SW8990839_APPROVED PLANS_20000111

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 a 0 8 3 c
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2c? 0 0 01 11
YYYYMMDD

REVISIONS
Description I By
Cut-off
yy Road
cip
�a. • v �Coeal
aroort Q' 3F N s
EIP .es Ba ►3ite
k o
'I
v;0 I \
Southport
11.76 Oak-� �c0os v er...
f�<
R!
I Island
n/f Town of
Yaupon Beach yiwwtx &R
1za2
LNTS
43 x u.ez �C' g \ 12,36 LIMITS OF DISTURBANCE
�' 1 + -���`�\ TEMPORARY DIVERSION SWALE
I ` OZZ. \ X11!JI 6" CONCRETE EXTRUDED CURB a
I. s 1BX12.5'x29' t, x 1z.ty1 r tx O
/ I I I I I --F--T---F =T-=�L� SPACES �ti' Bldg. M 1"'. CONCRET� g `� _ ` \ 0. �O FILL AREA TO PROVIDE 3:1 SLOPE a
12
x 12.32 SLAB ;IN,
I I I I I I I I I I • _ _ _ _ _ _ _ _ _ _ _ _ _ - _ \ AND BE SEEDED WITHIN 15 DAYS E
1 gse•,,, 1-�
18 t7 16 15 13 12 11 10 9 8 7 6 5 4 3 2 1 ` X9. (2) CURB INLETS NO.2 z
I I I I I I I I I I I I I I I I I I I I I I I $ RIM 11.2 O
_t _ _t FIT--III-I-4C EV Ot�= t2.St_ _t_t_�_ '� I I I I I I I I I 1""I I I g I y 8,2 U ,� Z
_ _ _ _ _ _ _ _ 17 _ _ _ _ -4-4 _ 1 2 3 4 5 6 7 8 9 10 11 1 13 14 _ _ _ _ - (BOTT M ELEV. = 5.0)
I I I I. 1 1 i 1 1 1 1 1 1 1 I 1 1 f I � 12.ITINISI]ED FOCIR E�EVA�IONI - �2.oC I I x1 91 1 xa'3g ► Z 1-.4 ram,
I- I I I I 1- I 1 I I
LF
181 171 16151 113I 121 111101 9 1 8 1 7 1 6 1 5 1x4.,73 1 2 I 1 I I I I I I I I I I I I I I 115 11 117 It8 Its Ito \ p T p
/ w •1+ W W \ �/1
!� 18X12.5 x29' X 1282 !
r 51' ! .9 5'x2. OJ x / pi1.12WW WW WW WW Wv WW ` WW W a y�\ ON� 14X12.5x6X1 9
SPACES Bldg. wKw Bldg. SAZQ
U
SPACES OP ET NO. 3
RM;O
x^•� I X 12.44 ro r1' 1
INV. 8 ` % 12,00 I i 9 Iit
00
u��+
NIP
� DATA
Z�AQ
w�
O9A
310 LF 24" CORRIGATED PLASTIC PIPE ® 0.15% % BACKFLL 3:1 SLOPE WITH
2. % 1292 x 1292 CLEAN, CWOMP46TE6 TOSOILW
STONE ACCESS
OI S1I`ABLEWI1I4 SOb AND z
20X12.5'x4l'� w X IV,e3 2X12.5'x41' a 3 *INSTALL PERMANENTBldg. wI Bldg.� W IRRIGAT40N SYSTEMSPACESPACES 9.04 aI SITE
CON SRETE /. CRESt TOTAL AREA
31 MARSH AREA 1.AZ201 191 181 171 161 151 1 131421111 101 9 1 8 1 7 1 6 1 5 I1I 4 1 2 1 1 1 1 2 1 3 14 1 5 16 17 19�% 110 111 112 113 114 115 I 11 I18 I9 I2b 121;122 1ffi5 LE 24RCR ®JJ.%WETLAND AREA 0.2 ACREStn/f I I I I II1-0- 1 1 1'1 1 �I I F�NISAED iLOdR ELEAnONI = h2.01 1 I 1 1 I ONT'FLO� = .
