SW8080426_APPROVED PLANS_20080523 (3)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O'� 09 2 D
DOC TYPE
❑ CURRENT PERMIT
IN APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 C)% 0 5 23
YYYYMMDD

20' DRAINAGE EASEMENT LOT/132 I LOT 131 LOT/130 I
SITE DATA: MB. 34, PG. 340 I I WCW PROPERTIESV LLC WILLIAM KEITH WOOD \
SITE ADDRESS: 6419 CAROLINA BEACH ROAD Y MARY V. CO G. 23L
I I 90J DB. 3827, PG. 241 I DB. 4986, PG. 2922 I L
10' PUBLIC SANITARY SEWER EASEMENT � DB. 2147, PG. 239 _ _ I _ - - - - - I - - -
N.H.Co. PARCEL No. R07900-006-034-000 _ _ - -- MB" 4Q-PC--31rt- I I \�
TOTAL AREA 1.63 ACRES - - I I 33.9 20' DRAINAGE EASEMENT I MB 40 PG�311 I -
MB. 34, PG. 340
DISTURBED AREA 1.63 ACRES o 34 1 03318 WOOD FENCE I o 37.2 0
ZONING B-2, BUSINESS DISTRICT o 33.9 0 3 9 I I o34.8 o34.9
37.8
No. OF BUILDINGS 2 34 32
BUILDING AREA (TOTAL) 14,335 SF o 34.2_ 46 TOTA
o S 29' 15' E r.. -
------ --- CI No. 1
3 0 I .�3.8 18
BUILDING COVERAGE 20.19% - - -Q� D2 --g�i a X 0 38.0
BUILDING HEIGHT 40' MAX_ - - - - - _ -EX. 15' CPR _ 35 F EAS NT t TSF
NV 32.67 1 / I $z` RIM 36.0' h SDMH No. 1 0 38.3
Cj
SETBACKS (REQUIRED)- FRONT 50' EX. 12" CPP 30'I MB. 40, PG. 31 INV 33.4��. �O' RIM 37.5
BACK 0' INV 32.91 ly _'0 I 15" RCP INV,33.15 I
SETBACKS (PROPOSED)- FRONT 7T BLDG No. 2 1 o"PINE s 3.
�Q 3, N a
BACK 66.86' (BLDG No. 1) EX. SS vs )k;411N� ��� - 0 1 "P ° 0�B.O WOOD FENCE �0�4 - - - - - -
u- o 35.3 (n -�
LEFT SIDE 4.00' (BLDG No. 2) RIM 34.65 - -� -1a oAK,` 37.4 = I
RIGHT SIDE 63.43' (BLDG No. 1 INV 31.02 I : • I ` y e -
CC)
BLDG No. 2- 1 SP�400 SF 2� ® 1.0% MIN. I 0"PINE}- - - - - - -
035.4�------- (300)------' --- =---------------------------�1
U--�- I J
PARKING SPACES REQUIRED: 36 6' SS SERVICE o - - 25' PUBLIC SANITARY SEWER
J
o 36,5EASEMENT
PARKING SPACES PROVIDED: 65 o'�wE a PINE Nh
LOT 1 Ir e MB. 40, PG. 311 - -
MAP BOOK 29 PAGE 78 I 1 � - 0 35.7 - - a 38.0 �37-4 9
EXISTING IMPERVIOUS AREA 0 SF
PROPOSED ASPHALT AREA 32,457 SF I ( (1 0); PINE yy5 0 36.2 3/ 80 OFS No. 1 (S��S�S� /
PROPOSED CONCRETE AREA 5,033 SF I" ° 10 �N� ', RIM 36.0 I /
TOTAL IMPERVIOUS AREA 51,825 SF (74.6%) I ( o ..\
'PIN 1, .� , °Q35 �� ° ° 12" INV 33.0
TOTAL PERVIOUS PARKING AREA 1,146 SF ° 365 '8.0F INV 34.5 I
CAMA LAND USE CLASSIFICATION DEVELOPED
E'
❑ 12 E 0351,rx(e
TREES REQUIRED (15x1.63 ACRES) 25 CHAIN LINK FENCE a t1
" a"PINE 12 PINE - 2 P1 E a ' cv37;/ - I
TREES PROPOSED 25 PROPOSED BUILDING No. 1 ' CAR
' r WASH
LANDSCAPING AREA REQUIRED: 2,688 SF 3 3 {jSONBORO FAMILY MEDICINE, SUIT01 �.�_
LANDSCAPING AREA PROVIDED: 4,155 SF .0 -<PINE .1 �' � o E EX. PAVEMENT
