SW3150906_APPROVED PLANS_20151016

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW__
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

SALISBURY HIGHWAY
STjkTESV1[LLE NORTH CAROLINA
[�f' REVIEW/PRELIMINARY
❑ APPROVAUPERMITTING
❑ BIDDING/CONSTRUCTION
❑ RECORD
CONTACTS:
DEVELOPER- SHEETZ INC., SAM SMITH [phone]
WA -ER & SEWER- CITY OF STATESVILLE - DENNIS HARRIS [phone]
,rrr,r._S
9 �B'�
SEPTEAIBER 18,, 2015
VICINITY MAP
CATV/TELEPHONE- TIME WARNER- PAUL MILLER [phone]
ELECTRIC- DUKE POWER- R/W STEPHEN LORD [phone]
STREETS/ENTRANCES- NCDOT- STEVEN BRIDGES [phone]
GAS- PSNC- K.C. JONES [phone] OR [phone]
ENGINEERING DEPT.- CITY OF STATESVILLE- BRENDON PRITCHARD [phone]
WATER RESOURCES- CITY OF STATESVILLE- JERRY BYERLY [phone] BRANDY JOHNSON [phone]
LANDSCAPING- CITY OF STATESVILLE- ELAINE ANTHONY [phone]
ZONING- CITY OF STATESVILLE- ELAINE ANTHONY (704; 878-3575
PROPERTY ADDRESS:
1520 SALISBURY HWY.
STATESVILLE, NC. 28677
SHEET
INDEX
S 1. COVER SHEET
S2. BOUNDARY AND TOPOGRAPHICAL SURVEY ( SGROI )
S3. DEMOLITION PLAN
S4. SITE PLAN
S5. UTILITY PLAN
S6.
STAKEOUT PLAN
S7.
STACKING & TRUCK ROUTE PLAN
S8.
E & S PHASE
S9.
E & S PHASE I I & GRADING PLAN
S
10.
E& S PHASE I I I& GRADING PLAN
S
11.
SPOT SHOT & GRADING PLAN
S
12.
LIGHTING PLAN
S
13.
SHEETZ DUMPSTER DETAIL
S
14.
SHEETZ STANDARD DETAILS
S15.
SHEETZ STANDARD DETAILS
S
16.
SHEETZ STANDARD DETAILS
S
17.
E & S DETAILS
S
18.
E & S D ETAI LS
S
19.
E & S D ETAI LS
S20.
E & S DETAILS
S
21.
STANDARD DETAILS
S22.
STANDARD DETAILS
S23.
STANDARD DETAILS
DEBORAH M. BROWN - LANDSCAPE ARCHITECTURE
L 1. LANDSCAPING PLAN
L2. LANDSCAPING DETAILS
STORMWATER
QUALITY-
CITY
OF
STATESVILLE-
BRENDON
PRITCHARD
[phone]/
NC
DENR
BILL
DIUGIUD
(919)
807-6379
SOIL EROSION-
IREDELL COUNTY- RANDALL MOORE
[phone]
;- d uments is
ENGINEERING
- LE&D PROFESSIONALS, P.C.
rule: ,. r
hSF
l' r+ rolina
i aesianer
ini r 91fy •:Vlfh the
MARK JOHNSON,
(434)
792-3680
pI
s[oi v,aer-,Ie d1; for 1,
I 'ic „tr. the
Pn
'►o 1�c
SURVEYING
SERVICES-
SGROI
LAND
SURVEYING
PLLC
(336)
885-1366Na
.,sire
pa'.e4
PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
SUITE-B
1 10 EXCHANGE STREET
DANVI LLE, VA. 24541
PHONE NO. [phone]
FAX NO. [phone]
WEB ADDRESS: www.landeng.com

N C GRID TIE UTILITY NOTES SURVEYORS CERTIFICATION SALIS
/ BURY RD.
