SW4091001_APPROVED PLANS_20091120

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
A9�q ��� (7
YYYYMMDD

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Toe Detail
PIPE OPENING
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TOE
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Elevation
PIPE 0
A
B
C
D
E
F
15"
32"
48"
30"
26"
24"
6"
18"
32"
48"
30"
26"
24"
6"
24"
48"
72"
44"
36"
36"
W
30"
48"
72"
44"
36"
36"
8"
36"
817
102"
54"
60"
64"
8"
42"
80"
102"
54"
60"
64"
8"
48"
80"
102"
54"
60"
64"
8"
NOTE:
CONTRACTOR SHALL SUBMIT DRAWINGS
SHOWING REINFORCEMENT FOR APPROVAL.
Precast Concrete Headwall
N.T.S.
ACTUAL NUMBER OF RISERS
VARIES. SEE PLAN, ANY
STAIRS UNDER 34"(VERTICLE)
WILL NOT HAVE HANDRAILS.
1--4" 0 HOT -DIPPED
GALVANIZED HANDRAIL.
2'
• - Ar
NOSING
CONCRETE
WITH ,� , +
WELDE
r •r • •� r .f f f f f .4 i W:r
it"•i �•�=r 11i�
2" 12"
5 Site Stair Detail
N.T.S.
2
N.T.S.
W
* SELECT MATE
COMPACTED TO
STD. PROCTOR
CR
STONE
" MIN.
'IPE
E SPRING
3" MIN,
* ALL UTILITY AND STORM DRAIN TRENCHES
LOCATED UNDER AREAS TO RECEIVE PAVING SHALL
BE COMPLETELY BACKFILLED WITH CRUSHED STONE
BASE MATERIALS AS SPECIFIED UNDER PAVING,
PLACED IN 8" LIFTS COMPACTED TO 957. STANDARD
PROCTOR DENSITY.
Storm Sewer Bedding
EXPANSION JOINT 0
EACH SIDE OF
1 i
4"
WIDTH AS READ
of rarPRADE ELEV
MPACTED STRUCTURAL
CKFILL
IST EARTH OR STRUCT
L AS APPLICABLE
DRM PIPE
;HTLY COMPACTED
EAN BEDDING TO
RINGLINE
3 Storm Pipe Trench
N.T.S.
COAT ALUMINUM AREA
SET IN CONCRETE
WITH MASTIC -TYPICAL
CHEEK WALL (TYP.) 12"
4 ': - e-• - .- . - _ - • . �: it .
12" DEEP x 6*WIDE CAST 4
IN PLACE CONCRETE CHEEK > - t—I I— M'+ l—! 4 CONCRETE SLAB
WAIL 0 EACH SIDE OFIII— i �yITH 6x6xW1.4 1.4
STAIR (BEYOND)�i t WELDED WIRE MESH
•'- ' III. � 1 I=� i �=I -I
r I
w CEMENT INFILL
.. i _+ =I
_ . _ . _`4
CORE -DRILL SLEEVE
t THRU FOUNDATION TO
's.' '= • I`— 14 BAR NOSING (TYP.) ANCHOR SITE RAIL
'� :- • .., . ; _ !� I I `-'° CLEAR MIN. CAST IN PLACE CONCRETE
STEPS WITH 6x6xW1.4xW1.4
WELDED WIRE MESH
` i' 4" MIN. # 57 STONE
• .. ---� j i-� I GRAVEL BED
CAST IN PLACE
STRINGERS STAIR
EARTH
NOTE:
1. La IS THE LENGTH OF THE RIPRAP
APRON,
2. D = 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP THE
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TAILWATER DEPTH OR TO
THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
-3Do
PIPE
Da
3DQ
La
D
RIPRAP
dso SIZE
RIPRAP
MAX. SIZE
Line M
24"
6'
20'
2'
9"
13.5"
Line AA
24"
61
29
21
9"
13.5"
Line BB
30"
7.6
251
31
12"
18"
Line SS
1211
3'
12'
1.2'
6"
9"
Lime W
121'
3'
12'
1.2'
611
9"
QDR HW1
15"
3.8,
16'
1.5'
7.5"
11.5"
QDR HW3
42"
1 10.5'
26'
3'
15"
22.5-
Rip-Rap Outlet Protection
N.T.S.
R,
Haan
Ap},ru e�7 i!`s;,usfsaa33R3F F`arrzttt Socuments
Constructi,sa in accordanca With these documents is
requirsd by porntit. North Carolina
rules requifq It!,jt 0-6 5ta mW r7f systom designer
Inspect durirlr (;arstrl� !inn� mmif conformity with the
PI91n6 ang japers, and corrt:"y onmplwncelwlith the
st9rRlWater rules, (I �5A i'1c�%�,4 2H. 1t708 li / )
Permit # S'V /o/ / Date[/w/2426
by NC Division of Water Quality
Sheet # C50 3 Revision Date-&/z (ZGv j
APPROVED BY PURCHASER / T&"T DATE
APPROVED BY DEVELOPER / SE.I.ER DATE
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VV7SSAL'_
DRAWN BY
CDB
CHECKED
WHBB
APPROVED
EJB
cos No. 209001
N.T.S. 09-04-09
SCALE DATE
C503
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L L L L L k L L! Varies see Schedule L k k k L k k L L L L L v
L L L L
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IL
LINEGUARD TYPE III DETECTABLE Cl) .o _
'~ ` a k UNDERGROUND MARKING TAPE N m
4 4 4 ` N (6" WIDE TAPE) (VERIFY STD Z U
a ` _ PRINTING AND APWA COLOR SCHD 4D PVC &CAP TO 5 °ch -�
- 1= CODES). OUTSIDE OF BUILDING O o
CLEAN TOPSOIL TO k k L k L k L k L L t L L Grass& y' L k k L L L L L L k L � - -
BE MOUNDED <:- .r..: 'y L L k L L k L L k k k L L L k k k SUBGRADE ELEV
. - >;
BACKFILL TO ALLOW =
BLDG WALL C .O •�
VARIES SEE SITE PLAN
FOR SETTLEMENT L Rip -Rap Apron wish ¢ W
� � . � I EXIST EARTH OR STRUC r N
" Filter Fabric installed o FILL AS APPLICABLE SEWER COVER REF SCHED. _ Q U
12 Concrete Curb Plan View beneath rip -rap. W
Y = CONNECT BY BLDG PLUMB. O Z O
SEE PLAN FOR ¢ SLOPE SIDEWALLS OF FIN GRADE CONTR. REF BLDG. PLUMB. _ 4* 0
CURB TYPE SEE m to EXCAVATION AS REQUIRED
CURB DETAIL FOR D� Rip -Rap size ,. 5' OM � FOR CONT. � O O
Install Filter Fabric
ILLDIMENSIONS varies to a,.Y_}:-
beneath rip -rap. ra � c� ;. SDR 35 MORE THAN 5 W �
r--t p' p• z Qj __ ..r,,.•,y , OUTSIDE OF BUILDING -� U
TOP LIMIT Concrete Curb 4 4 Q _s TIGHTLY COMPACTED FITTINGS AS REQ'D.
