SW8061006_APPROVED PLANS_20070101 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Oro I OOko
DOC TYPE
❑ CURRENT PERMIT
© APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
z o 0)l U 10 1
YYYYMMDD

gT�q/v WILDWOOD
Rq/LROq D
SITEim�
N.C.S.R. 1147
N.C. HY. 24 (McCABE ROAD)
S.R. 1268 S.R. 1297
VICINITY S
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A
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McCabe Road
Town of Morehead City,
CHURCH
North Carolina
SHEET NDEX
P-P�
NUMBER
TITLE
, r(o
1.
C 0 VE SHEET
N°RiH OA EMWANEN�EC
R Q�At1TY
2.
SURVEY PLAN
o'�'S'° 6(0l0
3.
SITE PLAN
4.
STORVWATER PLAN
5.
EROS.ON AND SEDIMENT CONTROL PLAN
6.
EROS'ON AND SEDIMENT CONTROL U
7.
GENERAL DETAILS
0006p0�
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REVIS/ONS-
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DATE: AUG 2006
SCALE 1 "-30'
DESIGN: SHS
CAOD: SHS
REV/EWED BY- MLS
PRO✓ECT.• 2006-004
COVER SHEET
of 07

50
// EXISTING SHELTER
- - - B E.I.P. IN BRANCH • 18.1 SHELTERS SOUTHWEST CORNER
CORNER ENCROACHES OVER LINE
c 6 ,1 .3 NSF- BURNICE
C 36 • 18.6 • 19 7 1.96' NOT INCLUDING EAVES s 84°34'38'E A. MANN
c 5 - PROPERTY 3
C 34 � 18.4 7 PIN# �
C/L CREEK IS PROPERTY �� ��Z�' 7406a,8 6346.08-88-2636
LINE .7 ' FLOW FLOW
C 33 61 00 18.5 C NTERLINE OF •18.5 ,4 2 '
C 32 ^ WOOD STORAGE BUILD, G DITCH
'"> • 18.8 0 • 19.2 m I
^ ^ •191 m 18.
MAGNETIC NORTH (M.B, 9, F 7 17
185
01 8.8 E.I.P. 19 I
0 19 19.0 •18.7 •18.6 /9 184
0 50 100 150 200 W 1. .5 .8
•19.3 •19.3 19.1 9 1 3 '
N F N �N f�.� W OD ORAGE BUILD. LO I
BERNICE A. MANN ""� z. �-L-1S 37'3z•E �' 7 ��so PO EERI POLE ,g
GRAPHIC SCALE - FEET PROPERTY Z B 17.3 •183 -187-- �73,08'- ,19.4 19.0 18.8 NAIL 1SET .00' ATE 7
PIN# 6346.08-87-2766 I
C/L CREEI
COURSE
I
2 r
3 r
4 r
5 r
6 r
7 r
8 r
9 r
10 r
11 r
12 r
13 r
14 r
15 r
16 r
17 r
18 r
19 f
20 f
21 f
22 r
23 f
24 f
25 r
26 r
27 r
28 r
29 r
30 f
31 f
32 f
33 f
34 1
35 1
36 1
37 1
EL
�gend
E.C.M.
E.I.R.
E.P,K.N,
E,RR.S.
E.A.
S.I.P.
S.C.M.
SAKA,
k/ W
M.B.S.L.
SQ. FT.
M.B.
D.B.
A.E.C.
PER .V.D 8
/ v2 %A�V2AND STDR E� SHELTDR -19
3
3 C �0 13 .9 i9
�O ^ '� • 19.5 I OD / 3
•19.1 •1 g ❑
C 24 C 5 � �l o � •19.9 •19.6 •19.1 19
^ �W OD1JT,fRAGE BUILD. I.
RESER LIFE ESTATE AREA I 19 0 9 1
n
N PER GREEMENT I 11s 7 � I
u •18.4 1,153 ACRES -19.2
to
COURSES FROM POINT '8 I pa
WOOD STORA E BU D. •20.4
"A" TO "B" CORNERS NOT SET C 22 .1 .4 NGLE TORY $ A FF WELLING I
BEARING DISTANCE IN BRANCH DUE TO O BLOCK FOf ATION 19.8 V
WATER AND EROSIO > jo
0 19.5 19 3 ,g'1 9 1 / I47°47'25"W 51.46' '6 0 19.LJ
I •19.1 19.8
34'09'48"E 44.10' C 19 1 16 I •19.4 ^
47'10'03"E 11.82' C 18 0 1 I al
18'26'23"E 14.21' 18.1LU
25'47'05"E 26.30' C 17 15 9 I •19.5 •19.9 15' C.M.P. o I
I 43'05'29"E 27.17' C 16 $8. 1- 8 1 19 g • 19.6 INVERT 17.4' w I
1 22'33'43"E 23.96' INVERT2. 1 'pi •19.4 9 F 194 INVERITY17,3IPE �92gh
1 1 6°20'43"E 1 7.78' C 15 4.96 �� 19.2EXISTING DITCH 19 3 ~ FLOW 9 4 C/L GRAVEL DR,
29°22'25"E 31.67 ° VE t7 •18. 19.6.9 .19.3 C GRAVEL D 7 I.P. r 19�J
1 08° 12'03"E 19.30 [� I
1 19'29'43"W 15.61' 1s.4 19.6
19.5
05'20'22"E 16.36' ° p PIPE
INVERTY17,3'
O'oak• 24' eca ee•2 .1 I
129'30'54"E 28.37' Cj 6"pear• .9 19.6.6"map
129'42'45"E 25.10' ' 1 s.z 2p
•.� 0.0 °` 1 I 20 0
1 32°31'34"E 16.61' C 12 6"pear• 30"ook•20.6 N t�I�J,B TRACT ❑NE19.5 •19.8 19.7 •4,19,SN/F ALVIN E. MABE PROP, I I
45'43 41 E 20.03
11,92 ACRES q TRACT TWO
112'55'26"E 13.42' O o 13
C 11 �L '� REFS MAP BOOK 29, PAGE 427 U BRANDYWINE
170'23'07"E 12.42' o
BY COORDINATE COMPUTATION PIN# 6346,08-97-0780
143°58'41"E 13.98' C 10 t7,6 REF: MAP BOOK 29, PAGE 427 �I�T z GOLF & COUNTRY
1 116'55'27"E 29.8' ° •19.3 F
7lo ' CLUB`
PIN# 6346,08-87-3227
I 29'58'39"W 13.18' C/L CREEK IS PROPERTY E.I.
o S 82`50'S7•E_�Irn
106'55'02"E 45.50' LINE 36 dk•20.7 •19.7 •19.8 •19.9 76,53:19.7E I P - � - _ 206,53' I '
156'41'40"E 15.41' OD cb 19.3 _ 1
1 16'44'06"E 9.90' u 20 •19.8 .19 h 130.00'
1 35'09'41 "W 7.33' n , 1 g 8 Ne 20 "cedar tre 19.9 S 09°54'41'W
J 36 09 33 E 35.39 1 .9
J 09°41'25"W 15.30'
J 12'22'21 "E 31 .18' • 19.5
J 13'25'45"W 33.90' o� • 18
1 18'11'52"W 18.92' 4 iD
1 23'45'51 "E 24.90' 1 .9 1s.7 19 9
1 08°35'09"W 23.31' 19.7
1 29° 16'59"E 27.93' c 1 '3 _� • 19.6 •19.7
J 67'46'13"E 12.61' QD
J 21'02'57"E 12.38'
J 23'33'28"E 10.00' •19.6
❑AD SPIKE
MONUMENT
NG SETBACK LINE
'.ONMENTAL CONCERN
2
c 18.8
/ EK IS PROPERTY • 19•9 •19.8
LINE • 19.3
� •19.6
c • 19.8
I
• 19.3 • 19.2
•19.6 •19.7
•19.9
/ 161,25•
N 80 ° .P. • 1
/ °49'4p.W / FLOW C/L DITCH AND
441,37' WOODS IN ARE
1 SAM
EXISTINGNDIOF
TCH / ROX,
/ N 80°37'54"W
T❑LS❑N DIVISION
/ REF+ SPECIAL PROCEEDING DOCKET
DOCKET #6%60 QRIJ;& AYD DECREE' / AL /
/
1 33,38'
STAND OF 119 7 A9.4 d I
PINES 1 •19.7 I
19.4 1 CD LO I I
199� 1 � pN/F ALBERT N. McELMON PROP S 08°21'01'W
TRACT THREE I 51,98'
� 5'00' I� F; MAP BOOK 29, PAGE 42
= E,I,P E.C.M. ma .tr 30'•
v 9762 9 PAIN# 6346,08-97-1526 I
d 19.5 N 79°10 E.I.P. I I
2g W I S 06°11'21'W
£ 51.61'
I I
o N
c9 tTl
• 19.9 r . @4 0 ¢ I
Z£ro
�I I I S 04°18'43'W
_ _ I I 38.58'
139,63' -- --_ _I
Tn �- M
N 82°58'23'W 7
C/L
9.8 O 9 .8 I R/ W
v R/W i
3
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E E JEH❑VAH'S
& CAROLINA
y/Gy
KAY >0 RAILROAD
SITEJ-
N.C.S.R. 1 147
N.C. HY. 24 (McCABE ROAD)
S.R. 1268 S.R. 1297
VICINITY SKETCH
SURVEYORS CERTIFICATION
STATE OF NORTH CAROLINA. CARTERET COUNTY
IKEITH A. BUCK, CERTIFY THAT THIS PLAT WAS DRAWN (BY ME) (UMBER -MN'
-5UPERNS16th) FROM AN ACTUAL SURVEY (BY -ME} (MADE UNDER MY SUPERVISION) (DEED
DESCRIPTION RECORDED IN BOOKSEE PAGEREF) (OTHER); THAT THE RATIO
OF PRECISION AS CALCULATED BY LATITUDES AND DEPARTURES IS 1:10 Q +
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN ULaIiS 516�OM
INFORMATION FOUND IN BOOKSEE, PAGE REF;
. WITNESS MY .9 UIjQJ -'
REGISTRATION NUMBER AND SEAL THIS6 DAY OFAUGUST, A.D.P) ' QPQ�"'RI i
OFESSI SU OR
O E NUMBEF
i' S�Rv�:oO: 5Q�• ;
SURVEYORS CERTIFICATIbbN,e 0l""%2
I, KEITH A. BUCK REGISTERED LAND SURVEYOR NO. L-318,3CERTIFY TO
ONE OR MORE OF THE FOLLOWING AS INDICATED THUS, OR 0 Ell,
❑ A. THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES
PARCELS OF LAND;
❑ B. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUCH PORTION OF A COUNTY OR
MUNICIPALITY THAT IS UNREGULATED AS TO AN ORDINANCE THAT REGULATES PARCELS
�,/ OF LAND;
6G C.THAT THIS PLAT IS OF A SURVEY OF AN EXISTING PARCEL OR PARCELS OF LAND;
❑ D.THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION
EXISTING PARCELS, A COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE DEFINITION
OF SUBDIVISION;
❑ E.THAT THE INFORMATION AVAILABLE TO THIS SURVEYOR IS SUCH THAT I AM UNABLE
TO MAKE A DETERMINATION TO THE BEST OF MY PROFESSIONAL ABILITY AS
TO PROVISIONS CONTAINED IN (A) THROUGH (D) ABOVE.
