTH e=12' d= 12'
2 SEE PLANS FOR ORIENTATION OF STORM DRACNR RELATIVE TO PONDOUTLET. SECTION X SECTION Y /��.� class=B clew=B $YS1 - ��
3.ALL PIPE OUTLETS AND INLETS MUST BE SEALED WATER-TIGHT BETWEEN PPE AND CATCH BASH. OUTLET PROTECTION (FLARED). ��•`
4.THE BARN MAYBE DRAINED 8Y LEAS OF A GAS POWERED Ml1D HOG TYPE PUMP. ' •••••• V ;
CURB INLET DETAIL c�`' R
NOT TO 3C
NOT TO SCALSCALE _-
C2
This drawings not be reluoducedin
whole or in part without written permission ECES PROJECT
of East Coast Engineering&Surveying , P.C. N 0826
V
4 X.

CONSTRUCTION SEQUENCE: LEGEND Revisions
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN
1 WILMINGTON,[phone], PRIOR TO BEGINNING CONSTRUCTION. ® TEMPORARY CHECK DAM
i 2. INSTALL CONSTRUCTION ENTRANCE,TEMPORARY SILT FENCE,TEMPORARY SILT
TAX PARCEL #2120002302 FENCE OUTLET AND TEMPORARY DIVERSIONS AS SHOWN ON THE EROSION
TAX PARCEL #2120002301 I McLAMB WILLIAM LEWiS CONTROL PLAN. -----X-----X-
TEMPORARY SILT FENCE
MCLAMB WILLIAM LEWIS ETUX CAROLYN 3. LAY BUILDING FOUNDATION.
ETUX CAROLYN I LIMITS OF CURRENT ZONING TOTAL PROJECT SILT FENCE 4. CONSTRUCT STORMWATER DETENTION POND WITH OUTLET STRUCTUR€. MW ME ME m ON ON as LIMITS OF DISTURBANCE
CURRENT ZONING DISTURBANCE=2.75 AC CO-R 0597 AREA=6.03 AC 5. ROUGH GRADE SITE. MAINTAIN POSITIVE DRAINAGE TO POND WHERE POSSIBLE.
CO-CLD 0710/0597 (SEE DETAIL)
0415/0769 6. INSTALL STORMWATER DRAINAGE SYSTEM, INCLUDING ALL PIPES AND CATCH BLOCK AND GRAVEL INLET PROTECTION
II
_ BASINS. INSTALL BLOCK d.GRAVEL INLET PROTECTION AROUND CATCH BASINS.
- 7. FINISH GRADE DRIVES AND PARKING LOT.
7 Y 8. PREPARE SUBGRADE, PLACE BASE MATERIAL,AND PAVE DRIVES AND PARKING TEMPORARY CONSTRUCTION ENTRANCE
LOT.
TEMPORARY 9. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM
IVERSION SWALE-2 VEGETATION IS ESTABLISHED,OR PERMANENT GROUND COVER IS PROVIDED.
n - -->--->- TEMPORARY DIVERSION
(TYP. SEE DETAIL) 10. CHECK STORMWATER POND DEPTH FROM PERMANENT POOL TO BOTTOM. IF
LESS THAN DESIGN DEPTH, EXCAVATE TO DESIGN DEPTH.
- - - - 32.- -- - EXISTING CONTOURS
M
-37- ' / I g PROPOSED CONTOURS
SEEDING SCHEDULE U
ALL DISTURBED AREAS SHALL TO PREVENT SOIL EROSION. THE CONTRACTOR MAY USE METHODS
(AI \` AND SCHEDULES SHOWN BELOW. HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR
\ EXISTING BRICK / \ TAX PARCEL #2120002407 CONSULT A SPECIALIST WITH ATTENTION TO THE SITE-SPECIFIC CONDITIONS.
