SW3160401_APPROVED PLANS_20160404

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

D
I
a
5 1 4 1 3
910
909 FINISHED
908 GRADE
907 EXISTING
GRADE
906
905
904 3.� PERMANENT POOL ELEVATION
903
902 y1
901 10:1 1p:1
900
899
898
897 FOREBAY
896 ?�
895
894
893
892
891
890 8" CLAY LINER 1' SEDIMENT STORAGE
889 BOTTOM ELEV. = 893.00
888
887
886
885
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10
WETPOND SECTION A —A D3
SCALE: H: 1" = 10' V: 1" = 5' 4204
2
910
909
908
907
906
905
904
903
902
901
900
899
898
897
896
895
894
893
892
891
890
889
888
887
886
885
1+20 1+30 1+40 1+50 1+60 1+70
910 910
909 JB 34 909
908 }/ 908
907 J 907
906 TOP OF DAM EXISTING FINISHED 906
ELEV. = 904.30 GRADE GRADE
905 — 904
904 — — — — — — — 904
903 FES #35 PERMANENT POOL ELEVATION 903
9027-f
---------------- ---- ------ 10:1 VEGETATIVE SHELF 902
------ -
901 t iI 12" DEEP CLASS A RIPRAP 901
- f r
900-------------------------- 10:1
L 900
899 EMERGENCY SPILLWAYJ 899
898 FOREBAY WET POND PRIMARY POOL ELEV. 902.80 898
897 � L1 897
896 896
895 _ 2 895
894 894
1' SEDIMENT
893 _ STORAGE 893
892 _ 892
891 _ — — — — '- - — — 891
890 — 890
889 889
BOTTOM ELEV. = 890.00
887 _ 8" CLAY LINER 888
886 886
885 _ 885
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00
WETPOND SECTION B—B c3
SCALE: H: 1" — 10' V: 1" = 5' 4204
910 _ 910
909 100-YR WSE = 902.95 909
908 10-YR IWSE = 902.56 FINISHED 908
907 _ 2-YR WSE=''902.01 GRADE 907
906 1-YR WSE = 901.49' 1"'WQV 906
905 ELEV. 901.00 905
904 PERMANENT POOL GRADE
�}. ELEV. = 90D.00 ADE 904
903 _ 903
902 — — �� 902
901 J = — 901
900 10:1 — 10: 900
899 899
898 MAINTENANCE A3 898
897 POLE
897
898 896
895 895
894 894
893 893
892 892
891 891
890 _ 890
889 889
888 II 888
887 II 887
886 886
885 885
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+ 10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90
WETPOND SECTION C—C B3
SCALE: H: 1" = 10' V: 1" = 5' 420
910
910
909
909
908
RISER #40
FINISHED
908
907
CONVERSION 2
GRADE
907
DETAILS
906
906
PERMANENT POOL ELEVATION
EXISTING
905
905
GRADE
TOP OF DAM
904
— ELEV = 904.30
904
903
903
902
A3 DRAINAGE
903
C4 DIAPHRAGM #1
901
901
10.1
900
—
900
899
899
898
898
897
4" PVC
^i
897
DEWATERING
896
896
RISER
895
895
894
894
FES #41
893
893
tit
-------------------------
RIPRAP DISSIPATOR892
892
—
891
-----------
891
890 '.
890
889
---,
— --
—
889
•,.:
888
DI
888
887
887
886
886
885
885
0+00
0+10 0+20
0+30 0+40
0+50 0+60
0+70 0+80 0+90 1+00 1+10
1+20 1+30 1+40 1+50
WETPOND SECTION D—D A4
SCALE: H: 1" = 10' V: 1" = 5' 420
5 1 4
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COPYRIGHT © 2016
BALLENTINE ASSOCIATES, PA
THIS DOCUMENT IS THE PROPERTY OF
BALLENTINE ASSOCIATES, P.A. ALL
RIGHTS RESERVED. ANY REPRODUCTION
OF THIS DOCUMENT OR POSSESSION
VATHOUT PRIOR PERMISSION OF
BALLENTINE ASSOCIATES, P.A. WILL BE
SUBJECT TO LEGAL ACTION.
m CORPORATE Y
SEAL
C328
C I
6" PVC IN FROM RISER
(896'
40 INV. = 895.8
0
3' 30' L X 10' W ENGINEERED FILTER STRIP
2% _ 895.2
. 895.8
2" PVC IN FROM
DRAINAGE DIAPHRAGM 4" #57 STONE FLOW DISSIPATOR
#2 INV. = 895.8 (TYP.) 24" WITH GEOTEXTILE LINER
BLIND SWALE 895.8 B
INV. = 895.0 #5 DOWEL ® 48" O.C.