a•wdsr
I, David J. Sgroi, certify that this map was drawn under
Wid
my supervision from an actual GPS (or GLASS) survey made under my The location of Utilities shown hereon are from observed evidence of above a. I Bwr uid � e em.. de ■wk -.I - an a� ....r GUM WM OC-X
supervison and the following information was used to perform the survey ground appurtenances only. Superior locate utility marking contractor �•w ( a.o'bB� woaa.a Book _fir vaoa Ae a .mw �
t ewt Uw kewgwNa uol avwryN aw aaoae.a s rawt ham J
Mamoban IN Book - Pop - W dkr nfw,w sawn • ewe
located underground utlities by above ground electronic detection. / 'IV
B,a „Ba dP,aakiw « poavm, aoaaary M 10AW .tw Bwt Oft mw nwaf. Ow NI)
Class of survey. Class A All utilities mat not be shown.
Positional accuracy. 0.05' /
Type of GPS (or GLASS) field procedure: NC VRS mar■n.a.d nw se.m.a. d waauo. ta. Lm,a arY.�a+o in fbnk awaBw Cl+ «rrc x +aool"
Date(s) G survey :S)field
2014 t^vaamb l��N ��/ O� Q r SITE Sq<iSB�
Dates) of ch y : NOV 25, 2 I oml1 , - erwy 9,at Br. vml•d w aanokb! wd•r nd ewd _� QF� /�L_ �d 6� dJO r R}
/ a,a widw U akwwa dam ana the jvW s cowelA 0o: "N ar aalonw)) curry `9 \ r z
Published/fixed control: VRS mea. u�a. mr .o«w+e c r.t .cry aa• O0 ^�•a " tlOr 1014 Q SEAL C 0. = a y �0
Geoid model: (12a) / tw d fav� Q J
Combined grid foctor:0.999877 L-3681 \ v S O � N of
O � �
Units : U.S. Feet �9G O� d0 �y w
SIGNAL
POLE _
[SD]
W W
f
SIGNAL
POLE
:ATED TO NCI
1141 PG. 432
TOP C8= 902.54 /
INV. IN = 898.75 Sod�� ,/ . `�ij�- pipv m
Low swWayor
TOP CB = 896.74 TOP CB = 897.82 INV. OUT = 898.10 ROf"'I'�
INV. IN = 892.99 INV. IN = 893.72 �O
SIGNAL V. OUT = 892.84 INV. OUT = 893.71 TOP CB = 900.67 DECEIVED
POLE rINV. O = 896. VICINITY MAP NTS
PP I INV. OUT = 96.17 / PP
L3uJ
15" RCP 17/11CP / �ENR-0EMLR
Land Quality Section
NCDOT PROJECT 8.182240 Mooresville Regional pfRce
TOP MH = 895.35 SALISBURY HIGHWAY (7 ) TOP MH = 903.16
INV. IN = 887.16;,1;-I -egg Sq- INV. IN = 895.27
INV. OUT = 885.58 IN = 891.1 INV. OUT = 895.24
UT z89 .Od
S WV
S -`. S S S S S S S S S S
POSSIBLE JUNCTION x 12" DIP
-1AI_/ W ----�- S _-
S
BOX PER NCDOT,PLANS G G DEED LINE D.B. 10 PG.-873 G G G G G G
h
fff# f 11
FH S ST49'S3' E
'Cr P\�
ro Q p S 5B'04'1r E 218,37'
v I TR dh
K MONUMENT 0 �
S 16EE 343A7' _ \4
/ SPC MAD 2011 'L ® ®� ti- zO
SPC 2011) / Z M:73978CIS PP ® QE(0
M:7�968.28 / E'1400033.88
E144974206 ASPHALT 00 GAS TANK
o -PAD
YARD ® 0@0 VENT PIPES
FHHYDRANT C,yy ALP PIN# 4753091620.00
1-1c^ u NCDOT PERMANENT QG. O DECK - J� ®® NATIONAL RETAIL PROPERTIES LP
. p ' PIN# 4753093513
DRAINAGE EASE
D.B. 2309 PG.2303 FRANK CLOANINGER
D.B. 1141 PG. 432 0 r` / U 0 ®®®® Q{ D.B. 403 PG. 162
Nm I TOP CB = 893.14 / 44.1
INV. IN(NE) = 886.29 0 P I I
INV. IN(S) = 888.97
C� W INV. OUT = 886.32/ �w� l-O / M 2c
wr m 14.1 V TOP MH = 899'
P � INV. CL = 882.1
2.7� I
O
1°OWN P URB AND GUTTER 0�
S 55WI70 E 21 0�G moo I I I
O
4'18' E
� PP _
TOP DI = 890.22 \ a G� _ III �O P_OPRRETE TY LI �ME.6' OFFSITE DRAINAGE
INV. OUT = 885.67 v 9013 o DUMPING
UNTO SUBJECT
S 7T24'18' E CONC RAMP Gy
\ !� ASPHALT
TOP DI = 892.23 \ r
INV. IN = 890.08 ,
INV. OUT = 890.02 PIN# 4743998676 {�L/')
/ \ / BILLY R. MOOSE PIN#EXA 4753092308
6q0."; co tse a D.B. 1028 PG. 873 J.J. AL-B. 20 R & SON, INC.