12" 12" COMPACTED EARTH (Background) D ¢= a _ ; CLEAN BEDDING a
SUBGRADE Sod Swale beyond 0° �cn :`'_:{:-_`�: 45 RUNOUT
PAVER SHALL REMOVE to WYE FITTING
PAVING & BASE
HERE IF ANY INSTALLED TRENCH NON METALLIC PIPING N
WIDTH OR CONDUIT AS APPLICABLE REF TRENCH DETAIL 04
Section A -A AS REQ' MAIN SEWER, REF SITE PLAN 1
See Sheet C201 for
Curb Cut locations
PIPE
Do
W
La
❑
RIPRAP
ds° SIZE
RIPRAP
MAX. SIZE
CC1
3'
4'
10,
15"
6"
9"
CC2
2'
3'
7.6
12"
6"
9"
CC3
2'
3'
7.6
12"
6"
9"
CC4
3'
4'
10'
1 15"
6"
1 9"
CAPPED WYE
W
NOTE:
REQUIRED AT ALL WATER, SEWER, GAS, AND OTHER
SEWER LATERAL
�
❑
SITE UTILITIES.
z
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W
_
\� V W
V J CD
Q (�
Extruded Curb Landscape Island Curb Cut 3 Pipe Trench 4 Building.Sewer Connection Y
CD
N.T.S.
N.T.S. N.T.S. N.T.S. `.' �
-W ate
a NOTE: ' CL
N
1. ALL HYDRANTS TO BE SET PLUMB W/NOZZLE FACING
STREET UNLESS OTHERWISE SPECIFIED BY FIRE
POST INDICATOR VALVE WITH DEPARTMENT
TAMPER SWITCH BY ACIPCO (OR HEAVY DUTY FRAME AND COVER:
THREADED PVC CLEANOUT PLUG z
o EQUAL) 2. ALL CONCRETE TO BE 2500 PSI P.C. CONCRETE G URA W/LETTERS 'C.O.' CAST IN COVER � � p
M
I r-FINISHED SURFACE GRADE
� IW
U 1
7
tL
0 INDICATOR POST
o I
z
2 PVC MAIN CL200 AWWA C900
2 SEE PLANS FOR PIPE SIZE
COMMENT
PIPE
BEDDING
BACKFILL
MIN
MARK
MATERIAL
MATERIAL
MATERIAL
CVR
-S--
SEWER
PVC
SAND OR
EARTH
ASTM D3034 GRADED
42" GRASS
SDR 35
STONE
48" PAVEMENT
--W--
WATER MAIN
CLASS 200
SAND OR
EARTH
42" GRASS
4"-12"
OR SDR18
GRADED
48" PAVEMENT
PVC-C900
STONE
-DW--
DOMESTIC
PVC SDR-•21
SAND OR
EARTH
36"
WATER
GRADED
2" OR
STONE
LESS
-G---
GAS MAIN
PROVIDED
AND INSTALLED.
BY GAS UTILITY COMPANY
--DG--
DOMESTIC GAS
PROVIDED
AND INSTALLED
BY GAS UTILITY COMPANY
SEE
SITE MECHANICAL
NOTES FOR
ADDITIONAL REQUIREMENTS
FIRE HYDRANT AS
SPECIFIED BY CITY
O
3. FIRE HYDRANT ASSEMBLY INCLUDES GATE VALVE AND
APPURTENANCES
PROVIDE 2' SQUARE
X 6" THK. CONC.
COLLAR AROUND
RADE S F CE
FROM CLEANOUT
ADJUSTABLE
NOTE: SEE APPLICABLE
AWAY
HEAD
12"
1 " IN GRASSY AREA
0" IN PAVED AREA
4 MIN. 2500 PSI P.C.
12" CONCRETE COLLAR
4
�
0
ALL VALVE BOXES FINISH GRADE
DETAIL FOR BACKFILL AND
BEDDING INSTRUCTIONS.:
��
�� SIZE OF RISER PIPE PER LOCAL CODES
6 CU. FT. GRAVEL
VALVE BOX AS SPECIFIED BY CITY
° ° • °
:a`b°0 o° �I
45' BEND
CRUSHED STONE PER LOCAL CODES
i.0 ovoo�-
-
DRAIN -KEEP CLEAR
12" 6" M.J. GATE VALVE
a/o°
OF CONCRETE
" W/RETAINING GLANDS
6 D:
o z
o. o,o°
%:�° a°o:o
` M.J. TEE
o� °
°°° a°p a OF FLOW
V�
8 MIL POLYETHYLENE
Y': =-
o °
-: yDIRECTION
f
LINING BETWEEN
- 4
CONC. & DUCTILE
IRON (TYPICAL)
Z
PLUG WYE IF SERVICE LATERAL p
CONCRETE SUPPORT PAD REFER TO THRUST REFER TO THRUST BLOCKING DOES NOT CONTINUE
BLOCKING DETAIL FOR. RETAINING DETAIL FOR THRUST BLOCKING SEE PLAN FOR PIPE SIZE, EL
THRUST BLOCKING RETAINING GLAND REQUIREMENTS TYPE AND ELEVATION :~
RESILIENT SEATED GATE VALVE. 200 PSI
REQUIREMENTS U co
CONORETE W
INSTALLATION OF POST INDICATOR VALVE SHALL COMPLY WITH SUPPORT ❑
NFPA 96 AND ALL APPLICABLE STATE AND LOCAL CODES AND
ORDINANCES U
_z
Post Indicator Valve 6 Utilit Material Schedule 7 Fire Hydrant Assembly 9 Sanitary Sewer.Cleanout
N.T.S. Y N.T.S. r r N.T.S.
N.T.S.
Curb Face Beyond *25010 r
Asphalt
Pavement �- r
- -2.1% 2.1%° +T •8°I° Car. a 6» -15% O
`'60
LINE MATERIAL 2 6 Car 2 5 5
AS SCHEDULED �iy
11' Truck
NOTES: Concrete Turnout All Grades Shown Are Maximum
DOMESTIC GAS SHALL BE PRESSURE METER SET BY BLDG
TESTED ® 90 PSI AND A MIN, OF 2 CONTRACTOR. 2' SQ x 6" THICK
Concrete Tumout Shall Be 8" a
SHALL HOURS�BEAWIT WITNESSED BY GAS UTILITY. TESTING OF DOMESTIC CLASS B CONCRETE PAD SLOPE SLOP �+r QQ /�� /� NOTE: Q �
E Grades & Section A A Thick Over 6" Compacted "ABC".
VALVE BOX TO SUIT VALVE R=25' For Car
a _ o
AND DEPTH OF BURY R=50 For Truck z
Site Extruded Curb
DUCTILE IRON ° - LOCK SET BY BLDG Begins 2" High With a A
LINE FITTING g 8" Lan Taper Driveway Wide ,
CONTRACTOR g p y Road Standard Curb.�T t' I t �I
4 to Dissipated Between
WRAP FITTING wACIN5CRETE
GAS MAIN DOMESTIC GAS TAMP BACKFILL ADJUST TOP SECTION p
BARS EMBEDDED FINISHED GRADE TO FINISH GRADE These Limits Typ.