a� o"PINE ' X
5,929 HEATED SF 411, �,
STREETYARD AREA REQUIRED: I c '" � � F.F.F137)5 4"PINE ° n a
(214.61'-24' x 25 WIDTH) 4,765 SF I ) �12'PINE 10"PINE o�y,0 v PIE 0 37.1
STREETYARD AREA PROVIDED: 4,769 SF 3 ��- N FS No. 2
( o 34.8 35.0 o 35 i�o G) C
- a2"PINE =12"PINE ' RIM 36.0
BUILDING No. 1 FOUNDATION PLANTINGS: - - --I- / ° t
SOUTH SIDE PLANTINGS REQUIRED: G 12" INV 33.0
_ 5 1
(54' (LENGTH) x 19' (HEIGHT) x 12%) 123 SF - - °1 ° on v 'V OF INV 34.3
20' PINE
SOUTH SIDE PLANTINGS PROVIDED: 134 SF ro J 12"PINE %l 1 X�
EAST SIDS pLANTINGS REQUIRED: I x "PIN e. a"PINE SO 8"PINE P > P N , 37. [.0
STORAGE(LENGTH) x 19 (HEIGHT) x 12%) 251 SF365i,l_E 12">CEAST SIDE PLANTINGS PROVIDED: 555 SF a°PJN 10 PINE F, \WEST SID PLANT NGS R QUIRED: y ' __----_1 G 37.5 DUMpSTER 5
59 LELAI x 19 (HEIGHT) x 12%) 134 SF �,' •' a oAK -�; o I 36.9
( EEEEE fffff37
V a PINE 3 .5 �M' X (180) „ a r i PAD
WEST SID PLANT NGS PRO IDED: 167 SIF
i o
EX. 12" CPR �� OAK �3� ° ° �3 �/' }� 37.4 37.7 - - - - - -
BUILDING No. 2 FOUNDATION PLANTINGS: / 8"PINE(2) o'PINE 1 s ° s� _7
SOUTH SIDE PLANTINGS REQUIRED: IN 34.91 o'PI E
(161' (LENGTH) x 19' (HEIGHT) x 12%) 367 SF 8 °PIN€ :, A emu'v Y 366 a 25' ACCESS EASEMENT
❑ r %,,
SOUTH SIDE PLANTINGS PROVIDED: 370 SF I i� a PINE ° 68S ` `,� t. %� 0 36.7 / EXHIBIT B"
<;
WEST SIDE PLANTINGS REQUIRED: 35 8I a"cuM 8" E �? \ \ \, �• NOTE: EASEMENT WAS POSITIONED BY LOCATION OF STRUCTURES IN
50' LENGTH x 19' HEIGHT x 12% 114 SF o .5� P E ` ' ''s„PINE `` o � i THE FIELD. DEED OF RECORD FOR PLACEMENT CONTAINS AMBIGUITY
INE ° 8' PINE � r `.3 3 6'b -0 -0 ® ® -0
( (LENGTH)
(HEIGHT)
) qi 10' PINE
WEST SIDE PLANTINGS PROVIDED: 134 SF o ,��o P
NE e < 10 P NE 10"PINE
S
I INKOAK r:s - '�X� ^�10"PINE-
NOTES: 7.6
38.0
.E"•i , � a __8"PINE l OPINE 10 ` t 1 �° � ,' 6� .7
/ \ O
° '� o 35.4 1 2 r' i�` E� '
s INE s oAK 6"OAK rA (�250) 3 9
1) NO WETLANDS EXIST ON SITE. I L i v_ `
2 ALL ROOF DRAINS TO BE DIRECTED TO CURB INLETS. 3 0 03' o"PINE o"PI 36.0
34 94.7 = ti `N''11 Is E s PINE �37.6
3) INFILTRATION TRENCH TO BE PROVIDED ACCESS & a'PINE a"PINE\ 1,.;1, 10"PINE 3s, „, 'oaK � ", a
MAINTENANCE EASEMENT WITH A MINIMUM OF 10 FT 7 Rt
OUTSIDE OF TRENCH LOCATION AND BE EXTENDED TO a 310-
0!- C 8 INE �� \ a\ 12/F2FDRIVEWAY ATUS HWY 421. ❑ 12 PINE 10"PIN s
r- �,7�.
0 �X o 36 4
f �� _ ,
0 3? �`.r PINE 'r" ^�' 31r 8'OAK a '' '�` OFS No. 3
o3 3 O1 10"PINE , a�
LOT 2 I 34 70 "OAK p _ RIM 36.0
MAP BOOK 29 PAGE 78 8 �� 0�5 - c l 12' INV 33.0
3
a"PINE OF INV 34.1
2. ° 4.2 R - C PROPOSED MONITORING WELL
8"PINE p„�°IQ INE
❑ art CCP @ 1Q O.0 ?