Harry D. Sell o1 1 1 1 1 11 1 1 1 1 1
ZONING C-LD
L L 1 1 1 J J J I L L L L L 1 1 1 J J BUILDING AREA 128 864 SF O U
LIMITS OF DISTURBANCE
_ 1 _ _ W W W J• W W W 4+ W W W W J+ W V
x 17 - - - PARKING SPACES REQUIRED 3 Z'
PROPOSED C•QNTOJJRS,� W W W W W I 0-4 W x
r- T T {. T T 7 J I L 1- T T T T 7 J x 1 5 r r T T T i f J J I L L r r T T T 7 1 ,1 y PARKING SPACES PROVIDED 3
e I 1 1 91e 20 Lf 15 LEVEL SPREADER I ASPHALT AREA 174,924 SF
I I I I I I I I 1 I I I L I I I I I I in, 1' 1 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 1 r I I y W W 4 J 4 CONCRETE AREA 4,090 SF E U
m 20 119 118 117 1161 15 ( 113 112 11 1 1 10 1 9 18 1 7 1 6 1 5 1 4 13 1 2 1 1 (TMP) 1 2 1 3 1 4 5 16 1 7 1 8 19 110 11 1 11. 113 114 115 I I a 7 118 119 120 1 21 122 �f�% ' 50i VEGETATED MTER y r y r W +�.r
�_ x 65 Ix 1� I I I I I I I I I I I I I I I I 1 1 I '] W y 6'X6' I'D. CONCRETE STRUCTURE
I� W ,RIM 41.2 W W_ W W W W W N `.J z
ro ! ! x 12.95 ! ! 0 0 y y INV. 8.Q .1. y y �• .�. .i. y { W
!2 20X12.5 x4l' ?� r r ID !9 w 22X12.5 x41 `�• \1• SBOTZOM €LEVY y5.0) IM W O
>t SPACES Bldg. G DROP INLET NO. 2BIdg. le SPACES 6" CONCRETE �XTRUDED CURB ° 36"WFESW(TO \VEGETATE9 FILTER) y y v W y W W h General Notes: � E-4
m q o• x 13.26 i//
RIM 11.0 X 11.41 y� 4.05 W/10'X20'X-18" •E.D. INV. 6.0 j tt•' �ti INV. 8 �50 1 1 x y y �H X y 1. Brunswick County Parcel No.:
_ic10 _ ` '` - -- 15 LF 36" RCP 69.9% Tax Map 221 /Parcel D-1 "
o v -� STONE ACCESS 310 LF 24" CORRIGATED PLASTIC PIPE ®0.1 % 1 JRV �5 - W W W W W W W W U
o u u10 a ' / x 12.39 1� 1\ r �4.47 i29W1 W (OW NWIMOMW) estFILLSLOPE W W W W •1+ W J• W WW W W y
J+ vI I 2. Total Tract Area: 10.77 Ac.t
to°N 13.a1 0LF36" iCPOb% "f0 I�FILTNTION POND) '^�
a 22X12.7x41' 18X12.5'x41' . Zoning District: C-LD
tiS SPACES t% Bldg' rEr 3.63 BId • SPACES Southeast Brunswick Sanitary Distct36",FES. 00-t
� h
v ' !� 0 aao
X 13.34 �II�V10X�18X1
4. A portion of this tract is located in a
ONJRET 0 69 100-year flood boundary as indicated by:04z° I I I I I i I- I I; I I I I I I I I I I I 50LF IMBER RINIdG �LL
22 1 21120 1 191 181 171 16SLAB 1 1 2 1 3 1 4 1 5 16 17 1 8 1 9 110 1111IP113 114 115 1 11 ,118n/f FEMA Map 370294 0380E
N TOP OF WALL 11.5 Doted:April 2, 1991F{NI E LO R E EV ION_ ll2.5 NIS ED �R dEV TION - II12.0 60TTC+M Ot WAIB Tof "
L_L_L_L_1_1wnoZone A Base Flood Undetermined �1v-j1
-t,Fdy41
4.72 3:1 ,(MINIMUM,) . W .,, y W � Yaupon Beach 3� 0 FILL SCOPE 0
-r-r--T-T-T-�-, I
.� �. .� .� .�
I I I I I I I I I I I I I I I I I I I I I 13.35I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 w W W W W y W Z O ,.off
22I 21 120� 19I 18I 17I 16I 151- 113I 12I 11I 101 9 Ix a.a� 7 1 6 1 5 1 4 1 3 1 2 1 1 1 1 2 13 1 4 5 1 6 17 1 8 19 I10 I11 I12 I13 I14 I15 I �17 I1B L W W W 3 F�1 f- � O 0
