19990868 Ver 1_Site Plan_19990809

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LAND USE:
\ NARRATIVE.
RESIDEWIAL/ UNDEVELOPED N 8747` � E - \
\ �,.,...•++''� THE SITE IS A 13.61 ACRE PARCEL JUST NORTH OF THE INTERSECTION OF 1-26 AND .�
\ a��w MAXWELL ROAD IN THE TOWM OF FLETCHER, NORTH CAROLINA, THE SITE IS IDEALLY LOCATED
\\GWN MAIN ��,� �, _ _ _ -_ - - - ` \ \,, `O FOR DEVELOPMENT AS A COMMERCIAL SITE SERVING THE SURROUNDING COMMUNITIES AS WELL AS
THE TRAFFIC ALONG INTERSTATE 26. DEVELOPMENT OF THE SITE WILL REQUIRE EXTENSIVE �,,,,
EARTHWORKS TO MAKE IT SUITABLE FOR BUILDINGS AND PARKING. 14E INTENT IS TO LIT1L ZE AS p
MUCH FILL AS POSSIBLE ON-SITE, TO MINIMIZE THE AMOUNT OF CUT WHICH MUST BE MOVED 1
OFF-SITE. SOILS ON SITE ARE CLASSIFIED AS HAYESVILLE LOAM WHICH ARE MODERATELY
`\ T TOP WARY ,5�" _ - i _ (1 SLOPING AND WELL DRAINED. ty
SEVER 1NNF1011: •'y�.I� J r _ - ____ J V
v 2131.1 6� � !,• Q ,r ►
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MH 21 1 ,-�' r - / LAND USE:
INV. 125.4 — _ '- \ - f - / �'�� COMMERCIAL/
GRA MNN \ \ \ ✓_ _ — r\ / � _ _- �� INDUSTRIAL
C4
All.
T 212 � � \\ / \ •'
W. 20.3
Fue Hydrant (Typ.)
ELEV. VAL \� �,� R= 1=377.8#_
ELEV. CH.= 17' N24.17'30'W
V INV. 2108.E
R/w MonumeM
�� CHANNEEXISTINL NATURAL
a Water YaHes ,�
470 LIN. FT. N
` C OUT
\ 21233
Cn \rr / \
• TOP MH .2
2116. \ �
FORCE
-
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\
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LAND USE: V N 15'11" E / 1 -- j, _ - •/
COMMERCIAL S 8T'05'11" W
,G. 11 38.32 \ 1I
r
\ \ r. 1 ', 1,5� I
• 1 too W y L �L - f�
/ CONC. � 7�
7r29 w
t `\
9_57 - N 5�01'19' W \
N�fit. 110 31 \��\ - - _- - G _ - \I S 58'31'53" w 38.97
1 - • w 3T
S 4513 56 1
y2rA
— -- - _ 33.E c
1 ) \.`�Z _ ..- - - !- - LAND USE: /
I, ; - ' � _SHE RESIDENTIAL lMETUNIDS � L„ •
w - O '. 0.r42 r�s
1
♦ „c
Y, 1 WIDENED STATE ROAD FOR TRUCK 0 Y HIGH PASTURE LAND
TOPOGRAPHIC SURVEY 8
ACCESS 40.0' cn SURVEYING HIGH PASTURE TRAIL, 5163 OLD HAYWOt30
- It _ ., ROAD, FLETCHER, N.C. B-12-98 f...
EXIST 8 -_1GP__ 1 e�
1 � 18 CMP ♦ � - -
1 . W 2107.7 / _ _ - FLETCHER
1
w , \ U
. S 5732'28' W _ _ �► 4 j
TflP 211 5 � R-101.02 L-69.08 . �„ �
W 7,7 11 / 26.35 CH.=67.89 N5T11'13'1#f �� .`.. *^
TOP 211 5 1 \
W. t06.3
\ N P S
VICINITY MAP ~ ' •
yr -
€ TOP MH 211a.1N DITIONS
V N.T.S.
k: 1 • ` 1
LAND USE. EX I `O� T ING CU6
COMMERCIAL.