`''�� ., v�_ 10"PINE \ x ;�
37.9
I
I
a"PINE ° " 4 oA S r 3Q 45t CA
w: N11.° jr,�> --
r� 10 GU INE \ v r
NAIL SET IN 1 6" PINE N
33.So 135 12"PINE ° a3j p d ` i4 ELEV= 38.00' (NAND 88) LOT
I ° 0"PINE a, 10xP J a - ,
34.9 �� F Oa "OAK - `' 4 P VE c SPRINGER EUBANK COMPANY
` ,as E
0' DINE x
• PG 157
w ` 12 PINE � 'oAK 1 �0 3b 1 b o 0 36.4 DB. 280 ,
bb 3 Z 5
N ° PR POSED BUILDING No. 2 ,F,c1"12"PINE 3 a1 oAK s 136;§ -- - - - - - - - - - - -- - - - - -
I I SUITE 102' a 8„PINE -,�-- ° II� / 'I
HEAT PUMP UNITS m z PI E10 PINE 8,406 SF c ° �'� I` 8..
AK M o x
00 >x1 F. F. E 37WXYb"PINE ' ° 'PINE PINE o3 ,� j
Z r'ft\� /_. ;: °° �r�a- Sit, ,G N 16"PINE ��
r
- q - %_ a 1,0"PINE ,�a I xl lar
o PINE a.` s"oAK. o 36.0 EX. EXXON
034.3 10 P E 10 NE 1o"PINE �� ,: °° o35.6
g3 e PINE �a PI a P GAS PUMPS
0'.2. 4
34.9 P N C IN� 8 INE �1 Rt 1n PTdE y I �
I 10PINE n SIGN wx PINL
-8" 1raE PROPOSED MONITORING (WELL
r` 1 „PIN} 10 PINE 6'OA;�" "PINE .�' / .� Fri '4�"
e '•PIN �/ .;T -= °� �� �. ^r; :.; „ff,c i�" %I I - -
10"OAK \ VYax, 8 PINE e� •'Plf�ff '•� �.;: ,,$i Y 1 E _ 0 36.7 I-
--V 11i �, s 10 PINE r ,r14• rG _
0 x,
I
° z"PIN �L`� v FS No., 4
.n
o'PIN 6"oAK 6h n RIM 36A X EMENT
? PINE ,III x i 12" INV 33.0
E o X ` i i P`NE \ ' OF INV 33.9 I E PAV
Z �32 9LLI34.5 �a Y `
at FRY,
W Cw9 ,t., ., 8"�E \r ;;:/ f y E�, ��\ .�/
V a a U C7 9 6�r i 3 37.4
x k� m t o
N ,r h O v' 1' Nii
8 PtiJ P�`< �\ z P O
i r k ,. ri i :r v y, 6 _ O -'
- n SDMH No. 2
?0 33.2 PI \ � , x>' I RIM 37.4
(160) p� �" / r / (315) INV 33.7
h
0 34.4 / I� r=1 NE` U `ry! ,;� \ .'(250) ,-
f
18 INE b`1'�> �► x ao ` ` �aPI >:.0 7 �'. I o 3 0 37. 1 ' ,,,
i PWE o 37.2
10'x70' SIGHT TRIANGLE =14"PINE -P '1 A Of 1a"oAK � Q' 37.5 - �37.2 INFILTRATION TRI
� 10" N 1 = 30
(TYPICAL) E 16'PINE PWE- KN1 n �`' n OFS N 5 - o 20' PRIVATE ACCESS
w a PI w `�, 8'PIN� w 1 E w RIM 3� 3 ��� EASEMENT
- a"PIN 5 MB. 40 PG. 311
J0 - 0
?eINE 1 �, PINE N rn OF YNV 37. F\
L
w �
16'PINE , ca6'OAK i i"i`d�".1 "OAK ,,,.
- -
\ o o ,, 0 3 ? a.pl� Plru' Kd N O'0'00" 214.61' P�FO o 37,2__ �O�
3 .4 ,54 7 OFS No. 0 36.1 G� / PHONE o 36.7
--a3� PROX. LOCATION OF EXISTING_ WATER -- RIM 36.0---------x�------ ------ ---f-'---------- -----------------------------366 -- -- - ----------- ---
- - 15" FES INV 33 60 _ --- 0
35 _ 35.�5 ��r o34.4 EDESTALS 12" INV 33.0 c34 0 34.66 N V 7
3
o34.4 -- -- 0 34.1 OF INN 34.10..-- c 34.0 S 35 -- 35 -o36.1
0359----- 0 - - _ -6
W SCOURHOLE
I o34 / a348 0358
' - - 35 - 8EX. 18" RCP
- _-. -- - - INV 33.63
36.2 �.