6" THICK LAYER OF AMENDED TOPSOIL
AND TALL FESCUE SOD COVERING ENTIRE
7 AREA OF ENGINEERED FILTER STRIP
24" —�
910
910
909
909
908
908
PERMANENT POOL ELEVATION
A2 DRAINAGE
907
907
DIAPHRAGM #2
906
FINISHED GRADE
05
TOP OF DAM
905
904
ELEV = 904.30
904
903
903
902
37
41 LEVEL SPREADER
902
901
901
— 900
81
900
_
899
204 BLIND SWALE
899
898
_
898
897
897
896' ti
-----------------------
—
896
895
895
6" PVC TO
894
ENGINEERED
894
893
FILTER STRIP
893
892
892
891
891
890
890
889
889
888
888
887
887
886
886
885
885
0+00 0+10 0+20
0+30 0+40
0+50 0+60 0+70
0+80 0+90 1+00
1+10
WETPOND SECTION E—E A2
SCALE: H: 1" = 10' V. 1" = 5' 4 20
3 1 2
LEVEL SPREADER
& ENGINEERED FILTER STRIP SECTION F-F
SCALE: H: 1"= 1' V: 1" = 5'
r
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OWNER INFORMATION
STATE EMPLOYEES' CREDIT UNION
P.O. BOX 26807
RALEIGH, NC 27611
OWNERS REPRESENTATIVE:
MR. JAMIE APPLEQUIST
FAX [phone]
EMAIL,IanIL btsro .
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Approved Stori"I6C+a,tir Pg7mIt Dr➢C{dmonts
Construction in ao,�orda,tce vein ;hcse documents is
required by the s.ormw�te o , md. North Carolina
rules require that e- s stormwatsr system designer
Insp.oct during construction, certify con'omtity w"h the
plans and sperm; and cerlify corrypNance with the
stormwater rules. (15A NCAC 2H .1008(j) )
Permit # 511131k O 44 ) Date 4.4. W 1 G
by_M 2ANIDPfLL
Sheet # C.4704 Revision Date 3.4, 2a1�Ll
WET DETENTION BASIN
SECTIONS & DETAILS
z
New
4C
0
JOB #:
114009.00
DATE:
4 MAR 16
SCALE:
AS NOTED
DRAWN
BY: S.R.M.
REVIEWED BY: G.J.R.
REVIEW DRAWINQ
NOT FOR CONSTRUCTION SHEET
I C4204

D
C
B
A
5 1 4 1 3 1 2
15
I
-915— -
30
5
R
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CIQ
\
\
A
\ ALL DISTURBED AREAS ABOVE \
THE VEGETATIVE SHELF IN THE \
\ WET POND AND EMBANKMENTS
SURROUNDING THE POND \
SHALL BE PLANTED WITH
\ CENTIPEDE SOD.
OQ6
S�
00,
va
\ ✓ \ \ $ Rg
A5 .10' WIDE RIPRAP %
01 CENTER SECTION \ $�
\ \, %
VEGETATIVE SHELF \
r 1 \ \ ® 10:1 SLOPE /
r II r 2:1 SLOPES b� \
,�% /a \\ TOP OF DAM
35r / j \, ELEV. = 904.3��
FOREBAY egn / \
r V. \ \
b; �0 III
7 / \
1;00 \ / /
WET DETENTION
BASIN SECTION A -A \ \
\ I
S�
I
I \
83 WET DETENTION
4204 BASIN SECTION C-C \
A4 WET DETENTION
C4 04 BASIN SECTION D-D
v� ✓✓/
WET DETENTION BASIN eon \
PERMANENT POOL
I SURFACE AREA = 5,075 SF oro \ \ e9p
/
mr SURFACE ELEV. = 900.0
XE
o'
rp
\ �.. j00
\ \
\ o1P0
\ 1 F \
rn /
\ $$ON
o /
\ \ I E
\ I WET DETENTION AZ
\ \ BASIN SECTION E-E C4204 I
EMERGENCY SPILLWAY \ I 1
ELEV. = 902.8 \
WET DETENTION C3 \ 1
BASIN SECTION B-B C4204 I
BOB---1-
I \ I I \
0
WET DETENTION BASIN ENLARGEMENT
1' = 10'
3
\I
I \ \
I\
LEVEL SPREADER &
81
C 81 ENGINEERED FILTER
STRIP SECTION F-F
1 \
1
14
1
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WET DETENTION BASIN NOTES
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1.
THE WET DETENTION BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH TOWN OF STATESVILLE
4-
AND NCDEQ STANDARDS.
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2.
ALL ASPECTS OF THE WET POND SHALL BE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE TO THE
APPROVED DRAWINGS. CERTIFICATION OF THE STORMWATER FACILITY CANNOT BE PROVIDED
01
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OTHERWISE.
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3.
ALL DISTURBED AREAS ABOVE THE VEGETATED SHELF IN THE WET POND AND EMBANKMENTS
v
SURROUNDING THE POND SHALL BE PLANTED WITH A CENTIPEDE SOD.
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4.
SEE WET DETENTION BASIN CONVERSION ON THIS PAGE.
5.
SEE C4201 FOR DAM CONSTRUCTION SPECIFICATIONS.
®
U O
WET DETENTION BASIN CONVERSION SEQUENCE
(
s
1.
THE WET DETENTION BASIN WILL INITIALLY BE INSTALLED AS A SKIMMER SEDIMENT BASIN. REFER TO
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SHEET C1301 AND C4201.
L
2.
ACCUMULATED SEDIMENT SHALL BE REMOVED PRIOR TO CONVERSION OF THE STORMWATER BMP.
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3.