co 9°°h NCDOT R/W D.B. 1141 PG. 432 i D.B. 2079 PG. 552
FF HIGH WAY PLANS BK.2 PG 1-1 f
AREA OUTSIDE R/W . 189,884 Sq. Feet
\ LOADING RAMP 4.W9 Acres
TOP DI = 897.26
,P ti1'
Z . 12" RCP / [SD]V. OUT 892.4_3� o AREA IN NCDOT R/W NOT DEDICATED TOP DI = 896.67 [SD] [SD]
0 • 6.136 Sq. Feet INV. OUT = 894.36
0.141 Acres
AREA IN NCDOT R/W DEDICATED
w^ \ ASPHALT D.B.1141 PG. 432
3 1 0 t 4 8
4 TOTAL AREA - 4.814 ACRES
f � � LEGEND
o
/ \ c
I p be found sin tandard
ihesymbols
ng will
TOP MH = 894.42 C�O RpOR� /tt! ® a
INV. IN = 876.48 A GP (n ,� + SPOT ELEVATION ©TELEPHONE PEDASTAL
INV. OUT = 875.84 \£ - �� y0 CLEAN OUT - N
0 BENCH MARK a MHMISC
• EVERGREEN e LIGHT .
POLE
EXISTING IRON PIPE CATCH BASIN
ONEW IRON
PIPE
FIRE HYD
a T SEWER EASEMENT @
MH REBARWER O WATER
VALVE
DECIDUOUS
DEED LINE D.B. 1028 PG. 873 e e D.B. 287 PG. 88 r�
a ems, 84.8' p TI P.K NAIL © ELECTRICAL TRANS
T V FIBER OPTIC HAND VAULT
S 77 ®❑ TRAFFIC CABINENT © GAS SIGN MARKER
p - TOP MH = 897.53
INV. IN(SE) = 881.76 S SEWER
\ to INV. tN(SW) = 881.41 STORM
\ P
PP
- INV. OUT =
881.15
EASEMENT
CHAIN LINK FENCE N 87'E603r W
801527'
�2 1P
W
WATER
J
_ _
St
_ _
G
GAS
TOP MH = 895.8
T
INV. IN = 878.45
TOP DI = 896.21
TELEPHONE
INV. OUT = 878.19
PENNY STREET - DECLARATION F WI HDRAWL D.B. 1259 P
INV. IN = 894.07
\' TOP MH
= 89723,;.. - �carr,.�nks
E_
ELECTRIC
N ST58' W
TOP MH =
IN(NE)
INV. IN NE
896.55
_ 886.48
INV. out = 894.ot
j INV. CL =
_
881 Y$rJ ca n,
j&me�t�s is
DEED PLAT LINE
INV. IN(SE)
= 878.63
_
rd
rule .ea �� , r� . i rassigner _
LANDSCAPING
\
4'6 ir, INV. OUT =
A\
878.63
de
Insp,-s c su - ; mur mity •,vith the
co n
6
�ror„" rt t,r��r�r nincelithChe
FENCE
v h
FLINE
9p9
$
F..,n!i sr_ sldl-Jv1 Qg �.� Lata_�VJ�IS
INV.