0 36.gg _ -
EX. 18' RCP o 3 - 36.5 .4 36.4 o 36.3 o 36.2 -- - 0 36.3 0 36.3
5 0 18" FES INN 33.40
INV 33.26 - 18 RCP 2% SL E
INV 33.28 7 6' FROM , W/10'x1o'x12" ED - - - EDGE OF PAVEMENT- - - - - - -
- 36 36 36.6 36.6 36.6
2" WATER SER ICE
SITE PLAN (MIN. 3' BURY) 18" FES INN 33.32ail�50' TEMPORARY U.S. HIGHWAY 421 CAROLINA BEACH ROAD
1-1/2" METER W/10'x10'x12" ED CONSTRUCTION ENTRANCE I60' PUBLIC R/W
1 = 20 W/1-1/2" BAC FLOW PREVENT R
MATCH EXISTING ASPHALT 9
311 7 o n' GRADE 37.0f
0
';III "; m solmi
ATION l
NOT TO SCALE
EXISTING CONTOUR
21)1
ECO
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
®�--
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(175)
LANDSCAPING W/AREA
-�
LIMITS OF DISTURBANCE
- TSI
TEMPORARY SILT FENCE
� vvullul'liii
1JNCH DIMENSIONS 11r,CAR,
�Essi
i S E A L
;y••, 17374
APPROVED <; •INS' ��
NORTH CAROUNA ENVIRONMENTAL %A 0REGOR , \
MANAGEMENT COMMISSION
DIVISION OF WATER OUAUTY DATE 05-12-08
(YI �3) c9 DESIGN PGT
DRAWN II
�E C E, V ED C1
MAY 12 2008
flWO
SHEET 1 OF 3
PPIOJ # 07083
REVISIONS
Description
W
V
W
la
O
IV la�l
z
z
O E-
U I-•j
Z E-I H
0
0 Q
w z
F" O
�WOx
� U
A z O a0
z
z
z
o
III E-I PI
U) U)
V
a o
CO
z
W O
�^I
UD
I c0
0 1f1 Ln a
y O I
F-i Z co z
W c0 cfl w
n O O O
W bn O) (n
a
U � N
O N
� Co
E-I . a. i:T.
is
t

FRAME AND GRATE
NEENAH R-3402-E
(OR APPROVED EQUAL)
(2) STD. MANHOLE RING AND
COVER MINIMUM WEIGHTS:
RING: 208 LBS
COVER: 120 LBS
` PRE -CAST CONIC.
-OVERFLOW PIPE
SEE PLAN FOR INV.
w
12" CCP
O
8,.
3000 PSI CONC `' •, iD
° O O O O O •O 0 0 0 0 0 0 0 0 O' 0 0 0 0000000 0
0„0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
8" STONE o 0°0°0°0°0°0°O°O°o°°°°°O°°°°°°°O°°°o°°°°°°°0°
0000000000000000000000000000o0O000000000000000
SECTION VIEW
OVERFLOW I N FI LTRATI t
NTS
SEE PLAN
NO. 57 CRUSHED GRANITE
70OX MIRAFI FABRIC
a" cPP 1 INV. 33.0� 2
6" 32.5
4" MIN, CLEAN SAN 12" CPP w/8"CPP
LATERALS 25' LONG @ 10' O.C.
TRENCH DRAIN DETAIL
NTS
UNDERGROUND
INFILTRATION OVERFLOW BYPASS
BASIN
i i
PLAN VIEW
PERWNEM SOIL REINFORCEMENT
PIPE OR DITCH MATTING (PSR4)
OUTLET
A
SQUARE PREFORMED
SCOUR HOLE (PSH) -
RIP RAP IN BASIN NOT
SHOWN FOR CLARITY
LINERS CLASS 2 RIP RAP /
12" THICK WITH FILTER FABRIC
SEED W/ WTME GRASSES AT INSTALLTTI(N
PIPE OR DITCH
OUTLET PSRM
x
0
m
m
D0
U-,
0<
oa
3
Yw
0
m Z
NCDOT STD. NO. 2
APPROV
ED QUAL�
PRE -CAST
iL CH-BN-2001
PAVEMENT
NCDOT #5 OR #
WASHED STONE
NCDOT #5 OR
WASHED STONI
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
t9-GAUGE HARDWARE CLOTH CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
(1/4 MESH OPENINGS) 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,
- - - - VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
TIT
j MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
'FI
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED
6. FILL AND COMPACTIONMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORTFACILITY.
- 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
rw
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REQUIRED.
H 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE IN WRITING NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
3000 PSI CONC. I _ ° •': L.. � •' •. �
'"" "rag____ �r+�_:
1. UNIFDRMLY GRADE A SWLLOW DEPRESSION APPROACHING
FILTERED
FILTERED
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
THE INLET.
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
APPROPRIATE PERSONNEL.
SEE PLAN FOR
PIPE
HE PERIMETER OF THE IN E. A MAxIMUM of 4 FEE APART.