5' ,WIDE �BERtA +> �4 to Lo V
4.10 BAEKFILL 3:1 SLOPE WITH W O I I a
ELEA01, COMPACTED.XTOPSOIL,T' Z 'rZ, co co i
!2 !2 !! 18X12.5'x41' !! I �C5 ' : W W STABLE,.WITH,. SOQ, ANQ IM r , ^� Co c w
!c' 22X12.5'x41' R ■ w sr •g w w •19 " • ST L P RM EN NOTE 1+1 I w
v Bldg.0 Bldg.D SPACES I 160 LF 24 CCP W 91 y z
SPACES DROP INLET NO. 1 6' CONCRETE EXTRUDED CURB RRIGATIO SY EM +-> �"
RIM 11.0 I ® 0.1 % + 4 y X X X 2 ALL ROOF DRAINAGE SHALL BE DIRECTED � O O O W
,��_ -i -_ L INV. 8#3 x 1`3l4 1 �h -' W W W W y TO INFILTRATION POND a W 0) '_4 a
_ X Stormwater 18"-DIA 4-EVEk SPR x 155 LF. W 6
I x 12 9 STONE ACCESS 262 LF 24" CORRIGATED PLASTIC PIPE 0 0.15% �'i Infiltration ,r ........ IN+V..7=��p'��� 7.25, W �,l 44
1 x 13.93 I Pond , , y.,.,.,. •.•�E w / L n% �, ,�,
INS, L 1 2' OF 18" �ORRAGATED w O T
x lzas 1968 S.F. 2X15'x4l' 7 • i'''. P ALONG LENG H W INFILTRATION POND O � �
24 X 12'x36' p w w p 4j OFFICE/ ! WORK 4 w w 12X12.5'x41 ! UNI
. s �Lk ' SPACES ti' Bldg. A ^rL• ! ` CLUBHOUSE�,g BAYS 6\' SPACES 29'.;;,.'''''•'' W w I d' 01. [� V
o00 23'(R2 11k� INLETS f�0.1 2 APPROVED LEGMD
I' O o00 3 `,'.`. APPROVED
Rik x6.ta EXISTING CONTOUR Q
2412,31221 21 1 20 1 191 181 171 161 151441 131 121 111 101 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 / OJ II 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 1 12 00 IN 8.2 41z. « .a7 NORTH CA MANAGEMENT
ENVIRONMENTAL
I 1 1 I' I I I 1 FINISHEb F110 RI ELI#VATIINJ J= 11.5 1 1 1 1 1 1 1 1 x 4AV ? 1 2 IIINISAED 1PLObR dLEVATIOIJ = 112.d I 1 - 000 ) ,' '`',•,',' '`•`'`• '`'`i DvSION OF WACOMMISSION
ER QUA I Y EGF3 EXISTING SPOT ELEVATION
( z� ___ �_ I I I I I I I I '_:'::`; ::::+ Da ,^��� N
SECURITY 0 eo
- - 000 1 7q . t• I I �AN Z(X7O1di PROPOSED SPOT ELEVATION
- - - - - - - - - - - - - - - - - - - - - - - - - ck- - -♦� �O0 y _ i?S . p6 .',' C x4.62 Stwmwsur Permit No SW � � �S � 3`� DROP INLET w/INLET PROTECTION ` ,q�
Nu�uuu
5' BLDG. SETBACK 25' Front Bldg. Setback 1 -- .`.'..'.... \`\
9•
% 13.09 ? ' : I �- MWATER RUNOFF DIRECTION
1 _ X .'.'.'.' NIP STOR �t'1 ,
x.s�......+:.' SWALE `\
r N 03'4712" W� 4.2�yp 8°'.16' - - / !rim xx
v, S 3,051 12.97 xB.V S E A L
9.03 LIMITS OF DISTURBANCE = U Q
Edge of Existing Paveme 1a.76 4.15 q, -14.31 4 13.46 12.W ILOI - 10.10 9.65 9.69 9.68 s4 _ S 17374 1
149� 1 - X - X - TEMPORARY SILT FENCE ' < '••
0.3 Miles To Lonq Beach Rd. Fish Factory Road / S.R. 1101 xus6 (60' Public R/W) ; 0.7 Miles to Dead End _ %�jA•S�GItJE AZ
Edge of Existing Pavement X9ze Is1 3 LANDSCAPING w/AREA
48 (175 ''i, GREG�I
BOTTOM ELEV.=10.2 D a noae
o.ao �u{vert CONCRETE AREA .