1" =30�
694,s1
Shsw' 2 &f_'2' ?e JFion Date�2,5•2Dlq 0
30 60 90
PINr 4743998117
RENTAL UNIFORM SERVICE
NOTES: \ D.8. 599 PG. 981, D.B. 1259 PG. 990
1. SITE IS SUBJECT TO ALL EASEMENTS. R/W AND AGREEMENTS \
OF RECORD PRIOR TO THE DATE OF THE SURVEY AND THOSE SHOWN HEREIN.
2. ALL DISTANCES ARE HORIZONTAL GROUND, UNLESS OTHERWISE NOTED \
3. ALL BEARINGS ARE GRID BEARINGS.
4. AREA COMPUTED BY COORDINATE GEOMETRY.
5. ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN.
6. PROPERTY DOES NOT UE IN A SPECUL FLOOD HAZARD AREA AS BY NC FLOOD MAP
J71OJ71100J,371037200J, MAP REVISED SEPT 5, 2007 UES IN ZONE X.
VCOMPANY REGISTRATION P-0136
ire i� AT AA
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MANHOLE
ACCESS TOP ELEV.
898.00 MANHOLE
-4 ACCESS
TOP ELEV.
' 896.50
STEPS @ 12"
_> 100 YR.
V 894.29 STEPS ® 12"
o _
_ a 72"0 I I I
r PRECAST
MANHOLE I 42"O BCCMP (12 GA.)I
to YR. I I - I I 48"0
0 891.61 I I I I PRECAST
MANHOLE
/ 891.00
V2Yk
890.1\6
o I 60"0 BCCMP l YR.I 9
889.6p I I I t
15"0 RCP
88al.001 I -
24" 0 RCP
8 35 _886.75 I 6"0 PVC - 186.72 886.621 1
o o 0 0 0 0
6" MIN. COMPACTED 6x3" PVC REDUCER
6" MIN. COMPACTED
AGGREGATE BASE 6"x6" DEBRIS SCREEN AGGREGATE BASE
WITH MAX. 1" SQUARE
OPENINGS
� ECTI 0 N A -A
VEGETATED SIDE
SLOPES TYPICAL
SEDIMENT FOREBAY
3:1
MIN. RIPRAP
15"RCP _[
TOP OF BERM
FOR FOREBAY
=896.0
SAND FILTER
-CLEANOUT
VTOP OF SAND
FILTER =893.0
3: 1 C MIN.
TOP EMBANK.