11.
EXISTING SURVEYING PERFORMED BY DANFORD AND ASSOCIATES AND SUPPLIED BY THE OWNER.
ORIENTATION &SIZES
3. SURROUND WIRE MESH"TG ITH �ESi a" POSTS AT THE TOP,
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
PLACINQA 2-FOOT FLAP
DDLSECTION MESH U DER THE GRAVEL FOR ANCHORING RECOMMENDED.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
STD".M.
�5 A 21
GRAVEL (OF
`
Y APCN.N P
PRIOR TO INSTALLATION.
CURB INLET
DETAIL
16 ES AROUND WI
SLAPS WITH A HEIGHT R E. HES ARWD E WIRE, µND
SLOPE WITH
SMOOTH TO AN EVEN GRADE
INSPECT INLETS AT LEAST WEEKLY µD AFTER EACH SIGNIFICANT Q INCH
OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
s. ONCE THE CDD DRNNT. AREA HAS BEEN
OR OTHER OBJECTS TO PROVIDE AOEOUATE FLOW FOR SUBSEQUENT PANS.
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
TUTS
AL GRADING
ROMPAC ACCUMULATED AREA SEDIMENT, µND ESTABLISH I FINAL GRNXD ELEVATIONS.
S. COMPACT THE AREA PROPERLY µND STABILIZED R WITH GRWDCOVER.
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING
SEDIMENT REMOVAL REPLACE STONE AS NEEDED.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
A
AT FINAL GRADE.
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
`
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
INSTALL LEVEL AND FLUSH
W/ NATURAL GROUND.
A
IN
D s
w �_
V. M. 0 n 2s:
NATURAL GROUND
Td
R OR EASEMENfi�
LINE I
LANDSCAPE TIMBER
TO MARK CONNECTION
SCOUR HOLE DETAIL
HIS
THREADED
'-0" MIN.
PLUG
1 -6°
PROP LINE
METER BOX
/
CTS-PE TUBING, SDR 9
ASTM D2737
EXISTING GRADE
(SEEABOVE)
8" AIR GA
4' MIN. SHALL BE DEEPER
SIZE AS SPECIFIED
CORPORATION STOP MCDONALDS
36" MIN
'" L N
1 - 3/4" McDONALDS SERVICE
CLEAN QUT IF
SITE CONDITIONS REQUIRE
SERVICE STOP MODEL 47NLESS
OR EQUIVALENT WITH STAINLESS
OR
SOUP MODEL WITH STAINLESS
WITH STAINLESS
BOX W/LID
FOR LESS THAN 4' DEEP
STEEL STIFFENERS MCDONALD6133T.
3G' STEEL STIFFENERS McDONALD
STEEL TIF
FEMALESPECIAL
PRIOR APPROVAL
MODEL 6133T.
MODEL 8133T.
AND BED
ADAPTER
BY ENGINEERING IS REQ'D.
NOTE:
BEDDING AS SPECIFIED ALLSAROUND UNE
SERVICE SADDLES ON PVC MAINS
WATER MAIN
04 x45' BEND
SHALL BE WIDE BAND BRASS BODY:
3/4" SERV CE ANGLE STOP: SERVICE STOP
SADDLE McDONALD 3801 OR EQUIVALENT
NOTE: SHALL HAVE THREADED FITTING FOR
04" x 04" WYE
NO JOINT SHALL BE INSTALLED CONNECTION TO COMPRESSION ADAPTER
BETWEEN THE MAIN SERVICE TAP AND SHALL BE McDONALD MODEL 4604
AND THE METER STOP. OR APPROVED EQUIVALENT.
SINGLE
SERVICE SECTION VIEW
VARIABLE SLOPE
TYPICAL WATER SERVICW CONNECTION FOR RESIDENTIAL SINGLE
y,/1 I///I/ 1/ MI 1/ NI I I II IA1�• •
11/s%IAI� �I /IIIIIIIIII II�IIIII II 11 �11 II I\��, C
Y4" PER FT MIN.
FAMILY HOME ON COUNTY WATER SYSTEM
(EXCLUDING GANG METER)
NOTTOSCALE
PIPE MATERIAL:
SCH. 40,
SOLVENT WELD PVC 1120
ASTM D-1785
SERVICE CONNECTION & CLEAN -OUT
NOT TO SCALE
04"x Ya' BEND MAXIMUM
LONG SWEEP
SEE DETAIL THIS SHEET
i
/\
FOR SERVICE CONNECTION
6" MIN.
ii, APT
UNDISTURBED EARTH - SHAPE TO
PROVIDE UNIFORM BEARING FOR
Y4 OF BARREL CIRCUMFERENCE
12"
2
04" SCH. 40, SOLVENT WELD
1
MAX. SLOPE TO BE LESS THAN 1:2 WHEN
NECESSARY TO SECURE BEDDING IN
CIA.