WETLAND AREA DATE 12-09-99
PROPOSED INFILTRATION POND DESIGN PGT
MATCH EXISTING ASPHALT GRADE (14.35t) TB 11.5 DRAWN MLV/JK
LIMITS OF DISTURBANCE 50' GRAVEL CONSTRUCTION (NO DRIVEWAY PIPE PROPOSED) FP 11.0 C I V E
11 " ' PERMANENT IRRIGATION
SLOPE WITH SOD AND
ENTRANCE / BOTTOM 8.0 PE
J E E
20'X40'X18" CLASS B 40' EMERGENCY SPILLWAY
NCDOT RIP RAP E.D.
SPILLWAY ELEV. = 11.0
I4 TOP OF BANK = 11.5
POND SURFACE AREA
ELEVATION
SF
8.0
13211
9.0
14,678
10.0
16.202
11.0
17,784
DEC 10 1999 �L DArE Pxt.v t;D C 1
PROS# �0�327 DEC 0'/ 1999 1
SHEET 1OF 2
99076

T
PLAN
1 8"
JT.
111=111-\III Flair
6x6-10/10 W.W.M J `COMPACTED ,
SUBGRADE _
SECTION ul-�
CONCRETE SIDEWALK CONTROL JOINT
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DE1
3/8" AIRCRAFT 6r„
CABLE, CONT.
ASPHALT-1
##4 REBAR
5'-0" O.C. x 12"
EXTRUDED CURB
NTS
2" TYPE I-2 (NCDOT)
/- 8" ABC STONE (NCDOT)
36' OUTFLOW TO
CYO INFILTRARON
)LED
2.4_ IN FLOW
INV.
CONIC.
ON OUTLET
ELEV. 11.7
24" IN FLOW
SDMH RING AND COVER
_ ELEV. 12.0
ELEV. 11.0
36" TO OUTFALL
TRUCTURE
STEEL OR WOOD POST
o
WIRE FABRIC
-FILTER FABRIC
MIN. 12-1/2 GA
/INTERMEDIATE WIRES
•.')' I�. I T.
�
r
I
I I ANCHOR
CHR FABRIC SKIRT
c
6
AENGINEER
NOTES:--
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIQTH AND
SHALL HAVE A MIN. OF SIX LINE WARES 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 DIRECTED BY THE
ENGINEER.
3. STEEL.. POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND N
TO 4' IN DIAMETER. WARE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /9 WIRE STAOLE
1 1/2" LONG m
TEMPORARY SILT FENCE I _
NITS s
11.5 1 U
TOP OF BANK
,
DR PIPE _-J I
I I I I
I VEGETATED (� i I -- CASTING (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FORREPRESENTATIVE TO COORDINATE REMOVAL. OF ANY SOFT AREAS. --
FILTER) 7 NOTE: USE DEWEY BROS. ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES 5. DISPOSAL: CLEARED. GRUBBEC', STRIPPED OR OTHER WASTE MATERIAL SHALL BE --
CH-BN 3A FOR CATCH OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
BASINS AND CH-BTU-47 VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
I I FOR YARD INLETS
G PLAN MAY NOT REPRESENT A BALANCED
ELEV. 5.0
MX BASE EMENDS INTO
EXISTING NATURAL GROUND
AIL
CONC. CO
CONC.