_1 = 896.0
BOTTOM
FOREBAY 15"RCP
=893.0
BERM WITH 10' WIDE
RIP -RAP WEIR AT 895.0 [48" PRECAST MANHOLE
TOP = 896.50
`\7 6" PVC INV. IN = 890.16
SHWT> 2' BELOW BOTTOM OF SAND 15" RCP INV. OUT = 890.06
SAND FILTER FILTER =891.5
6"0 SDR 35 PVC PERFORATED UNDERDRAINS
SLOPE 0 0.50% TO OUTLET STRUCTURE
2 EACH REQ.'D EQUALLY SPACED
WITH CLEANOUTS (SEE DETAIL)
SAND FILTER TO BE 22' WIDE x 15' LONG x 18" DEEP
SAND FILTER DETAIL
NTS
CB-14
(2)C.O.S. ST-5
CONC. CATCH 84SIN
TOP ELEV. 897.76
INLET ELEV. 897.26
INV. OUT 894.26 -
tY15' RCP 1%
CL 111 ® 1.88%----W-N
NH- 15 -�
NCDOT STD. 840.52 SDMH
SPL/17ER SEE DETAIL THIS SHEET
RIM/TOP ELEV. 898.00
(0-14) INV. IN 895 \
(MN-16) INV. OUT 895.00
(EW-17)INV. OUT 893.35
MH-16
NCDOT SID. 840.52 SDMH
,m
RIM110P ELEV. 896.50
t
(MN-15) INV. IN 891.00
o
(67 INV. IN 890.16
INV. OUT 890.06
LIMITS•O
LANK EXCAVATION
l�
O
9 5• n I I
-18
INV
INV. 893.20 .0,f' S' -'15' RCP
CL N ® 1.01
15 15' RCP
CL 111 01.\
FOREBAY
FILTER
FABRIC 6" PVC SDR 35 PERFORATED
3" 3" UNDER DRAIN W/ J" PERFORATIONS
MIN MIN
@ 0.50%
3 a (2 REQ.'D W/ CLEANOUTS) EQUALLY
„l.i SPACED
DRILL 4 EACH 3/8"0 PERFORATIONS
WRAP UNDERDRAINS W/ AROUND PERIMETER OF PIPE EQUALLY
#57 WASHED STONE SPACED. PLACE PERFORATIONS AT 6"
AND FILTER FABRIC INTERVALS ALONG LENGTH OF PIPE
900
6" PVC UNDER DRAIN DETAIL
NTS
895
MANHOLE
ACCESS
TOP ELEV.
898.00
r 72"0
>. PRECAST
MANHOLE
e /
42"0 BCCMP
I I : 891.00
_
�15"0 RCP
I I 889.91
60"0 BCCMP
- I ( 15"01 IRCP 11
,888.00
I I 6"0 PVC W/r_�
886 85 3"0 ORIFICE +:�; 886.75
a
Q
OUTLET CONTROL STRUCTURE DETAIL
NO SCALE
lie 9A i i'
:•/
15"0 RCP
TO STORM
DETENTION /
885
15"0 RCP
15"0 RCP
TO FOREBAY &
SAND FILTER
FILTER
(21) NEW 18' INV. IN 886.E
TOP CB = 893.14
INV. IN(NE) = 886.29
INV. IN(S) = 888.97
INV. OUT = 886.32
20' 24 RCP
CL 111 ® 1.00% \
MH-22
NCDOT STD. 840.52 SDMH
RIM/TOP ELEV. 896.50
(OCS-9-61PVC) INV. IN 886.72
INV. OUT 886.62
OCS-9
OUTLET CONTROL STRUCTURE
STORM STRUCTURE 72' DIA.
PREC4ST MANHOLE
TOP ELEVATION 898.00
SEE DETAIL THIS SHEET
(0-8)INVERT IN 866.85
(MH-16)INVERT IN 8,69.91
INVERT OUT (6'-4218CCMP 12 CA.) 891.00
INVERT OUT (6' 15 -RCP) 888.00
INVERT OUT (6'41PI C W/ 310RInCE) 886.75
WEIR 895.0
EMBANKMENT
RIP
RAP
TOP 896.0
TO
BERM
- - _
AP
ON
96.9
O
1C"o5RP
a
----
RCP
\
ORY15"0
EBA
-
893.0
1510
SAND FILTER
-1
P ROOL
TOP 893.0
BOT. 891.5
6"0
PVC
_
PERFORATED
24'0
EX 300
-
RCP
RCP
•//
:•/
STORM DETENTION / SAND FILTER PROFILE SCALE: 1 " = JO' H / 5' V ' lC
CCI1 ED
SAND FILTER
? -
,� (1,
PLAN
„�,,,„„�,�
DfNkl)
L
Sand filters should be inspected of least once per year after a storm event, to ascertain
Moa•�leal��
e �'q
s�1 Regional h0
MANHOLE
whether the filler's infiltration capacity is decreasing due to clogging of the top layer. This
dal
ACCESS TOP ELEV.
layer may be removed in such cases to restore the infiltration nte.