0 Water Meter
Eiev. 2111.1 jaw
f" Hydrw
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2131.1
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GRA WIN
ARTS RE
6'
FOR( �``_ 1$• GIP
\
`' --- LIMITS OF DISTURBED AR(A
212 �� \
INV. 120.3 -
`
x man
Fire Hydrant (Typ.) �1. /
XISTING CULVERT TO REMAIN loops
R=929.45' L=377.84' \ `� / ' , --- , t
ELEV
R Mawment 2123.9 CN.-373.17 1 N24'1130Y 2108.E r / �', r• NSK r• �, •�a\ r
NY�q � e R
sir
� � _ EXISTING NATURAL
Water Valves \ �' / .�� ;� " ��t- CHANNEL 21
\�` Al �/ / �.'^ -- `'\ . \ 470 LIN. FT. SW-2 C 'OPH Ha Up
\
ar� ouT \ \, / / �� CONSTRUCTION SEQUENCE
1i23.3 � / � I � � � 470 RELOCATED OPEN CHANNEL
' N.
A. INSTALL EROSION CONTROL DEVICES PRIOR TO
TOP MH 2 2.2 \� I i/ �- A V� 1 CLEARING AND GRUBBING
. 2116. -
1 / g w
/ Yp B. CONSTRUCT TEMP HAUL ROAD
FORCE 1` `„\ / / ,J C. PREPARE TOPSOIL STORAGE SITE
/' D. CONSTRUCT PERMANENT STORM WATER AND
1 ��, ` �' ',, / r ;J / / •- \ \ ; SEDIMENT BASIN WITH RISER AND STONE FILTER
- / _ -
" \ ' \� � � �` � � ` � / � . . . . :•. . : •' -, / / - \ ( 1 � E. GRADE F>i�k�CAIE{? CHANNEL AND BANKS
11 \t / sY' '~ �, - \ ALLOWING THE EXISTING CHANNEL TO REMAIN OPEN
•
:: ,� - I •, _ A
F. O LINE RELOCATED CHANNEL AND BANKS WITH .-•
/ _ 1 ER SI©N CONTROL MATTING
MUD MAT' G. OPEN RELOCATED CHANNEL AND COMPLETE
n y
v N 1�15`l1• E - �;:; �` GRADING ABOVE RELOCATED CHANNEL AND SEDIMENT
- •r. / 7.0 11" W \ BASIN
= �. 3�32 l
� •. � `i ` '', H. ESTABLISH TEMPORARY VEGETATION WITHIN 15
V I
\ LIMITS OF DI REED AREA DAYS.
i W p c�
4
_ 1 � , i. NOTIFY DESIGNER AT COMPLETION OF CHANNEL
1 -` 7 SILT FENCE RELOCATION AND INSTALLATION OF WETLAND
1 r
,09 W / / 7292E W PROTECTION Q
TO' MH 211 0 9.57 7.5E I _ -
• N 56'07'19" W 1 �,
MN 110.3
- S 58*3153 W38.97 ' .
;
Y12't 33.59 ;�� `' \ 25' WETLANDS BUFFER .
'!•fib 0
FORMER POND SITE 6.
PERMANENT SEDIMENT BASIN/ WETLANDS
18,4 y sf 1� _ V
STORM WATER DETENTION POND 1� Ld
1 r"- PERMANENT RISER AND 2
1 , STONE FIL SW-2
TOPOGRAPHIC SURVEY BY HIGH PASTURE LAND
SURVEYING, HIGH PASTURE TRAIL, 5163 OLD HAYWOOD
" ROAD, FLETCHER, N.C. B-12-98 �"-
1 1 EXIST 8 VGP 1 g z U
1 , 18" CMP CHER
r 1 INV. 2107.7 F��T
1cl, �F` ,
S 5 0
TOP 211 5s 7 NNEL 32'28" W R=107.02' L=69.08' \ ` EXISTING OPEN CHA e •••-
IW. 7.7 1� 1 / 26,35 CH.=67.89 N51'11'13•W 70 LIN. FT.
