SW8980236_Approved Plans_20120914

ml
NA
6
M rq
EXIST.
CURB INLET
rq 141'
in
C'41
1
.0 # , I -
�*!Xft 1103 110 10111
JION 20D REVISIONS
TOP OF BANK EL 1515
FLOOD POOL EL. 13.8
NORMAL POOL EL. 12.5
BOTTOM Of POOL EL 7.5
CLASS "B" NCDOT
EROSION CONTROL STONE
NORTH■
ft
VEGETATjW.
'16- LL"'___SHELF
DETAJL (SHEET C2)
68.2' Up U
30'R DETE-P. NDEL&
I t t SCALE_ 1*=20'
30'R
MATCH UNE j
f LLI U) 0
TURNING LANE PLAN
Z
(311�13
MON (D
SCALIEt 1 2 0'
z
W
z kip
+ 0 O =(D
-.k J z
L)
4
U) LLJ 75;
C)
CLEARING LIMITS Z
Ln G
II b CI%ERHEAD POWERUNE <
EXISTING DITCH CLASSIFIED D.I. No
AS 40* WETLANDS TOP 23.4/
+1 1 &5 LLJ
1I- Ili 00 INV. f—BACKFILL AND COMPACT
-LEAN SELFECT FILL WITH All
+ IMUMOn- I
30" DRAINAGE EASEMENT U)
RO/W
3 44',1.4
rmap Nk
-I--v
c I I 70 P DEC
Awl*
3' 12 C IN,
12CO 400- 75' G LIMITS
ye
SIGHT #*IG ­7— ETAS
50'GRAVELED I I I 1 -4 ----< +
i0l 48* F.E,S,
INV. 12.0 -28'y,1,2'x1_8" CONSTRUCTION I. No, 6
I 'P I - 0 ` , 4 No. I
1. Im IV
ENTRANCt N w.TC o Eh1ERYY DISSiPpTCI?� { o
IRIM 22.4
INVERT 18.7 6
+ 0"
MATCH EXIST. 122'
.7
0144
ASPHALT 4y 14
.1 No. 4
GRADE 25,851 + I EXISTING,6117CH CLASSIFIEJY
�) � 4 6N# RIM 17.3 % r)
I 4,ANT A�D - Ne AS 404./'WETLANDS (D uj 00
I . 1 130 12* F. E.S.
NEW NCDOT 'N, I t.- /4'
f1p I *^'�IN 12.5 Z : c\I r'-
r. X ZZ) u
0
TYPE CONC
N, 0 6'xl2*
_L x fv 1s.,
COMMERCIAL
k y DIS&P CD
ENTRANCE— X_ x _j Z
14 8-
2
cr 4n _ --- ry 16, lip
CD cb p x
0
0
2555 11" -1 TE 'N 0
No. 1 A tAj
w
X z C)
EXI'qT. W R.C.P. I N V. 18.
x
-ID
EXIST. CURB IQ E5
E INLET' z
TO BE REPLACED Z Lu
.4C
_j
z ir
Ao +
BY NCDOT
',P L
EXIST.
CURB INLET
it +
D.1.40.2
RIM 22,7 ro
x -.p
11
Slit DETENTION
0 INV, 20 13� \ IL -
'RIM 25" 4) %%fir'If, I
0( + *11
PW FIM Ad UVE
PIP,
+
FGHT ANGLE
x 0? ST
4 qv I
bb po 40
to
__0 etbacxO
ll.� AS' Sum� x l(L4 c7z' +
0 J Jz� f6 INVV. U.L
CONTRACTOR SHALL COORDINATE 00/c L5* B.C.C.M.P.'
CONSTRUCTION OF TURNING ELEX-20.00t rp'i N
LANE WITH NCDOT. TEMPORARY
NNN-
00145TRUCT]ION ENTRANCE SMALL
BE UTIUZED UNTIL T'URNING I �G LIMITS 5 ">u
LANE IS COMPLETED.— 'N 1%
5 •
+ "%,—
Tt 'IS Air 8'x6'X 12*
e A-0
+
? 4..> + ENERGY DISSIPATO
rl -2 > 10 A& NOTE:
114+ C.I. No. 3
5 23�' RIM 21.9 WALL RIM 19.7 INSTALL TEMPORARY SEDIMENT
el I ep'� 0 1410) LIF 181m CONCRETE RETAININ
\01 INV. IN 17.0 TRAP M No, 1 PRIOR TO CLEARING
3. 1 + INV. 13.9 INV. OUT 13.25
4p I SITE. UTILIZE EXISTING DITCH FOR L
TEMPORARY STORMWATER MANAGEMENT
> AND EROSION CONTROL
Ml LEGEND
IF
EC _�"CATCI
30'
m SITE DATA
TOTAL AREA 1,7 ACRE SITE PLAN \N EXISTING SPOT ELEVATION E.C.