+ _
UNDISTURBED EARTH MIN. SLOPE Y4' PER FT.
x
6
\ ';+...•.:`.�`.:-.:'; \
/
COMB WYE OR SANITARY TEE.
..:
MATERIAL TO BE SAME AS THE MAIN
(C-9XX OR DIP)
BEDDING AS SPECIFIE
BARREL SIZE TO BE CALLED FOR
POSTS( J
.
%�
a
X
n
8" CLCRETE PAD
/ v �AT 30DO PSI W/
6X6 - 6/6 W.W.F.
1a'
22'-4"
CONCRETE
PLAN
�- 2"XB" CAP
ASPHALT
PAVEMENT
L
rMiL
c-IMINIMUM
ON PLANS, OR AS OTHERWISE SPECIFIED FOOTINGS (TREATED) WOOD SIDING
STANDARD SERVICE LATERAL ELEVATIONS
(MAIN DEPTH LESS THAN 8ft) DUMPSTER PAD & ENCLOSURE DETAIL
NOT TO SCALE
WHERE RUNOFF IS
AWAY FROM CURB
SHALL SLOPE AWAY
CLAS<
ASPHAL
DRAINAGE AWAY FROM CURB
o" TYor cr o se /NrnnT1
DRAINAGE TOWARD CURB
PAVEMENT SECTION
-6" x 1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
RESERVED WITH IDENTIFICATION SYMBOL. o
BOLT TO WD, POST W/ 3/8" CANDIUM 1O
PARKING PLATED NUTS, BOLTS & WASHERS.
9" x V-0" x .080 STD ALUM. SIGN
® 0 READ "VAN ACCESSIBLE". I�
BOLT TO WD. POST WITH 3/8" CANDIU o
PLATED NUTS, BOLTS & WASHERS
O
C x 1'-0" x .080 STD ALUM. SIGN o
ID READ 'MAXIMUM PENALTY $250,
12 _ GS 20-37.6". BOLT TO WD. POST
CgyQRS WITH 3/8° CANDIUM PLATED 03
LEGEND AND BORDER - GREEN CUTS, BOLTS & WASHERS. FINISHED
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE
1-1/2•R(r) 1-1/2"R(TYP)
MAXIMUM �/,qpt � -� -(III I -III I �
°� Ps25oTM /6"(T P)m ACCESSIeLE 3/8"(TYP)-
I I I -I I -I -III -I
III -III 11-III-III- M
LEGEND AND BORDER - GREEN LEGEND AND BORDER -GREEN =III-u III
BACKGROUND - WHITE BACKGROUND - WHITE
TYPICAL HANDICAPPED SIGN DETAIL
NTS
PLAN
1 PRECAST 44" RISEERRSRING
F7PR IN_P1:�5'r.USIEPS O 12" Dc
�1 0'
BLOCK M.X.
MµMI W A 5
VN E
8 LVt T PIPE 8"
0 FORM FLOW CHµ( E
0
0- MIN.
PRE MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NTS
MONITORING WELL DIAGRAM
Monitoring V11e111 Cover
Road Surface I
Monitoring Well
Clean? Sand
Groundwater is
generally located -
below the Well Screen
and can fluctuate.
Loelcing Twice
tMent-like M-alerial
-Seat
Screen
TOOLED
BR FINISH PERPEIN DICULAR
DOM
C------�`�
TO PEDESTRIAN FLOW
SDIRECTION
PLAN
4" SIDEWALK
3000 PSI
CONCRETE
:I 1'12 SLOPE
1A2 SLOPE
III
I IIIIII IIIIPPq�CCI ITT'SE
6.6-10/10 W.W.M.
RUBCRADED
SECTION
WHEEL CHAIR RAMP
TYPICAL
XIHEEL CHAIR
SIDEWALK AND
RAMP DETAIL
W OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION 16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
HIS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
GA. C, m
WIRESI W
M �
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC
SEE PLAN 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
SEE PUN 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
SET"IION A - A ((FILTER FABRIC 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
MROOVED EQUAL
ENERGY DISSIPATOR ) NON BLEEDNG.UBREFECTVE MATERAALKYD, FSPMAYSBE ADDED ATTYPE III,CTORY OWNER'S OPTONICFORRYING,
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
ANCHOR FABRIC SKIRT BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
AS DIRECTED BY ENGINEER FOR BY THE
M D a23. SEEGEOTECHNICALCREPORT TNO. , DATED ___, BY
QJ9`� _ FOR ADDITIONAL REQUIREMENTS.
LJ Q INV. CONSTRUCTION SEQUENCE
LJ LJ 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
NOTES EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL)
STEEL POST
WIRE FABRIC
FILTER FABRIC
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX 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 DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
NTS
15" F.E.S. V/
INVERT = 33.60 Fc
o.