I
4B•� �� S R M ENTERS CULVERT
TOP 211 .5 1 ND PRIVATE ROAD ,f
W. 106.3 / Q'
\\ N P S
\ ` VICINITY
NJ.& 41
TOP ill 2110.1
0. 2105.9 \
Cm' ' A N NKE L R E L C A T 10 AND
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L L A
N T r4mN /
EROSI C "
ft1 WatK Meter ,,`
Elev. 2111.1
Foe Hydrant
'C*pyNht 1999 by JOHN A. BROiADBOOKS, ASLA FlLE NAME: MRKCENTER / PROJECT NO. 98mktcTrovCenttr / DATE: 12/ /09 / SHEET 2 OF 4

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\ LAND USE: two
RESIDENTIAL/ UNDEVELOPED N 8707 E •- "�_ \
\ Schedule: Temporary. Vegetation
\ dow A/ 1 . Incorporate dolomitic agricultural limestone 0 50 lbs./1 ,000 sq. ft. and
\\GRAVITY 10: 10: 10: fertilizer 0 17 lbs./1 ,000 sq. ft. into soil prior to seeding. O
2. Summer seeding (May 15 - Aug. 15): German Millet 0 1 Ib./1 ,000 sq. ft.
3. Fall seeding (Aug. 15 - Dec. 15): Rye grain CAD 3 lbs./1 ,000 sq. ft. O
4. MUlch: Grain straw 90 lbs./1 ,000 sq. ft. Uj
\\ TBM-TOP SANfTARY ,5' _ U-)
\ ��
SEWER I�tA�MiOIE ��6� � � - ____ - ,- ' � ` �. A ; cV
2131.1 �6 , ..
Ero ion C ntrol Matting o
1 Slope matting (slopes 2.5:1 and steeper): Continuous cover of Excelsior
\ + v 2t ' / /♦t \ matting Contech "Standard Plus" or equiv.) or combination of straw and
coconut fiber North American Green "SC 150" orequiv.).
(
%
f/ _ - _ ,'l ° ---� �� I i/ / . ' 9� LAND USE: 0
T MH 21 1 - - \ % C
INV. 125.4 �- _ _ . _ ,{� COMMERCIAL/
� \ _ -- - � � \ � �' ' .;.�.__ - I� �/� : '�/ � /�� INDUSTRIAL Permanent Vegetation - Lawns pp
GRAV MAIN \ _ _ ' _ - - LIMITS DISTURBED AREA
`,\ \C. -'[�� ` '� 1 . Incorporate dolomitic agricultural limestone 0 50 lbs. 1 000 s ft. if U
ARTS RE \ -> _ \ \` \�\ r - ( 7.34 c ) Q P 9 / q O
previously treated or 0 90 lbs./1000 sq ft if not previously treated I
\ \\� \` r
.and 10: 10:10 fertilizer ® 17 lbs./1 ,000 sq. ft. into soil prior to seeding. N
FORCE \ PONIER POLE �.) _ 2. Seeding (Mar. 1 - May 10 Aug. 1 - Sep. 15): Byrum Seed Company ^
<" �18 CMP \� ti / �, Plushtex or equivalent ® 5 lbs./1 ,000 sq. ft. �.
1 INV. 2121.E ; - r / �� ��� 3. Mulch: Grain straw 90 lbs./1 ,000 sq. ft./ tack in place with asphalt
\ i -- \ � ��s• emulsion or equivalent product.