PROFESSIONAL LAND SURVEYOR
I
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Review Officer's Certification
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STATE OF NORTH CAROLINA
CARTERET COUNTY
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I, REVIEW OFFICER OF CARTERET COUNTY,
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CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
C)MEETS
ALL STATUTORY REQUIREMENTS FOR RECORDING.
��
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REVIEW OFFICER DATE
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REl/lS/ONS•
rq 00 WITNESSES NO PLANNING BOARD ACTION REQUIRED.
PROPERTY
PLANNING DEPARTMENT DATE
TOPOGRAPHIC INFORMATION
ADDED TO THIS MAP SEPT. 12, 2005
NOTES ELEVATIONS BASED ON N.A.V.D. 1988 DATE.
1.) AREA IS 11.92 ACRES AUG 2006
2.) REFERENCE: MAP BOOK 29, PAGE 427. M C E LM O N PROPERTY
SCALE.•
DEED BOOK 259, PAGE 183 1"=50'
DEED BOOK 731, PAGE 156
DEED BOOK 864, PAGE 605 SURVEY FOR
3.) P.I.N.# 6346.08-87-3227 w
ALL SAINTS EPISCOPAL CHURCH DESIGN.- SHS
4.) THIS PLAT IS SUBJECT TO ALL EASEMENTS, RIGHTS I P.O. BOX 309, MOREHEAD CITY, NC 28557
CADD: SHS
CITY, STATE TOWNSHIP COUNTY
OF WAY AND AGREEMENTS OF RECORD PRIOR TO THE
DATE OF THIS PLAT. N/A MOREHEAD CARTERET REV/EWED BY.• MLS
5.) FLOOD ZONE "X" PER FIRM 3720634600J DRAWN BY DATE SCALE
K. A. BUCK AUGUST O5, 2004 1" = 50'
DATED 16 JULY 2004
SURVEYED BY R.B. HARRELL DATE SURVEYED SHEET PROJECT 2006-004
JC JOHNSON MARCH 29, 200 1 OF 1
FIELD BOOK PAGE(S) PROJECT NUMBER
S/E 20 / N/E 20 8 - 15 / 13 940069RM SURVEY PLAN
501 W.B. MCLFAN BLVD. CAPE CARTERET
of n g, 2 584 P.A.
393-2129 INOV O ` •�h'EET L 0l� 07
tT& p (k/e'G'

MAC
// B // I E.I.P, IN BRANCH
C 37 4 41, 5;, 1 qti
r >
5 \ \ ! l
C; \
C 34 -✓ ; '�
IS PROPERTY
i
'REEK
0
30 60 90 1203
GRAPHIC SCALE - FEET
Legend
E.I.P.
EXISTING IR❑N PIPE
E.C.M.
EXISTING CONCRETE
MONUMENT
E.I.R.
EXISTING
IRON REBAR
E.P.K.N.
EXISTING P,K, NAIL
E,RR.S.
EXISTING RAILROAD SPIKE
E.A.
EXISTING AXLE
c�
S.I.P.
SET IR❑N PIPE
o
S.CV.
SET CONCRETE
MONUMENT
i
w
S.P.K.N.
SET P,K,
NAIL
p
1
CENTERLINE
err
R/W
RIGHTRADIUOF WAY
V2. ^ ;•
M,B.S.L.
MIINIMUM BUILDING SETBACK LINE
SQ, FT.
SQUARE FEET
z co
M.B.
MAP BOOK
D.B.
DEED BOOK
A.E.C.
AREA OF ENVIR❑NMENTAL CONCERN/
20
PROPOSED CONTOUR
2
--19 ---
EXISTING CONTOUR
- -
SET BACK
C
20.6
PROPOSED SPOT SHOT
f�
C f
m
U
C z2`
CORNERS NOT S10 ET cut
BRANCH DUE❑
WATER AND ES D N-\ 4)
+ 18.6
CK
0)
3
CORNER ENCROACHES OVER LINE P R❑ P C R T Y
1,96 NOT INCLUDING EAVES �� U
PIN# 6346�08-88-2636 F-
19.7 S 84°34'38"E 740,��'8 18 5 EX SPOT SHOTS 5 - � �1� 2
w
8.5
;' 1
BUILD. 18.8 16
WOOD STORAGE 8.8 18.s 19.1
�- 19
'\ 01
=' 1 k.5
6. RAGE\ BUILD.
co OD f O
co
18.
17.3/ ,18.3 18.7
%2(,ND ST
9'1
273,08'
+ 19.3
SHELTOR G
\
�- g) /
BUILD,
,ta LIFE
EST
RV/AREA
R �AGREEM
ACRES J
-% 3
WOOD STORAGE BU�`�D NO WETL
TORY �F�A DWELLING
1�.4 \-----ANGLE � ❑34ATION
ON\\BLOCK Fes,,
_- 19.5�
EXISTING SHELTER
SHELTERS S❑UTHWEST CORNER
'Z + 19.3
+19.4
po
9 . ------ - � 19.9
cu
DRAINAGE AREA I f 3.6 ACI
j IMPERVIOUS AREAS 0.3 A
L
0.4
WITH LIMITS OF DID URBAN
�- D --
O ;/
�\ I � �?
. 19.5
------------- ] + 19.3_
- 3�fi--------- --- , t
,19.6�%8.9 +19.
r
N/E BURNICE A, MANN
+ 1 8. - I f1 1 INV OUT
Ln
F L 0 W F L U W 19' SID SET A4 cu 11 1
- ------
---------------------
----------+ 1 ! I ! ! V - - ---------- ---- --
1 .
- --------------------- --------- ------------_ 18 5
------------ --------- --- C
----------------
-------------- - --
187 --- E,1 P, ` f 119 3
FXT�ING DITCH 185 ,I + I 118.
12'-8" EXISTING GRAVEL DRIVE
18.6 79, „ I 1 2 36=18' w
�. 19 INV /N=1
� 19 + 18.6 � / I � 'p
- ----20 h 1 1 w O, /1
1 �' �yrmyMlANmNr 11YV10r f ^ I r
20.7 T) / 110.2 � � � RS w
20.5 nmrmnrw.rnmu.r+l�^rtxtitimhm 21.3
wr°r .�r n, rim r. w^„^" 20.7 i h 12 0
OF pRpIN 0 - ►� >20 /; PO P E 1, ! 1I9.
11 0 1
20.g 19 +20.7 VO R D.I.,GRATE=20. 0 I f ,M, CD
HP goo' INV,OVT=?9.7T2----�a ! S T AT E I I I I
20..9 ----- 'f570 6"/NVIN-194 ,, z NAIL, / 7 �0
o 1. x 18.8 0 0) 0 /
2 INV. OUT==19.9 67 -6- INV.1N=19.3 J I
(SEED r 7 o z PER
►\1 V:D.;�98
Lo
to
9
Q
20.9 /NV.OUT=19. 217.4 - --_ 1r,�
20.9 0
-+-z
I "'
9 1 / r
ROOF OVERHANG INV UT=19.9 4 C I- Y L� I. I O
20. I „o,a„uuuu......,,,
20fi6 SLAB ON-GRADER�B 1 �ooro�';=. 20 Jl - o m i ; „mmro,m,,..,,a
I 1% MIN) I ! I� ' I I ;yam. e�c�`:
+ 19.1 CHURCH I cAr R( w QY Ve
NOTE 17) �-- 75.9 9 20.9+ : INV.O T 18. B g I) ; 1� •7 11144 a co `T. � _
RVIOUS AREA =1.1 ACRES FF=21.06 I INV J� 6� I 1 ! I 6 z=_ -_
lld7y ! 1 �Y1 Uecl w o -
I F--{ % `c
>0, 908 50 FT 19.2 I oz I ; ; ;
AGE AREA = 1, 5 ACRES i _ 20.85 : w°'aa,a,
Q
I em
1 /NV.OUT=20.3
0. + 20. ` Q O I ! auwu'uuuu
-20.9 h V Q Q
nn�� INV. OUT=19.9 2'�cNeo 1�ie� -- - - - - - - - - ----J �'^ \ `� �W ^ e f 19.8 _ ••••• ~ �� �_
4 66 OUT A//N 1.5 Bl7WEEN IK4 SEWFR <x W Q _ °� $ _
EE U /lY PLAN FOR /NV 3 TSCH40®2$ 1 ' V �� z ° 49•°� F
I
9.1 el 4
FOR CONTINUA 19 .