BRICK
a
F
1n
SWrM A - A APPROVEbf)EQUA
ENERGY DISSIPATOR
2X4 WOOD
II
U
3000 PSI
I
I - I
-------J
PLAN
COLLAR--\ 1 _0. ASPHALT PAVEMENT
ELEV. VARIES
„ 2' 0"
'ONRY w
- - I
e }
)NC. ; 4 LED
NOTE:
DROP INLET TO HAVE SAND
TRAP DROP FOOTING 12 &
SECTION LEAVE OPENING AS SHOWN
DROP INLET DETAIL
NTS
WOOD OR STEEL STAKE -
FABRIC -
U
z SEDIMENT
BURIED FABRIC S
AS DIRECTED BY
NOTE: PAVEMENT SECTION MAY VARY
J
2X4 WOOD FRAME
WOOD OR
DEPENDING UPON FIELD CONDITIONS.
STEEL STAKE
CONTRACTOR SHALL COORDINATE
INLET
BURIED FABRIC SKIRT
W/OWNER & GEOTECHNICAL
6
4
yII I� r-wROPP
GRATE="
ENGINEER TO DETERMINE
I
ACTUAL PAVEMENT SECTION.
11.5
Vjr' I
PAVEMENT SECTION
- 11.0
8.0
BOTTOM OF POND
_
NITS
GATMEES
SPRING -SUMMER
EMERGENCY SPILLWAY DETAIL
AEETXX CORNERS
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
SPECIES RATE (Ib/acrs)
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
PENSACOLA BIWAGRASS 50
(50 LB/ I INCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
SE'RICEA LSPEDEIA 30
COMON DAGRASS 100
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARYGER
6' KFILL THE ENCHPLACE THE BOTrOM 2WITH AT INCHES OL.EAST 4 NICHES F THE FABRIC IN
CRUSHED STONE
MMBA
TALL FESCUE 50
LATE WINTER & EARLY SPRING GRASSING DETAIL
SEDIMENT POOL BURLAP MAY BE USED FOR SHORT-TERM
APPLICATIONS. IT MUST BE REPLACED EVERY 80 DAYS.
OR 12 INCHES OF COMPACTED SOIL
SEEDING NOTES
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST BE
1. WHERE A NEAT MPEARRIGE IS DESIRED. SEROFA
SEEDING MIXTURE
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT
OVERLAPPED TO THE NEXT STAKE
AT
2 USE COMMON BERUDAf:R/dS ONLY ON ISOLATED SPIES ADHERE IT CANNOT BE-
COME A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 ID/acre (2NtPE1DE17M65.
��.6dEe5. RATE !Ib/aMxe)
METAI. WITH A MINIMUM LENGTH OF 3 FT.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUA
FROM THE DROP INLET TO KEEP RUNOFF FROM
ELEVATION DHEINL
Rye (grain) 120
Annual Iespedezo (Kobe in
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
A MAXIMUM OF 3 FT MART, AND SECURELY DRIVE THEM INTO
BYPASSING THE INLET. IT MAY BE THE NECESSARY TU BUILD A TEMPORARY
T.
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE
SEEDING DATES
Piedmont and Coastal Plain,
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
Korean in Mountains) 50
APRIL 1 - JULY 15
Omit annual IespedeZa when duration of temporary cover to not to extend
beyond June.