* AS REQUIRED TO REACH UNDISTURBED SOILraft
I W, Ii I I I I I I I I I VALVE BOX TO BE ENTIRELY '\ q BLS y W I w I}3fl17cMt
THRUST BLOCK DIMENSIONS
PIPE
DIAMETER
TEE CROSS 90
45 WYE
22 1 2
/
A
B
A
B.
A
B
4"
12"
12"
12"
12
12"
12
6"
12"
12"
12"
12"
12"
12"
8"
15"
24"
12"
18"
12"
12"
10"
18n
18"
12"
12"
12"
1 24"
1 30"
18"
24"
1 18"
1 12"
SUPPORTED BY CONCRETE
VALVE BODY
y R `�' W w w R
w
o
BLOCKS OR BRICKS TO SUIT.
w y ,�
Curb I
` 2
METER RISER (AGA
VALVE BOX MUST NOT BEAR
I �,0
" Documents
APPROVED BY SITE
CONTRACTOR
WATER PIPE ON VALVE OR PIPE.
��;, .,,,�, ,:s,Krt ...
[a: ° �.
, E ° =.se documents is
i� tl�vorth Carolina
ter item designer
DRAWN BY
CDB
DOMESTIC GAS (PE-2406) BY SITE
U ar, '.ifa c-onformity with the
i
�,-:: i,arce with the
iianc
CONTRACTOR
rmwater ruF �. i 15A NtiA� 2H { j }
Gutter A " Exp. JT. Typ. ermlt # 5&/ O`I Ct0 Date.
CHECKED
WHBB
TAP & VALVE W/VALVE BOX BY
�y _ NC Division of Water Quality
APPROVED 77
EJB
GAS UTILITY
Sheet #_C 'eZlRevision Date 4�
Paving Plan Radius Type
GAS MAIN BY GAS UTILITY
-
JOB NO. 209001
13
Standard D riveway .Turnout (Ref. NCDOT RSD 848.03 Rev. C 4 W-02B) N.T.S. 09-04-09
N.T.S.
SCALE DATE
APPROVED BY PURCHASER / TENANT _. DATE
9 Thrust Block PER {SELLER DATE 10 Domestic Gas 11 Gate Valve APPROVED BY DEVELOPER � C502
N.T.S. N.T.S. N.T.S. `
SHEET NO.
. Y r 1 ; 1 • •l 3 r��•
=1i 11•�'•i 'r•. --•'r. -.': ,_ f 1! •. ..s' 1 ••. •1. .� y Ijr
i�S.lL-_ -� �i� sip-'L=•y�_..i L i_� __.� . ra _ .-i'r�1 t L� �� t:"'iiLc t?..� ?_•�.u�._._. �.I.�

AL
CQ Say I�
4' wide bottom \ N
Grass Swale with
Storm Structure Schedule Rip Rap Energy Dissipater. 3:1 side slopes ° )
See Detail 2/C304 _
Structure # Type Top Invert Northing, Easting j i�� i j % - 858 / / "� �
CB 1 Catch Basin 834.59 830.84 N 798694.6113, E 1525005.2167 \ \ 0 \ 850 3:1 0_ 12' gravel access drive. i °d°
CI 2 Curb Inlet 836.01 828.21 N 798846.3026, E 1525033.1928 \ \ f� \ 840 Match existing / �-
CI 3 Curb Inlet 842.91 838.91 N 799172.9615. E 1525049.4907 ) 832 \ / 850 - _ _ _ _ - _ - - grade Of Allen Road cn
C
C14 Curb Inlet 841.15 836.90 N 799330.1952, E 1525136.6318 /\ 834 / -r - - 7 _ 840 - - - - - - - l + L _ _ � - O
_ _ _ i/�
H W 1 Outlet Headwall - 829.45 N 798996.4798,E 1524644.1891 r -t - - - - - - - - -837. - - - - - - - �-
_------ - --- -- 838 - -- - - - -- --�847.5-_-_ HP C'__--__---847.5-- \ t di t9
HW 2 Outlet Headwall - 827 -� N 798926.4247E 152 - r
5018.2700 t - -
\•: m.
t
a rn _ C
1' -
_.
HW3 Inlet --if --- ------ - --- --
ne - - - �- - - - - '-tj - = z � L
Headwall - 825.00 N 798973.8913,E 1525021.9809 r � -
8.25
HW 4 Outlet Headwall - 820.00 N 799074.6306,E 1525126.2653 -
,... 36:7 ,..,«n fW „n..:.., z ,...;: ;, y'..aa r ...,;.: s-.Y,r> ,..� _ ,••�- _ _
l ;a,: , .Ar tc a�.t& -.a..' _.. w . >- ^.. -.N u.. t ,.-..;... $4.75 .34.25 / 32.60 1
is ...<_tz' r t '�..` s$••" „ ._A k a^ ' w:4 d 48.71 {. ..y � _ r �..� r-:.r,..-r i�- 4625 � f r � � 0 � Z
HI 5 Outlet Headwall - 820.00 N 799169.6041,E 1525123.9967 t Une LL ° n ,,: 1 (D m
Line A ine B �tlrre C Llnlq D Line E Une F Una G L e H U I Line J Une K /
HV 6 Outlet Headwall - 820.00 N 799328.0876, E 1525183.6636 1 \ \ \ / m ( Line KK Line JJ Line 11 Une HH Una GG Une FF Line EE Une OD Une CC
\ \ \ I T- 834.00
JB 1 Junction Box 834.00 830.20 N 798994.5622,E 1524597.2749 \ \ \ \ ( / / \
i \ \ \ \ Roof Doi�mspouts. Refer to \ \ l / I u� + L0
Architectural plans forexact locatio�t. \ \ I HW-1 ! Line W W Roof Downs uts. Refer to r o /� / "0
Inv- 829.45/ o0 401.f. Architectural plans for exact location.: Q a eO
\ \ \ \ \ \ \ \ .•-" ( 31.70 03 r, 10" PVC `} / Qt ++ G
Storm Piping Schedule '` \ \ \ `\ `\ \ \\ `\ `\ \\ ` �} cc 1y �� I o ( @ 2.0% \ \ \ \ \ \ = Z S
00
Pipe SizelMat Length US Inv. IDS Inv. Slope ( \ \ \ s i 4 wide bottom - o -`0g8 \ \ O
Ii v \ \ \ \ \ \ \ \ \ Grass Swale with / �i; \ U�
A 8" HDPE 30.0' 835.38 835.08 1.00% w x \ \ \ \ \ \ \ \ 3:1 side slopes
B 17 HDPE 30.V 835.08 834.48 1.00% 1` \ \ \ \ \ � \ \ \ \ \ 7
C 12" HDPE 30.0' 834.78 834.48 1.00% \ \ \ \ \ \ 34.76 2 ` 32.60
D 12" HDPE 30.0' 834.48 834.18 1.00%\\\\\ \ \\ \\ \\ \ m� 34. 0� \\ \
E 15' HDPE 30.0' 834.18 833.88 1.00% � \ `
F 15" HDPE 30.0' 833.W 833.58 1.00% \ \ \ \ \
G 15" HDPE 30.0' 833.58 833.28 1.00% c w \ 01 ND
� � \ \ \ \ Q) \ I \ \
H 15" HDPE 30.0' 833.28 832.98 1.00% w O0 6' r. \ \ 1 m \ Future pock
I 18" HDPE 30.0' 832.98 832.68 1.00% \ ` S
J 18' HDPE 30.0' 832.68 832.38 1.00
K 18" HDPE 3-05 832.38 832.08 1.00°6 \ ` 38.71 \\ , ,\ ) , \\ \\ f 38.25 \\
L 18" HDPE 187.51' 832.08 830.20 1.00% FFE 6 838.710 I \ \ \ \ \
M 1 24" HDPE 46.95' 830.20 829.45 1.60%
N 8" HDPE 30.0 1 835.38 835.08 1.00°k ` ` , ; \ \ ' I \ \ w \ \
O 10% HDPE 30.0' 835.08 834.78 1.00% ` \ , I \ 37.11 0 \