< � n Np \ \\ CHURCH BUILDING '•� \ GREEN ANGELA M ETVIR
n FREDERICK L CULTIVATE AREA TO A DEPTH OF 5 INCHES. v N
iitI \ \ 00 LIMITS O / / I CURRENT ZONING APPLY LIME, FERTILIZER AND SEEDS AS INDICATED BELOW. �T�� 0
\ \ DISTURBANCE=2 7 �C BL K &GRA L \ CD-R-7500 MAINTAIN THE GRASSES BY WATERING AND RESEEDING AND ADDITIONAL FERTILIZER AS NECESSARY. W (7, Op
\ '
\ - - - - - - - - - - 1 �. v1o0
z� 38 \ � � INLET PROTECTION I \ \ 2830/1379 BARRICADE OR PROTECT GRASSED AREAS UNTIL THE GRASSES GERMINATE AND GET ESTABLISHED. ,
Uj o v i \\ _ _ - IT P. SEE DETAIL I I 0 0o yt
I SILT FENCE tV
\ ' I DECEMBER 1 TO APRIL 15 APRIL 15 TO AUGUST 15 AUGUST 15 TO DECEMBER 30 P
\ / / STONE OUTLET V 00
n r I M TEMPORARY GRA L (SEE DETAIL) TEMPORARY SEEDING 0 0
0 CONSTRUCTION ENTRANCE
` I EXISTING ASPHALT 1 (TYP, SEE DETAIL) I N I SOILAMMENDMENTS Fit �T� „+'�, U s1
\ r LIMESTONE: 2,000 LB/AC. 2,000 LB/AC. 2,000 LB/AC. rA
\ PARKING LOT I \ I FERTILIZER: 750 LB/AC.OF 10-10-10 750 LB/AC.OF 10-10-10 1,000 LB/AC.OF 10-10-10 r 1 C4
as 0`
1
50 LB/AC L€SPEDEZA(KOBE)
SEEDING MIXTURE RYE(GRAIN), 120 LB/AC. GERMAN MILLET,40 LB/AC. RYE(GRAIN), 120 LB/AC. V 1 z O
d.� n \ ISTING �., I , . p0(1 �,, W)
PICNIC
NI� Vl
TONE OUTLET MULCH APPLY 4,000 LB/AC.STRAW APPLY 4,000 LB/AC.STRAW APPLY 4,000 LB/AC.STRAW O Tn U O
-36- (SEE DETAIL) AND ANCHOR IN PLACE AND ANCHOR IN PLACE AND ANCHOR IN PLACE V 1 ad
36 r -- --- - N
�I 35- �. �• p '� PERMANENT SEEDING APRIL 1 -JULY 15 T^ t-
'^' SILT FENCE V )
7 T RARY (SEE DETAIL) SOIL AMMENDMENTS
TEMPORARY IVERSION SWALE-I TEMPORARY - - LIMESTONE: 3,000 LB/AC.
O BLOCK& VEL HECK DAM Tn' SEE D IL) HECK DAM FERTILIZER: 500 LB/AC OF 10-10-10 w
INLET PROTECTION TYP. SEE DETAIL) ETA
LIMITS OF (TYP, SEE DETAIL) TYP. SEE DETAIL) _
DISTURBANCE=2.75 AC SEEDING MIXTURE BESPED ZA, 50 LB/AC.
38 - LESPEDEZA 30 LB/AC.
BURMUDAGRASS, 10 LB/AC.
37 --51 GERMAN MILLET, 10 LB/AC.
MULCH APPLY 4,000 LB/AC.STRAW AND ANCHOR IN PLACE
TAX PARCEL #21200024
FULWOOD EULALIA A A
EROSION CONTROL PLAN
CURRENT ZONING
CO-CLD/ 500 5' EROSION CONTROL GENERAL NOTES
0131/0150 0150 p 50' 100' I �1'S
1j THE ATTACHED PLANS AND SPECIFICATIONS GIVE THE REQUIREMENTS FOR Eti061pN CONTROL MEASURES. THE RUNOFF
WILL BE DIRECTED TO THE TEMPORARY DIVERSION AND THEN TO SEDIMENT BASIN. THE GRADING CONTRACTOR WILL
9'MIN PROVIDE THE MAINTENANCE FOR THE EROSION CONTROL MEASURES.
1.ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL
ACT OF 1973. U T \ O
2.ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED TO LIMIT EXPOSURE TO THE SHORTEST �J
A FILTER FABRIC
NCDOT CUSS B EROSION FEASIBLE TIME.
CONTROL STONE 3.ALL DISTURBED AREAS SHALL BE STABILIZED BY A PERMANENT GROUND COVER WITHIN 15 DAYS FOR SLOPES AND 30 U
P.