�B
Malntmotwe
898.00
Sand filters must be maintained as needed to remove visible surface sediment accumulation,
trash, debris, and leaf litter to prevent the filter from clogging Prematurely The top layer
'
may need to be removed and replaced if the annual monitoring shows a decrease in the
STEPS ® 12"
infiltration capacity. In areas where heavy hydrocarbon loadings may be expected, the top
2
Q
15"0 RCP
to 3 inches of sand or overlying layers of geotextile and top soi: must be replaced every 3
48" 0
TO STORM
to
PRECAST BASEL
��
DETENTION
5 years. The removed material must be tested for proper dispos.7l.
1
L
The maintenance guidelines are as follows:
�
The sediment chamber outlet devices should be cleaned or repcired when drawdown
=//895.0
times within the chamber exceed 24 hours. Trash and debris should be removed as
15"4 RCPl I I I
15"0 RCP
necessary. Sediment should be cleaned out of the sedimentation chamber when it
I I I -
TO FOREBAY &
accumulates to a depth of more than 6 inches.
I I 893.45 $93.351 I
SAND FILTER
When the filtering capacity of the filter diminishes substantially(e.g., when water ponds
on the surface of the filter bed for more than 24 hours), the topsoil and underlying 3
inches of filter material should be removed and replaced with fresh material. The
;.�._�::�';+:-•-•o>;..z�ti ':�•:`'•.'.
removed sediments should be tested and disposed of in an acceptable manner (e.g.,
landfill). Silt/sediment should be removed from the filter bed when the accumulation
6" MIN. COMPACTED
exceeds 1 inch.
Vegetation within the sedimentation chamber of open sand or organic filters should be
AGGREGATE BASE
mowed to limit the height to 12 inches. Vegetation within the sedimentation chamber of
a closed sand filter should be removed.
Aprd4
Direct maintenance access should be provided to the pretreatment area and the filter
ca u nn v ha dacesign
is
S
P
Li
TT
E
R B O X D ETA I L
bed.
requ rc by ,r , + t r pre i i 'orth Carolina
` t * , s^n designer
cute rF.t, r t , :wYF
F
Insp t ot: n I ce iS „onforsnity with the
CONSTRUCTIM SEQUENCE
plarx, a o spc and .,erm, corcliance with the
N0 SCALE
stormwater rules. (15 ^.:4Ci:" 21-; . ", eoe (D )
P�,_;n;t 4�IA f31ji_.y� aqL(-._Date tin 16-2015
A. REMOVE ALL SEDIMENT FROM TEMPORARY SEDIMENT BASIN AVO CONVERT RISER
by
STRUCTURE TO ACCOMMODATE SAND FILTER PIPING,
Sheet #_�c.l• 7P,evision Date a• la ''Lol5
B. GRADE/SHAPE SAND FILTER AND FORBAY PER ELEVA77ONS SHOWN ON DETAIL,
C. INSTALL FABRIC AND SAND FILTER PIPING AS SHOWN WITH CLEANOUTS,
D.INSTALL SAND FILTER MATERIAL TO DEPTHS AND AREA SHOW ON DETAIL,
E. STABILIZE ALL EXPOSED SLOPES W77H SOD MATERIAL.
F. ADJUST CLEAN OUT CAPS FLUSH W/ FINAL GRADE.
LEASCIP
PROFESSIONALS, P.C.
RIVER RUN EXECUTIVE OFFICES
SUITE-B
110 EXCHANGE STREET
DANVILLE, VA 24541
N.C. LICENSE: # C-2577
VA LICENSE: # 0404-001401
i
PHONE NO. [phone]
FAX NO. [phone]
www.landeng.com
0tH1
CARpTr�i '
�a
6 =
'•.N01NE��• 5 ��:
iItAt��
9-18'1
z
0
w
IOz
I�
Sheet No.