P 12" HPDE 30.0' 834.78 834.48 1.00%\ 1 , I ( I \" 38.71: 37.7
Q 12" HDPE 30.0' 834.48 834.18 1.00% \ \ \ I t I l \ \ \ \ \
R 15" HDPE 30.0 834.18 833.88 1.00%cd
S 15" HDPE 30.0' 833.88 833.58 1.00% \ \ \ \ \ \ \ \' \ 35.69 \ rra
T 15" HDPE 30.V 833.58 833.28 1.00°4 \ \ \ \ \ \\ \\ \\ \ \ \ \ \ \ \ 38.02 \
U 15" HDPE 30.0 1 833.28 832.98 1 1.00%
V 10" HDPE 30.0' 1 833.89 832.98 3.03%
W 8' HDPE 20.8' 835.38 834.78 2.89% � \\ \ IQ
Roof Dodvnspouts Refer to \ \ \ 34.70 `�
X 8" HDPE 30.6 834.78 833.89 2.92% \ \\ \ Anchitectural plans ford location.` \ \ \ \ \ \
y 15" HDPE 50.6 832.98 830.84 4.24°6 tt y \ \ \
co
Z 18" HDPE 154.25' 830.84 828.21 1.71°k
AA 24" HDPE 81.& 828.21 827.00 1.48% \ \ \ \ \
Une N Une O Une F*\ Ltne Une�R Line S IJ�e T Line lI� \ Line V BB 30" HDPE 145.0' 825.00 820.00 3.45% ( \
CC 8"HDPE 30.0 845.38 845.08 1.00% ' Line une W \ \35.69
DD 10' HDPE 30.0' 845.08 844.78 1.00% `\ ' 38.2 00
EE 12' HDPE 30.0' 844.78 844.48 1.00% \ \
6 z 825
FF 12" HDPE 30.9 844.48 844.18 1.00%
GG 150 HDPE 30.0 844.18 843.88 1.00% 830 TC=37.75
HH 15' HDPE 30.0 843.88 843.58 1.00°6 \ _ \
BC--37.75
11 15" HDPE 30.0' 843.58 843.28 1.00% \ \ uture Parking - _ jb \ c6 1 0 ` co'L / \ HW-2
JJ 15" HDPE 30.0' 843.28 842.98 1.00% \\ - - - - - - - T 834.59 {
KK 18" HDPE 30.0' 842.98 842.68 1.00% \ ) - _ _ Line Z \ CI-2 • 36.31
LL 18" HPDE 162.T 842.68 830.20 7.67% \ `" �_ _ ' T-836.01 une
MM 8" HDPE 21.V 845.38 844.79 2.81% \ _ ( _ - '
HO - BC=37.25 6'
NN 8' HDPE 6.1' 844.79 844.61 2.949/6 t- -
00 00 8" HDPE 24.(r 845.38 845.14 1.00% - co 00- - 834 \
O 2.0' 845.14 844.82 1.00% /
N PP 10' HDPE 3- -
QQ 12"HDPE 20.9 84482 84461 1010°k -- 830 e 8
aT
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12" HDPE
71.2'
844.61
838.91
Coordinate fill at - - -
\ ~ \\ -
ACC 4
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existing power pole•
with Energy United
3:1
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SS
12- HDPE
74.6
838.91
820.00
25.3696
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- - -
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30.0'
845.28
844.98
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10" HDPE I
17.0'
844.98
844.75
1.35%
W
12' HDPE
47.1'
836.90
820.00
35.9%
"�"rrri''r ""
\ \
-fill
- -
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Coordinate at-
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W W
10' PVC
40.0
844.33
843.53
2.00%
o
/ / / +� 810
' // / Sediment Basin #1 '• 0
- -existing power pole
with Energy United
-
Earthwork Quantities
-
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_
/ / Refer to Initial Erosion
•• ��-
_
General Earth Cut: 119,000 c.y. (Bank Quantity)
/ Control Plan, Sheet C301-
E
General Earth Fill:
100,600 c.y. (Compacted Quantity)CL
-
d
Assuming shrinkage of 15%,
/ /' / / ' .' \ \ 1 ' - - - _
- - - /
- -(532
00
_ 87+ - 8 N Dp� 15 6
- +
48.71
44.64 FFE = 848.75 640 �44.95�?• F �_ -. - - -
4JI4.60 9' F /
- t-
All downspoyyiis n oading �c
area s�iall spill to grade and
lui3e downspou"uard. $ems -
/ Detail501kK_
Roof Downspouts.- Refer to
-850- Architeeturayprans for exact locationf.
/ / Line UL pill thvoI
- - - - - - - - - - ---/ cunload1rtgidock
Line NN linePP _ / / /area)�4ee Detatlb/I
:rne MM - rLlne QQ - rune 00 FLi t%TT /
INNER 1.
INMiiitliiiAli N
- 'sitestairs
#1 846 - - �S48�/
C Z 5 45.50-
-BC 4.35_ �6i4425 -� -4425
-Q.- 45.71
7
-T-842.91 - , HP 45.41
0uture Parking Future Parking
the total material required for r..rN.r.y----rrr.. r... � � � - - - � � _ �r
115,700 c.y. - --
_ 820 el o I i Water a Forebay
the compacted fill quantity / / _ _ _ - - \ - - - _ - _ _ -
0 of 100,600 c.y. = / l L _
Topsoil Removal: 14,520 c.y (Assuming 6" average depth) / / =_ \ �00 \ \ 1
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The future dock and parking areas shown on this plan are for
��
- - -
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information only and are not to be graded at this time. Contractor
- -_ _ -
0
shall use Clean fill in these areas if future construction does occur.
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Grading Notes
Drains a Notes
9
See Quality Drive Plan and
Profile, Sheet Cloa,for
structure and pipe layout
CC
1. The grades shown are finished grades. Contractor shall determine subgrade elevations
1. All storm lines on this sheet shall be HDPE'S' corrugated pipe with smooth interior,
o
by examining typical pavement sections, the building drawings and the landscape
unless otherwise noted.
ca
drawings.
2. All storm lines in paved areas shall be balled to pavement subgrade with #57 stone.
2. All disturbed areas not scheduled to be paved shall have a minimum of 3 inches of
0
topsoil placed on them and shall be seeded as specified.