1.25 ACRE TRACT
BUILDING AREA 6,200 SF 0.45 ACRE OFFSITE SCALE: 1 *=20' ENERGY IDISSIPATOR
ZONIING 0-1 (S,H,01.) TST
W PARKING/ *PIALT AREA 31,730 sf PROPOSED SPOT ELEVATION TEMPORARY SEDIMENT TRAP C'A'po
CONCRETE 980 ef ......
I rv- b, 4
+ REQUIRED LANDSCAPING AREA ze534 of
PROYIDED LANDSCAPING MFEA ZJB3 of
— EXISTING SSMH. PARKING REQUIRED SPACES 62___<= 114 SEATS 318 SPACES)
CONTRACTOR S14ALL ADjusr 22 EMPLOYE , (11 SPACES)
TOP TO MATCH FINISH GRADE DRIVE-IN SERVICE (3 SPACES)
PARKING PROVIDED SPACES STANDARD SPACES �',50)
HANDICAP SI 3)
PROPOSED TOP OF SWALE
RETAINING WALL ELEVATION RUNOFF :DIRECTION
LANDSCAPING w/AREA LSF TEMPORARY SILT FENCE
c I ammo "MCLEARING LIMITS
4Sj__ CURB INLET
PAGE 1 OF 1

Site
c
HANDRAIL REQUIRED WHERE WALL R HANDRAIL REQUIRED WHERE WALL
°vo r HEIGHT 30" OR GREATER M HEIGHT IS 30" OR GREATER
8" 2, #5 CONT. REINF 2"PVC DRAINS ® 4'-0" 12" 2, #5 CONT. REINF
BISHOPS- IN CONC. FILLED IN CONC. FILLED
PARK BOND BEAM BOND BEAM
"
FILL CORES SOLID W/ 2 TYPE I-2 FILL CORES SOLID W/
GROUT ® REINFORCING 00 0 0 0 ° GROUT ® REINFORCING �^ 2 HYPE I-2
" °h°00°°°O°°00 «
#4 ® 24 O.C. 00000Oo00°o00° #6 m o��oo°Qo" oao...
8"x8"x16" CMU i ° ° ° ° ° ° 8 O.C. 00° o 00° a0° ° 0 0
t0 2"PVC DRAINS ® 4'-0" = 12"x12" ° ° o o° ° a Q ° o° ° o
ow COVER W FILTER FABRIC x16" CMU
w / 2"PVC DRAINS ® 4'-0"
= CLOTH SEALED & NAILED COVER W/ FILTER FABRIC CLOTH
TO WALL. SEALED & NAILED TO WALL
R
0
VICINITY MAP
m
100'
R/W
SEE POND AND FOREBAY
SECTION DETAIL (SHEET C2)
DETENTION POND
TOP OF BANK EL. 15.5
FLOOD POOL EL. 13.8
NORMAL POOL EL. 12.5
BOTTOM OF POOL EL 7.5
CLASS "B" NCDOT
EROSION CONTROL STONE
REVISIONS
Description By
New Site SL5
GALV. HORIZ. JT GALV. HORIZ. JT , i i /
w a REINF. 08" O.C. REINF. ®8" O.C. �;1 ti�,�" �\
0 146 `L
#4 ® 12" O.C. 2" TYPE I- #5 0 16" O.C. N o°o / \
GRADE o° �% N F-
;.:.