50'MIN #57 CLEAN WASHED DAYS FOR ALL OTHER AREAS. a
.� ?s1-�; STONE 8"TO 12"#57 STONE Qi
ON UPSTREAM FACE 4.AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED,ALL PERMANENT MEASURES HAVE BEEN INSTALLED,AND FINAL
..:. PUBLIC ROAD ti 3 s [a/�
APPROVAL IS RECEIVED FROM THE LAND QUALITY SECTION,THE TEMPORARY MEASURES MAY BE REMOVED. O
..:.; r' < -."> a ti ". FILTER 24^MAX 5.OVER THE LIFE OF THE PROJECT,THE OWNER SHALL MAKE PERIODIC INSPECTIONS TO EVALUATE THE SUCCESS IN
.t F K s ; FABRIC AT CENTER CONTROLLING EROSION OF SOILS TO OFF-SITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE,THE O
E-I
PLAN VIEW W t . z
PLACE CONCRETE BLOCKS TWO OWNER SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE SITUATION.
12"MESH WIRE COURSES HIGH AROUND INLET O O Y-rl
• J s Li s 1� y t F}-)
r xl'
6^MIN SECTION A-A U U
NOTE: z
" 15'MIN. AT LEAST ONCE A MONTH AND AFTER EACH MAJOR STORM EVENT,THE CONTRACTOR IS TO INSPECT THECHECK DAMS. ANY WASHOUTS
ARE TO BE CORRECTED AND WHEN SOIL ACCUMMULATION REACHES ONE-HALF OF THE HEIGHT,THE COLLECTED MATERIALS ARE TO BE MAINTENANCE PLAN W
REMOVED.
2'-3"COARSE AGGREGATE O /y�
PLACE ONE BLOCK OPEN ON EACH TEMPORARY CHECK DAM AS THE PROJECT AREA IS BEING OPENED UP AND THE EROSION CONTROL W SIDE OF INLET MEASURES INSTALLED,THE CONTRACTOR a
PLAN VIEW SECTION VIEW NOT TO SCALE SHALL START A REGULAR MAINTENANCE SCHEDULE. THE ITEMS LISTED BELOW W H
so'M>,N. BLOCK & GRAVEL INLET PROTECTION ,B ARE TO BE INCLUDED.
1. ALL ER�XXN CONTROL MEASURES WILL BE CHECKED FOLLOWING EVERY
� -�6'DIVERSION TO DIRECT RUNOFF FROM RAN NOT TO SCALE SILT FENCE RUNOFF-PRODUCING RAINFALL AND AT LEANT ONCE EVERY WEEK. NEEDED
REPAIRS WILL BE MADE IMMEDIATELY. r W
WIF E-INK FABI IIC Ill.
S(SEE NOTE.#5) 2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
SECTION VIEW 12"STAY SPACING GRAVEL INLET PROTECTION DEVICES WHEN STORAGE CAPACITY HAS BEEN
ITYP.) MIN.10 ,B APPROXIMATELY 50%FILLED,
TEMPORARY GRAVELED TOPWI E STEEL PAST
TOP WIRE F-- W-WOVEN WIRE FENCING AS 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
U
CONSTRUCTION ENTRANCE o REQUIRED Date: 6-30-08
MIN. 12-12 GA. _ Z R ILT FILTER FABRIC BECOMES 0.5 FT.DEEP AT THE FACE THE FENCE. THE SEDIMENT FENCE
NOT TO SCALE INTERMEDIATE WIRES F z < \ "\ WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
1L Scale: AS SHOWN
CO N W \ 4. GRAVEL CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT Drawn By: JTP
MIN.10 GA. 4' 111-
W
B TOM WIRE ILLN ACCUMULATIONS ARE VISIBLE OR S€DWENT IS DEPOSITED ON THE ASPHALT Checked By:
OT
#57 CLEAN WASHED STONE AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF#4
TEMPORARY DIVERSIONS SHOULD BE SEEDED �\ \� \ /� 8, STONE TO MAINTAIN 8 INCH DEPTH.
AND MULCHED AS SOON AS THEY ARE _ i / �j/\ s
CONSTRUCTED TO PRESERVE DIKE HEIGH"AND 5.ALL SEEDED AREAS WILL BE FERTILIZED,RESEEDED AS NECESSARY,AND
REDUCE MAINTENANCE. W ANCHOR FABRIC SKIRT w/MIN.4' MULCHED ACCORDING TO BPECIFICATK)NS IN THE VEGETATIVE PLAN TO �.APCR,N7,� '9
LONG WIRE STARES @ 12"O.C.