3. All trenching and shoring shall comply with OSHA standards.
m
3. All grading construction practices shall conform to all North Carolina Department of
4. Storm lines and structures shall be constructed as soon as possible. Inlet Protection
Environment and Natural Resources standards.
shall be used around structures as needed to minimize the silt entering into drainage
Y
system. Inlet Protection shall be removed after permanent vegetation or other ground
0
4. Maximum topsoil thickness for slopes steeper than 3:1 shall be 3".
cover is established or constructed. All sift shall be removed from structures and lines.
2
5. Lot 9 = 13.99 acres, Lot 10 = 14.64 acres
5. Pipe lengths and slope are measured from center of structure to center of structure.
.0
0
3
6. No slopes shall exceed 2:1
y
7. Temporary seeding is required when grading operations are temporarily halted for over
0
14 days, and on soil stockpiles. Permanent seeding is required when grading operations
=
are completed and/or construction operations will not impact the disturbed area. Seed
areas that show signs of excessive erosion.
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4 A I oo -Quality _
asin _820
$$0 _ t �° } ``eta � �� - -�• =--•_____
A /
Sediment Basin #2
Refer to Initial Erosion
Control Plan, Sheet G301
$26
Water Quality Basin to be constructed
after site is stabilized and temporary
sediment basins are removed. See
Sheet C204 for Water Quality Basin
Detail. See Sheet C301 forTernporary
Sediment Basins to be constructed prior,
to grading activities.
I ( 11 1 \
$2s 12"/1 Ill \
ill `
0
N I 1 \
I o II Il�
APPROVED BY PURCHASER / TENANT
APPROVED BY DEVELOPER / SELLER
DATE
DATE
4' wide bottom
Grass Swale with
3:1 side slopes
\
/
Sediment Basin #3
\ \ - Refer to Initial Erosion
\ + Control Plan, Sheet C301
\ Existing power pole
! to be relocated.
\ Coordinate with owner _ 4
\ and Energy United
OH -
Rip Rap Energy Dissipater
See Detail 2/C304
AppcsvdiiirsrrHvzaiat Iagprtilt @eeuments
is
/
Construction in °,car+(ans uaji theiie documents
permit North Carolina
required by the atiraiv'°r
rules r^74ira that tnC slur nw";er gstetr designer
od'ht} et)nJ iry with the
Inspect dunna v3n5t(yctwn
plans and span; and 9drt1n, can phance with the
stormwater rules -(' 5A NII .10080 ))
Permit#S�0410D/ Dale // w
�1 NC Division of ater Quality
by
Sheet # /7e1 Revision Date WZ_t)d9
GRAPHIC SCALE
50 25
0 50 100
1' . Sty
Legend
Existing Curb Line
- 900 -901
- Existing Contours
®
Existing Catch Basin
Existing Storm Line
011
Existing Overhead Power Lines
0
Existing Power Pole
--_ . _• New Building Edge
New Curb and Gutter
New Curb
New Storm Sewer
®
New Catch Basin
ST -
New Junction Box
New Contours
900 901
80.55 +
New Spot Elevation
TF-92.35
New Top & Bottom Of Curb Elevations
BC--91.55
CEO
New Rip Rap
CC # - New Curb Cut (See Detail 2/C502)
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Job No. 209001
1 "=50' 09-04-09
Scale Date
C201
Sheet No. i
r III
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Hollingsworth G P
Parcel GJ0000008405
Deed Book & Page 004030017
\
General Notes
1. The contractor is specifically cautioned that the location and/or elevation of existing utilities
as shown on these plans is based on records and where possible measurements taken in
the field. This information is not to be relied upon as being exact or complete. The
contractor must call North Carolina One Call and any utility that does not subscribe to One
Call at least 72 hours before any excavation, to request exact field location of the utilities.
It shall be the responsibility of the contractor to relocate all existing utilities which conflict
with the proposed improvements shown on the plans.
2. Owner The Hollingsworth Companies
Two Centre Plaza
Clinton, Tennessee 37716
Ph. 865457-3601
3. Topographic Survey by- Land Development Solutions
310 Simmons Road, Suite K
Knoxville, TN 37922
Ph. 865-671 2281
4. Lot 9 =13.99 acres, Lot 10 =14.64 acres
5. Property is located in City of Mocksville and is Zoned GI.
6. Utilities. Water: City of Mocksville Utility District
Sanitary: City of Mocksville Utility District
Electric: Energy United
Gas: Piedmont Natural Gas
7. Setbacks:
Front:
Rear:
Side:
8. Total Parking:
40 Feet
50 Feet
20 Feet
Accessible spaces
9'x1 V spaces
Lot 9
3 = spaces
63 = spaces
Total 66 = spaces
Lot 10
2 = spaces
43 = spaces
Total 45 = spaces
P
Amos Brown — Stewart Heirs ` \
Parcel G300000023 \
Deed Book & Page 2005EO243
C --- - - - -- ��;-...=..---- ---- - --- --------------------..r----_---
Calvin Arthur Phelps
Parcel G300000084
Deed Book & Page 004540060
arcel GJOOO0008405
DeedPBook & Page 004030017 I
i
ND-157 ! i ND-156 3Rd
Hollingsworth G P
Lot Parcel G300WOM405
Lot 10 � d Deed Book &Page 00403 17 \
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Joseph A Hollingsworth, Jr r Patrick Keifh Smith
J Property line to Property line to Parcel G30000008402
be dissolved 04
be dissolved Deed Book & Page 001980197 �_ BookParcel Page0OO J69
,r J Deed Book &Page 003690741
CL
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2 Posed Propefil
Property to be dedicated
Proposed —r
a ��� as ROW for Quality Drive
Extension
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Summitt Properties Partnership ~
Parcel G.30000008406 MJJC Macon, LLC
Deed Book & Page 003790441 Parcel GJOOO0008404 j
- Deed Book & Page 005440165
SOIL O S1�i3 �i!SISiA� rl #
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Site Location Map
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Civil Sheet
List
Issue
Date
Rev 1
Date
Rev 2
Date
Rev 3
Date
C100 - Overall Layout Plan
9/04109
10/02/09
C101 - Site Layout Plan
9/04109
10/02/09
GRAPHIC SCALE
C102 - Centerline Layout Plan
9/04/09
10/02/09
100 50 a 100 2W
:erprise Way
C103 - Quality Drive Demolition and Layout Plan
9/04/09
10/02/09
—�
I' • 100'
'
C104 - Quality Drive Plan and Profile
9/04/09
10/02/09
C105 - Quality Drive Details
9104/09
C106 - Quality Drive Details
10/02/09
C201 - Site Grading Plan
9104/09
10/02/09
Legend
C202 - Enlarged Grading Plans
9104/09
10/02/09
C203 - Water Quality Basin Detail Sheet
10/02/09
— — -`` `---- Property Line
Existing Curti Line
C204 - Water Quality Basin Landscape Plan
10/02/09
00 Existing Light Pole
New Sidewalk
C301 - Initial Erosion Control Plan
9104/09
10/02/09
C302 - Final Erosion Control Plan
9/04/09
10/02/09
New Building Edge
New Curt,
C303 - Site Erosion Control Details
9/04/09
10/02/09
New Curb and Gutter
New Concrete
C304 - Site Erosion Control Details
9104109
10102/09
C305 - Site Erosion Control Details
9/04/09
10/02/09
New Heavy Duty Asphalt Paving
----- -- -- Future Building and Parking Expansion
C401 - Site Sanitary Plan
9/04/09
10/02/09
Layout Notes
C402 - Site Sanitary Profile
9/04/09
10/02/09
C451 - Site Utility Plan
9104/09
10/02/09
1. All dimensions to curb reference face of curb.
C501 - Site Details
9/04/09
2. See Architectural drawings for building dimensions. All dimension shown to
building on this sheet are approximate.