77, 1 -8«#4 ® 12" O.C. 10c
o OcpO o0 000 0O #4 0 12" O.C. oo0 0 0 � �JL Su` /� ( " a OO OO O OO O O OQ O O Q Op •�� I \ �:r /0
2" CLR 24-7i, 2" CLR c° .� VEGETATIVE SHELF
oop
3" CLR. �. + 3" CLR. 14.-r Z +moo / 0
2" CLR 2" CLR 2" CLR 2" CLR 7.5 � / / \ U A l
_ o V/
3'-4" 6'-0" Lei U 0 f O ^
y[ SC JC 12.5
�% ,� 0
SECTION A -A --- TYPICAL SECTION B-B - TYPICAL 13.5 �, >-a
8" RETAINING W 12" RETAINING WALL SEE OUTLET T C2) STRUCTURE \
15.5 DETAIL (SHEET C2)
NTS NTS
68.2' ry \ Z • rl
� F"+-1 r ,
II SCALE: 1"=20' ___4 m \S w w z
hry CO*
i
I
� III I I I I CLEARING LIMITS
I III �O I04
z
OVERHEAD POWERLINE I ��� 25 EXISTING DITCH CLASSIFIED 2 2� -� \ •� O
D.I.
�o 4
I I1+23 O� +� I ; AS 404 WETLANDS TOP 23.9.'' / `- -� � I
11 } I I INV. 17f2 \ �_ BACKFILL AND COMPACT
C. 1. No. 1 05 / --� - - - �_' _ WITH CLEAN SELECT FILL /1 N
RIM 22.4 �' / S F--•I Fi-1
INV. 14.8�// ± _ 42�-..E.S. _ M 28 xA2'x18" ___ - .-_ �,a ..�.�� ��� �� T F W
INV. 17.0 30 DRAINAGE EASEMENT ��� �j
ENERGY• ISSIATOR i ��04
I II I I - r ti S 44"38'45" �• ,�0� Q• co.
E ti % . 4 O TST No. 3 o
R I 1 u �...... 42« (� o ° 'N ..,TRAP D c' D` _N i « `� 14
42 F.E.S. �
N I �i Id ,►,� 2� -- ` + R o �C---•�••�•W + � ; -�..,or�-•--4 .� , g TRAPEZ01 SWALE INV. 15.0 �' `�� TSF � r**.1
,�` • ^,
� 12 `L � '' ,- / h � \ � �' ^`��`lb- `�'`'�- ��-:` � �4r- s � --«-...T a '�1 • '�� ` � TS
�' SIGHT ANGLE- �__..__ I I d +- T,� "` \ .o \o '- �� �o �4 �� �.` °' __ _ _ -�� ' ' ��- F �6 LEARING LIMITS g ��j
\o xk- -�\` - `�` - - 400.75 ,,�I ry�,,aa
0 8. �'' ��`� +- L� - =� '�`�00 - - - �� 40 LF ` 2" C C R Elt 0 4D .� - '_ - - - �, k I
1-1 r-/ _ � "'-� = `9 RETA1 INCt�b ALL 1 0b 42 E.S. - - �_ ��_✓ !.� p+�l ...,
+-<-_ __ - - --- �' 390 C' + IfVd'. 2 u %2$'EX.1.2'X1$" �. } / - -) F� �--r
_ _,
_ _
r' I 1 _ _ Y
��i' [� `;•' �" � � o '� � Rf.;sY D SSIPATOR\ ,r` + �
+ + +1 - i 123.8 ,�1 9� - 0 0 0 -.`?b \`\ /1
Not
I III MATCH EXIST. I 3 R i wit �� �� �t 1,, = �L ! / -- \ �o
ASPHALT I d / 7 + t STD F ____4 fly '� $ EXISTING 61TCH CLASSIFIED'
III GRADE 25.85t - III' /„ ! 2 ENV. 13.0 �!' \ / /
III I d �'� �� ti 1 I�STAU f�AN T ., PAD Q « + - - ; _ _ 12" F.E.S. AS 404/ WETLANDS [-I
NEW NCDOT II S , . -- ! / do _ � � 18 - 4_ r r� ` e
CONIC. I u' + �. ti / F. EL. 2,J.0 fl_ : INV. 12.5
III TYPE C / _ l
:� � �` � '� h _ �°' • O � -- '` �.0 � � \� ` - 8 x 6 x 12 • � o , I
COMMERCIAL�+ `1,
III ENTRANCE I ,,'° `l�� ? - '�� ( r 1 s ! // •' '�'. -+ ;�"� �,'`�'\ h� ENERGY DISSIPKO� '
50 (RAVELED +`1- + � + �. 8 ri 7
� '� + o
I II
II I
II I
II
II
I II I
I III EXI T
I
EXISTING -