TO 212 �
Fire Hydrant (Typ) XISTING CULVERT 0 MAIN =
- / R=929.45' L=37 1 ,'� / _ _ - ♦ \ a
ELEV
R Monument 375
2123.9 \ \ \ / INV. 2108.6 •
�►
r EXISTING NATURAL Igo tv 114M
Water Valves '° ""` \ \ �\ _ / CHANNEL ■m Am 000
�� \ 470 LIN. FT. PIK s N
t SILT FENCE t = \ `\_ / i / ^? `•
OUT MUD. MAT
O
2123.3 �-- 2. MM 7 v 4 2+" d
v TOP WH 2 .2' ,\ TEMP SEDIM�NT _ I ' v v 17v v -I I v v c--
BASIN - 7050W. 2116,
' 1
t ILT FENCE .jpPR0TECTIQW
TF.MP RISER AND
MUD MAT I N
VC W
jib
l
LAND USE: V N 11! 5'17' E x • " i
COMMERCIAL ' S 8 '0511 W ; 1 t�
1 - N 80'35 21 W Z7.32 \ ` V
/ n
1 � ; 709" W '� ' / �" �, 7729'26" W I I ' SILT FENCE W� _ �` b
0
" 0
TWIN. 114 31 0 - - - --- i , _ ; S 5931'53 W 38.97 •, 3
S 45'23'56" W 27.37'
t l* " __ -'ram . � - 1 i ' •. ��\ L. cD
LAND USE: ! / 1 0
RESIDENTIAL t `• METLAMDS ' U •
PERMANENT SEDIMENT BASIN/ �� 0.42 res --
STORM WATER DETENTION POND �' �� �� 18.4 sf \ I OC
s y �I W
(� • + ^c3 �, L - 5100 Cr si os, ` ' , - � Z
PERMANENT RISER AND ' -}-+ Z
t L.
,. STONE FILTERsw-2 �` •• ;�
WIDENED STATE ROAD FOR TRUCK � TOPOGRAPHIC SURVEY BY HIGH PASTURE LAND a
-LIMITS OF DISTURBE AR `� ACCESS - 4G.0' )` _ SURVEYING, HIGH PASTURE TRAIL, 5163 OLD HAYWOOD Z
( 7.34 S" VCP t ROAD, FLETCHER, N.C. 8-12-98
1 I / ` U
001 w W
•� FLETCHER
tSILT FENCE , -
v_ TEMP SEDIMENT -C
tll BASIN - 6000 cf 1 / \ \ V W
1 _ r� `• \ ` v: sFK7
LP
TOP 211 5 ' S 5732'28" W R=107.02' L=69.08' �- EXISTING OPEN CHANNEL E LL Z
INV. 7.7 1 4.2 26.35' CH.=67.89 N51'11'13'1M •` ml � �, 70 LIN. FT.
2 T 1 / 'd MUD MAT � I
ER
STONE LTER �./ RI
,1 \' � --__, �� S D M PRIVATE ROADW. 106.3ERTTOP �
. .
1 .5 � /\ / * � g
VICINITY MAP A�W
N.T.S. ie
TOP MH 2110.1 / --r , U O
O
' INV, 2105.9 �
m
11ASE 1 Grn\ AD NG AND ++ •mac
LAND USE: m t �
COMMERCIAL
L.
,o Water Meter F_��\ O S 0 N ITR LAN
E7' CO OL
Elev. 2111.1 50 100 150 p
Fire Hydrant mini
Copyright 1999 by JOHN A. BROADBOOKS, ASLA FILE NAME: MRKCENTER / PROJECT NO. 98mktcTrovCenter / DATE: 12/02/99 / SHEET 3 OF 4
,

r sa►*I+ sq �
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LAND USE: "Wore ' e
\ - \ s
. 8 x
\ RESIDENTIAL/ UNDEVELOPED N 8707r., `;'t. r
�'S
\ --- ! 424.6. �
'
mooSchedule: Temporary Vegetation ' � 8 �p4
\ all r"'�r 1 . Incorporate dolomitic agricultural limestone ® 50 lbs./1 ,000 sq. ft. ` tt"�""'�
\\ • _ ., • �' _ �\ �Q 10: 10:10: fertilizer ® 17 lbs./1 ,000 sq. ft. into soil prior to seeding. 0
\CRAB �r _ r\ �� 2. Summer seeding (May 15 - Aug. 15): German Millet 0 1 Ib./1 ,000 sq. ft.