23
I of
23
Date: SEPTEMBER 18, 2015
Scale: NTS
Project No. --
!N:NC\SZ-STNICI4\enq\dwgV-STVNCI4-PLAN-I.dttq
S

INV. _
894.61 INV. _
88q.9
JGQ i
7-
TOP/ MH = 896.55 / .\
Iw- IN(NE) = 886.4 \
N(S
11 TOP MH = 897.23 - _ - - - - - - - - - _ _ 8 INV. OUTE) 878.63� INV. m) \
INV. CL = 881.79 S
�I TOP DI = 896.21 - 94.6fi� /
9L _ �8�97.00�a
1.50 71Y 900. 0 7W 9. f0 \
6 INV. IN = 894.07 - -_ - - - - - - -'GR 898.50 \ \ TOP MH = 895.85
INV. OUT = 894.01 � P! GR 89B.00 \ FL 895.81 INV. IN = 878.45
- - \ 97 GR 897.00 S INV. OUT = 8.45
TOP MH = 897.53 - �. / - -�
7C 901.50 - 5 SIDE SET&1CK \LC q9t;
INV. IN(NE) = 881.28 / 5' SIDE SE/BACK fi 901.00 B` f f1 895.92 \
INV. IN(SE) = 881.76 l `----897_--- -- I �(Q �� FL 98.58 l \ \
INV. IN(SW) = 881.41 / \ J FL 900.50 - \
/ FT. 899.90 �
INV. OUT = 881.15 I / / \
I 1 FL 899. \ , FL 899.23 FL 899.93 /
897 \\ FL 898.70 FL 899. 896.
I
I i
cJ1
WFL
u FL 899. 897
l
to
I I I 2 8977 \ FFL 696.45 \ /l \ .FL 894.8\1� IO'c !I
❑ saor 900.45 FL 900.is, \ �
eti
ss7 1\
i1 90038
O ) / / it
II � � \ r/>
FL 900•3B \ FL 897.8 \\ FL 894.22
5' \G
/ \ \ • . III
iZ (� I TC 899.78 _ !
, \ i I I \ \ FL 899.28 FLOp
I
899.65 vj \ �i9.p \ \ \ NV NH = 8$2 6. 8P!.'�/O _
899.1 11 / s �`ro \ \INN. OUT = 875.84 /
I 898.60 FL 899.35
FL
Fl. 9.28 / 031 1 ,
ao. Fc D \\ \I �� h
3 5' \\ FL 893.52 Q) QCJ
'
1 FL 89s.e5
I; TOP DI = 897.26 I \ I FL 899.12 \ SMT 9II FL 9W.J6 •
INV. OUT = 892.43
[as ""qq _ \� o FL 893. 14
12" RCP [4S� / \ \ FL 8 ._ FL 900.20 1' ® �� FL 900.20 O
1 FL 896.60 /� Q 1
�✓YS \ \1\
TOP DI �896.67 50� ��41' I ITHROAT - \895.95 / Fl- 8�•� FL '� / I /v
I I INV. OUT = 93.64 FL 898.75Y
ro
lo' �p' III \vq\\ FL 892.87 ':�OJ /
FL Cb
IaJ I I I , Q FL 900.00 / 'd to
FL 899.5010
I •.FL 900.56 A
5" I 4 \ 1 TOP DI = 892.23
I� I I / I FL 899.80 -B ' ii 898.4� - \ ��INV. IN = 890.08
-
FL 899.90 �9 FL 901.00 FL 898.83 q Z
FL 899.40 .7 \\� INV. OUT = 890A2
ro I F1 900.25 J y / - \X �� FL 892.20
tj
\
FL 8 �0 FL 899.40 ` /FL 900.00 o,P �
TOP DI = 890.22
900
FL .36 d� '�:� \ I �
I INV. OUT = 885.67
i -- -- �5SID, S CK ft 899.8F•
v - FL 899.70 -d` FL 899.89
FL 900.36 i .S �. \ / \ \ t FL as•&2 64 ,
r-- �oi. FL soo.ro , TOP CB = Ss3.ta
/ 7 \. FL 896.16 0 INV. IN(NE) = 886.29 ;I
INV. IN(S) = 888.97 '
\ \ \ INV. OUT = 886.32 �I1
d\ / 900.45T� F
- / - - 9� S FL 901.00 900.33
TOP MH - 899.90 _ 9
INV. CL = 882.71INC
FL 900.30
Cr
e \ i Fl us 11 FL 89 ZFL 900.80
e9s.ao wZ
i
1` P� FL 901.