+ 00 CH 40® L/TY PLAN) •, �15 �S` `^. Q (T C A I , �I INV 001 2
zVUH BA IN,GR TE-�0. II �I
l .OUT= .38 3jiMA
17.98 R37.0 �Op 3 =18. B W W
\ ® h TO BE REPL4 4 -
INV.. 17.98 20 8
20.7 y� -� 0 12.5 NV./N= 9.65 ti " VINY PIP ! o
l•..1N=19.6 ,• •' � T.S R(2TYP �, �
7,3 � 2919
20.620. _ INVERT �7 4
+ 1 9.9 `'''`:':'::: TO BE REMOVED ry ASPHALT PgVEMENT - N 9' Q 917
LAYBACK DITCH-10' IOTyy 10 .'.. 4 4YOODEN ?>: : >;'';j > �i R. v U
CL+SV 17.1 19.4 Rq °,VEV�E 4 121. 2 ! !! I
COYC CRADLE S MAT 18 GRADLf OF EA,I
DTL SHT 4❑P08 CL SWALE=17.3 MAINTAIN FLOW D/R T/ON STOP SIGN rn_ I' MAINTAIN FLOW Q J + Z
----- - --- 19.4 7 = I P: 1 ' SID L'K-� /N -1 O z
_ _ -- --__ -6 �A
---_ v c�
-15" HOPE®0.3/0 �pj3---==�7�. �7Tr - -__ -----------N = a T
GRAVEL D '! 250 2) ui
9.2
RACT ONE19.5
�T 1 92 ACRES RATION
1. THE PLAN /S FOR CONSTRUCT/ON OF A SLAB ON -GRADE CHURCH FAC//L/TY CONSTRUCTION /N THE V/C/N/TY OF THESE UTILITIES TN/S PLAN DOES NOT ------------------ i F/ R /N R D I N A T F- M P U
IN THE TOWN OF MOREHLAO CITY, CAR7ERET COUNTY, NC. REPRESENT THAT ALL EX/STING UT/L/TIES ARE SHOWN OR THAT THOSE (SEE DETAIL s PAGE 427
2. THE TOPOGRAPHY SHOWN HEREON /S 845E0 ON A FIELD RUN SURVEY SHOWN ARE CORRECTLY LOC47FD IT /S THE CONTRFCTORS RESPONS19IL1TY REF MAP BOA - 8 7 - 3 2 2 7
PERFORMED BY PRESTIGE LAND SURVEYING, IN MARCH OF 2004. TO CONTACT EACH UTILITY COMPANY. DIG TEST PITS, AND TAKE WHATEVER STEPS 6346
0 8
3. THE TOPO AND BOUNDARY INFORMATION SHOWN HEREON ARE BASED ON NECESSARY TO ACCUiPTEL Y LOCATE AND PROTECT ALL EX/ST/NG UTILITIES PIN #
+ 19.3
'/76'
i -------- � 6 `� , __ -- F}, (J�' i (±- 10 UT=15..9
----+----- - - 2 :8 .
i f�F
C 17 f �D i �`�B.Q_----------19 ,-el �
DITCH /NV
' 14' pir'•d. 19.4----19.2 EXISTING + 1
C 16 -
INVER1f2,47 c� 0 WETLA�1DS4TIIN LIMITS OF DISTURBANCE
C 15
,g + 4 + 19.5
N VER 170bereoygr / all saints 2006-004 Proposed Conditions for volume "61 e e 4
V i ;' Carteret County,2Vr�l)rCQ'gbli ,5 1
7& Oak y ;
it 1 `.� 9��e Fable
i ear+ 4.9
14. ALL EXISTING UNDERGROUND UTILITIES SHALL BE Pllr% LLY LOC4TED 1+g1'� .8
GENERAL AND CONSTRUCTION NOTES BY THE CONTRACTOR OR HIS AGENT PRIOR To THE 6EGINNING OF
11
•m
A SURVEY PERFORMED BY PRESTIGE LAND SURVEYING.
NO CONSTRUCT/ON SHALL PROCEED UNTIL THE ACCUPATE LOCATIONS OF
UTILITIES HAVE BEEN MADE AND /T HAS BEEN DETERMINED BY THE
Culvert 2-1 oulfal/ Culvert
4 .
IT WILL BE THE RESPONS/B/CITY OF THE CONTRACTOR TO CONTACT THE
CONTRACTOR THAT CONSTRUCT/ON CAN BE ACCOMPLISHED /N ACCORDANCE
0..00.i 0.005
0 567 0.500
ENGINEER OF RECORD PRIOR TO CONSTRUCTION SHOULD ANY
WITH THESE PLANS WITHOUT U77LIIY CONFLICTS: IN THE EVENT THAT
OJ49 0196
CONFLICTS EXIST 1HE OWNER AND ENGINEER SHALL BE N077RZ-D IMMEDIATELY.
2.094 1.571
D/SCREPANC/ES BE FOUND /N THESE PLANS
15. ALL UTILITIES SHALL BE /N PLACE PR/OR TO PLACEMENT OF BASEMATER/qL.
p011 + 19.8 0125
OOII
5.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH STATE AND COUNTY
16. PR/ME COAT MUST BE APPLIED TO ROAD B45E AGGREGATE PR/OR TO ASPHALT.
J. 142 J..142
STANDARDS AND SPEClF 1C4TIONS
17. TOWN OF MOREHEAD C/TY REOU/REMENTS :
2.J78 2.J90
0.70.467
6ANY
PROPOSED SIGNS W/LL CONFORM TO COUNTY REGUL4T/ONS
LOT ZONED R-20, CHURCH FAC/CITY SPERM/SS/BCE USE
0.79999 0.467
7.
ALL SED/MENT AND EROSION CONTROL WILL BE BUILT AND MAINTAINED
SF BACKS AS SHOWN, JO' FRONT, /0S0E, 25RLAR
IN ACCORDANCE WITH COUNTY AND STATE STANDARDS
MAXIMUM HEIGHT(DOES NOT INCLUDE STEEPLE HEIGHT) = 50: ACTUAL 27'
THE DEVELOPER /S RESPONS/BCE FOR ANY DAMAGE TO EXIST/NG ROADS
,{LqX LOT COVERAGE = 4OX ACTUAL = 7JX.
AND UT/LIT/ES WHICH OCCUR AS A RESULT OF PRCUECT CONSTRUCT/ON
PARKING REOUIRED : 6 PER SEAT IN SANCTUARY, 240 SEATS, 40 SPACES REOD
pth Side Slope
WITHIN OR CON77G000S TO EX/SANG RICHT OF WAY.
PARK/NG PROVIDED.- 42 SPACES PROVIDES,2 AOA SPACES W/VAN ACCESS
2
9.
THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE RESIDENT
R 20 ADJACENT TO R20, NO BUFFER REQU/RED
ENGINEER PRIOR TO START/NG ANY CONS7RUC17ON WNH/N ANY NCDOT R-O-W.
LA0564PE 57R/P REOUTRED. /0' ALONG ROW AND 5' ALONG S/DE/REAR YARD
10.
EXISTING UT/LIT/ES SHOWN /N A GENERAL WAY ONLY. CONTRACTOR TO
LANDSCAPE S1R/P PRONGED.• AS REQUIRED
Mam1 §18rq
+ 1 `B.B1J
FIELD ZOC41T EACH FOR EXACT LOC417ON.
LANDSCAPE STRIP PROVIDED. AS REpU/RED
6.146
11.
CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT ALL EROSION AND
PARKING/PLANTING REOU/REMENT•
5.522
4.999
SED/MENT CONTROL STANDARDS ARE MET.
2 UNOERSTORY/12 SHRUBS PER 1007R-0-W, J66' R-O-W
4.08
4.238
12.
CONTRACTOR TO SEED OR MULCH ALL 0/STURBED AREAS
B UNDERSTORY/48 SHRUBS PROVIDED (SEE SHT 5)
1J.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATONS /N FIELD
INTERIOR PARKING 1 CANOPY/2 UNDERSTORY PER /2 PARK/NG SPACES
BEFORE START/NG CONSTRUCTON AND NOTFY THE ENGINEER OF 0/SCREPANC/E.
4 CANOPY TREES PROVIDED (SEE SHT 5)
S19.5
+ 19.6
,19.7
Sh'T 2 FOR F(z
j D.l., TOP=19.7 ° 15: 3CI.A RIPRAP I I ) U
INV. OUT==17.76 BE REMOVED (n U Q
INVIN=17.76 ------ ---2 O --- '�� (SEE DTL, syn) E M A B E PROP,
(SEE DTL, SHT 7) 56.0' , 20 . ° A L V I N v
",4+19.BN/F 7 13 U I BR Q)
264.9 z T R A 2 T T W❑
19.7 / F1 MCD
AP BOOK 29' P �80 42 I Z G❑ J 0
I Q
19.8 REFt
6346,08-97 0 I I
O I D
DRAINAGE AREA 4= 5-9 ACRES
IMPERVIOUS AREA = 0 ACRES I REV/SIONS.•
I
.o S 82°50'57"E - 206_53'
N „m „wrrniummrrmrn7.6 ,5 3
SD SETBACK 19.7E.I I.P. + 19.3 130.00' S
9
+ 19.8 �`/! I I I 3
19.9
/ 79 � � 20"cedar re I
O 19.7 319.4 �.
I CD
S I o
5 TAND OF I 08
I � S
PINES I 19 7 � !o DATE.
19.4 I� CD N/F ALBERT N. McELM[]N PR❑ la
51,98 AUG 2006
gRCFL T HRE
Ih SCALE.- "=30'
r I � TRACT 29, PAGE 42 i� I DESIGN.• SHS
+19.9 +19.9 d ;%' l FD MAP BC]GK _ 52
5,00' '�i�IN# 6346,08-97 1 I ! S ° CADD. SHS
r
Z E,I P E,C:M--97 mag_tref _- 0, I 06 1
62'
,� E.I.P.