ENTRANCE
II
CONSTRUCTION / �- 4.5 g ti + !1 Cb,�`�C�0� %EP \ 242 1 1 1 t�i \ !. o os � _ \
ENTR.AN e� I TE ID "� ,y'� 1K� (FE %�L __•_ --► I Il I 'b o< c�i 1 - - � > F•� I .--�
1 ^^
111 t • ... •ti o \ � o- . ' �F s� ✓ W W
EXIST. 30" R.C,P. I ( o ,� 79 ! \ / - - �• - _ - �' O
I r 110 1I� �y 1 ! + / 1� r ` �I �o ?A� ��, s S III . " ` 1� 1 2'\ Z d'
EXIST. III ,�� Cp �L'ti' ` 1 ! / ' �`°�!" /-!` i + _ S '�v I I ` / R % \ ` "' O �� w co
CURB INLET 3 f2 I o. 1 / S ti ' :': � O p• 1 � /
1 ! S ? `'S ' "� le. �� `ti' I I l g s' 8S ., 9 � , �.., ,A. fj
ti ' �o� �. - % ' r ti I r I ' -` ,'�
moo. �..,y. / 200 �� �� t> J /� ti �• - \�,`:.. �JK ��ti I I t� ,�'S 1 F `'� `, w
,, � `�' I J �� I
oo { I { 'h V 2.5 + ti / O
II 1 A D.I.�o. 3 ! ! ! / 215 w �' 6 `Lo ti°' 1370 I - ~26. `VO /� j9
:: i:� ,.
II �I ,�3,.M. UM D0 2� BRIM 22.7 r' / /' �,� �� + rl I� ���01L�,6.v rti'�' �\ + 1 I �� T�y�o ! �' ��, rw, `d
I� d „ o 40
INV. 14.4� �"� ` p1 I ���' 1 \ \ Nb W U
I N V. R� C. P. % ?� / ` �O• I� ? SEE DETENTION / tjit �� Z O O
I EV -�{� 00 �• 214 g�cV / / �� + �� �, 1 ^� g , POND PLAN ABO I , o. �� �, 4 o ce)
' '4 �g `1 'L / / c'S `L O I 'y• D� �h r _ s� -, �L ! \ \ 0 .0 -•,,� Cp
II d o IGHT ANGLE n 'L�'' +J o I `� + 'S `1�p4 1 1 + ^� 4- - •�°�' , r
�I■� �, 1 ti --- I _ _ TST t„�3 v� to
I oo\� I _ No. y2, O 1 I a
I I 1 "' + ` ' / / o ____-- - 25 IB d) Ste ack I ,� N�O ` ' 15" F.E.S. Z CO z_
If I z 1 + ti 1 _--_ / '' 11 -�� \ 4j/*.` Gjj� +,1~a' 1S �� " \ `� INV. 10.0 w Z�• �-
I ! 1 _-- 410 2 0 I O`L1 O°� \ 'S y5 RCP I o ^� �i 1 z
- -- F O O O z
d 1 f CLEARING-- r1MIITS - -_ �,' N/f N �f 5 , �� « ?c' r \ S PLO
� �-i 0.
-
I ' / + r (A 0 Q -RR, '' �f,� �� /� ,� / TSF � \ + \ `�V' ~•. ��10UTI U
II i m / { •,._ .__ - 2'°'�`� t %�i.�$ 0 4 �t �g �r,�2� .'r, ?� �, o �'� 11 `' + . 14 8'x6'x 12" _......w .. _ M"'� rn
_ - \ TSF + -ar A ?S`� x r .o .S •� O O lr t` O
ENERGY DISSIPATOR ,--., 5C "
o ^�`lo -- �,�'�. 4 _ -' w `L� ?U• ?`�O `�� \`'o , - ~ - 9 + C.I. No. 3 \r6 NOTE: l? .�
_ _ INSTALL TEMPORARY SEDIMENT E"4 a w
I� +� ��/ ... - �.. -N 50' 38'4848 W o .- 23+�o l + I RIM 21.9
233.51 + ��. I " INV. 13.6 140 LF 8" CONCRETE RETAINING WALL INV � 2.3 TRAP (TST) No. 1 PRIOR TO CLEARING
II o o �^�° + 12 RCP SITE. UTILIZE EXISTING DITCH FOR
11 e,y �11� / � ��� + I jINV. 20.8 TEMPORARY STORMWATER MANAGEMENT
I AND EROSION CONTROL
+ + 20' DRAINAGE
II APPHUVE I N ? EgSEMEN ,
II aa, NORTHMANAGEMENT COMIMSSIOr1TAI
II I DIVISION OF WATER QUALIT` j�� \00lII I II////i
i l I Die M tq�t�.%,
41
II o`° oo SITE DATA p a�_S_wSt2.�t� +� `�•'•: ;