3. Fall seeding (Aug. 15 - Dec. 15): Rye grain © 3 lbs./1 ,000 sq. ft. o
4. Mulch: Grain straw 90 lbs./1 ,000 sq. ft. u
\ TBM-TOP SANITARY _ - - \ •i N
\\ SEWER MANHOLE .` ,�
\ 2131.1 9� 'Ji 1 t C/�/ ,max Erosion Con r< I Mat ing
CUT 1 . Slope matting (slopes 2.5: 1 and steeper): Continuous cover of Excelsior v
\ \ A - _ N ♦, matting (Contech "Standard Plus" or equiv.) or combination of straw and
coconut fiber (North American Green "SC150" or equiv.).
A
i
' �IMITS OF DISTURBED A--,,.._,:k~ -' , r� LAND USE:
T MH 21 1 � \ �/ COMMERCIAL/
INV. 125.4 \ _ \ 5.26 ac ) '�` INDUSTRIAL Permanent Vegetation - Lawns op
A \ O NDUSTR
GIZA MAIN �\ \ ; 1 . Incorporate dolomitic agricultural limestone ® 50 lbs./1 ,000 sq. ft. if o
ARTS ERE _\ `�� F6WER JJNE (TYP.) �,�� \ 11�1 / / , previously treated or ® 90 lbs./1000 sq ft if not previously treated ,�y `'
I
\� \, / /' and 10:10: 10 fertilizer * 17 lbs./1 ,000 sq. ft. into soil prior to seeding. �
\ `C -� -+s I / ,� \ IMITS OF DISTURBED AREA _ _ n cv
\ 1.59 ACRES r! \ . \ - - _ \ `� ` \ 5.26 ac ) 2. Seeding (Mar. 1 May 10 Aug. 1 Sep. 15). Byrum Seed Company
FORCE Njg•Rp } \� �- / "Plushtex" or equivalent ® 5 lbs./1 ,000 sq. ft. ^
\ Ill 2121.E y�•- -� / \ �9 3. Mulch: Grain straw 90 lbs./1 ,000 sq. ft./ tack in place with asphalt o
emulsion or equivalent product. v
TO H 212
Z
INV. 120.3 \ 1� �G �, / -i-'� ° --� / 3.3 Q� 0
Fire Hydrant (Typ.) XISTING CULVERT TO REMAIN [L
=
a \ \ / R=929.45'
ELEV. VALCH.= INV. 2108.6 e
2123.9 \ \ \ -
R/W MmrrientI7 ..-
\ EXISTING NATURAL 10
�"�` 0
CHANNEL 0
Water Valves -- - - � %� 470 LIN. FT. 0
SILT FENCE \\ -�.-� \ / ^' 7.57 ACRES tV
0.66 ACRES
G \ CMP OUT
*4 2123.3
TEMP SEDIMENT >--
• TOP
O MW fi 2.2 �` BASIN - 7050INY. 211 / _
cl-
SILT FENCE E `�- \ ` , . 1 .,�/ � / SIT F ll
/r TEMP RISER AN
J
q ` \ ITER CONSTRUCTION SEQUENCE
TEMP. SEDIMENT BASIN •
RISER AND ST NE LTER
- C>1 A. INSTALL MUD MATS AT CONSTRUCTION ENTRANCES AND
ALL SILT FENCES PRIOR TO CLEARING AND GRUBBING
ow-elm-
B. CLEAR AND GRUB w
' n LAND USE: N 71'2r17" E i \ G. CONSTRUCT TEMP SEDIMENT BASINS W/ STONE FILTERS,V 1� / /- � *� �I' ,&y 1
COMMERCIAL Q / - i { N 893521" W I REMOVE ACCUMULATED SEDIMENT WHEN HALF FULL.