GRADE AND STABILIZE ALL AREAS TRIBUTARY TO THE WET POND AND OBTAIN CONCURRENCE FROM
D
THE CITY OF STATESVILLE THAT THE CONVERSION CAN BE MADE.
COPYRIGHT © 2016
BALLENRNE ASSOCIATES, PA
4.
LEAVE SKIMMER IN PLACE, REMOVE BAFFLES, GRADE POND BOTTOM AND DAM TO FINAL DIMENSIONS,
THIS DOCUMENT IS THE PROPERTY OF
AND INSTALL CLAY LINER. AFTER CLAY LINER HAS BEEN INSTALLED, CALL OWNER'S GEOTECHNICAL
BALLENTINE ASSOCIATES. P.A. ALL
RIGHTS RESERVED. ANY REPRODUCTION
ENGINEER FOR AN INFILTRATION TEST. INFILTRATION RATE OF THE CLAY LINER SHALL NOT EXCEED
OF THIS DOCUMENT OR POSSESSION
0.01 INCHES HOUR. LINER SHALL BE REMOVED, REPLACED, AND RE -TESTED AT CONTRACTOR'S
/
YATHOUT PRIOR PERMISSION OF
BALLEN-11NE ASSOCIATES, P.A. PALL BE
EXPENSE IF IT DOES NOT MEET THIS REQUIREMENT.
SUBJECT TO LEGAL ACTION.
5.
REPAIR PERMANENT RIPRAP APRON AT OUTFALL AS NEEDED.
``�• pssogpr•
6.
INSTALL LEVEL SPREADER AND ENGINEERED FILTER STRIP.
7.
UPON APPROVAL FROM THE CITY, REMOVE ANY ACCUMULATED SEDIMENT, REMOVE SKIMMER, FINE
0 CORPORATE Y
GRADE DAM AND EMERGENCY SPILLWAY AS NEEDED, INSTALL NEW SPILLWAY LINER AS NEEDED,
CC.i2a
INSTALL REQUIRED POND PLANTINGS, AND SEED ALL DISTURBED AREAS.
8.
PROVIDE REDLINES OF ANY FIELD ADJUSTMENTS MADE. ENGINEER WILL PERFORM AS -BUILT
Q'aPeC
SURVEY.
9. MAKE ANY ADJUSTMENTS REQUIRED BY ENGINEER FOLLOWING INSPECTION AND REVIEW OF AS -BUILT
PLANS.
10. CONVERSION OF THE SKIMMER BASIN TO A PERMANENT WET DETENTION BASIN SHALL NOT BE
CONSIDERED COMPLETE UNTIL THE FOLLOWING ITEMS HAVE BEEN COMPLETED:
• POND HAS BEEN FULLY CONVERTED AND IS BUILT IN ACCORDANCE WITH THE APPROVED
DESIGN, AS DETERMINED BY THE ENGINEER.
• ENGINEER HAS SUBMITTED BMP AND IMPERVIOUS AS-BUILTS, NCPE CERTIFICATION, RECORDED
0&M PLAN, AND RECORDED EASEMENTS TO THE CITY OF STATESVILLE.
• CITY OF STATESVILLE PERFORMS INSPECTION OF COMPLETED BMP.
WET POND LENGTH —TO —WIDTH RATIO
1. THE WET POND SHALL HAVE A MINIMUM LENGTH -TO -WIDTH RATIO OF 1.5:1.
2. FLOW PATH = THE SHORTEST DISTANCE BETWEEN ANY INLET AND THE PRIMARY OUTLET OF THE
POND.
FLOW PATH (LENGTH) = 99 L.F.
FLOW WIDTH = 60 L.F.
LENGTH -TO -WIDTH RATIO = 99 / 60 = 1.7:1
LEVEL SPREADER NOTES
1. LEVEL SPREADER LIP MUST BE COMPLETELY FLAT FOR ITS ENTIRE LENGTH.
2. A 6" THICK LAYER OF LOOSE TOPSOIL SHALL BE SPREAD OVER ENTIRE AREA OF ENGINEERED
FILTER STRIP AND SHALL BE AMENDED WITH THE FOLLOWING PRIOR TO INSTALLATION OF SOD: l
• 75 LBS OF GROUND LIMESTONE PER 1,000 S.F.
• 20 LBS OF 10-20-20 FERTILIZER PER 1,000 S.F.
• 1 CUBIC YARD OF PEAT MOSS OR COMPOST PER 1,000 S.F.
3. GRADING OF THE ENGINEERED FILTER STRIP SHALL BE UNIFORM IN TRANSVERSE AND LONGITUDINAL
DIRECTIONS ACCORDING TO THE SPOT ELEVATIONS SHOWN.
4. TALL FESCUE SOD SHALL BE PLACED OVER ENTIRE AREA OF ENGINEERED FILTER STRIP AS
INDICATED BY HATCH PATTERN ON DRAWING.