SCOUR HOLE .
.`.
F�
00
10'
BOTTOM*
TV
1-� -I r-R „- _-- - -r- 1 LL Il
5 *0% SLOPE 5
LONGITUDINAL
VEGETATIVE FILTER DETAIL
NTS
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) 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 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
B. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
PARAWNG CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
CURB 30' MAX. SPACING
w
PLAN BLDG.-STRUCTURE
1/8"R TOOLED 1/4"xl" DEEP w/AN
JOINT F1/8"R TOOLED JOINT
1/2" EXPANSIONS
JOINT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
SIDEWALK JOINT DETAILS
J
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
6 MI
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
2" - 3" aa�'
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
COARSE AGGREGATE ,,y
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
TEMPORARY GRAVELLED
4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
CONSTRUCTION ENTRANCE
SILT FENCE W F SEDIMENT HAVE
ACCUMULATED NN IFRONT POFTTHE DEVICE OR WHEN ETN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
NTS
CLEANED OUT AS STATED OR WHEN HALF FULL.
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
�6'G CONC. 4000 psi
P
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6"x6"xW2.9xW2.9 WELDED
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
WIRE FABRIC REINFORCEMENT DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
4" ABC STONE
MAINTENANCE PLAN
DUMPSTER PAD DETAIL
1. ALL EROSION ANDSEDIMENT CONTROL WCHECKED R
OWNGEVERYR NOFF-PRODUCINGRAINFFALL,BUTN IL NO THAN
OPERATION FOLLOWING
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
LATE WINTER &EARLY SPRING
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
TEMPORARY GRASSING DETAIL
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
SEEDING MIXTURE
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
RATE (ib/acr8)
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
Rye(gan) 12o
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
Annual lespedeza (Kobe in
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
nin MoI Plain,50
Ko Korean Mountains)
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
Omit annual lespeeeza when duration of temporary corer is not to extent
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
beyond June.
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEEDING DATES:
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
Mountains - Above 2300 R: Feb. 15-May 15
Be. 25W ft Feb. I -May 1
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
Constant - Ja- Dec. I 1-May ' 15 Coastal Plain
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
SOIL AMENDMENTS
ACTIVITY ASSOCIATED WITH A SWALE.
Follow recommendations of sal tests « app�' 2.000 Ib/acre ground Wrioul-
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
t«al limestone and 750 lb/acre 10-10-10 srlili:sr.
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
MULCH
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
APPLY 4,00D LB/ACRE s RAw. AHOHOR srtuw n TADMNG WITH ASPHALT. HEFTING,
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
OR A MULCH µCHOKING TOOL. A DISK WITH BVD6 SET NEARLY STRVGHT rµ BE
USED AS A MULCH ANCHORING TOOL
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
MAINTENANCE
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
Refertift. K growlh is not full, adequate. Reeeed, retertlAze ark mulch im-
mediatary following erosion «other damage.
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
TEMPORARY SUMMER GRASSING DETAIL
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME
SEEDING MIXTURE
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
DEPOSITS R FLOATING SKIMMERS WILL BE
OS TS EACH HALF THE HEIGHT OF THE 1ST BAFFLE L
SPECIES RATE (ID/eanl
NSPECE T D WEEKLY AND WILL BE KEPT CLEAN.
" KM 40
7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDNNGRLSS WY BE
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
suesnnnm AT A RASE of s0 LB/ACRE
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
SEEDING NOTES
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED
PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
MOUNTAINS - WY 15-AUG. 15
PIEDMONT - WY 1-AUG. 15
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
ODASTA PUN - APR 1s-Mtc. 15
WILL BE KEPT CLEAN.
8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
SOIL AMENDMENTS
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
FOLLOW RECOmelDinITONS OF SOL wOR APPLY 2.0DO UD/� GROUND AGROAL-
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL
TURMI EAND to-
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
MULCH
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
APPLY 4,000 a/.aE s RAW. NOW mMW BY naaNG WITH ASPHAT. NETTING.