COMPACTED SOIL 2 MIN. U) MAINTAIN A VIGOROUS,DENSE VEGETATIVE COVER. '
SILT FENCE STONE OUTLET SEA ;��;
S,
-�I'.`£V. } }Ar�.)a>„ c�cs •cy , y , �"` � \\: 8"MIN.COMPACTED FILL OVER SKIRT' NOT TO SCALE
"? SIDE VIEW VEGETATED EARTHEN CLEAN BASIN WHEN ONE story THIS PLAN I FOR
FRONT VIEW CONTAINMENT HE HALF FULL CONSTRUCTION IN WITHOUT AFFIXED
/\\\ \\�\� \�j\\ \\ \ �j�\\/\� \\ NOTES. CARRY RIPOFSNL SIDE
///\�\\/\\\ \/ \/\\ \\ \/ / \/ VEGETATED CORPORATE SEAL.
CONTAINMENT BERM TOP OF B M
i.INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS. -„N, S R OF SPILLWAY
\ 2.WHERE STEEL POSTS ARE USED,POSTS SHALL BE TIN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE. �21 M"SEE TEMPORARY TOP ELEVATION OF STORMWATER 18"FREEBOARD
6'TYPICAL 3.WOVEN WIRE FENCING,WHERE REQUIRED(SEE NOTE#6),SHALL CONFORM TO ASTM A116 FOR CLASS 3 GALVANIZING.FABRIC SHALL SEDIMENT TRAP TABLE \"
BE A MINIMUM OF32"WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING.THE TOP AND BOTTOM WIRES SHALL BE
Jpumgp
10 GAUGE AND INTERMEDIATE WIRES SHALL BE I2-12 GAUGE. pEp7I{(D) p � CARp"/'•,�
N 4.FILTER FABRIC SHALL BE OF NYLON,POLYESTER,PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB.AJN.IN.AND I �� 'SEE TEMPORARY SEDIMENT TRAP TABLE :• O
TEMPORARY DIVERSION AMINIMUM OF 85%FILTERING EFFICIENCY.FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS. + �QUF LSS;G/q
5.IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB.A_IN.N.OR GREATER, AND THE POST SPACING(S)DOES NOT EXCEED 6,WOVEN 2:1 SIDE SLOPE MAX. L CLASS 1 ra J E Z L r•�
NOT TO SCALE WIRE FENCING IS NOT REQUIRED.OTHERWISE,WOVEN WIRE FENCING IS REQUIRED,AND POST SPACING SHALL NOT EXCEED 8'. I - j •
6.THE SLICING METHOD FOR INSTALLING THE FENCE IS ACCEPTABLE. FILTER FABRIC RIP-RAP 8948
T AT LEAST ONCE A MONTH AND AFTER EACH MAJOR STORM EVENT,THE CONTRACTOR IS TO INSPECT THE SILT FENCES. ANY WASHOUTS d50=9'-14"
ARE TO BE CORREGTED AND WHEN SOIL ACCUMMUUTION REACHES ONE OF THE WEIGHT,THE COLLECTED MATERIALS ARE TO BE . \ reE"F"°�'"'E'E°" """L","e'Ei R1'C�'F i V F '��0 �.,�G IN E�Q•��GrQ
REMOVED. ` WASHED STONE
CLEAN % r
RIP-RAP STONE CLASS 1 • '%
TEMPORARY SILT FENCE STONE OUTLET 1 FT DEPTH " • R:���•'
SECTION W/WEIR I
NOT TO SCALE gyst�� �`���'dz
C3
shall not rep m
whole or in part without wn"ttnn permission ECES PROJECT N0. 0826
of East Coast E do Su veying,P.C.
A
'

3 .
�2 17
�\ I
S.R. 1316
SPECIAL NOTE: wN ado
No stormwater collection devises such as curb and gutter, catch basins, ` 2d 17
culverts, etc. shall be used for this project. The conveyance of all 4- nroar v. oenroor sh°"
stormwater runoff shall be by uniform surface sheet flow in the directions _ M a 1LE PROTECT
cH SITE
that are shown on this plan. An use of stormwater collection devises may
P Y I
void approval obtained by the North Carolina Department of Environmental INITIAL MARL
Management under the Density Limits submittal option of the NC Coastal FUTURE PAVEMENT L Z2
vs
Stormwater Regulations for which this plan has been prepared. Any N•C Grid 1
violation of the required non-use of stormwater collection devises could TYPICAL ROADWAY SECTION G =
In¢ require redesign of the project and subsequent submittal to the DEM under NTS '=
39.ii w the Engineered Solution submittal option.