09911 `
_ ® -// Fl 901.50 - 0• FRONT k
iE ��PEWCK \m° 1 \ \
1FL 900.60 !`
P 9 £S 0 65 85 LS S FL 8977s �'
\ FL 898.40 FL 998.1 _
\ 2
� 97 >L1
GR 889.00 TIC q. 899..9 \ - M -fn, Da!/ , 4�
P FL 899.45 - iw 890
9 .00 uiE R sec
Hd 4 /
N.
9 S
9a3.0- M - - - - - i FL 902.57 \ FL 901.87 ` FL 899.12 12" DIP M M
S -- S S S S S S SF 9oau -S 903.60 S - S S\-S S S - - S S -=�- S S S - S-
--- -- )- -)--/ -- t >
TOP MH = 903.16 PTO INFr= 8 \.
INV. IN = 895.27 / 1 -// / -14- IN IN
8H;F 89111 ,/J / �_ ' -�
INV. OUT = 895.24 , T' / - / a_ga7 � . / U TOP/MH = 895.35
� INV. IN = 887.16
904_ _ / 0° g° �,y INS. OUT = 885.58
3 2' / / �� 15" RCP �� /� / �� ��
_aZ`�S� / dd TOP CB = 897.82 TOP CB = 896.74
dd INV. IN = 893.72 INV. IN = 892.99
INV. OUT = 893.71 INV. OUT = 892.84
TOP CB = 900.67
INV. IN = 896.27
TOP CB= 902.54 INV. OUT = 896.17
INV. IN = 898.75
INV. OUT = 898.10
GRADING NOTES:
5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS PREPARED BY LE&D,
TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE.
THE CURRENT REQUIREMENTS OF THE CITY OF GALAX, THE APPLICABLE SECTIONS OF THE VDOT
STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND
6. ALL SLOPES SHALL BE 3:1 (HORIZONTAL:VERTICAL) MAXIMUM UNLESS NOTED OTHERWISE.
STATE LAWS.
7. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY THE CONTRACTOR AND
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS,
SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION
SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29
8. ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, MULCHED, SODDED OR LANDSCAPED UNLESS
REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT
OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE
PUBLICATIONS UPDATING THESE REGULATIONS.
OWNER.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER
9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT PRIOR TO INITIATION OF ANY EARTHWORK
WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A
ACTIVITY.
BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH
10. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT
CONDITIONS AND CONSTRAINTS OF THE SITE.
INFORMATION.
4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE
PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY THE ONE CALL UTILITY SERVICE NUMBER FOR
11. A BURN PERMIT IS REQUIRED IF MATERIAL IS TO BE BURNED ON THE SITE.
THIS AREA. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND
MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
12. FILL MATERIAL SHALL BE FROM AN APPROVED SITE, A LETTER MAY BE REQUIRED BY THE CITY E&S
EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
INSPECTOR STATING PROPER E&S MEASURES ARE BEING USED AT THAT LOCATION.
IE,&'/
)FESSIONALS, P.C.
R RUN EXECUTIVE OFFICES
E-B
EXCHANGE STREET
JVILLE, VA 24541
LICENSE: # C-2577
LICENSE: # 0404-001401
)NE NO.[phone]
NO. [phone]
Wandeng.com
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Sheet #-_11-..cf_�3R`''sionDateq• _" ZOI$ N
'I Sheet No.
11 GRAPHIC SCALE of 23
30 0 15 30 60 Date: SEPTEMBER 18, 2015
Scale: 1" =30'
( IN FEET) Project No.
1 inch = 30 ft. H:NC\SZ-S11MC14\mg\drg\F-S}1MC14-"-l.dwg