� EXISTING SPOT ELEVATION
SEAL
li+� +`10 +`1� TOTAL AREA 1.7 ACRES C 0.45 AC1.25 RE OFFCT
SITE rtkh 17374
PROPOSED SPOT ELEVATION = i _
_
BUILDING AREA 6,200SF ) PROPOSED TOP OF �j '•.!�GrN.`•�
II ZONING B-1 S.H.O.D. tip•
(: < ''• �
F
PARKING/ ASPHALT AREA 31,730 sf j RETAINING WALL ELEVATION 'i,� GREGO����`\\
COVER ALL SIDES AND BASE OF SWALES *� CONCRETE 980 sf
WITH NORTH AMERICAN GREEN
C125 COCONUT FIBER BLANKET REQUIRED LANDSCAPING AREA 2,538 sf �,y I
- � (180) LANDSCAPING w/AREA
-\ J PROVIDED LANDSCAPING AREA 2,783 sf RMry
TE C I DATE 02-27-98
SEE IN ACCORDANCE \\ cD PARKING REQUIRED SPACES 52-C 114 SEATS (38 SPACES) _ �_ CURB INLET I
WITH GRASSING DETAIL DBE /\,�\,,�\\N z q 22 EMPLOYEES (11 SPACES)
-- DESIGN PGT/SLS
DRIVE-IN SERVICE 3 SPACES
5 a ( E C E I V E.D. ENERGY DISSIPATOR DRAWN MLH
2 �''�'' PROPOSED SITE PLAN I��
`` N PARKING PROVIDED SPACES 53-� STANDARD SPACES (50) IUIo
SEE SITE PLAN FOR INVERT HANDICAP SPAC -S (3) u u D
SCALE: 1 "= 20' li 11 MAY U 4 1998 TST
TYPICAL CONCRETE a o TEMPORARY SEDIMENT TRAP
TYPICAL GRASS SWALE STEP SECTION PROJ # Q � Z3Cv-- • --- SWALE
NTS -+�- --sw RUNOFF DIRECTION ITT r
c 1
NTS u- TF - TEMPORARY SILT FENCE MAY 0 4 19 ,gi SHEET 1 OF 2
- - - - CLEARING LIMITS 97130

NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
PLAN
VR M.IH H� LG S& COVER
COW 38 is.
MORTACRE SEEAL
M,H. "STEPS
1 -0 OC
CONC. M.H.
BLOCK
PRECAST 4" RISER RING
CPgREECAST M.H..EUNITS WITH
DOT APPROVED STEPS 0 12" OC
1 " MANH LE DIAM E _
w 8 E HAN HE g"
LARGEST PIPE
1LJ
a FORM FLOW CHAN E
IY
co�:r
3'-3" MIN. _3'-1 AAA" MIN.
PRECAST MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NTS
RADIUS 3'-0" PROPOSED PAVEMENT
0'-6"L ^.. 2"
THIS PORTION OF DRIVEWAY
PAVEMENT TO BE BUILT ONLY
AT LOCATIONS AS DIRECTED
BY THE ENGINEER SECTION C-C
THIS PORTION OF DRIVEWAY PAVEMENT
TO BE BUILT ONLY AT LOCATIONS
AS DIRECTED BY THE ENGINEER
jWIDTH OF PROPOSED OR ,- C 7
TERMINATING POINT FOR
PROPOSED DRIVEWAY
RADIUS 3&GUTTER
RADIUS Y-0"
AREA AREA CURB
GUTTER
1 /2" EXPANSION
JOINT
C 1 /2" EXPANSION
JOINT
V-6" x 1'-O" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
x
00
TO READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL.
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS.--
!
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "VAN ACCESSIBLE".
r
BOLT TO WD. POST WITH 3/8" CANDIUM
o
PLATED NUTS, BOLTS & WASHERS
9" x 1'-O" x .080 STD ALUM. SIGN
z
TO READ MAXIMUM PENALTY $100, 00
r. 12" -� GS 20-37.6". BOLT TO WD. POST
WITH 3 8" CANDIUM PLATED
CDLQRS NUTS, BOLTS & WASHERS.