LEVEL SPREADER CONSTRUCTION SEQUENCE
1. FOLLOW SEQUENCE OF CONSTRUCTION SHOWN ON THE EROSION CONTROL PLANS.
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2. ACTIVATE LEVEL SPREADER ONLY AFTER ALL AREAS HAVE BEEN STABILIZED. OWNER INFORMATION
STATE EMPLOYEES' CREDIT UNION
WET POND PLANTING NOTES P.O. Box 26807
RALEIGH, NC 27611
1. ALL PLANT MATERIAL SHALL HAVE A WARRANTY FOR A MINIMUM OF ONE YEAR (1 YEAR). THIS OWNERS REPRESENTATIVE:
WARRANTY SHALL BE FULLY TRANSFERABLE TO ANY SUBSEQUENT OWNER UPON CONVEYANCE OF MR. JAMIE APPLEQUIST
THE PROPERTY PRIOR TO ITS EXPIRATION. FAX [phone]
IS
EMAIL Jsnw
WET POND PLANTING SCHEDULE
BOTANICAL NAME COMMON NAME SIZE/R00T SPACING WATER DEPTH QTY < a
BELOW PPE
SHALLOW WATER EMERGENT
Pontederia cordata
Pickerel Weed
4" pot
2'
O.C.
1" - 12"
130
Saururus cerrI
Lizard's Tail
4" pot
2'
O.C.
1" - 6
130
Scirpus cyperinus
Woolgrass
4" pot
2'
O.C.
0" - 4"
130
TOTAL SHALLOW WATER:
390
SHALLOW LAND HERBACEOUS
Carex crinita
Fringed Carex
4" pot
2'
O.0
ABOVE PPE
125
Eupatoriadelphus fistulosus
Joe-pye weed
4" pot
3'
O.C.
ABOVE PPE
125
Lobelia Cardinalis
Cardinal Flower
4" pot
2'
O.C.
CLOSE TO PPE
125
TOTAL SHALLOW LAND HERBACEOUS:
375
MINIMUM WET POND PLANTING REQUIREMENTS:
SF
QUANTITY
SHALLOW LAND AREA (HIGH MARSH)
REQ: 50 HERBACEOUS/200 SF
(4" CONTAINER)
1452
363
SHALLOW WATER AREA (LOW MARSH)
REQ: 50 HERBACEOUS/200 SF
1535
384
I
DRAWING LEGEND
SYMBOL/ABBREVIATION
EXISTING PROPOSED
DESCRIPTION
OSTORM
DRAINAGE MANHOLE
STORM PIPE
MINOR CONTOUR
20- - -720�-
MAJOR CONTOUR
725.10
SPOT ELEVATION
RIPRAP DISSIPATOR
SHALLOW LAND
SHALLOW WATER
PERMANENT POOL
FLOW PATH Aplaraupyl Hqg ia;tt 6a+cuwpp4#
Qonslrurtlon Try w=r0:m,,e with thII dbcurtient411{
required by the 34vmw tar Fs;m1 Nprth Caroline
rubs require that the starmwdter syttarrl designer
Impact during construt;tim corsify confOrmity with this
plans and specq and certify COrVIiathis r,oe with
storITTI rules (15A NC AC 2H ,1008 Q) )
Perm" #c$__Jb,) 3 (r90 4o I Date Cl•. L{ , Z 14
by
Aco
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Sheet # C_I__RevWon Date
A
U�
WET DETENTION BASIN
ENLARGEMENT
& PLANTING
PLAN
10 0 5 10 20
( GRAPHIC SCALE IN FEET )
1 inch = 10 ft.
REVIEW DRAWING
NOT FOR CONSTRUCTION
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JOB #: 114009.00
DATE: 4 MAR 16
SCALE: AS NOTED
DRAWN BY: S.R.M.
REVIEWED BY: G.J.R.
SHEET
C4203

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\
STRUCTURE TABLE
STIR.
RIM ELEV.* (FT)
STR�E RE
1
917.20
CATCH BASIN
2
913.70
CATCH BASIN
3
912.00
PIPE END
4
908.00
JUNCTION BOX (48" x 48")
5
899.50
FLARED END SECTION
10
910.20
CATCH BASIN
11
907.20
CATCH BASIN
12
906.50
DROP INLET
13
906.50
CATCH BASIN
14
908.40
JUNCTION BOX (48" x 48")
15
905.50
CATCH BASIN
16
907.00
DROP INLET
20
907.50
DROP INLET
21
911.50
CATCH BASIN
22
909.00
CATCH BASIN
23
906.50
CATCH BASIN
24
906.50
DROP INLET
30
907.20
CATCH BASIN
31
906.20
CATCH BASIN
32
907.50
JUNCTION BOX (48" x 48")
33
906.00
CATCH BASIN
34
907.40
JUNCTION BOX (60" x 60")
35
903.00
FLARED END SECTION
40
902.00
RISER STRUCTURE
41
892.00
FLARED END SECTION
* PIPE LENGTH IS MEASURED FROM CENTER OF
UPSTREAM STRUCTURE TO THE CENTER OF THE
DOWNSTREAM STRUCTURE.
0
'
ow
913.2
TW = 908.5 /
BW = 907.5
I.