II InIN SR 1163 179
w N-
z z�ll ¢I �0 .".'... _ ISLE
w v1-iU 3INN OCEAN
a0 0 179 0 BEACH � �4
�I a I n Q"
V 1 VICINITY MAPScale: I Inch 1-1/2 Mile
-_______ ______________________________-
=___s- --==�____--- --------_-=-= - __ __ -- -- "=-----------------=S-JO-g0. -33B'- 4Z"_E_326. 17` _ ��STORMWATER PROJECT LIMITS
' I1 31nv. _/ 1 nv. 23 -__________ -- - - ____-----------�------------46- _���c--- -___ �_�_-�__�- __ --��a-=s=�'-- •:� �.
18.gg -t jl___ _______________________________________ _ ' = --�=_- ------ ----- 6-- -- ---------- --_________________-__________--__--- ---__ ___-_==-=-==-=- ------- --__-____- =-=—
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-- ---- y
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It � 1 , - ------ ------- -__-- -----`� -------- __________--- - - - ---- _____ __------- - - - -- ----- -- --- --- - -
--- -------- _ __ -- --------------- -------------------ems ----------- 4g-====__-- ------- -- - -------------______--- - ---_------- ------ -= _______------_--- - ----- ---
1 I I ,POWER' 1 ' =1\ II R: WDISK A7--- /-' , ------- --- - _____-;
\ _____________________________________________________ II
11 I I Q I I II 1 I I E .' / / / \
I I I I III \ axisrING .' PROPOSED 12' SOIL SERVICE ROAD
I It 1 ' no HBASIN ' 01 ____________________________________________� ♦♦ r r r 11 \ I'll I II ' w
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CORRU ' r 1 , / r I I ' I'll [I 1 �,
PLASTIC PIPED I r' p45" ' I PROPOSED
♦`i�0. \ I '- _11' / 11. 1 .} I / / 1 11'11 11 11 O
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1 `, , ; I m K I�'. 4zs _�, I, FUTURE - � ��a �
BUILDING PROPO��D CHURCH FUTURE BUILDING EXPANSION - 1 Y 0'l III
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166.61' ,
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\ I )t I / ' L 1 I - \ 1111 111 O
(n 'P N r 10' 100' / . II 11 0 ,^ W
1 V) `2S• ' I---� 4' SIDEWALK FUTURE 47 SIDEWALK _` , I / ♦♦ I1ill 1,111 ch SU
r 4' DEWALK I I r III Ij11
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AS I E N �r-f OI ' / r ' � v III IID�
Note: EI�A'o are ass —� a— _ —_ R J°, / 1 , / / ' i ' III[I 114� 1;III Top of f6.17 OTed r ' _ — — 4' LANDSCAPED MEDIAN _ /
R/W Disk �,1 H 0 4' LANDSCAPED MEDIAN/ T —j - T `I' / I / /' r ' ' q h� 1 u/�n
1 1 I I U ,a; r r'1 I I / /
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R=5 r , / / 'I'11 111 I_ •
oI~��I I �k' � I i ;•' r�l Q\ /' � r� T1P. � R=4.5'
j I rn 1 w 1 1 ; 1 \ , ,' TRAFFIC DIRECTION
o hh�ii 11 1 1�1 I / r < I (TYP-) hh� ��Iu
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1 \ ' tom- ` I : 1 R=4.5' I I / 111I I II�
I 11 \ I POWER I ',
1 I II I . � FUTURE PARKING LOT
I 1 11 POLE 1 ` C-�
II ,-- _ _ INITIAL PARKING LOT ___ ______ ___
r I
Iii
to
v 4 II / ' � �-� ---___4&- -_____- v r rr rr I/ I PROPOSED i�� 1 �i co
TEL.� -- _ _ R=5 _ -- ------- R=4.5. STORAGE a1I N
P �\ I — --¢a- - -- -- SHED , O
- - - _ _ --------- _ --------- -
\ I ED. POWER LINES R=4.5' I I I I I I I i r r 1 1 6 114 1 11I
�I 311 10 I I 141 a ' I Ili W
`♦ II �I I I v ^ _ I I I / / v PRPICN CED 14 I u(J z C.)'? na- =
i
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-- '' -'