LEGEND AND BORDER - GREEN FINISHED
WHITE SYMBOL ON BLUE BACKGROUND PRESSURE TREATED 4"x4" POST. GRADE
BACKGROUND - WHITE -
1-1 /2"R(TYP) 1-1 /2"R(TYP)
z 7EE
MAXIMUM
NA
VANPE LTY
00 3/8"(TYP) °' ACCESSIBLE " 1-II1=III-
3/8 (TYP) I I I=I I I=I 111 11-I 11-� � I
I_ 12 _ I 12
LEGEND AND BORDER - GREEN LEGEND AND BORDER - GREEN - I =II U I -III
BACKGROUND - WHITE BACKGROUND - WHITE =III=I I I=1=I I 1
TYPICAL HANDICAPPED SIGN DETAIL
NTS
WHERE RUNOFF IS
DIRECTED
"
2,-0"
LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF SITE WORK NOTES
AWAY FROM CURB,
SHALL SLOPE AWAY
GUTTER
AS SHOWN
2 -0
1
1 1 /2„ R
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
V-6" 6" /2"R
1'-6" 6"
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND
CLASS A CONC.
3"R CLASS
A CONC.
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
ASPHALT
'.
LISTED IN SECTION 67-1.
ASPHALT
SLOPE
a " 'Q • '
3 R ;
SLOPE
- ► 3 R , •�
(1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR
•
I
�:
o
I
ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES
!Z
• w
• •a
�
a
rl ••
a w
n • a
1 /8"F��.
OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
a
.. ta?
7
.
�.. • a'tp
VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
w
ACCORDANCE WITH SECTION 67-8.
N
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED
DRAINAGE
AWAY FROM CURB
DRAINAGE
TOWARD CURB
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS.
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP
TYPICAL QURB
SECTION
EIGHT FEET IN WIDTH SHALL BE REQUIRED ALONG
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED
NTS
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF AT A
SEE PLAN MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY
CONC. BLOCK WIRE ';GREENEIGHTEEN BUFFER STRIP ISOREQUIRED IN�ACCORDANCE WITH A
N%, I CURB INLET
57-4. THAN THE TEN FOOT WIDTH MAY BE
71,/" INCLUDED SECTION SAS PART OF THE BUFFER STRIP. (4/2/90)
SEE PLAN
(B) PARKING LOT INTERIORS INTERIOR
REVISIONS
ate Description By
R1 REVISED TST SLS
19 98 TABLE
R2STORMWATER
. 1/Ae SLS
LANCSCAPING 1�
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
FILTER FABRIC PARKING LOT PERIMETERS. INTERIOR LANDSCAPING
(MIRAFI 100 X OR SHALL BE PROVIDED EQUAL TO 8X OF THE TOTAL AREA TO APPROPRIATE PERSONNEL. --��
APPROVED EQUAL) BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER c
SECTION A -A GRAVEL VEHICULAR USE OF PEDESTRIAN USE. INTERIOR BY THE OWNER.
FILTER WIRE SCREEN LANDSCAPING SHALL BE IN THE FORM OF PLANTING
CONC. BLOCK GRAVEL FILTER ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE
ENERGY DISSIPATOR DETAIL PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO PRIOR TO INSTALLATION.
NTS WIRE SCREEN HORIZONTAL DIMENSION OF LESS THAN TWELVE 1121
x
0
m
Mw
0
U
0
y w
mZ
Z
NCDOT STD. NO. 2"
840.15.0 OR
APPROVED EQUAL
GROU
T-
PRE -CAST CONC.
FLOW --- �
co -
3000 PSI CONC. :4
SEE PLAN FOR PIPE
ORIENTATION & SIZES
OVERFLOW FILTERED WA+1ER OVERF�pyy
RUNOFF WATER FILTERED WATER
FEET, (4/2/90) EACH ISLAND SHALL HAVE NO LESS
w/SEDIMENT THAN ONE PLANTED OR EXISTING TREE PER ISLAND WITH
RUNOFF WATER _ - APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL AT FINAL GRADE.