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PIPE TABLE
us
STIR
DS
STR
DIAMETER(IN)
MATERIAL
USNGTH
ELEV.I (FT)
ELEV.I (FT)
L (FT)
SLOPE
(FT/FT)
1
2
15
RCP
914.10
909.60
184
0.0245
2
4
15
RCP
909.50
905.00
141
0.0319
3
4
18
RCP
906.50
901.30
215
0.0241
4
5
1 24
RCP
1 899.00
896.50
46
0.0542
10
11
15
RCP
905.70
904.20
77
0.0195
11
12
15
RCP
904.10
903.50
18
0.0333
12
13
15
RCP
903.40
903.00
38
0.0104
13
14
15
RCP
902.90
902.10
76
0.0105
14
15
15
RCP
902.00
901.20
98
0.0081
15
34
18
RCP
901.10
900.60
64
0.0078
16
34
15
RCP
903.00
901.00
52
0.0384
20
22
15
RCP
904.10
903.40
64
0.0110
21
22
15
RCP
908.50
905.30
73
0.0437
22
23
15
RCP
903.30
902.50
79
0.0102
23
24
15
RCP
902.40
901.90
47
0.0106
24
33
15
RCP
901.80
901.30
47
0.0106
30
31
15
RCP
903.00
902.50
52
0.0097
31
32
15
RCP
902.40
902.10
22
0.0135
32
33
15
RCP
902.00
901.50
50
0.0100
33
34
18
RCP
901.20
900.60
51
0.0118
34
35
24
RCP
900.50
900.00
43
0.0117
40
41
24
RCP
889.90
888.00
78
0.0244
• RIM ELEV. REFER TO:
DI TOP OF CASTING/GRATE
CB BOTTOM OF CURB / TOP OF GRATE
JB/RISER TOP OF MANHOLE COVER
m
3 2 1
\ \ -880-
_ TW = 907.5-T�=' �' j = 902.3
z \ \
an
ME
15 \
1
\
soe
5 16 m 3
34
7a��o \ %�
e i I � 35 /> �\ \\ �, p 41 /
906.5
\ \ I
/ 7 906.0 33 I
HP
907.5
4 4 \ \ \ / / / / I •�
�� \\ \\ �// �// / S \ I� 50UF, V R
mm ioq
31 \ SCR 0 \ NK \
® 907.1 906.s� �°o� / \ 0s1
¢°� ® aO> �O\ 9°ti p 69/tea ® \ -.I•
> 906.7 i \
/ ® 2 906.2
v
\ 3 m \ \\�/ \ � 890-
907.2
g! 1 1 1 111 11111 111 I I 11�11/ I�f l �' `'
aO!
\ STANDARD NOTES:
' \ \ 1. ALL SITE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH LOCAL AND STATE REQUIREMENTS.
ago \
I � \ 2. SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
I \ 3. ACCESSIBLE PARKING SPACES AND AISLES SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION,
INCLUDING THE DIAGONAL. ACCESSIBLE ROUTES SHALL NOT EXCEED 5% SLOPE IN THE DIRECTION OF
ITRAVEL AND 2% CROSS SLOPE.
I \ \ STORM DRAINAGE NOTES:
\ \ 1. SEE SHEET C1302 FOR STORM DRAINAGE NOTES.
a�
\ \ DRAWING LEGEND
a 1
SYMBOL/ABBREVIATION
EXISTING PROPOSED DESCRIPTION
97S\ B CATCH BASIN / CURB INLET
a, �xµ;
DROP INLET / NDS DRAIN
1 \ 914 WATER SANITARY
EWER LINE
NE
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282 MINOR CONTOUR
FENCE LINE
PROPERTY LINE
-R/w- RIGHT-OF-WAY LINE
- SB - STREAM BUFFER
.�.........�.-i .vw..v.i�. TREE LINE
STORM DRAINAGE PIPE
FD - FOUNDATION DRAIN PIPE
® STORM DRAIN JUNCTION BOX
m FLARED END SECTION
QRIPRAP APRON
AIL
REFERENCE ®
PLAN KEY NOTES
A4 O
C 203
WET DETENTION BASIN ENLARGEMENT
C2 0
C5201
CATCH BASIN (TYP.)
A5
O
STORM JUNCTION BOX &
C5201
MANHOLE COVER & FRAME (TYP.)
C52201 O4
DROP INLET (TYP.)
C2 O
C5202
FRENCH DRAIN
©
CONNECT FRENCH DRAIN/FOOTING DRAIN
TO STORM STRUCTURE W/8" SOLID HDPE
AT 1% MIN. SLOPE
GRADING PLAN
20 0 10 2 040
( GRAPHIC SCALE IN FEET )
1. inch = 20 ft.
REVIEW DRAWING
NOT FOR CONSTRUCTION
1
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rules require that tlx; *to rmwalbr syr
InVOM dunntl coneVu4unn', mrtily cc
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stormwater rules. (15A NCAC 2H .I
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OWNER INFORMATION
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RALEIGH, NC 27611
OWNERS REPRESENTATIVE:
MR, JAMIE APPLEQUIST
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EXISTING PAVEMENT
22't WIDE 3 STRAIGHT ARROW
1 12 3 4" WHITE LANE LINE
15
TRANSFORMER PAD: REFER
TO ELECTRICAL PLANS FOR
' 1---------- MORE INFORMATION
Di 1------------------------------------- �� � � � � � � - - 10' SIDE SETBACK
8" WHITE - -- - --- ��
CROSSWALK 3-
LINES I
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— — — — — — — — — — — — —
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STATE EMPLOYEES CREDIT UNION \
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I (COMMERCIAL)
25'
FRONT 19
SETBACK a (TYP.) ° 0 9 / ' \
(TYP.)