� d N 7 9° 10' 2 8'1 W +i+wumr
d\ 19.5
--- -- - I
i'
' � d
+ 19.8 d CD
1 61' REVIEWED BY.• MLS
PROJECT.• 2006-004
SITE PLAN
I
0401
385 8/ SHEET 3 OF O 7

21
20
EX/STING GRADE
9151
19
Q z m m
W
2BY--P SS W Z 14 O m W
0 VFG RLTER
0 0
W�o= z
C4
O Z m v v
\�O41O
17
\
W (p N 3oVQ
�o � �mWWQ_(NWC-r
�o
16.2 00*00 00
SANG FILTER 84SIN
CROSS SECTION DETAIL
SCALE- 1 " = 20'(HORlZ)
21
20
85'
3.•1 TYP ALL SIDES
PERFORATED 6 FK IWO-1 2 OPEN/NOS 06"
SAND AND PVC WRAPPED /N FILTER FABRIC
SAND FILTER CHAMBER
YMENT CHAMBER
20-
SAND FIL TER
PLAN VIEW DETAIL
NOT TO SXE
19
1
n
O
0
00 /, ^ i
0
0 j 0
-1�
+ h
h
BY-PASS 22' 6" PVC
F OF SANG = 17.
BOTTOM =16.2 1-6
3'I TYP
+
_ ----- " 19 PER.ua
Rom
3.•> AL9A'
242
ETATAIE FILTER
-70'
L�
r5' HOPE
/MEND CHAMBER
14t
+
C +
N'
330
e� .10.
j---- (sEE
23 o.Lwj
Ori(fo11 CMIMl'
0.667
005
0
7
0.349
50,
1.094
0. /96
1.577
1
0167
0.017 *
0125
0.011
1.J79
3.141
0780
7.390
0799
0.467
0..467
O.it00
STORMWATER PROFILE
SCALES: HOR/Z 1 =30'
WERT 1 =1'
+ ay �0, h
/9
1
DRAINAGE AREA
/MPER!//OUS AREA = 0.3 ACR
r
12'--8" EXISTING GRAVEL DRIVE
20.5
+
0 g 20.7
+ 2HP� . +20.7 _ - ROOF GRAIN Oh
20.9 100' /NV"GRATE-?0.
2(.d�7 1N1!OUT= \ l
f 19.9 00 =6' 1NV1N=19.4
(SEE 6 /N!!/N=19.9 O J
/ 20.8
20.9
20. ROOF HANG
20.6• AVOOT==19.9�r 1 .4
1% MIN) SLAB ON -GRADE
/M RIB/OUS EE NOTE 17) + CHURCH
AREA =1. > ACRES Ff=21.069
AREA 10, 890 SQ 1 20.9+
= /.5 ACRES 1
20
p 7 20„i 1 /5' MIN.:,•"
2HP
+
�1 2 ..7
h +
O./.,G 7983
/NVO .
/NV . Alf `>7.98
6"
18.5
W y W W
187
►ll
+
+
79
2�
wa
+ -'-'
L4YR4CK DITCH-10' /D
+
------ CL+SIYALE=17.1
--=_ - -
.4V
NCE
D1 ° SHT �OLE\
<•`*'
` 5.
+
1N-J7.
- \ _=== _ _
• - =
9 / ' `';• 20.
/,-jx
CL p
20
N-
+
+
`v
0..1,TOP=19.7
1NV011T=-17.76
/NV/N=17.76 +
(SEE OTL, SHT 7j 56.0 2 (SEED .A RIPRAP
264.9'
' -- C
A11R4A7 FILTER FABRIC and BENTaKE LINER-IYP 807H CH40ERS +
FABRC WRAP EDGES 6-,MV SIDE SYOPES + +
LINER- ONF INCH THICK O
LINER- ALL 84Z AW RAL UNDER LINER MBE _ _ _ _ _ _ - _ - - - - -- _ U
CWPAC7ED M 95% DRAINAGE AREA �_ - - - - - - - - - - - _ - _ -
LIVER- PLRGE07ECNRECOMAIM470V ENSURE _ 59 ACRES -----------* ---------- - ----
BEMON/lE A//XTURE, RESUL IS /N LINER W/IH MDRAULk /MPE/�(//OUS J CONDUCWY NO GREATER n W 1x10-6 em/sec AREA = 0 ACRES INV. OUT=17 0 •' .... , � � � o z
206 24 ' 6 " PVC Iz z
INV. OUT= l7.8 : T
' ..'... w
Iu
+ + VEGETATIVE-�L TER ----- z
::E N
-----'j0 XI0' INV. IN= l8.0
BI3TTOM INV=17. 8' 9Y-1L1A55-22' 6 " PVC Q Q 0
NENT SEED INV. OUT=18. 2
PERIVA
J l MAX SIDE SL 01E RE!//SIONS.
O
10-25-06 ONER-OW RkSN
141 21 O 1 ¢ Z 11-25-06 12NER-M RkSN
O� W Q
/-- TOP OF BANK A
w
0 cu I 0.5'(TYID)
4VOF RAIN
- 15 HOPE 15"HOPE cu
97LF-15710PE00.3x W -
"P11C00.3%
-------- 115LF-8 � � o� ao
----------------
Nojo�
o WO DA AUG 2006
g g �2'3 W SCALE.1 =30Z EX18 .0 ITOM SWALE
\ o = \ 3000 PSI CONC NO DESIGN. SHS
a z a v2$200
a 3r: Q6 NO 5 REBAR 06" OC-ALL DIRECTIONS (� 1W
n CADD.• SHS
Qs
v h 3
END VIEW
17 FRONT VIEW
PROJECT BY MLS
h v PRO✓ECT 2006-004
STOR1VfWATER PLAN
04f00 05,100 06*00 CONCRETE CRADL E DETAIL
NOT TO SCALE ISHEET 4 OF O7
r

p SF
1/ 1, l/ E•I,P, IN BRANCI-
C 37
C 36 W y
y
C 34 W
W 5
�s
MAGNETIC NORTH
C 33
0 30 60 90 120 C 32
GRAPHIC SCALE - FEET 0
Le end
E,I•F. EXISTING IRON PIPE
E.C,M, EXISTING CONCRETE MONUMENT n
E,I.R, EXISTING IR❑N REBAR
E,P•K•N, EXISTING P.K. NAIL o
EXISTING RAILR❑AD SPIKE
E,RR•S,
E,A.
EXISTING AXLE
S.I,P•
SET IRON PIPE
S•C,M.
SET CONCRETE MONUMENT
S•P,K,N.
SET P•K, NAIL
CENTERLINE
R/W
WAY
RADIUS❑F
M,B.S,L,
MINIMUM BUILDING SETBACK LINE
SO. FT,
SQUARE FEET
M.B.
MAP BOOK
D.B.
DEED BOOK
A.E.C.
AREA OF ENVIRONMENTAL CONCERN
20-
PROPOSED CONTOUR
19 -
EX1STING CONTOUR
SET BACK
� � . . � � r • Ya a r�
I. W
°' 18.8 DISTURLED AREA=3.4 ACRES
9 L.OG 187 E,I,P,
-� / r. �✓ / / � fir, , �%
/
W
-will % II
� c r � • j
VMS
34,
ETL
i
i
� / I
1 I �_ ■■ ■ ■��,
r % /�"�.r��
AM
16, /'
1 OF DISTURBANS •
I► • ,
//, //-
-p ... for volume req 4
•North
•Hydmgmpb
m
cu
U
a17.3/+
Q7
or R ch
2-Yr 10-Yr
+
+
Identi i r
(cfs) (cfs)
C
'
N
I
(hr) (hr)
C 12
suL�A
Tract
s
�o
LlM/TS OF CLEARING AND GRADING 20.6
12>a36 12.1�49
c 11
I
REACH
E&S MEASURE DURING CONS RUCTION
0071L7
4.36
.49
C 10 a
culvert c /cu/oL'ons CuNerl 5-
Culvert
4-5
culvert 3 4
Calvert
3-2
Culvert 2-1 Outfo// Culvert
'
slope
0.003
0003
0003
0.003
0.003
0.005
d27mete
1.250
1.250
1250
1,250
0.667
0.500
oreo
1.227
1.227
1.227
1.227
O.J49
0.196
01
penmeter
3.927
3.927
39
3927
2094
1.571
}-,
.313 +
9.313
0. 3
Dili0..167
0.125
Ilk,
0,011
0.011
0. 11
0.011
0.011
+ 0.011
--
pi
3.142
3142
142
3142
3142
3.142
v (fps)
3403
3.400
.234
2.200
2.378
2.390
0 full (cfs)
4.177
7
4.177
4.177
0.780
0.467
0 2 yr 0 4.7 in/hr (cfs)4.J60 4.36
2�
4.000
4615
0..7,99
0.467
V+
TRAPEZOIDAL CHANNEL
Engh�h
TREE LEGEND
n
Trapezoidal
pezoidalo/ Channel
a
V
,58
Length
Discharge
4.6
Diameter
4
Monning"s r Slope
.032 .005
Control Depth
1.500
Side S
p
RE
N o
PRVb
PLANT TYPE
SYMBOL
-
Norma/ Depth
0.509
XSec Area
2.552
Cnt. Depth
0.326
XSec Area
1.516
Flow Type
subcrilica/
t
8
❑
R-O-W
UNDERSTORY TREE
�tobon
Depth
Energy
Area
!'e%cify
Top
Width
Mome
CRAPE MYRTLE
t58.000
0444622
1.500
1.4J4
1.503
1.437
10.500
9.849
0.438
0.467
10.000
9.736
+
R-O-W
�
Of3105
1.368
1.372
9.216
0.499
9.472
48
48
HRUB-EVERGREEN
4,ir'
OIL .79
1.302
1.307
8.599
0.535
9.208
EUONYMUS
'
O+0 . 10
0f0000Q
1.236
4216
1.241
1.221
W.001
7.819
0.575
0588
8.945
8.863
INTERIOR
[4][4]�
CAN PMAPLEOY ENG
3
SF 20 i.00
560' /' +
LIMITS OF CLEARING AND GRADING
DISTURBED AREA=3 4 ACRES
DRAINAGE AREA 4= 5.9 ACRES
/MPER�/0US AREA = 0 ACRES
R
I
' a
DISTURBED AREA =3.4 ACRES V
LEGEND ) 00
TITLE KEY SYMBOL 00
TEMPORARY STONE OE
CONSTRUCTION
ENTRANCE
SILT FENCE
ROCK CHECK
DAMS
PERMANENT
SEEDING
INLET
PROTECTION
MITS OF CLEARING
AND GRADING
SF
r r r r r
IP13
LOG
DISTURBED AREA=3.4 ACRES
C
,I,PL E•C MM
+
E.I.P. Is
Im
+
i
h
V
0
=
U
V
Q
C)
Z
z
Z
o
o
w
Q)
L"
LIJ
0UOf
U
U
?