TEMPORARY
FABRIC
DROP
INLET
EROSION .CONTROL
SOIL AMENDMENTS SEEDING DATES: NTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 3D00 ro/ace Mountains - Above 2500 & Feb. 15-May 15
GROUND AGRICULTURE UIIE'STONE AND 5DO 11 10-10-10 FERIItIIER. Below 2500 ft: Feb. 1-May 1
Piedmont - Jan. 1-May 1
Coastal Plan - Dec. 1-Apr. 15SUR
MULCH SOIL AMENDMENTS - ��� oifai
APPLY 4,00 lb/acre GRAN STRAWOR EWNN.FNr COVER OF ANUM SWMBIE
Follow recommendations,and75 of Boll tomb or 10 f 2,000 Ib/acro ground agrlcA- '
MULCH. fW TACKING WITH ASPHALT, ROVING OR NLT EAR OR R CRIMPING taro, Rmestom and 750 Ib/ocro 10-10-10 fertilizer. ' � I_ S�OA-
UWITH SEDi6 MA�iA.CH'NICraRNGToa�-DISK WITH STAPES SET HFJJtLr smNCIR CAN BE
MULCH ---
MAINTENANCE APPLY 4,ODO LB/ACRE STRAW. ANCHOR STRAW BY TAKING WITH ASPHALT. NETING,
OR A MULCH NVCHORINC TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAI BE
RFFFRrUZE THE FOLLOWING APRIL WITH 50 lb/ocre, NITROGEN, REPEAT GROWTH USED AS A MULCH ANCHORING TOOL
REQUIRES. MAY BE LAI MO ONCE A AI DltmTEMPORARY GRASS SWALE
FSl, OMIT ND Mow As OFTEN
As NEEDED. MAINTENANCE
NTS
FALL -WINTER
PERMANENT GRASSING DETAIL
RefeMNize If growth is not fully adequate. Reseed, referNBze and mulch ,n-
msaktey following erosion or other damage.
TEMPORARY SUMMER GRASSING DETAIL
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
RATE fib/acre)
'
SEEDING MIXTURE
SEEDING MIXTURE
TAIL FESCUE( BLEND RI Two OR
THREE IMPROVEDVARIEIES) 200
25
SPMES RATE (Bt/ales)
GDLLW MILLET 40
SPEOM RATE (Ib/oars)
Rye (grain) 120
RYE (GRAM)
SEEDING DATES
IN THE PIEDMONT AND MOUNTAINS, A SMAIL-SIEMIED SUDNNGR,55 MAY BE
sNBSnnNTED AT A RARE OF ao LB/AM
SEEDING NOTES
JANUARY - APRIL
AUGUST - DECEMBER
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
SOIL AMENDMENTS
MAY 15-AUG. 15
MOUNTAINS - N
APPLY LINE AND FERTIRER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5.000 lb/Sere
PIEDMONT - MAY 1-ADG. 15
COASTAL PLAIN - APR. 15-AM 15
SOiL AMENDMENTS
GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SHAY SOILS) NA
1,000 lb/acre 10-10-10 FERFIIRdL
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1.000 LB/ACRE 10-10-10 FORTLIZER.
MULCH
FOLLOW RECOL/ESOAKMS OF 90L TESTS OR APPLY ZOOD LB/ACRE GROUND AGRXIL
TURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER,
MULCH
APPLY 4.000 Ib ac 1 GRAN STRAW OR EQUIVALENT COVER OF A401HM SUITABLE
MULCH. ANCHOR STRAW BY TAOIUG 1W1111 ASPHALT. ROVING. OR NLTTND OR BY CRIMP-
CM
APPLY 4,0 D LB//ACRE STRAW. ANCHOR STRAW By TACNONG WITH ASPHALT. NETTING
BLADES SET NEARLY STRAIGHT CAN BE
NO WITH A MULCH ANCHORING 100E A M WITH BLADES SET NEARLY STRAIGHT
MULCH
OR A MULCH AAkk10RING TOOL A DISK BATH
BE USED A5 A MULCH ANCHORING TOOL
APPLY L8/AIdIE STRAW. ANCHOR STRAW TACKING WITH ASPHALT,
USED AS A MULCH ANCHORING TOOL
A SET CAN
OR A MALKN ANCHORlIG TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CNI BE
MULCH
MAINTENANCE
USED AS A MULCH ANCHORING T00L
MAINTENANCE
W JAMIAA
FERTILIZE ACCORDING 7D SOL TESTS OR APPLY 40 D am NITR00EN N JNeIARY
OR
OL IE
MAINTENANCE
Repair and refertUze damaged areas Immediately. Topdron with 50 Ib/ocre
of nitrogen In March. H R III neseseory to extend temporary cover beyond
40 ID N NGvnre,
OR FEBRUARY,CC No It, N s EEIt FROMIDGE A 1
16-4-8, OR SIMILAR TURF FER11I AVOID FERnU2ER APIWAROMS DURING
RFFERINZE IF GROWTH 6 NOT FULLY ADEQMMM RESEED. RFPERRIIIE AND MUCHM-
o Kor ne un (Mountainsed ) Nlwpa50 dera In Wb FWruwy or Pledmofft ON Coastal PIaM)
WARN WEATHER AS THIS INCREASES STAID LOSSES TO DISEASE RFSEFD. FERTIUM
AMC MULCH DAMAGED AREAS NMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5 INCHES
MEDICELY FOLLOWING EROSION OR OTHER DAMAGE
AS NEEDED.