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WIDENING ACROSS
h PROPERTY FRONTAGE 5
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M6E ® PLAN KEYNOTES
Ot 70' X 10' SITE TRIANGLE (TYP.)
C2 O2 STOP SIGN MUTCD R1-1 (30" X 30")
C5002
B3 THERMOPLASTIC PAVEMENT
C5002 0 MARKINGS (TYP.)
B1 EASTSIDE DRIVE WIDENING
C5001 O TYPICAL SECTION
C50001 OS 5' WIDE CONCRETE SIDEWALK
©SECU SIGN
(APPROX. LOCATION)
Al DIRECTIONAL SIGN
C5001 O7 (TYPE AS NOTED ON PLAN)
OPAINT "DO NOT ENTER" USING 24" WHITE
REFLECTIVE PAINT PER NCDOT STANDARDS
A4 HS-2 VAN ACCESSIBLE
C5002 O PARKING SIGN
A4 HS-1 STANDARD ACCESSIBLE
C5002 10 PARKING SIGN
B2 CONCRETE WALKWAY
C5003 11 WITH 6" INTEGRAL CURB
B4 12 WHEEL CHAIR RAMP
C 002
A5 13 CONCRETE WHEELSTOP
C5001
B5 14 DUMPSTER ENCLOSURE
C5001
Al DESIGN BUILD SEGMENTAL
C500 t5 RETAINING WALL SECTION
16 SIDEWALK INTERSECTION
B3 17 C5001 2'-6" CURB & GUTTER (TYP.)
83 18 C5001 VALLEY GUTTER
63 REFLECTIVE PAINT PER NCDOT
C500 19 STANDARDS (TYP.)
A3 ACCESSIBLE RAMP
C5002 SIDEWALK TERMINUS (TYP.)
C2 21 PARKING SPACE STRIPING
C5003
C5001
©2 12'X12' CONCRETE PATIO
1
SITE DATA TABLE
PROJECT NAME:
STATE EMPLOYEES' CREDIT UNION
PROPERTY ADDRESSES:
EASTSIDE DRIVE
STATESVILLE, NC 27603
PROPERTY PIN NUMBER:
4744-93-2938
STATE EMPLOYEES' CREDIT UNION
CURRENT LAND OWNER:
P.O. BOX 26807
RALEIGH, NC 27611
TAX ACCOUNT NUMBER:
77372517
DEED REFERENCE
DB. 2313 PG. 1832
PROPERTY ZONING:
0 & 1-2 (OFFICE & INSTITUTIONAL)
CURRENT USE:
VACANT
PROPOSED USE:
COMMERCIAL
ADJACENT PROPERTIES:
CURRENT USE ZONING
VACANT R-8MFM
RESIDENTIAL R-8MFM
RESIDENTIAL/OFFICE R-8MFM
AGRICULTURAL/RES. CU-26 8-4/R-8MFM
NORTH:
EAST:
SOUTH:
WEST.
AREA OF TRACT:
367,724 SF 8.44 AC
FRONT = 25 FT.
BUILDING SETBACKS:
SIDE = 10 FT.
REAR = 25 FT.
EXISTING BUILDING SF:
0 SF
PROPOSED BUILDING SF:
8,500 SF
VEHICULAR PARKING
REQUIRED: 35 SPACES.
SUMMARY:
PROPOSED: 69 SPACES*
*INCLUDES ACCESSIBLE PARKING SPACES
ACCESSIBLE PARKING
REQUIRED: 2 SPACES (INCLUDING 1 VAN)
SUMMARY:
PROPOSED: 3 SPACES (INCLUDING 2 VAN)
EXISTING IMPERVIOUS
0 SF
SURFACE AREA:
PROPOSED IMPERVIOUS
74,842 SF
SURFACE AREA:
STANDARD NOTES
1. ALL DIMENSIONS TAKEN FROM FACE OF CURB UNLESS OTHERWISE NOTED.
2. ALL SITE IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF STATESVILLE
REQUIREMENTS.
3. ALL STRIPING WITHIN NCDOT RIGHT-OF-WAY SHALL BE THERMOPLASTIC.
CITY OF STATESVILLE GENERAL CONSTRUCTION NOTES
1. ALL WORK SHALL BE COORDINATED WITH THE CITY OF STATESVILLE, THE DESIGN ENGINEER,
THE N.C. DEPARTMENT OF TRANSPORTATION, GAS, TELEPHONE, & POWER UTILITIES, AND
ANY OTHERS AS REQUIRED.
2. ALL WATER LINES INSTALLED ON SECONDARY ROADS SHALL BE ACCORDING TO THE NCDOT
"POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHT-OF-WAYS"
MANUAL.
3. TAKE PROPER PRECAUTIONS NOT TO DISTURB EXISTING PROPERTY CORNERS. ANY
NECESSARY REMOVAL AND RESETTING OF PROPERTY IRONS SHALL BE DONE BY A REGISTER
LAND SURVEYOR.