1 ' D. ROUGH GRADE SITE
. LLI
N s21'�"'W I ti t T R AND STORM WATER FACILITIES
\�\ S ' � J 52.50 1 % E. CONSTRUCT DADS V)
SILT FENCE
(� -17'�• w ' , ' / 72'29'26 W _ _3 ' , w- " \ F. ESTABLISH TEMP VEGETATION WITHIN 15 DAYS OF 0
\ 9.57_ ;- % , /^ ` 7.56' N 56'07'19° W \` �I COMPLETION o
TOr MH 211 0 _ _ _ - 38.97
W. 110.3 p ---.- -- "'� ' \ S 58'3153 W G. ESTABLISH PERMANENT VEGETATIION WITHIN 30 WORKING
o - S 45'23'S6" W 27.37' ILT FENCE ' "�
r- ` " DAYS OR 120 CALENDAR DAYS ( WHICHEVER IS SHORTER )
2 - 33.59 w- `"\ \ FOLLOWING COMPLETION OF CONSTRUCTION.
-I , ` ! LAND USE: - '2 N i \ H. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AS 0 "t
- - 2.� - -
�?_ RESIDENTIAL a`2`' 0.4EZ s �� PERMANENT DEVICES OR VEGETATION IS ESTABLISHED. U
PERMANENT SEDIMENT BASIN/ N
- STORM WATER DETENTION POND ti 18* sf �i \ I _ �
TO W
�• o,= �1 �° - 5100 CF "i`SD,S ` ` •C� �'�' ,� Z
s Z
PERMANENT RISER AND tof Q
STONE T11 TER SW-2
N STATE ROAD FOR TRUCK ` / .-' TOPOGRAPHIC SURVEY BY HIGH PASTURE LAND 0 a'
WIDENED E �\
ACCESS - 40.0' ,..' SURVEYING. HIGH PASTURE TRAIL, 5163 OLD HAYWOOD Z
", ��� ROAD, FLETCHER, N.C. 8-12-98 L_
�� `'-- - EXIST- 8- VCP 1
t 411 /^\ - 001
U
18 C '"` i \ FLETCHER w
1 _ INV. 210 . 1�, I Ya
SILT FENCE
, TEMP SEDIMENT �^�
BASIN 6000 cf ' ` \ \ s 1 s,� d- a� a
-� ' EXISTING OPEN CHANNEL U. 0
TOP 211 5 S 52`3228" W R=107.02' L=6908 -- J �,
�, 24 26.35 5T11 1 CH.=67.89 N 5`W `� 0
70 LIN. FT. Z
INV. 7.7 1 N 75 40 "
' o W
� TE PRER D
STONE LTER \ �/ ��' S R M ENTERS CULVERT I
TOP MH 211 5ND PRIVATE ROAD ♦� �
INV. 106.3 / 0
\ �P N P S .�.r
\ ` VICINITY MAP C
-� N.T.S. 0 Y
0
TOP MH 2110.1 y j U 0
INV. 2105.9 \
'� r -+j Q
P 'l-I' A S E 2 S ON CONTROL00
-� RAD NG E
LAND USE: 00
COMMERCIAL L.
0
0 Water Meter Z
Elev. 2111.1EL 0 1 150 _
O
AND P " M N A R Y T E PLANFire Hydrant SUBJECT TO CHANGE, NOT FOR CONSTRUCTION
A.
Copyright 1999 by JOHN A. BROADBOOKS, ASLA FILE NAME: MRKCENTER / PROJECT NO. 98mktcTNr+avCentW / DATE: 12/02/99 / SHEET 4 OF 4