OQ)
N
W
Q
�
REVISIONS:
DATE.•
AUG 2006
SCALE-
1 "=30,
DESIGN:
SHS
CADD:
SHS
REVIEWED
BY MLS
PROJECT.-
2006-004
EROSION AND SEDIMENT
CONTROL PLAN
iHEET OF- 0 7

N ,�
SITE 17B
OLD OCEAN HWY 178
6FR� R
0
BENTON RD SE
VICINITY MAP
(Not to Scale)
OWNER
HOLT OIL COMPANY, INC.
LOUIS S. COX
1709 CLINTON RD
FAYETTEVILLE, NC 28305
DESIGNER
PHIL NORRIS
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
1127 FLORAL PARKWAY, SUITE 400
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
EMAIL: [e-mail]
'SICK
S�-
CA
r.
HOLT OIL
APPROVAL STATUS
DATE
BY
DEPARTMENT
❑ YES ❑ NO ❑ N/A
PLANNING
❑ YES ❑ NO ❑ N/A
ENGINEERING
❑ YES ❑ NO ❑ N/A
----�--
--
--- PUBLIC UTILITIES - --- __
INDEX OF SHEETS
C COVER SHEET
CI EXISTING CONDITIONS
C2 GRADING AND DRAINAGE PLAN
C3 LAYOUT PLAN
C4 UTILITY PLAN
C5 DETAILS
C6 P014D DETAILS
C7 LIFT STATION DETAILS
TYPE OF WORK:
GRADING & CONSTRUCTION OF NEW SERVICE STATION.
CONNECTION TO BRUNSWICK COUNTY WATER.
CONNECTION TO BRUNSWICK COUNTY SEWER.
APPROVED cs
NORTH CAROUNIk ENViRtNMWAL
L"GEulWCOMZNIS M
"ENGINEER'S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFCATIONS AND DETAILS"
DATE:
9/26/ 13
SUBMITTAL:
.avS E A L(/ r
c..• 11 6 •wc
i
Oy .Fto 09 ��
CIVIL
I hereby certify that the plans, details, and associated project specifications comply with the latest version, as of this date, of TECH: D BLACKMON / EDB
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore, I confirm
my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel DES: J BLAND / JKB
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that CHK: P NORRIS / JPN
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with PROJECT NO.
applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not 13059
assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County
may refuse to issue permits at facilities that the County deems are non -compliant with County Specifications. I also confirm SHEET NO.
my understanding that County Inspections are for the sole use of the County and I certify that I will not use, or direct others
to use, County inspections for State compliance purposes or any other purpose." C

SITE 178
OCEAN HWY 776
BENTON RD SE
I VICINITY MAP I
N.T.S.
a % r 3 -40_—' X 3 —39—
Opp)-_ —' 61 x —
40— — — — — `
—.— .Q
ps 9 b O %_. — _. — — — — — — _ — — — — — — — — —
?q II �� 45g !
<0 Vd4 \ \ ' 4399 % 4 43 is 4 pS
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4 3' F
4k;�g,fF4, .LS_. �4cs4,frpm U
e
5 64° 19'38' W dr�r 4� 43g 4SS 4>4 4q S>
.�� � � � � � ��%�. 384.85' �r4�
/ r 6
%6
ISTING CONCRETE WALK 4. oo x
TO BE REMOVED 4Sj9 % 4s 9s EX
4 6 % 4S4o TO EXISBE REMOVEDCONCRETE WALK
\ \ \ 4S66
\ 44 \ \ EXISTING GRAVEL PARKING qs) 4541 — --- -- -- — — — _
es4q oil \ q3� \ TO BE REMOVED
36 4566 6 4S
pS \ \ \ %
IS
S6
\ n \ EXISTING STUCCO WALL \ & COLUMNS % C oh
TO BE REMOVED g6C"ete w
96 4 SSO / % 46'4c'
z
O J
a
0 O F-
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ec
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0
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0
z
z
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z
m
61\ 1
�O4 W TO BE REMOVED
\
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RcP' 43 os _� ` \ \s sti St�� eet Gary Tree
% 4? p9 4 / ohcrete \ co co
0)o
I I
g 4 \ tGcco EXISTING STU CO�WALL & COLUMNS M
C � . \ TO BE REMOVED
a/ \ % 4� I o_ o_
46 i4 / W rn rn
0 \X ��\% 464 % % 96 Hy�' �'►�M-"'egbFU \ ,p��
56.56��t P / / \ \ \ \ I V
g -%s wLd
g 30W ?- p M
Oj
49 �\ \ x 49 I ~ 3 't U
10S \ 30W 9 9g— \\ 1 \ S6 F�1 Of
N
SFM t 3 J so _ °a�g Q7 � a 0 z
5031 �`�'. \ X 4943 Q z to
IpSSFM \ S 3 30W p % Sp3S \ \ _ \ �_ a
v
I SSO. e yL % I Z J
REMOVE EXISTING DRIVEWAY\ "'o 30W�_ _ \ \ \ 4911 I O N
J
\ \ \ ` ^ 3 z
SURFACE, PIPE AND Ip R.k,
END STRUCTURES SSFM \ 40g�``\ W S �� `� \ �n\nE
IpSSFM \too `` 30W=_
\ \ 1 SPA,`30SI.
IlOSSFM 1_ & SI9� �W- q9,?,
* SURVEY DATA PROVIDED BY NORRIS & WARD LAND SURVEYORS.
JC 'OSSF 3S gs \ �� s \
_ s W 41
\ \ a
45 C lOSSFM
MPH OLD
OC 1 pSSFM \ \s2 \
fA/ \
ASP A�
T 60, lOSSFM
1pSSFjy \ \
\ lOSSFM \
SCALE: 1"
0 20 40 60l
x.
13059
DES. JPN
CKD. JPN
DRW EDB
DATE 09/26/13
CAR
1

91
I VICINITY MAP I
N.T.S.
4
� �- 40 xTG!x10- -39- X x
/ X a1.3 __4p83 x Ag CLASS B ENERGY X 3g _Ap.- x -39- X 38>8
I 4p __ 64 3g X
x a X / - - - - °j m - DWIPATER- - �g X 3 x 3 �'I _ 9 ,J
46
96 42-
�aao'opt-
p , C D -43- -- -- X .
S Fbcr '"'+cs X a38g X X 4345 Qq,OS
❑BSA lI>6)g Y. 4gs8 'afar • \ \_ ._ �-Fb _
>6I I ?/" / X a¢�� SPILLWAYCSEE N 18 SD Oq� "roam °q3 bomF
DETAIL tl 5 64.19`3& W
Ir
\ I>,I 1 43 21 g2 Q L X�39 384.85' I..
DA -_�_ DA Ts A �T$R DA -�F DA A --T- DA DATSF A------.i giA DA
20' . OUTLET - F DA D
SEE DETAIL
g436 9�S` C C'dr�On U.S� 47 46
\ \\ / - - - - 47"50
I gg 2 %�� / - - 18" INLET X 4 /
\ \ \ 1 \ Y.
43 \� 1=40.50 12'x55'
/ as LOADING SPACE ° x
\ x g \ x / 7- 2.5 - - -7 I / 18" CCP CURB INLET #2 I q
4S0g g T // / 6 / TIOVP_42RA75=4 O
\ \ a�04\ I z fw / / / / / ^ �``
6� �P // /�� SD 47.00 X 4s40 47.70 49.10
\ / s
6 46.40 49.20 - -
`\ X as6�/ 6 / / X / 4)+ 4%.DD• f i • .a•: '`�P..: .�•- • 45' ; 4�20
49.30
\ \\ g6 6 •-Z.
.f47.304�1 .. .. ....
\ 4 \ \\ X a \x n 47.20
E� �A( _
\ 44g X 1
4"0! \ \ \\ / d` . �, • •. :. •• .. • "t' - 47.90 •
L
g 6 � a �P ♦ xyg srs \\ \ / 4r y PROPOSED < 0
as > a\ X ♦ / / �` _ ' ' 49.10 BUILDING o o \
�' 47.00 . , FF=49.30 C \
sg \ aS68 \\ >� X X a�Ojl \ \ \ \�>la , 46.90 ' ,.Q Q Q 49.10 • 49.30 °-
•'
0 \y ° 4sp3 ebbs \\ \ \�\-�/ 46.40 e •. I • . , a.
I s
46.p� 47.70
LEGEND
- - -48- - - -
DA DA
+ 49.82
48.00
48.50
SB SB
TSF
PROPERTY LINE / DRAINAGE AREA
EXISTING CONTOUR
DISTURBED AREA
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED FINISH GRADE
PROPOSED TOP OF CURB/
TOP OF SIDEWALK
SETBACK
TEMPORARY SILT FENCE
'--CURB INLET #1
TOP GRATE=46.40
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TEMPORARY -
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I VICINITY MAP
N.T.S.
SITE DATA
PARCEL NUMBER: 152DO04402
ZONING:
BRUNSWICK COUNTY: CLD
TOTAL SITE AREA 87,989.52 SFt / 2.02 AC*
BUILDING USE GAS STATION
BUILDING HE3GHT:
MAX: '50.