4. FENCES DAMAGED DURING CONSTRUCTION MUST BE REPLACED. USE TEMPORARY FENCING
TO PREVENT ESCAPE OF LIVESTOCK.
5. ALL RIGHT-OF-WAYS SHALL BE GRADED, SHAPED, SEEDED AND STABILIZED AFTER
CONSTRUCTION IS COMPLETE.
6. ALL RIGHT-OF-WAYS SHALL BE GRADED IN A MANNER AS TO NOT ALLOW ANY STANDING
WATER.
7. ANY EXCAVATED WOOD, ROCKS, AND/OR DEBRIS SHALL BE DISPOSED OF OFF SITE BY THE
CONTRACTOR NO ONSITE BURYING WILL BE ALLOWED.
8. ANY TREES SCARRED DURING CONSTRUCTION SHALL HAVE THE SCARS TRIMMED AND
PAINTED WITH ASPHALT -BASE TREE PAINT.
9. PLUG ALL PIPE OPENINGS AND FILL ANY EXPOSED TRENCHES AT THE END OF THE DAY.
10. DO NOT TIE NEW WATER LINES INTO EXISTING WATER LINES UNTIL AUTHORIZED BY LOCAL
AND STATE AUTHORITIES.
11. THE USE AND STORAGE OF EXPLOSIVES SHALL CONFORM TO LOCAL STATE, AND FEDERAL
LAWS.
12. COSTS OF CONCRETE COLLARS AND PLUGS SHALL BE INCLUDED IN THE UNIT PRICE OF
PIPE UNLESS OTHERWISE NOTED IN THE PROPOSAL.
13. COSTS OF ADAPTERS, ETC REQUIRED FOR CONNECTIONS OF PVC, C.I., AND D.I. PIPE SHALL
BE INCLUDED IN THE UNIT PRICE OF PIPE.
14. ALL FENCES CROSSED DURING CONSTRUCTION SHALL BE REPLACED WITH FENCE OF LIKE
MATERIAL. INCLUDE A NEW 10' OR WIDER GATE OF LIKE MATERIAL AT EACH FENCE
CROSSING FOR ACCESS. COST OF REPLACING FENCES AND PROVIDING GATES SHALL BE
INCLUDED IN UNIT PRICE BID PER LINEAR FOOT OF PIPE.
15. ANY PIPES WHICH MUST BE INSTALLED INSIDE A DITCH OR AT A CREEK CROSSING TO
ALLOW ACCESS DURING CONSTRUCTION SHALL BE REMOVED ONCE CONSTRUCTION IS
COMPLETE UNLESS OTHERWISE SPECIFIED. SAID PIPE SHALL BE NO LESS THAT 12"
DIAMETER UNLESS OTHERWISE DETERMINED BY THE DESIGN ENGINEER. COST FOR INSTALLING
THIS PIPE SHALL BE INCLUDED IN THE UNIT PRICE BID PER LINEAR FOOT OF PIPE.
DRAWING LEGEND
SYMBOL/ABBREVIATION
EXISTING PROPOSED DESCRIPTION
PROPERTY LINE
RIGHT-OF-WAY LINE
- - - - - - PROPERTY SETBACK
RETAINING WALL
RETAINING WALL W/
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COPYRIGHT © 2016
BALLENTINE ASSOCIATES, PA
THIS DOCUMENT IS THE PROPERTY OF
BALLENTINE ASSOCIATES, P.A. ALL
RIGHTS RESERVED. ANY REPRODUCTION
-
OF THIS DOCUMENT OR POSSESSION
WITHOUT PRIOR PERMISSION OF
BALLENTINE ASSOCIATES, P.A. WALL BE
-SUBJECT TO LEGAL ACTION.
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OWNER INFORMATION
STATE EMPLOYEES' CREDIT UNION
P.O. BOX 26807
RALEIGH, NC 27611
OWNERS REPRESENTATIVE:
MR. JAMIE APPLEQUIST
FAX [phone]
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REVIEW DRAWING
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required by the GtarrrrwAter Permit, IJarth f orplln4
rules require that it* sAOrmwater illylitem designer
Ins�.oct during constru�Alnn; certify wnlprI RY W� file
plans and spacG; and mertlfy corrypliorm with the
(15A NCAC 2H
stormater rules. .1004(I))
Permit # 5-Uj3(6004-A( Data
Sheet # Revision Date
JOB k.
114009.00
DATE:
4 MAR 16
SCALE:
AS NOTED
DRAWN
BY: S.R.M.
REVIEWED BY: G.J.R.