E
NCDOT STD. NO.
840.15.0 OR
APPROVED EQUAL-
GRO
PRE -CAST
2"
x
0
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03
YUJ
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030
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LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF
REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURE
VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND
DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
LISTED IN SECTION 67-1.
SITE WORK, NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
✓EGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4 MUCKING CONTRACTOR SHALL COORDINATE WiTH OWNER AND THEIR GEOTECHNICAL
REVISIONS
Date
Description
By
--
-
-
--
ACCORDANCE WITH SECTION 67-8. 7. THE CONTRACTOR SHALL NOTE THAT THE GRADIN
EARTHWORK. CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOP CUT AND --
(2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIRED FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE --
PROPERLY PERMITTED FACILITY AS REQUIRED. _
(A) PARKING LOT PERIMETERS - A LANDSCAPED STRIP 9' EXISTING ONTRALUTILITIES IDUR DURING RESPONSIBLE FFOR
R THE LOCATION BEFORE COMMENCING AND
PROTECTION
T ANOYNEXOF ALL
OPIS
EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
EIGHTEEN (18) TO TWENTY-SEVEN (27) FEET. IF A RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
BUFFER STRIP IS REQUIRED IN ACCORDANCE WITH APPROPRIATE PERSONNEL.
SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE 11. EXISTING SURVEYING PERFORMED BY _-.__-_--__ AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION. �1
(B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT F�
IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
PARKING LOT PERIMETERS. INTERIOR LANDSCAPING 14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO AT FINAL GRADE. O
BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER 15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
VEHICULAR USE AR PEDESTRIAN USE. INTERIOR METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY (�!
OF THE CONTRACTOR AND SHALL COMPLY" WITH ALL REQUIREMENTS. T-I�
LANDSCAPING SHALL BE IN THE FORM OF PLANTING 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFCRM TO NCDOT STANDARDS INCLUDING Q�
ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS TT �
PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT t../
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATIONJ. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS W E­4
APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL AND INSTALLED IN ACCORDANCE WITI4 MANUFACTURER'S REQUIREMENTS.
BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE: A
MO
FROM A PLANTING ISLAND. ALL PARKING SPACES SHALL CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED NIGHT REFLECTING.z
20. DUCTILE IRON SHALL
SHALL BE CLASS 51.
YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MIMMUMN COMPRESSIVE
DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) STRENGTH OF 3000 PSI 0 28 DAYS - AR EiJTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR 'n
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
MAINTENANCE PAID FOR BY THE CONTRACTOR. w
23. SEE GEOTECHNICAL REPORT NO. ___, DATED _____. BY
(1) ALL EXISTING VEGETATION THAT IS USED TO MEET _ FOR ADDTIONAL REQUIREMENTS
LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING CONSTRUCTION SEQUENCE O F-1
MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR Z
OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF EVERY RUN OF 3 FEET (1 VERTICAL TO .3 HORIZONTAL). O
THE DEVELOPMENT. (3/9/88) 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
(2) ARTIFICIAL FENCING SHALL BE MAINTAINED, CLEANED 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEG114NING CONSTRUCTION INCLUDING
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC. F-1
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SCION AS POSSIBLE AFTER BEGINNING
BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL CONSTRUCTION. I ^
BE KEPT FREE OF LITTER AND ADVERTISING. 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. vv
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN T� ~
-FRAME AND GRATE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER V1
DEWEY BROS. MODEL CH-BN--2001 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
OR EOUALPHALT PAVEMENT 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS cV 1
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SL.T FROM
ENTERING STORM DRAIN PIPING. �{
ELEV. VARIES 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEVI! AREAS TO BE GRASSED.