BUILDING: -
CANOPY: 15'
BUILDING SETBACKS:
FRONT: 25'
REAR. 6'
WE* 10' - ONE YARD
22' - BOTH YARDS
STREET SIDE YARD: 25'
IMPERVIOUS AREAS: (ON SITE NOT IN R/W)
BUILDING: 4.500 SF
DRIVE ISLE / PARKING: 33,330 SF
SIDEWALKS: 1.330 SF
FUTURE. 10,000 SF
TOTAL IMPERVIOUS AREAL 49.160 SF
(ON SITE NOT IN R/W)
% IMPERVIOUS: 55•89%
PARKING REQUIRED:
TOTAL REWIRED:
1 SP. / 200 SF OF GROSS FLOOR AREAL
4,500 SF x 1/200 SF _ 22.5 SPACES
PARKING PROVIDED:
SPACES PROVIDED. 22 SPACES
HANDICAP SPACES PROVIDED: 1 SPACES
TOTAL SPACES PROMO. - 23 SPACES
LOADING SPACE (12.45) 1
I LEGEND I
PROPERTY LINE
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED CONTOUR
SETBACK
TEMPORARY SILT FENCE
NEW ASPHALT
NEW NCDOT ASPHALT
NOTE: SITE LIGHTING SHALL BE INTERNALLY ORIENTED AND LESS THAN 40' IN HEIGHT.
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DRWN. EDB
DATE 09/26/13
C3

STEEL POST
TTWIRE
MESH FOR STANDARD FABRIC
MIN. 14 GA. o x z
- STANDARD OR EXTRA STRENGTH
1 a
6x6 MESH FOR
LOW
FILTER FABRIC
Tg
STANDARD FABRIC N
a
-DIRECTION OF WATER FLOW
0j
ANCHOR FABRIC SKIRT
2
MIN. 8" DEEP & 4" WIDE.
N
NOTES:
1. SYN, FENCE FABRIC SHALL BE MIN. OF 30" IN
WIDTH
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE
NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND
BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
18"
V-0" 1
6„ /-1 1/2"R
CLASS A CONC.
3"R .
o
C
a'
18" FLOW LINE CURB SECTION
NTS
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
v�
E
IF CURB HEIGHT IS 4", THEN:
"P "81" - 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
"82" - 0 1:12 MAXIMUM SLOPE, SIDE
PLAN FLARE "A" IS 72" MINIMUM.
4• SIDEWALK
3000 PSI
CONCRETE
6x6-10/10 W.W.M. -J-- COMPACTED a1 i. •.1 b
SUBGRADE a II 1-
4' 1 6" 1i
SECTION
TURNED DOWN CONCRETE SIDEWALK CONTROL JOINT
1/2• ASPHALTIC PREFORMED 3"R
EXPANSION JOINT NI
P •. 12• 1�
I•, III •• �1" . 1 �
N
6x6-10/10 W.W.N. ,'
COMPACTED '
SUBGRADE I
6 II
SECTION j
WHEEL CHAIR RAMP
TYPICAL TURNED DOWN SIDEWALK
AND WHEEL CHAIR RAMP DETAIL
NTS
RESERVED
PARKING
VAN ACCESIBLE SIGN
ADJACENT TO 8' AISL
SIGNS TO BE 0.080 STANDARD
ALUMINUM. BOLT TO TREATED WOOD OR
ALUMINUM POST WITH 3/8" CADMIUM
PLATED NUTS, BOLTS & WASHERS.
I 12' I
r -�1
OM ORS
LEGEND AND BORDER - GREEN
WHITE SlMDDL ON BLUE BACKGROUND
BxKcaax» - WHRE
R7-8
ALUMINUM OR TREATED 4"0" WOOD POST
+-1/2'R(TYP) 1-1/2'R(hT
MAXIMUM VAN
PENALTY 3/e, ) ACCESSIBL 3a(TIP)
$250
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN
BACKGROOUD - WHITE BACKGROUND - WHITE
R7-8D VAN ACCESSIBLE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
SEE PLAN FC
ORIENTATION
CONC. COLLAR
Ulm
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUEY
ELEV. VARIES
PREm
OBRICK V)
WFL3000 PSIa0
SECTION
DROP INLET DETAIL
NTS
I
J5 OR J57
D STONE
19-GUAGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
NCDOT /5 OR #57
WASHED STONE
n.nvsrnrnrnrn.n_n.n. u N o u-------- I ----- --------------
00
WK
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J
3
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SECTION A -A
HARDWARE CLOTH & GRAVEL INLET PROTECTION
NTS
CONSTRUCTION SEQUENCE:
R 1 UN
IFORMLY ORMLY GRADE A SHALLOW DEPRESSION APP
ROACHING THE INLET.
2. DRIVE 5' STEEL POST 2' INTO THE GROUND SURROUNDING THE INLET.
SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4' APART.
3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE
WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM.
PLACING A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR
ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCOOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16" TO 18" AROUND THE WIRE, AND SMOOTH TO AN
EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABIUZE IT WITH GROUNDCOVER.
MAINTENANCE:
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR
OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
ro
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LOS PER 1000 S.F.
FERTILIZER. 17 LOS. PER 100D S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LEIS PER 1000 S.F.
WOOD CHIPS AT 500 LOS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PUNTING SEASON. IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED. REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE. TREATMENT. AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE 10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98X AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS. OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NPDES STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAAIE EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10 OR LESS IN LENGTH AND ARE NOT
STEEPER TWIN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER TWIN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER TWIN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
TIE NEW
INTO EXI
AT E
GRADE
1 3' WIDE BY
H 7' TALL
0 GATE
J (OPTIONAL)
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TURN LANE & ROADWAY WIDENING PAVEMENT SECTION
NTS PER NCDOT*
2" NCDOT SF 9.5 A ASPHALT
PAVEMENT.
6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
NCDOT ASPHALT PAVEMENT SECTION
TUTS
2" NCDOT 1-2
ASPHALT PAVEMENT
6" NCDOT ABC STONE
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ON SITE ASPHALT PAVEMENT SECTION
NTS
2" NCDOT 1-2
ASPHALT PAVEMENT
8" NCDOT ABC STONE
CM
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON
FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
ON SITE HEAVY DUTY ASPHALT PAVEMENT SECTION
NTS
6" CONCRETE (4,000 PSI MIN.)
6x6-W2.9 X W2.9 WWM GALVANIZED
8" NCDOT ABC STONE
X
12'-6" `
CONCRETE PAD WIDTH
11'-0"
INSIDE ENCLOSURE WIDTH
NOTES:
a.,
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
� _ ••- °. .: (MAX.) AND EXPANSION JOINTS SHALL BE
° 6' DIA. PIPE BOLLARD EVERY 50 FT. (MAX).
•• � 2. PAVEMENT SECTION MAY VARY DEPENDING
I
UPON FIELD CONDITIONS. THE PAVING
CONTAINER ENCLOSURE AND GATE CONTRACTOR SHALL COORDINATE WITH
° .• ; SHALL 8E MIN. 8'-0"
''' + • OWNER REPRESENTATIVE AND GEOTECHNICAL
"
r ` SC YARD- HIGH. TYPICAL SOLID ENGINEER TO DETERMINE ACTUAL PAVEMENT
'' TOP ANDEAD. •'' �•:. DOGEARED WOOD FENCING
SECTION.
. +.: SCREEN TO 100% OPACITY OR
�' 0�4(' OIfTAINEH. T APPROVED EQUAL PER CITY
;.�X'"r�'•:.` of wlLMwcroN CODE. HEAVY DUTY CONCRETE PAVEMENT SEC'
NTS
•° 4•• "." DIA. BY 1-}" DEEP
°.4. a. RECESSES FOR GATE
CANE BOLTS. PROVIDE
'. 4• ONEEACH AT GATE IN
• '• CLOSED AND OPEN
• .:
° POSITIONS.
A.
°
'•' •� DIA: _PIPE BOLLA?
CONCRETE7. FILI:ED, •SET •IN r
°
• Ci NtRET6 3'-BELOW GRADE
EXTEND •4'• ABOV ORApE, % DESIGN CONCRETE PAD
o° �'.4�. P9iNT.OSNA"YELLOW.. TO WITHSTAND 10,000 LB.
• ° ._• `_- +. SINGLE WHEEL LOADS.
CONTAINER ENCLOSURE PLAN
NTS
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2: CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL
BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY
SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL
IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS & WARD LAND SURVEYORS AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER, TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION -CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL,
BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED
FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK AND GRAVEL
INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET
PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM
THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS
WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT. SEDIMENT
WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT,
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE
SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC,
WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER
DRAINS AS DESIGNED OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED
STORAGE CAPACITY HAS BEEN HALF FILLED
L WITH SEDIMENT. THE ROCK WILL BE
CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR
WHEN THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF
THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN DEPOSITS REACH
HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED AND KEPT CLEAN WEEKLY.
LAND QUALITY REQUIRES
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS
WILL BE FERTILIZED RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO 'DITCHES,
PERIMETER SLOPES, ALL SLOPES STEEPER THAN 3 VERTICAL (3:1) AND ALL
HIGH QUALITY WATER (HQW) ZONES SHALL BE '1 PROVIDED TEMPORARY OR
PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST
LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM
THE LAST LAND -DISTURBING ACTIVITY.
8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID DISCHARGES DAILY.
9. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
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DES. JPN
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ORWN. EDB
DATE 09/26/13
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POND DIMENSIONS AT NORMAL POOL
1"=20'
3:1
VEGETATED
SIDE SLOPE
SHALLOW LAND PL WFINGS
/- SHALLOW WATER
PLANTINGS
5• I 5'
10', 10:1
VEGETATED
SHELF
N
to
0
NOTE
1.BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
4' X 4' PRECAST CONC.