C502 - Site Details
9/04/09
3. See Utility Plan for new and existing utility line locations.
C503 - Site Details
9/04/09
10/02/09
4. See Grading Plan and Drainage Plan for new and existing storm system locations.
C504 - Site Details
9104/09
10/02/09
LS101 - Site Landscape Plan
10/02/09
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,Job No.
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1 "=109
Scale
09-04-09
Date
10 0
Sheet No. i
-77
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1'
Notes:
1. Concrete shall 4,500 psi @ 28 days per ASTM C-478.
2. Headwall shall be installed on 6" thick layer of base stone.
3. All fill in the area of the headwall shall be compacted to 95%
Standard Proctor (minimum).
V �
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1" Chamfer on all
Exposed Edges
• 2' Clear
#6 Bars @
9" O.C.
#6 Bars @ I N
9" O.C. Wingwall I 12
j Perforated Base of
I HDPE Headwall
#6 Bars @ I
t{ 12" O.G. j 3'-51" 7-73. 3'-51
2 4 2
f#6 Bars @ j r 6'A..
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12 O.C. I '` 4
#6 Bars @
12N O.G.
each way
42" RCP 6:
,� .w. u,
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Inv 800.0
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of Win II Base gwa ".
i Keyed �r
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#6 stirrups I > r;
Joint _ 2 •• G �� .�., .
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1' 1' 3'-9"
Section View
C 42" Cast -in -Place Headwall
N N.T.S.
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N Drain.
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COD
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(belI ow Elev. I (below Elev.
806
806)
CID I 1
i t Rip -Rap
> Install Rip -Rap to match f Outlet
i existing channel widths and Protection
shape downstream of Gabions / l r r
w Channel shape, slope and vegetation
57 ' >' % shall be restored to existing conditions
downstream of rip -rap
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1. Gabions shall be constructed in accordance with manufacturer's
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F 2. Provide fitter fabric between compacted soil and all gabions.
m 3. Provide 6" thick layer of compacted stone under gabions.
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As Noted
Plan View
Wingwalls shall be reinforced
with #6 Bars @ 12" O.C. Each
Way (Front Face) and @ 9" O.C. I T—T T —T I
Each Way (Rear Face). T t
I + I !
#6 Bars @ 12" O.C. \
Each Way - Front Face
#6 Bars @ 12" O.C. I
Each Way -Rear Face
12" Perforated HDPE I I
!nv 802.0 l #6 Bars -
Front 8r
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each way
Gabions installed
with
►►►►►►►►►►►►►►►� ...slope
Rip -Rap shall transition tz
shape of existing channel
'I q1hr4
lik beginning at end of
26'
Rip -Rap shall slope from
invert of Headwall down to See Detail 4110503 for
existing grade of channel Rip -Rap Outlet Protection
Diameter, ThicknessMepth
and installation instructions
Section View
N.T.S.
Elevation View
N.T.S.
Slope above wall varies.
Basket
pion Basket
lion Basket
on of
its to give
3n)
14'1
Elevation View
r
6'
19,
1 R'
Plan View
2 French drain
N.T.S,
6'
Elevation 801.5
M
2 circular perforations at
every 450. Perforation
diameter = 0.375"
`-' Elevation 798.5
1' Entire Base Gabion shall
Elevation View be installed on 6" Thick
Layer of #57 Stone
Base Gabion - Elevation 798.5
N.T.S.
4'1
Plan View Elevation View
2nd Level Gabion - Elevation 801.5
N.T.S.
Elevation 804.5
Elevation 801.5
Elevation 807.5
Ovation 804.5
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Approved storFnwater Permit Documents
Con5tructi�m in ac.;or4anpa wit-, these documents is
required t y tk@ itnrjnwat?r pz,rmit: North Carolina
' rules regWirb that trip stiwrnwr:+ter system designer Drawn By LAD
Inspect duringrts;:tr[t'n' C-a,-sly conformity with the
plans ano Opens; or, paf,„ r_.;�rpii ice with the I )< stormwstsr rules: 15A KCAL 2H .1008 (1)) Checked WHBB
F6rrnit # SLcJD t /���j4��/ Date 6 0
by �yj�C Division of Water Quality Approved EJB
Plan View Elevation View Sheet #_ G,lDlo C Revision Dated Zcyf
Job No. 209001
3rd Level Gabion - Elevation 804.5 As Noted 10-02-09
N.T.S. Scale Date
C1 06
Sheet No,

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28' STD. SECTION 2. s' $'
i SHOULDER TYP. TYP. SHOULDER
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PAVING
DESIGN.
TOP COURSE
2" 11
BINDER COURSE
2" HB
SLAB BASE
10" ABC
AGGREGATE
SUBGRADE
BACKFIL.L
IN 9" MAXIMUM LIFTS
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PROCTOR. ADJUST MOISTURE AS NEEDED. � rn
1 TYP. OR 2:1 M
TYPICAL ROAD SECTION 1 SEE PLANS 2. COMPACT PROCTOR APPRTHROOVED
BACXFILL
TO 957o
t THE TOP
Lw
28' NOT TO SCALE 4 1 (7aT � (' 0)
i OF SUBGRADE SHAD. BE COMPACTED TO 1007. C
EDGE STANDARD PROCTOR. PROOF ROLL_ SUBGRADE LLj
z
TO TO NCDOT'S AND ENGINEER'S APPROVAL. Q 0 z
B: I EDGE W j
CA: � 4
W T
6W 0 ' N
o�
z
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1 ul-de-Sac Typical Road Section
N.T.S. N.T.S.
z.. o
rn
. o
T
(D
L
S—on TYP. .Dt ❑ .. ^a
DEPRESSED FOR FLAT GRADESCU
GUTTER LINE 2% AND UNDER FRAME, HOOD & GRATE >%
� n i 2
'2 2
e
VARIES
RAD. CURB FACE ---------- 0
y t n #4 BARS R
ASPHALT CURB FACE BEYOND � �,Zg�o� � � t 3" RAD. RAD. s 3'--O" � S" Q
PAVEM'T TRUCK .,E 16� - ""'" .-N 's
->i-4: CAR +3 _ -- -` ,- - : ' :. ' •
-2.1%---2.1% --7.3% -.- _..,._...- ,� .,,1� � ; r',•:.'.;, � t
OUTLET
41)
2r fi' CAR 2" 5' am 5' ' . � TYP. 2r-`fJ" ABC iDF»
11 TRUCK NOTE.
CONCRETE TURNOUT A,l.l.. GRADES SHOWN ARE MAXIMUM STONE I 4 -4
CONCRETE TURNOUT
SHALL BE 8" TRICK OVER SECTIQU SEQ„TfQN X-
AT 6" O.C. * •�
0
� 3
�—ter � ❑
+ 16- '
6" COMPACTED 'AeC:
QRADES T ,"... R=25' FOR CAR 4'-4" * `
R=50' FOR TRUCK BACK OF 8" S-01• 8"
5' o
- CURB S' * to
PLAIN BUTT JOINT PAVEMENT y
DRIVEWAY WIDE SURFACE00
y r
SITE EXTRUDED CURB ROAD STANDARD CURB a X X I Oi I
BEGINS 2p HIGH WITH A TO DISSIPATED BETWEEN • ° � ' �` I � � ���
A 8" LONG TAPER THESE WMITS TYP. ' ;�����.