OR A MULON ANp 06NG 100L A �" M1H MADES SET DRLY STRAIT NDµ
USED AS A MACH ANCHORING TOOL
SPRING -SUMMER
GRASSING DETAIL
MAINTENANCE
SEEDING
SEEDING MIXTURE
REFERRUZE IF GROWTH 6 NOT FULLY ADEQUATE. RESEED, REIRMUZE AND MULCH NI-
IEDMTELY FIILDND EROSION OR OTHER DAMAGE.�'�1O}-
cernrcc RATE rib/afro)
FALL -WINTER
PO4SAWIA BNIMGRASS 50
PERMANENT GRASSING D
GIRMAN MILLET o
TEMPORARY FALL GRASSING DETAIL
" FESCUE 50 SEEDING MIXTURE
SEEDING MIXTURE
SEEDING NOTES SPECIES PATE rib/coral
SEWIlm RATE rib/xrw)
1. RATERS A NEAT APPEAF/VJCE B DESIRED. MIT SE 1 � I�ID DES) 0R AD
Rye (grain) 120
TES
2. UAL COMMOU BERIIDTGRASS ONLY ON ISOLATED SIZES MNFAE R CµNOf BE- ••c--�'��Dl
COME A PEST. BERYUDIGRASS WY BE REPLACED WITH! 5 b/acre CENRPEOEGP/S5. RYE (GRAIN) 25
SEEDING DATES
SEEDING NOTES
SEEDING DATES
o
DUNWNS - µG. 15-DEC. 15
_
em
APRIL 1 - JULY 15 o
COASTAL PLAN and PIEDMONT - AUG. 15-DEC 30
O
SOIL AMENDMENTS
SOIL AMENDMENTS
s.000 D re
SOIL AMENDMENTS APPLY UME AND FERIERER ACCORDDINGE TO SOIL TESTS, OR APPLY 3AGRICULTURAL LIMESTONE
THE LOMER RAW ON SANDY )µND
TO SOL TESTS. OR APPLY 3,000 E/aae
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
APPLY LIMEAND FERFI DO ACCORDING 1,000GROUNb/ D-10-10 FERnuatm.
MAID AGRICULTURE UMCFFONE AND 501) b/Pas 10-10-10 FERTILM.
UMESTONE AND 1,000 LS/ACRE 10-10-10 FERTILIZER.
MULCH
MULCH
APPLY 4= b/oare CRNN STRAW Olt EQUIVALENT COVER OF µOTHER SURff jE
MULCH MULCH. µC pk STRAW BY TAIGNG WIM ASPHALT, RWIMO. OR METING Ol B C 6MP-
APPLY ♦,aaa LB/ARE STRAW. ANCHOR STRAW BY TAKMD WITH ASPHALT. NETY1W,
OR A MULCH INCHOPoHO TOOT. A DISK WITH BVDES SET NEARLY STRMGHT CAN BE
NG WAIN A YULCX µCIpRWG TOOT. A q5K WTH &/IDES SET NFIALY SIRMNT CAN
APV 4,000 D aae GRATIN STRAWDR EOUNMENT COJDi OF ANDHER SUABLE AN BE USED AS A MULCH CHORING TOOL
USED AS A MULCH ANCHORING TOOL
MUD(. BY TAMING WITH ASPHALT, ROVING, OR NETTING OR BY CMMFING
WITH A MULCH ANCHORING TOOL A DISK WRIT BLADES SET NEARLY STRAIGHT CAN BE
USES AS A MULCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE
and
March dortayed areas immediately. Topdress with 50 b/acre
FERTIUZE ACCORpD EU SOL TESTS OR APPLY 40 b acre NITROGEN N JµUNTY
MAINTENANCE OR FEBRUARY, 40 b IN SEPTE•BER µD 10 b N BER FROM A 12-4-8,
M nitrogen in March. Y R W necessary to extend tempomry corer brd
of r in
June 15, oversees with 50 lb/acre Kobe (PisdmoM ark Coastal Plain)
16-4-6, OR SIMILAR TURF FERTILIZER. AVID FERIIUZFR APPUGATIONS DINING
REPEAT GROWTH
or Korean (Mountains) lespedeza in (ate F=.Mly or sory March.
REFTRFUZE THE FOLLOWING APRL WITH 50 b acre NITROGEN. AS WAI81 WEATHER. AS THIS INCREASES STAND LOS56 TO DISEASE. RESEED. FFTTWE.
REQ RES. MAY BE MOWED ONLY ONCE A WHERE A NEAT APPEARANCE S AND MULCH DAMWAD AREAS NMEDMTELY. MWY TO A HEIGHT OF 25-15 INCHES
DESIED, OMIT SBI AND MOW AS OFTEN AS NEEDED. AS HEEDED.
REVISIONS
Description By
z
W
I�
FT-4 z
a
O�
U
Ox
H 04
O m a
z F.I� o
z z
O o
04
�z
H
W
rQ ,
V
O
0I �
H �
W (CIO
O�
Al
W H Cd
II•--�� O O
Z r
NCo
O CO
r�^A 0
y
-� L() U
to
V l V
a
L�-I z c o co
w
w
z
a t10 CA M a
o:
U N
I� I~ 0
V)
N
d' P N fr
ESSI
S E A L
17374 Q -
,�1/A • ENE • `Az
// ORE GORy
DATE 05-12-08
DESIGN PGT
DRAWN JLR eWI
C 3
SHEET 3 OF 3
07083
o■