__
-- 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SECEDING SCHEDULE AS
» 8» SOON AS POSSIBLE BUT IJO LATER THAN 30 DAYS AFTER DISTURBANCE W
-{� ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. ^� m
9. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE. w
w 10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
1J` Of PLAN PROVE TO BE LESS EFFECTIVE.
j 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. U'
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING ^
SITE. PERIODIC TOP DRESSING WITH TWO INCH STOIJE MAY BE REQUIRED. O
4" 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND It
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN w OO
I� BOTTOM ELEV. 5.0 ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE. IMMEDIATELY TO MAINTAIN ALL T F�
- PRACTICES AS DESIGNED V
3000 PSI CONC.1. ro
NOTE BASE EXTENDS INTO
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
�1
NATURAL GROUND ON (2) CURB
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
H
l=4L
SEE PLAN FOR
PIPE
INLET NOS. 2
SEDIMENT POOL NO LONGER DRAINS PROPERLY.N
;-4
ORIENTATION &
SIZES
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
F�
O
FEET DEEP THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
W
SECTION
T0.5
O MAINTAIN AAT
�
5. ALL SEEDED AREAS WILL FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
W
+j
U
CURB
INLET
DETAIL
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
THE
DENSE VEGETATIVE COVER.
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0..4
�
NTS
C/)
O
1 s
RKED: SANRARY SEWER OR
ARM DRAIN AS REQUIRED
LING AN COVER CONTACT
3URFACC SHALL BE MACHINED
)F COVER ON RING VEN BEARING
70P OF COVER
OTTOM OF COVER
» Z 4 � H COO CD z
6 MIN. _FLOW cD O x
12"MAX - 1III
11ii- - -
1 5 -- 2 MAX. rr4 O CD 0 w
SEED IN ACCORDANCE d-) rl .--I
WITH GRASSING DETAIL ^ 04 W 40 � �
o 's
- II W Ci •� a
_ Iri-
--ICI-S�opf_II,_II�II- I
DIVERSION SWALE W � � ro 0
NTS E 4+ Lz.
(SEE SITE PLAN FOR LENGTH)
TEMPORARY GRASS SWALE I
NTS wI
\ p\ I
00
N n 36" F.E.S. E
INVERT = 6.0-'� \
LAC\'
--� 10' x 20' x 18" ENERGY
DISSIPATOR, CLASS B NCDOT- �34' v�o 0
EROSION CONTROL STONE
((MANUFACTURERS) 1'-9 5/8" ,t/ 47 " • " ,(.
'I. G.R. ENNIS & SON / • ��\
NO. MH-GRE-24 20 LF OF 15" CMP- c^\
2. DEWERY BROS. 1-10 3/4" LEVEL SPREADER
3 .VUL -RCR-2001 _ /
AN
NO. VM-84 MINIMUM WEIGHTS:
OR EQUAL 2'-9 1/4" RING - 190 LB
COVER - 0 S.
SECTION A -A
_ \0 0
MANHOLE FRAME AND COVER VEGETATIVE FILTER DETAIL
NTS N.T.S.
15"' CMP �A tLlnuuu,Y�
(SPLIT IN HALF) r \\ \\ N
BURY TO EXIST.
NATURAL GRADE 1App,,rr''`yy y
L AVM..
A �Illc. �;..... - � S E A•`
NOTE: PLEASE REFER TO GRASSING !��'
DETAILS FOR VEGETATED FILTER '�` �DATE PRINTED =Z �ti
` 17374
:��jA•�%GINIL
PLAN VIEW
DEC 0 9 1999 ' GREGO
LEVEL SPREADER DETAIL w ))Il II11Ett`\
NTS =
_) DATE 12--09-99
7 >r DESIGN PGT
?, .So
ENERGY DISSIPATOR DRAWN MLV/JK
MATCH EXISTING NATURAL 15" CMP (ice/ SECTION OF C�
GRADE t4.02 15"
CROSS SECTION
LEVEL SPREADER DETAIL SHEET 2 of 2
NTS 99076