SHEET
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REDFEEREWa ® PLAN KEY NOTES
B3 TEMPORARY TREE
301 OO PROTECTION FENCE
TREE LEGEND
®A ASH
15 M MAPLE
12 P PINE
24 PO POPLAR
CALIPER INCH SIZE OF TREE
2 T-Of-TYPE OF TREE
�- D FOR DOUBLE, T FOR TRIPLE
DRAWING LEGEND
SYMBOL/ABBREVIATION
EXISTING DEMO
DESCRIPTION
280_ -
MAJOR CONTOUR
MINOR CONTOUR
PROPERTY LINE
— R/W
RIGHT-OF-WAY LINE
FENCE LINE
— TPF —
TREE PROTECTION FENCE
- - - -
STREAM LINE
— SB —
STREAM BUFFER
TOP OF BANK
OVERHEAD ELECTRIC LINE
WATER LINE
SANITARY SEWER LINE
TELEPHONE LINE
GAS LINE
LIMITS OF DISTURBANCE
TREE LINE
CLEAR & GRUB
20 T-0
TREE
2
D
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Npg1rWS iTd SItJ[Wk:wY :Rof"M6IQY$.
CGflstrudlon to egcorda+r.O wain .h.-tee C.+Cuffrontf I;
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I that tl He 590fmw0t�f ,gjltitam de1111jnef
A M
rytea f ubU
Insoct H�Uftrig u0n€rlfUs;'inn-, t;0ftlly wnlOrmlty WlCi i11eA
pkana end spoon, and cenity corry'1lionce with the
stormweter rules. (15A NCAC 2H .1004(D)
Sheet # ly IAl._ Revision Date -�16
EXISTING CONDITIONS
DEMOLITION A CLEARING PLAN
30 0 18 30 e0
( GRAPHIC SCALE IN FEET )
I inch = 30 It.
REVIEW DRAWING
NOT FOR CONSTRUCTION
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BALLENTINE ASSOCIATES, PA
THIS DOCUMENT IS THE PROPERTY OF
BALLENTINE ASSOCIATES, P.A. ALL
RIGHTS RESERVED. ANY REPRODUCTION
OF THIS DOCUMENT OR POSSESSION
WITHOUT PRIOR PERMISSION OF
BALLENTINE ASSOCIATES, P.A. WILL BE
SUBJECT TO LEGAL ACTION.
CORPORATE
SEAL
C328
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24.
OWNER INFORMATION
STATE EMPLOYEES' CREDIT UNION
P.O. BOX 26807
RALEIGH, NC 27611
MR. JAMIE APPLEQUIST
FAX [phone]
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CONSTRUCTION DRAWINGS
STATE EMPLOYEES' CREDIT UNION
EASTSIDE DRIVE OFFICE
STATESVILLE, IREDELL COUNTY, NORTH CAROLINA
PIN: 4744=93-2938
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DIRECTIONS: FROM 1-77S, TAKE EXIT 50B TO SALISBURY ROAD. TURN LEFT ON SALISBURY ROAD & HEAD EAST FOR
APPROX. 0.3 MILE. TURN LEFT AT EASTSIDE DRIVE. FOLLOW EASTSIDE DRIVE NORTH FOR APPROX. 0.4 MILE. SITE
WILL BE ON THE RIGHT.
VICINITY MAP
SCALE: N.T.S.
DRAWING LIST
SHEET
DRAWING TITLE
00001
COVER SHEET
C0101
EXISTING CONDITIONS, DEMOLITION
& CLEARING PLAN
C1001
SITE PLAN
C1002
DRIVEWAY ENTRANCE PLAN & PROFILE
goo
C1201
GRADING PLAN
C1301
PHASE 1 STORM DRAINAGE &
EROSION CONTROL PLAN
C1302
PHASE 2 STORM DRAINAGE &
EROSION CONTROL PLAN
C4201
TEMPORARY BASIN & EXCAVATED STORAGE
ENLARGEMENTS
C4202
TEMPORARY BASIN DETAILS
C4203
WET DETENTION BASIN ENLARGEMENT
& PLANTING PLAN
C4204
WET DETENTION BASIN SECTIONS & DETAILS
C4205
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WET DETENTION BASIN DETAILS
s
C5201
STORM DRAINAGE DETAILS
C5202
STORM DRAINAGE DETAILS
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Insp:dct during cgnatruutinn, ocruty GollYgmiUy with GIs
plans and spem and crriify coccrtrnlipryed With ft
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RALEIGH, NC 27611
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FP,QOf85`dtilP Reg@S�a: ?�£"
U0 04 uwoye 6iroadWd SM !+ODODk :l 21 Po FlOta+ ao voie!aatd #o
opo,+ eta io4i *peep d+ UMPO L4 Pundt *WWANsA dui
(
uwom ao aoiomw dtla 4o aw penal iou dui 104
` w I " -----. _. _ _ � m ;:, . - _ . — u%MeN+ao w�ov $ 4u16 d } PP41
t� 'NU_4Mu*P3 anxa i
a �s 4 _ ---- — — — —--

t. DAMD E GMFM. certify that this pat "a drawn under
my supervision from on octud survey made under my supwrision,
that the boundaries not surveyed we dearly indicated as drawn
iam the Information found in adiakws deeds: that the ratio
at oredsion 00 calculated Is 1: 10000+: This property shown hereon
t101j03s {v;��2[i cru, el
may os subject to easements, reatrictlans of. which the underslgnod
?.1IW30"eiN30
has no laureled" of. That thin plat is not forrecordotion as per
Deneral Statute 47-30 as amended MM1hwss my mind aWwture
this 147H day of February, 2018 A.D.
slob
+13AI3038
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