IIH FIRE I IP ---------- --- / POW:�R —r - _ -- - ---- - -. /
\
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I a No ----------------------- - -70RMWATER PROJECT LPMITS -----
---------------------- ---------- -- - ----------
- — 1 -- - — cn
' - -- .UPI :-- r ♦ `----- --- 1 I\
__ ------ -------- —II �I it
IL fll �
� --- . . . \ POWER �' P 11 it I X
_ 3 POLE OWER LINES I'1 III 0
w _ _- III II I Z m
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I U
COMPLIANCE WITH STORMWATER RULES LEGEND: E
OIn accordance with Title 15 NCAC 2H.1003(a)(2), the following DEED RESTRICTIONS = STORMWA7ER FLOW DIRECTION co
AND PROTEC7TVE COVENANTS shall be recorded in the Brunswick County Registry for this
1, project as required following project approval by the North Carolina Department of ------- = EXISTING CONTOURS x
Environment. Health and Natural Resources - Division of Environmental Management. Said
Deed Restrictions and Protective Covenants shall apply to the project shown on these plans
and known as the St. Luke Lutheran Church located in Brunswick County, North Carolina:
"No more than 71.271 square feet f1.64 acres) of the total project area shall be covered by
structures and/or paved surfaces, including walkways or patios of brick, stone, state, or
similar materials. This covenant is intended to insure continued compliance with stormwater
runoff rules adopted by the State of North Carolina and therefore benefits may be enforced by
the State of North Carolina. This covenant is to run with the land and shalt be binding on all u u ,
parties and all persons claiming under them_" BUILT-UPON AREAS ILIf\Ul\Jl �U(
BASE MAP NOTES:
The above DEED RESTRICTIONS AND PRO7EC77VE COVENANTS are included within a INITIAL BUILDING . . . . . . . . . . 976 SF JUN 0 1
1) Boundary information, topographic information, existing catch basin and culvert Division of Environmental Management document which has been signed by an authorized SHELTER/SHED . . . . . . . . . . . . 1 CL4 SF 1"4
information and existing utility information as shown on these plans were provided by the officer of St. Luke Lutheran Church and certified by an appropriate Notary of the State of North FUTURE b U I L D I N G S . . . . . . . . 7 b 6 O SF
Client through Norris & Ward Land Surveyors, P.A. as taken from a ma tilted Carolina. Executed originals of this document are included within the submittal package to INITIAL PARKING LOT/ROADWAYS . . . . 370E,4 SF D E M
'Topographic Survey for St. Luke Lutheran Church", dated May 4, 1994. p the North Carolina Department of Environment, Health and Natural Resources - Division of FUTURE PARKING LOT/ OADWAYS . 1 30 6 SF O] 401a02
Imp eY y Environmental Management for compliance to the North Carolina Stormwater Regulations. SERVICE ROAD . . . . . . . . l n-9 SF
2) Initial building information provided by Client as taken from plans prepared by EFS p g SIDEWALKS� IJ IJ I AL ) _ . . . . . . . . 1 SF
Consultants, E.F. Schaack, P.E. tilted "St. Luke Lutheran Church", dated April 26, 1994. SIDEWALKS �FIJTURE) F.36 SF
All future building information provided by the Client. V�.