w/SEDIMENT mm rrr al�l�l - T T BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
• FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
DROP INL-_T w/GRATE SEDIMENT BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
SEDIMENT WIRE SCREEN CURB INLET FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
2x4 WD STUD YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
SPECIFIC APPLICATION SPECIFIC APPLICATION DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
THIS METHOD OF INLET PROTECTION I TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS A17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
EXPECTED AND WHERE AN OVERFLOWW CAPACITY OVERFLOW CAPABILITY IS NECESSARY TO APPLICABLE AT CURB INLETS WHERE AN MAINTENANCE ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
IS NECESSARY TO PREVENT EXCESSIVE PR E T (1) ALL EXISTING VEGETATION THAT IS USED TO MEET S 0
FRAME AND GRATE
EV N EXCESSIVE PONDING IN FRONT
PONDING AROUND STRUCTURE OF STRUCTURE
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING
18.
L PED TO DRAIN AWAY FROM BUILDINGS Al ALL TIMES.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III
' 1
DEWEY BROS. MODEL
CH-BN-2001 OR EQUAL
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE
WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
EROSION CQM,,ROL AROUND INUTS
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF
THE DEVELOPMENT. (3/9/88)
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
ASPHALT
PAVEMENT
NTS
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
ELEV. VARIESF711
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL
NIGHT REFLECTING.
r
id I
VARIES 10' MAX. MIN. 12-1L2 GA.
BE KEPT FREE OF UTTER AND ADVERTISING.
2.
21.
DUCTILE IRON SHALL BE CLASS 51.
CONCRETE FOR WALKS CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
NOTES:
1. SIDEWALK THICKNESS 5H L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.� SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6 AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1 /2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURESAND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# bLDG. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
50' MAX. SPACING
CURB
L.--t
(trY�1 . l
< !N
J.
PLAN
BLDG.-STRUCTURE
1/8"R TOOLED
JOINT 1/4Mx1" DEEP w/AN
1 /8 R TOOLED JOINT
1 /2" EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
NTS
AS
DIR. BY ENG.
INTERNEDIA E WIRES
7
STEEL OR WOOD POST
WIRE FABRIC
a
v
FILTER FABRIC
I
w
�
w
0
�-
ANCHOR FABRIC SKIRT
0to I I
AS DIRECTED BY ENGINEER
3: a
u
u
NOTES:
1.
FENCE FABRIC SHALL BE .,k MIN. OF 32"
IN WIDTH AND
SHALL HAVE A MIN. OF
SI:� LINE WIRES WITH 12" STAY SPACING.
2.
FABRIC SHALL BE FOR
EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC
SHALL BE FASTENED ADEQUATELY
TO THE WIRE FABRIC AS ;`IRECTED BY THE ENGINEER.
3.
STEEL POST SHALL BE
5'•-0" IN HEIGHT
AND BE OF THE
SELF -FASTENER STEEL„tia,l_F
TYPE.
4,
WOOD POST SHALL BE
A hN&4. OF 6' IN
HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL
BE FASTENED
T01 WOODEN
2 ODE NGPOST WITH
N.0 LESS THAN
#9 WIRE STAOLE
TEMPORARY
NTS
SILT
FENCE
4'-0 „
GRASSING DETAIL
SEEDING MIXTURE
,SPECIES RATE (Iblb/acn)
PENSSACOLA BANIAQUSS 50
COMMON 1LESPEDEZA 0
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPENIA NCE IS DESIRED, OMIT SERICEA.
2. USE COMMON BERUDAQRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BE-
COME A PEST. BERMUDKi M MAY BE REPLACED WITH 5 Ib/aan CENTPEDWRASS.
SEEDING DATES
APRIL 1 - JULY 15
SOIL AMENDMENTS
APPLY LINE An FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 1000 Ib/acre
C9--YJW AGRICULTURE LNESTOIE MC !00 Ci/acre 10-10-10 FERT1L2M
MULCH
APPLY 4.000 Ib mm GRAIN STRAVOR EQUIVALENT COVER OF ANOTHER SUrrME
MULCH. ANCHOR BY TACKING WITH ASPHALT, ROVING, OR NETTNNC OR BY CRIMPING
WRAP A MULCH ANCHORING TOOL A DW NTH BLADES SET NEARLY STIVXXT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTILIZE THE FOLLOWING APRIL WfTH 50 lb/am NITROGEN. REPEAT AS GROWTH
REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
DESIRED, OMIT SERICEA " MOW AS OFTEN AS NEEDED.