BASIN W/ KNOCKOUT
PANELS ALL 4 SIDES
15" RCP OUTLET
INV. = 42.0
PLAN
#4 STEEL REBAR (GALV. OR ASPHALT COATED)
TACKWELDED AT 4" O.C. EACH WAY LAID
IN TOP OF BASIN
-ATTACH SCREEN -
WITH GALV. LAG &
WEDGE ANCHORS
-1/2" OPNG. GALV.-
OR ALUMINUM
EXPANDED METAL
SCREEN
1.5" I.D. INLET-'
PIPE GROUT IN
PLACE INV. = 43.0
CRUSHED STONE.
ELEVATION
SECTION
5'
TEMPORARY POOL - 43.85' BERM,12"D CLASS B RIP RAP _
OVER 12'W ARMORMAX 3
..__.... ___. WITH SOIL ANCHORING WOOTOP OF VEGEL
SEDIMENT REMOVAL = 37.0'
I "
1L—��I�^^�
2NORMAL
FOREBAY —11
BOTTOM = 35.0'
I
5
2
-
— I
SEAMEN
POND
10:1
5
FOREBAI
2:1
2:1
VEGETATED
SIDE SLOPE
SIDE SLOPE
SHELF
10:1
VEGETATED
BELOW
NORMAL
SHELF
POOL
BELOW
NORMAL
POND
CROSS SECTION
P001
NIS
12" CLASS B RIP RAP 600X^MARIFI FABRIC
EMERGENCY SPILLWAY
NTS
DETENTION POND OUTLET STRUCTURE
N.T.S.
NOTES:
1. REMOVE SCREEN & CONNECT 1.5" SKIMMER.
2. REMOVE SKIMMER & REPLACE SCREEN AT CONSTRUCTION CLOSE OUT.
KCMUVNL =
BOTTOM 37.0'
TOP OF BANK
TOP 43.85
APPROVED SHALLOW WATER PLANTS
SWEETFLAG
APPROVED SHALLOW LAND PLANTS
SWAMP MILKWEED
WATER PLANTAIN
QUILL SEDGE
WATERPOD
WHITE TURTLEHEAD
BLUE FLAG IRIS
DWARF JOE PYE WEED
SOFT RUSH
JOE PYE WEED
ARROW ARUM
SPOTTED TRUMPETWEED
PRIMROSE WILLOW
SCARLET ROSE MALLOW
PICKERELWEED
HALBERDLEAF ROSEMALLOW
DUCK POTATO
SEASHHORE MALLOW
BULLTONGUE
CARDINAL FLOWER
LIZARD'S TAIL
LONGLEAF LOBELIA
SOFT STEM BULRUSH
GREAT BLUE LOBELIA
THREE -SQUARE BULRUSH
STARRUSH WHITETOP
WOOLGRASS
NARROW PLUMEGRASS
DETENTION POND NOTES:
1. UPON STABILIZATION OF SITE, RESTORE POND TO DESIGN SIZE AND SHAPE.
4" Sch 40
coupling
connection t
1" Vent
With RED tip Inlet
2" pvc float
1'b' Sch 40 SOLID pvc
barrel or"arm"
SUPPLIED BY USER s
NO inlet extension
Just the barrel
connected to the Tee
1X" hose, ss clamps
1 W threaded male fitting
on outlet and
1%" HEAD on
center of inlet and
Ace
Aluminum straps
suspending inlet
Skimmer shown in
floating position
1. Skimmer can be attached to a straight 4' sch 40 pipe through the dam but the pipe may need
to be anchored to the bottom at the connection so it is secure. Coupling can be removed and
hose attached to outlet using the threaded I fitting. Typical methods used: on a metal
structure a steel stubout welded on the side at the bottom side with a 1 W threaded coupling or
reducers; on a concrete structure with a hole or orifice at the bottom, use a steel plate with a
hole cut in it and coupling welded to N that will fit over the hole in the concrete and bolted to the
structure with sealant; grout a 4" pvc pipe in a hole in the concrete to connect the skimmer.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel (solid, not foam core pipe) should be 1.4 tim`es the depth of water with a maximum
length of 6' so the inlet can be pulled to the side for maintenance. Skimmer is made for small
sediment "traps" with a maximum depth of 4'.
4. Inlet is 3" pipe between the straps with aluminum screen door for access to the 1'r4' inlet and
orifice inside.
5. Capacity 1,728 cubic feet per day maximum with 1'h" inlet and 1'/z° head. Inlet can be
reduced by installing a smaller orifice using the plug and cutter provided to adjust flow rate for
the particular basin volume and drawdown time required.
6. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice In plug
and attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc.
2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF
2OX CARPET GRASS. 24% BERMUDA, 20% FESCUE, 10% CREEPING RED FESCUE, AND
24X RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF.
3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED
SUITABLE SPECIES. GROOUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15
PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET
STRUCTURE.
4. BOTTOM HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW WATER PLANT
SPECIES, SEE TABLE.
5. TOP HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW LAND PLANT
SPECIES, SEE TABLE.
6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT
24"-36" O.C. IN A CHECKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF
OF SHELF AREA SHALL BE PLANTED.
1 .5" FAIRCLC TH SKIMMER
10,
V
Syr4p
NORMAL POOL: 4.
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DES. JPN
aco. JPN
DRWN. EDB
DATE 09/26/13
AR .
'tom• •!rye
EGETAED ibis, �i.47 ih i •• Q;
TED WITH �i�iijrA., .. N• •'• Q�`..`
ANTS. SEE
TAED
SHELF TO BE PLANTED
WITH SHALLOW LAND
PLANTS. SEAT�—
a
C6

SR 1426
Mt. Mlseuy Rd.
US tlwy 74/76
LS
yyy SITE
5R 1426
Le le Rd.
I VICINITY MAP I
N.T.S.
"I Ir971 �
' 1• L�a1 .. 1 � 1
64.73'
S 81059'26" E 2740,.19 6W 6W 6W —
SITE DATA TABLE
02UM12
CO—IG
Cost
WHOLESALE TRADE
6,000 SF
FRONT. 65' (CDS-1)
STREET SIDE: 2W
RI%IT SIDE: 10'
REAR: 50'
REQUIRED PARKING:
1 SP / 1000 SF (YIN.) - 6 SP.
PARKING PROVIDED:
10 SPACES (INCLUDES 1 HC)
REQUIRED HC PARKING:
1 SP / 25 SP - 1 SP
HC PARKING PROVIDED:
i HC SPACE PROVIDED
IMPERVIOUS SURFACE:
EXISRNG IMPERVIOUS:
0 SF
PROPOSED BUILDING:
6,000 SF
PROPOSED SIDEWALK/CONCREM.
1.690 SF
PROPOSED ASPHALT:
6,681 SF
PROPOSED OUMPSTER:
221 SF
TOTAL ON SITE IMPERVIOUS:
14.592 SF - 36.48x OF SITE
OFFSITE IMPERVIOUS:
1.031 SF (ORNEWAY APRON)
TOTAL PROPOSED IIWERVIOUS
15.623 SF
Water Valve
GRASS SWALE #1—
SEE DETAIL
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DRIVE
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10'x70'
SITE TRIANGLE
Rebar Pd. "A" U S Hwy 74/7G
NAD 83/86 Coordinates '
N= 186, 156.7669'
E= 2,279918.3271'
64.12' 64.15' 64.04' 63.74' 63.50' 63.20'
64.12 _ _ _ 62.97'
64.48' y���� Water Pipeline Marker -_-- Edge of Exl5ting Pavement63___---- /b8--
x 64.75 y17, -----------
4.66EIw 6W W sQ i 6Y/ 6W --- 6W W 6TJ__ -- ----- --- --- awl 6W 6W 6W 6W
�3
64.29 .ram- K- - - - - - - - - - - - - _
.93' " ' - 860510E 199--___ o
63.6' - - 62.8' S 85 51 41 E 199.94
64.90' Reber Idm =64.62 — — — — -
c 51gn5� i�� In= 58.61' t -
1 �----'-10' CDS 1 STREET BUFFER Iron Pipe Fd.
(4.54 Inv Bt -58 '7' BF BF BF I BF BF BF BF BF
/--\\ q4 � I I 5—Jrs=—ki"h�b"is 616.7' 1,06%
amtary ,?0x 64.8I S 8ss-8ss SSS BSS 8SS SSS 8SS 8SS SSS SSS ass-8S.
-----------L 694 j I K ------
II 1 �T--------- t �----- 3.1 ----- --�
I, II STOP M WATER Bt 0) 1 ( ,
6 .98' x t 64.01 1 1 615 INFILTRATION BASIN - 10 EMERGENCY
£ 65.20 �\ I I i I i ' 18' 25' 18' S' t ( SPILLWAY
—+------------- INV.= 64.45
I I I I / 1
6 14, x 165.05' I I I x 64 2' -
65.30 r
E � � x 63.3'
I I I I �I / �� : • ' .. , ... •. DO 65' CDS 1 SET C
:....:.. ' "' �:11 Lot 35 & 36 APPROXIMATE
HC PARKING Tax Parcel 028FC012 LOCATION OF HVAC
I I I .... / .t SIGN Deed Book 2266, Page 768 a 0 y �0
I I ..:. :.:::::::•:'.._•::'::'...... .'......:'141:::1 ��..�,.... UNDEVELOPED �S CD Lot 53
C011
`^ / GRASS SWALE #2
`3 SEE DETAIL
00
v x 63.3'
40'x30'
CD CONCRETE
LOADING AREA
12'x55'
LOADING SPACE
x 63.5'
DUMPSTER
ENCLOSURE
Tax Parcel 028F
Seguin Family Holdings, L.L.C.