TOTAL 712''- SF O =
0 15 30 60 120 m u
I � Q
3) Site plan by Houston and Associates, P.A. v f
TRACT AREA = 6.03 A,- i
TOTAL BUILT-UPON AREA = -1271 SF = 1 .64 AC. 0, z 0
% BUILT-UPON AREA TO TRACT AREA = 27.20% SCALE: 111=30' 0
0 D
t N r m
n m v
0
Y Y 3 V
V) v> C3 o u
S
a r 94- 1014
- - - - - --- - - - - -- - - -
{

-
3
�? 17
A
�v
S.R. 1316 `
SPECIAL NOTE: n �L0
No stormwater collection devises such as curb-and-gutter, catch basins, E 24
stormwater runoff shall beculverts, etc. shall be sed for by uniforms surface sheet hflowo in the directions ance of . ` gF00T` 41 PEq FOOT "i r li 5 5 ip'i.4p'.`♦ •` _ MyR�N 17 PROJECT. Sao\\ot j
that are shown on this plan. An use of stormwater collection devises may
a� ve
void approval obtained by the North Carolina Department of Environmental INITIAL MARL ._2d z�
Management under the Density Limits submittal option of the NC Coastal FUTURE PAVEMENT >I N
Stormwater Regulations for which this plan has been prepared. Any N D• Orid E s p 179
violation of the required non-use of stormwater collection devises could TYPICAL ROADWAY SECTION o =
rnv. require redesign of the project and subsequent submittal to the DEM under NTS
39,60
Ill 3 the Engineered Solution submittal option. 1-� 63
r II w N rc - SR 17
i z
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'i ��II 3� N� 0 79 0 BEACH � nwgFa
LJ 1l- Scale: 1 Inch = 1-1/2 Mlle
VICINITY MAP ;
s= -�:= '-___--_- _==______________________ ____ __ __ _ -=_------ ---- -- -S_.Q 0- 3__2'_4611-E_2617' STORMWATER PROJECT LIMITS
2
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irl 1 1 ,I I_I Vote: Elevations ' i,l ' C� N —?, G� R\ // 1 ,' 7 ` II h� I�ul�+
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44
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{ W Z�III _ �0_______________--- --_--_!c -----�•�7 �-��----- �y-- _
3 -------- ------- RMWATER PROJECT ITS sg-- -- --- _ - - _ '
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_ ------ _
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I
COMPLIANCE WITH STORMWATER RULES c
LEGEND:
I In accordance with 1Ytle 15 NCAC 2H.1003(a)(2), the following DEED RESTRICTIONS <--- = STORMWATER FLOW DIRECTION
AND PROTEC7TVE COVENANT'S shall be recorded in the Brunswick County Registry for this CO
fi project as required following project approval by the North Carolina Department of ------- = EXISTING CONTOURS
Environment. Health and Natural Resources - Division of Environmental Management. Said ,r
i Deed Restrictions and Protective Covenants shall apply to the project shown on these plans f '?._ /P
t 2.6
and known as the St. Luke Lutheran Church located in Brunswick County, North Carolina: Sto/my rl.G I i 0,6w,8 a f0"2'
"No more than 71.271 square feet (1.64 acres) of the total project area shall be covered by l rj r
structures and/or paved surfaces• including walkways or patios of brick, stone, slate. or
stmtlar materials. This covenant is intended to Unsure continued compliance with stormwater
runoff rules adopted W the State of North Carolina and therefore benefits may be enforced by
the State of North Carolina_ This covenant is to run with the land and shall be binding on all i�� ) ' � W
parties and all persons claiming under them." BUILT—UP-ON AREAS
BASE MAP NOTES:
The above DEED RESPRICTTONS AND PR0TEC7nT COVENANTS are included within a INITIAL BUILDING . . . . . . . . . . 397E SF JUN 0 1 1994
1) Boundary information, topographic information, existing catch basin and culvert Division of Environmental Management document which has been signed by an authorized SHELTER 'SHED . . . . . . . . . . . . 1C_4 SF
information and existing utility Information as shown on these plans were provided by the officer of St. Luke Lutheran Church and certilled by an appropriate Notary of the State of North FUTURE BUILDINGS 78E C S F D E M
Client through Norris & Ward Land Surveyors, P.A as taken from a map tilted Carolina. Executed originals of this document are included within the submittal package to N T AL PARKING LOT/ROADWAYS . 37GE4 SF Octu 42
'Topographic Survey for St. Luke Lutheran Church", dated May 4, 1994. the North Carolina Department of Environment. Health and Natural Resources - Division of FUTURE PARKING LOT/ROADWAYS 1 3C56 SF J
Environmental Management for compliance to the North Carolina Stonnwater Regulations. SERVICE ROAD . . . . . . . 464E SF
2) Initial building information provided by Client as taken from plans prepared by EFS SIDEWALKS INITIAL ) . . . . . . . . 1C 6 SF
Consultants, E.F. Schaack• P.E. tilted "St. Luke Lutheran Church", dated April 26. 1994. SIDEWALKS FUTURE) E E S F
Y�tl
All future building information provided by the Client. TOTAL 71 271 SF o is 30 60 120 C m _J
� a
3) Site plan by Houston and Associates, P.A. TRACT AREA = 6.03 AC. I �
TOTAL BUILT-UPON AREA = 71271 SF = 1 .64 AC. m z o
BUILT-UPON AREA TO TRACT AREA = 27.20% SCALE: 1 "=30' o \
M � T
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94- 1014
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