ina CjCIJ 1t'0"�` L,1 .L7�C 1"FOR GRADES �J'—O"
jj--------....... ----- -- — — =e �C� it-i v,,+ �Q a i3�r� Cs' Mtil - OVER 2%
— -- o
- - - - - CURB & GUTTER ABC SMNE ,C ExP. PLAN QUEB AND GUTTER m
m
GRASS - R r -
�T. MATt..
_..�...
AREA 'R` ; TV. DEPRESSED GUTTER NORMAL GUTTER LINE c
i a Pam. Y LINE 10" MAX. _ z
PLAIN -BUILOK
CURB i i I k--------
..�...: - ... °� 0 O O Li-12 5 -O"
--JP' ,� GF"NERAL NOTES: J FdR GRADES �
M - ri 1. SEE STANDARD DRAINAGE STRUCTURE FOR OVER 2%
.....
P-6 CURB & GUTTER FURTHER INFORMATION. ELE U Gs �r7$'• •:
GUTTER N 4N QUEM AND GG ,. ' $. ,
o REF. NCDOT RSD 8415.01 24 845-01D 2. START FIRST STEP 8 BELOW TOP OF WALL. K CATCH BASINRI RD TANDABCAL ...G'#
3. C.B. FRAME AND HOOD SHALL BE
A —moo�a EXP. JT. TYP. NOTE: I�RQVIi�E TRANSVERSE U.S. FOUNDRY #5181-6428 HEAVY DUTY S
PAMN9, ELAN BADUU—S ME CONSTRUCTION JOINTS AT ' O.C. MAX. NCDOT #840.©3 TYPE 'B' �, " �. rtcx�or asa s�o.uta ��~�
12 ,THRU 54,0 PIPE .�} 4 .
Approved 5terrr1w&,g1perrmIt Dodr_,jments
ocuments i}
-)ntt5
Gns[rtaction In 4r ryese
required by the storFripeaFQr �'rnit. North m designer Drawn By LAD
tiles rertu�re theE tits �ttarKtwater eYcora ,with the
Inspect during czn5truction; ce ityNa cfe with the
plans and specs; and certify Comp Checked wIiBB
stormwater rules. { 15A NCAC 2H .1008 ( j) )
Date
Permit # cd
!l �T
b G Division of Water Quality Approved EJB
y Revision Date
Job No. 209001
N.T.S. 09-04-09
Scale Date
Turnout 4 Curb and Gutter 5 Standard Brick Catch Basin
Standard Driveway Tur a n '�
N.T.S. N.T.S. N.T.S.
0111
Sheet No.
CATCH BASIN
MIN. DIMENSIQN
PIPE
HEIGTH
MDTH
D,O
`H'
' YY
15"
2'-6"
2'-2"
18.
.fir-10"
2'-2"
24"
3'-4"
2'_2"
30"
3'--10"
S-4"
36"
4'-e
3'-1 Q"
42"
4'--10"
4'-5"
48"
5.-4.
5'-0"

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plug with #towable fill. Remove all storm Y cD
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I I r r ! GRAPHIC SCALE
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Itr ! lI r! !r t r ! 50 25 0 50 100
?, Qualit Drive Extension - Grading and Drainage Plan
=50 Y g g
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► Legend
I I �®
I
Adjacent Property Line 4.0
I —
1 d ' — ---- Property Line
CU
Existing Curb Line
t "
" a
` ' r 0 C:
rs
Existing GasCU
"
a
ss Existing Sanitary Sewer .0 "
R "
Existing Telephone ON
I 1
----y Existing Water
y C
.S 1 Existing Fire Hydrant 3
1 � ,�
! c`°t .-•r�r C) Existing Water Meter p
I At �w _
Existing Electric
LL
I 'IIxrraa,aaMasa ` ,`.�tis 3p,.
HppF Existing Power Pole •�
Existing Storm Sewer
N 798980.6992 2 H ur ~ - --
"�-� - New Curb and Gutter m •a
E 1525097.9682 c Z M
I roil o w
164'R New Concrete Paving .� _
CD
800'............
N88.3 '49"W...... . :............... ...... p....... ..
29 :2�� Quality Drive0 IX
.35,R ..............
� ..'.-.'.'. .'.'.'.'.".'.' � y--.----••_� �r w.a aa���or, 'sir � r«,' .. y
•— ..... rr TSta 000 G ..... # �
N a
r�n47.5 R N 799008.914135'R
4
0 1 y ii ilec !t r ¢ + t ry .�r '•.1 tf 4}718l C
�o NE 1525495.4114
41
o5441 1
.:.. ..... Benchmark
NM 29.88' i See Sheet C103 for 1 J storr,w t� rt3� . , . ,F ,;. ; ; o
°DOD I Iron Nall Saw -cut existing Quality Drive widening in P�rrr,lt �SLtlh!Q�/ot�/ r ate l�za� Z •-
35'R '`, E.:. .' Elev = 810.00 pavement approximately 5' this area
... 1 N 798989.39 beyond existing 12 pipe.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 1 E 1525198.23 Repair with new paving
47.5'R and curb & gutter.
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• POINT ELEV 824.66
• POINT0+96.12
•21.83
1
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MAP
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. Be
- •Location
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35'R L=107.68'
`� COD/ R =148.00' j
N 798958.4622 0 � '
E 1525117.9283 Tan=56.35 030 6
Ch=105.32'
S70029'39"W
N 9"
co
i
a y Drawn By LAD
as
1 ,
I 1 ch0%. WHBB
Approved EJB
NtH
J Job No. 209001
I 1 "=50' 09-04-09
1 Scale Date
1 ` GRAPHIC SCALE
50 25 0 so 100
1 " - 3QualityDrive Extension - La out PlanCl 04
Nhl.w Quality Drive Extension Profile ,�=50, y � � .
1 =50 t 50 Sheet No.