Deed Book 2266, Page 768
Map Cabinet 7, Page 20
UNDEVELOPED
ZONING CO—IG
MAINTAIN EXISTING WOODLINE
AS MUCH AS POSSIBLE ALONG
REAR PROPERTY LINE
Power Pole v e Q ,1 RCP _
x M :65: I ephone4Ps�est i �\
65.80 W .'.'< ` _ _ i 63 Pinch Tp . ----------------
-------- _. -' 1 � �Iro Pipe-Fd
-
�� — N 86'02'28" W 199.93'
Overhead 6 Power - -- _ -
1. ALL EXTERNAL LIGHTING MUST BE INTERNALLY Chain -Link Fence
ORIfMED 8 LESS TWIN 40' IN HEIM. I x j _`Power Pole
65.62' 65.84' 65.4
LEGEND 60' Concrete 25' IT,
PROPERTY LINEHT EXISj
-
I , RIGOF WAY 24N 10'X70' Lot 37
ass 8ss EXISTING SANITARY SEWER Io SITE TRIANGLE
Q O Tax Parcel 028FC013
6W MAI 6W EXISTING WATER N O J �" Industrial Pump
Services
� Q I—
- — — -64— — — — — EXISTING CONTOUR �_ Deed Book 557, Poge 319
x 64.4' EXISTING SPOT ELEVATION UJ � X Map Cabinet 7, Page 20
Q 00
�y I COMMERCIAL
EXISTING TREE UNE I'" o
PROPOSED TREE UNE �I ZONING CO—IG
F_
BF BF BUFFER p ti
SB SB SETBACK I O V) I
EXISTING] 00 ?�
DRIVE I N
ASPHALT i allo
° CONCRETE
Lot 52
Tax Parcel 028FC009
Seguin Family Holdings, L.L.C.
Deed Book 2266, Page 768
Map Cabinet 7, Page 20
UNDEVELOPED
ZONING CO—IG
OC i 18 2011
c
SCALE: 1" = 20'
0 20 40 60
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10 of � D�
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AUAGIIAL BOLT TOTR�e� MOOD OR
AuRBRW Parr VON 3jr CUM
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11:11:11:11=ILIIII
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
sum POST
MARE MESH FOR STANDARD FABRIC
SIANDM OR Ex1M STRENGTH
FLIM FABRIC
-01RICTION OF WATER FLAW
FAIM DEEP 0 4 WIDE.
NDM
1. SOL FENCE FABRIC SWILL BE MAL OF Mr W WIDTH WITH
30 Lr, TENSILE SIROWTH FOR STAN[M FABRIC
AND 60 LB/W FOR I10M STRMK
2. FABRIC SHALL BE CONTINUOUS LOCK IF JOINTS
An NECESSARY. LAP FABRIC POST M POST.
3. SIEFL POST SWILL BE MN 4 W HEIGHT AND BE OF THE
SELF-FASAM SUM ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
2' NCDOT SF 9.5 A ASPHALT
PAVEMENT.
- 6' ABC STONE
PAVEMENT SECTION
NTS
BRING
STONE TO
SPRINGLINE
(MIDDLE
6' CONCRETE (4,000 PSI MIN.)
6x6-W2.9 X W2.9 WWM GALVANIZED
8' NCDOT ABC STONE
rf;
6' . ;•,
i
NOTES:
1. CONTROL JOINTS SHALL BE EVERY 15 FT.
(MAX.) AND EXPANSION JOINTS SHALL BE
EVERY 50 FT. (MAX).
2. PAVEMENT SECTION MAY VARY DEPENDING
UPON FIELD CONDITIONS. THE PAVING
CONTRACTOR SHALL COORDINATE WITH
OWNER REPRESENTATIVE AND GEOTECHNICAL
ENGINEER TO DETERMINE ACTUAL PAVEMENT
SECTION.
DIRECTION OF FLOW
START LAYING AT LOW END AND BUILD AGAINST DIRECTION OF FLOW
P.V.C. PIPE -
NORMAL CONDITIONS
P.V.C. PIPE -
WET CONDITIONS
EARTH BACKFILL COMPACTED
TO 90% MINIMUM -HAND
TAMPING, TO 95% UNDER OR
ADJACENT TO STRUCTURES
NOTES:
1. STONE OR GRAVEL TO BE WELL TAMPED.
SIZE 1/2" TO 1-1/2". INCLUDE IN UNIT
PRICE BID FOR PIPE,
2. HAND CARVE BOTTOM AND SHAPE FOR
LOWER QUADRANT OF PIPE. EXCAVATE
ADDITIONALLY FOR BELLS.
3. TRENCH SHEETING DRIVEN BELOW INVERT
MUST NOT BE REMOVED.
12'-6'
CONCRETE PAD WIDTH
11'-0'
INSIDE ENCLOSURE WIDTH
• J=a-
4 °`• 6' DIA. PIPE BOLLARD
3' WIDE BY ° °f ...:• ..
7' TALL
GATE d• '.. • - �'% '. i•'.1.: '. • ;.: ; '_t •. �°.
Z (OPTIONAL) ; ; .•' ..: " «
t 8,CUBt YARDa w CONTAINER ENCLOSURE AND GATE
1`OF AND EhID. °. SHALL BE MIN. 8'-0"
,• ..
HIGH. TYPICAL SOLID
o r q 4Q/ *Gt&AAINER• DOGEARED WOOD FENCING.
GJ - - •.: ..- 4%
w DNA BY 1-}' DEEP
o \� ?., - • ; ...�_.°, •, .. RECESSES FOR GATE
i _ .. °• : a CANE BOLTS. PROVIDE
• " • '- ONEEACH AT GATE IN
CLOSED AND OPEN
' I . -4- :° • • POSITIONS.
•i: ,:
• °
. a .q .:i' -' .•k -. :. is
°. . .
CONCRETE. HLtED, •SET:.IN r
• Cl9NtkEw . 3" BELOW - GRADE ,
.EXTEND 4' ABOt% ORA@E ::.«; DESIGN CONCRETE PAD
ai . PAINT. OSHA-4YELLOW.-I. TO WITHSTAND 10,000 LB.
° ' = • s: SINGLE WHEEL LOADS.
,:. :a
CONTAINER ENCLOSURE PLAN
ff-
NEENAH R-7514 HANDHOLE-
FRAME & LID OR APPROVED
EQUAL
STONE FII
4" THICK
w 45' WYE BRANCH -
o OR 45-BEND AS
REQUIRED BY SITE
PLAN
PONE 01
3RAVEL
12"
D.I.P. IN ROCK
& WET CONDITIONS
HAND CARVE-/
AT BELLS
D.I.P. NORMAL
18"0 CONC.
COLLAR, 6"
THICK
THREADED
CLEAN -OUT
PLUG, CAST IRON
45' BEND
SERVICE LATERAL
NOTES:
1. CLEAN -OUT PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AND
MATERIAL AS THE SERVICE LATERAL.
2. PROVIDE CLEAN -OUTS WHERE INDICATED ON THE PLANS.
3. D.I.P. CLEAN -OUTS SHALL HAVE BRONZE -THREADED CLEAN -OUT PLUG.
4. WHERE CLEAN -OUTS ARE INSTALLED ON PIPING UNDER PRESSURE, ALL
JOINTS SHALL HAVE RETAINER GLANDS OR OTHER APPROVED METHOD
OF RESTRAINT. ALL RISER PIPE, FITTINGS AND CLEAN -OUT PLUG SHALL
BE WATERTIGHT AND RATED FOR THE PRESSURES PRESENT AT THE
PARTICULAR POINT OF INSTALLATION.
SANITARY SEWER SERVICE LATERAL
CLEAN -OUT DETAIL
NOT TO SCALE
LOCIQESS CAST tlON FORD
METER YOKE BOX WITH DUAL
CHECK VALVE AND INLET KEY
VALVE 1EM4-RICO OR
APPROVED
TEMPORARY/PERMANENT
GRASS SPECIFICATION
i. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL
LIME: 45 LBS, PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
S. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER BOX DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME. FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
2OX CARPET GRASS
24X BERMUDA GRASS
2OX TURF FESCUE 10% CREEPING RED FESCUE
24X ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98X AND
GERMINATION SHALL BE A MIN. OF 8SX.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRAMM. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
READING UD
HINGED TE METER")
BY
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FORD F100
CORP. STOP
NOTES:
1. CONTRACTOR
LOCATION SPEf FlED BAY BRUt METER X ICNTMgUTIRA AREA AT
SDR 9 TUBING
LINE
1
FORD S70-604
SERVICE SADDLE
TYPICAL 1" WATER SERVICE ASSEMBLY
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
CONSTRUCTION CONDITIONS.
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC CONTROL
AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE NOTED
TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED
UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD, LEAVES, AND
ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN
SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM
SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE SITE WORK CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED WITH BORROW
OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO RECEIVE FILL
SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL WHEELED ROLLER TO COMPACT
THE TOP 8" TO AT LEAST 98X OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY
AREA WHICH PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A
CLEAN, SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC.
FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED 8" AND COMPACTED TO AT LEAST 95X OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO
98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING
AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO
EXCEED 8" AND COMPACTED TO AT LEAST 98X OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6
INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS WHERE
NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF IN -PLACE SUBGRADE
SHOULD BE COMPACTED TO AT 98X OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF
THE MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED
WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE
PLACED IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO CONSTRUCT HIS
WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING
UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM SURVEY BY
OTHERS, AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO NCDOT
STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE PLUMBING
CODES. METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS RESPONSIBILITY.
PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF -INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE
PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN
PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR
TRACKED ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION,
BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE
INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO
ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY
RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND
SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR
OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. STAKES MUST BE STEEL STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF
EXTRA STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX.
WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR
REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED AND KEPT CLEAN WEEKLY.
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS
WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES
STEEPER THAN 3' HORIZONTAL TO 1' VERTICAL (3:1) AND ALL HIGH QUALITY WATER (HOW)
ZONES SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER
AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN SEVEN (7) CALENDAR DAYS FROM THE
LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED
TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE
BUT IN ANY EVENT WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS,
HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES
DAILY.
10. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM THE SURFACE.
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NUJ
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11070
Des. JPN
c*D. JPN
mm. EDB
DATE 09/20/11
;St,LTP
C