-0- 0-0'0-0-0-°-°-°-°-°-°=
COARSE AGGREGATE ,
1=1 11=::1 11=1 11=1 11=1 11=1 11=
L- 3" IAIN. COMPACTED STONE TEMPORARY GRAVELLED
CONCRETE I 1 1" I.D. CONSTRUCTION ENTRANCE
STEEL PIPE NTS
NTS
BANK
EL. 15.5
(FLOOD POOL EL. 13.8
1�
SPILLWAY
Q''L
3
EL. 12.5 1
1 \\
NORMAL POOL
NORMAL POOL EL. 12.5
EL. 12,5
_ _3
1
1
EL. 11.5
3
L
FOREBAY
6
BOTTOM
EL. 10.0
VEGETATIVE
MAIN POOL
SHELF
1
6"
3
BOTTOM EL. 7.5
-1 rLb: iIx
•
a
E
Aa I
a
FLOW-
PLAN
SUMP
GAL, BAR GRATING - 1" x 1/8" BEARING BARS. FASTEN WITH BOTTOM
TYPI J CUPS. ATTACH TO 1-1/4- x 1-1/4 0 x1 /4" GALVANIZED ATTACH GALVANIZED WIRE
ANGIE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. CLOTH OR SMALL DIAMETE
TOP OF BANK 3 ORIFICE (8 MESH .020 WIRE
EL 1:.5 1 EL. 13.8 EMERGENCY
SPILLWAY (�Z
EL 15.0
NTS
15" RCj
1 INN. 12.5 NORMAL POOL EL. 12.5
INV. 12.0
12.0 3 C
1 .I
-�• �6"� 4'-0"
BOTTOM E.L. 7.5
SECTION A - A -
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
^
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
d
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
O
23.
PAID FOR BY THE CONTRACTOR,
SEE GEOTECHNICAL REPORT NO- DATED
O
---------, -------- BY - -------
------ FOR ADDTIONAL REQUIREMENTS.
CONSTRUCTION SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET
(1 VERTICAL TO 3 HORIZONTAL).
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
~J-
3.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED
TO ALLOW PROPER
4.
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
IF APPLICABLE,
^ \
INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
1L/
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
5.
INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK
DAMS, ETC.
;NSTA.LL ALL EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
�,
6.
7.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
ALL DISTURBED AREAS
4
SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
8.
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
MORE STRINGENT
F�
MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
1 U.
PLAN PROVE TO BE LESS EFFECTIVE.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON
COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
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�A N �� 0 �rn
I 1 �- SPILLWAY i.. 4 Lo ICI (�
�1 � A
~�- UNDISTURBED
CHANNEL BOTTOM
CROSS SECTION
TEMPORARY SEDIMENT TRAP TABLE
N0.
DISTURBED
AREA (Ac)
ID
ow
aU. fNk.
LENGTH
(FT)
WIDTH
(FT)
DEPTH
(F
RO IDEED
a. f!.
1
1.7
3,060
70
15
3
3,150
2
0.2
1 360
1 20
12
1 2
1 480
3
0.15
1 270
15
12_1
2
1 360
2" TYPE 1-2 (NCDOT)
8" ABC STONE (NCDOT)
STONE SECTION A -A
NOTES:
NOTE: PAVEMENT SECTION MAY VARY
QSPII fNDINCS UPON FIEL� CONDITIONS.
` N ACT R SHALL
I
C ORDINATE
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
w/OWNER
& GEOTECHNICAL
SUMP SECONDLY.
ENGINEER
TO DETERMINE
2. SEDIMENT TRAP HEIGH`,' TO BOTTOM OF SPILLWAY
ACTUAL PAVEMENT SECTION.
WILL BE NO LESS THAN TWO FEET.
3. SPILLWAY DEPTH SHALI_ BE ONE FOOT.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
PAVEMENT
MEASURED PERPENDICULARLY FROM THE FACE
SECTION
OF THE LARGE STONE.
5 SUMP DIMENSIONS 'zw-1 O ALLOW FOR A
NTS
MINIMUM CF
900 CF OF SEDIMENT STORAGE.
6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPOR�� _SEDIMENT T P DETAIL
NTS
;'y 4
\\��111111111A///
N �O
40
SEAL
17374
s
lllll
DATE 02-19-98
DESIGN PGT/SLS
DRAWN WH/SLS
C 2
SHEET 1 OF 2
97130