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��--Future Dock
822
—842
000,
Initial water quality outlet—
o — V T structure. Refer to Sheet C504
Qp
— _ M Rip rap with �{ 33.1 l.f. for detail o \\ �� J� — — — 02�~
T -filter fabric liner i B" PVC j x
@ 1.5%
—
_ ---Forebay
00 co
CD
13' Concrete Level 6 Co Water Quality '`
— Spreader constructed per 00 Basin -� r ---
Q
NCDENR requirements --� L r U 2 0 _.,. � -- '" --
4 ' +••• co
I j ��` / !�I' ��• .r.� F y
a �„ r � �, � � ` � "'• a � /' /' / ♦
' 1 4 - / / / �— 3' Forebay bean r
"with riprap. Elev = 817.0 -- �- J7 ---
constructed per _ - --- —`
�� — — _ \ •►� f f NCDENR requirements — _-- —
/ C I13' x 30' Filter Strip
C� + ` constructed per 0
W
NCDENR requirements / I
d
r /
-t / �' s' / �i ♦ �/' ♦ ` Contractor shall compact earthen material in water quality
/ ♦ � �� �� "` r �! / / i basin such that the infiltration rate is no more than 0.01 in/hr. �.
Outlet structure Inv. 610.00. _ _ -- ram„ -� �' / / / ♦ J Soil compaction and infiltration rate to be tested and verified \
-Refer to Sheet C504 for detail. - f y. r'HW-1 = = �' / ♦ / ♦ by geotechnical engineer. If the required infiltration rate
I To be installed when Inv. - 807.20 / ♦ \
— � J •l � � � � � / ,t ✓ � � / � cannot be met by compactions install a Geosynthetic Clay
additional two pipe joints are 1 { ( -- - - I .- % ♦ Liner (GCL) which meets the requirements of the NCDENR
r -removed, refer Sheet C104. �' J I I i -w I r / / Stormwater BMP Manual. Coordinate with geotechnical \
DO
engineer.
i Q JB-1
Top -818.0
— — Inv. - 808.15
,Q Verify invert of existing pipe - "" I
V i 1 30"H6PE f' �� • �, �1 f %ter- ,� .
@ 1.00%
f i
II
- - - - _ - - - _ - , ' _ - � " � ' � �� , �,' , � `� '; � Water Quality Basin to be constructed after site is stabilized and temporary
- T - - - -- - - �' f' �' / / /'. sediment basins are removed. See Sheet C301 for T n __ _���_ �_, , � � �� � , o Temporary Sediment
- - - - -� - -" Basins to be constructed prior to grading activities.
--- ___. U 20
Refer to Sheet
C104 and C106
for Continuation
Proposed Road
Elev. 827.8
Outlet Structure
QDR OS-2, Refer
to Sheet C104
and Sheet G504 .
427 RCP
Proposed Grade
2:1 Slope
1 Outlet Structure Schematic
N.T.S.
Top of Structure
816.0
Inv. 810.0
-'— Remove 2 joints
Inv. 802.0 of 42" RCP
Water Quality
Basin
Water Quality Basin 1
5' berm
Elev = 818.0 3:1 Slope
Elev = 818.0 to 814.5
10:1 Slope
3:1 Slope Elev. 814,5 to 813.6
Main Pond
Outlet Structure
Elev. 802:0
3:1 Slope
Elev. 813.5 to 802.0
3:1 Slope
Elev = 817.0 to 814.6
3' berm w/ riprap
Elev = 817.0
2*1 Slope Forebay
10:1 Slope
Elev. 814.5 to 813.5 Elev. 812.0
3:1 Slope
Elev. 813.5 to 802.0
2 Water Quality Basin Cross Section
N.T.S.
2:1 Slope
�e p ead r a ag :.fram - W . away Z00f
FNfet:SS�: ti�a.rtperiaai�er;�>re�tated:
GRAPHIC SCALE
20 10 0 20 40
V - 20'
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Tigure 8-2: E
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f'rofil ie :vf a Levef� $4 ader {aclap ed frvlin;. athawa 200 S 5
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3 Level Spreader Detail
N.T.S.
APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SELLER DATE
Drawn By
LAD
Checked
WHBB
Approved
EJB
Job No.
209001
1 *=20'
Scale
10-02-09
Date
C203
Sheet No.
1' .. i, 4 - -, •.-; "-i !•-- � � �- I _ �.- i - r rr -= R'7 ,r � � r � --�'* �r• �s j�q�+' _. _
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39,44
- - - - __ - -- - -- --A- V -1_
Vegetative Filter Strip
Approx. 400 s.f.
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- - - - _ - _ -Future Deck -1
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_ 822 _
84277
... ..-.:�..............................:....
....... �.. '�........... ...'.• •:.....'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'.' i'.'.'.'.'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.......'.'.'..
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::.. .. ; . _ -� Forebay -- —
'. ...• Oo Water w ' ;?
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, v " f /� �Y *Y Imo. :... J�`..`r ��
.: .. ....• .... :: ri Bann
/ :. .. ....... .... �... ..
8,30
00
.......j*
Vegetated Shelf _
L: • ;. ;.:�. ;... ' :.. • : ��"� / �W W .:r::. .... Approx. 4800 s.f,
f... : ` •;... ins'.' } j r I /� W W / /
CID
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.............. . ,1 t'.'. ... 1..' r.. `` w W r -- . .... ' • r'. .r... / ' / ! f / / / / f /
# ..• • :... .....
... .f .... 1 `.:......... ,i
:::'::::::.:... :a::::'.:... ......... Q f ' Berms and Side Slopes
...... . • ..�f'' ✓' �� ` Approx. 20300 s.f.
f:::::::.... '..f PP GRAPHIC SCALE
- ' ... ........ • •:�.'� ! ! / 20 so a 20 40
1. •::.', .-,. .....� .'..'.' .........;.'.;.:.;.......'.'.' � / � / / f � / �
' .....
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Sweetflag
Swamp Milkweed
Water Plantain
1. A Minimum of 50 plants per 200 s.f. of
shelf area shall be planted.
2. Alternate plant species in shelf area.
Legend
— —
Property Line
Existing Curb Line
900 901 —
Existing Contours
®
Existing Catch Basin
Existing Storm Line
OH
Existing Overhead Power Lines
O
Existing Power Poise
New Curb and Gutter
New Curb
New Storm Sewer
®
New Catch Basin
ST
New Junction Box
901
New Contours
A;3g7rr,To•[3La. ''s?fii"'e« C!�`rf 1ry'6'1'6T1 frti�195iliiik'0
Plant Legend
Plant Legend
SYMBOL.
BOTANICAL. NAME
COMMON NAME
SIZE
W w
Acorus Subcordatum
Asclep€as Incarnata
Alisma Subcordatum
Sweeiflag
Swamp Milkweed
Water Plantain
4 cubic inch container, planted Z o.c.
4 cubic inch container, planted Z o.c.
4 cubic inch container, planted Z o.c.
Eremochlos Ophiuro€ddes
Centipede Grass
Saccharum Baldwinii
Narrow Plumegrass
4 cubic inch container, planted Z o.c.
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1. Contractor shall use plant species listed or obtain approval from NCDENR for any
Drawn By
LAD
substitution.
Checked
WHBB
2. All landscaping shall be installed in conformance with the NCDENR Stormwater BMP
Manual.
Approved
EJB
209001
Job No.
1 "=20' 10-02-09
Scale Date
APPROVED BY PURCHASER / TENANT DATE
APPROVED BY DEVELOPER / SEU.Et DATE
C204
Sheet No.
I r-
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