SW6111101_APPROVED PLANS_20111216 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW &�/f//9
DOC TYPE
❑ CURRENT PERMIT
L APPROVED PLANS
((❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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VICINITY MAP
FT. BRAGG RESERVATION
VICINITY MAP
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SCALE : i"=2000'
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RMAXINVIM11i �
DRAWING INDEX
IN
COVER SHEET
D-1
ffATER DETAILS
C-1
EXISTING CONDITIONS
D-2
ITATER DETAILS
C-2
OVERALL LOT LAYOUT PLAN
D-3
SITE DETAILS
C-3
�`
OVERALL GRADING AND =r v
D-4
STORM DRAINAGE DETAILS
DRAINAGE PLAN t
D-5
EROSION CONTROL DETAILS
C-4
OVERALL UTILITY PLAN
D-6
EROSION CONTROL DETAILS
C-5
TYPICAL ROADWAY SECTIONS
D-7
EROSION CONTROL DETAILS
C-6
ROADWAY PLAN AND PROFILE
D-8
WET DETENTION POND DETAILS
STA. 10+00 — 20+00 WEXFORD STREET
C-7
ROADWAY PLAN AND PROFILE
L-1
ITET POND LANSCAPING PLAN
STA. 20+00 — 29+81.46 WEXFORD STREET
C-8
ROADWAY PLAN AND PROFILE
DA-1
SEDIMENT BASIN DRAINAGE AREA MAP
STA. 10+00 — 17+00 WESTON WOODS STREET
DA-2
STORM DRAINAGE AREA MAP
C-9
ROADWAY PLAN AND PROFILE
DA-3
IMPERVIOUS AREA MAP
STA. 17+00 — 25+65.95 WESTON WOODS STREET
DA-4
ITET POND AREA MAP
STA. 10+00 — 11 +68.11 LEDFORD AVENUE
C-10
ROADWAY PLAN AND PROFILE
STA. 10+00 — 17+14.21 TELLMONT STREET
C-11
ROADWAY PLAN AND PROFILE
STA. 10+00 — 18+56.91 DELMAR DRIVE
STA. 10+00 — 11+22.95 BRUMMEL COURT
C-12
EROSION CONTROL PLANS
C-13
EROSION CONTROL PLANS
C-14
WET POND PLAN
C-15
WET POND SECTION
,pptow�J .; ,-,::nnii t acumitnvt
SURVEYOR: HOBBS, UPCHURCH & ASSOC., P.A.
ADDRESS: P.O. BOX 1737
SOUTHERN PINES, NC 28388
CONTACT: J. GARY CULP
PHONE: [phone]
FAX: [phone]
OWNER/DEVELOPER: THOMAS FAMILY BUSINESS
ADDRESS: 605 S. REILLY ROAD
FAYETTEVILLE, NC 28314
CONTACT: CARROLL THOMAS
PHONE: [phone]
CELL: [phone]
FAX: [phone]
�N•GA -.
729 5
:,%GINEF oC
AS K. GOa�.
:onstructior :n ancoIds n _ •.);.,-i 1ese docunttnts q;
required by Inc slormwater permit. ;.odh-„aro1w,
pules require that the s: _rmWD -vscc-.>, desigwer
Inspect during constru,'ion c rtify conformity with the
plans and spe a, mn' certify w;r�)itanoe with 0e,
snariwater rules. 1 �A NC 1" 2 7 1008 (j l
'ermit :� l�[��P b 1. Date
^'�_.-. P r�F. snn of Wei er Quplet:
Hobbs Upchurch Associates
engineering I planning I surveying
Southern Pines Office
300 SW Broad Street ( Southern Pines, North Carolina 28387
P: [phone] 1 F: [phone]
License Number: C-0454 www.hobbsupchurch.com

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LEGEND
EXISTING
DESCRIPTION
NEW
TEMPORARY BENCH MARK
O
EXISTING IRON ROD
RIGHT-OF-WAY
PROPERTY LINE
_
ROADWAY
=
242
1' CONTOURS
242 -
250
5' CONTOURS
250—
CONCRETE SIDEWALK
STORM DRAIN PIPE
d
❑
STORM DRAIN INLET
— —SS—
— SANITARY SEWER LINE
Os
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
•
- --
- WATER LINE
--------
FIRE HYDRANT
*--
GATE VALVE
5' LOT UTILITY EASEMENT
— - -
UTILITY/DRAINAGE EASEMENT
-
LIMITS OF CONSTRUCTION/
- -
DISTURBANCE
TEMPORARY CONSTRUCTION
ENTRANCE
TEMP. SEDIMENT BASIN
WITH BAFFLES
TEMPORARY SILT FENCE
—SF 5F--
TEMPORARY DIVERSION SWALE
TEMPORARY INLET PROTECTION
rA,
LJ
RIPRAP VELOCITY DISSIPATOR
[�
W i DGEFIPELD HASEU3 DIVIS� N
COUNTRY CLUB MOBILE HOME PARK
DB 288 PG 769
MAP 005 SL 2-28
494660001066
N 67'00'28" E
64.53'
ZONE RA-20
20' WATER LINE EASEMENT
DB 391 PG 330 6— I
EXISTING OVERHEAD
ELECTRIC _EIR
EXISTING FENCE
EIR - ,� �� 270 /
EIP
N 70'59'27" E
28.49'
EIR
v
_270—
COUNTY OF HOKE
DB 391 PG 330
TYRONE F. WILLIAMS
DB 344 PG 400
494660001214 /
ZONED RMF
WE:DGEFIELD SUBDIVISION EIR
PHASE 3
DB 739 PG 79
DB 333 PG 432 N 16'02'29" W -
30' INGRESS AND 50.06'
EGRESS EASEMENT
N16'02'29" W
— — 29.92'
— EIP
OWNER:
THOMAS FAMILY BUSINESS HOLLINSHED PROPERTIES, LLC �-
McLAUCHLIN TOWNSHIP DB 713 PG 269
HOKE COUNTY, NORTH CAROLINA asassaooto85
ZONED RMF
SURVEY NOTE: r60
BOUNDARY INFORMATION FROM A MAP PREPARED BY /
HOBBS UPCHURCH & ASSOC PA SOUTHERN PINES I '
CALL
BEFORE YOU DIG]
AM Dig "Safely. SYM.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
DGEFIELD SUB
PHASE 1
7
REVISIONS
DATE
BY
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HOKE COUNTY
DB 304 PG 700
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NORTH CAROLINA DATED AUGUST, 2010.
/ NL A
WETLANDS NOTE:------------EI e SE'(�I
\IR
— — — — — — — — — — — — — — — — — — —
NO WETLANDS EXIST ON THE SITE PER J. GARY CULP 255
300 S W2950 BROAD S REET;HOBBS,CHURCH SOUT ERN PINES, NC ANDASSOCIATE 8387 I l
DEED INFORMATION:
OWNER: THOMAS FAMILY BUSINESS MIDWAY & ASSOCIATES, INC.
DEED BOOK 727, PAGE 112 DB 504 PG 45 \ C EIR
DEED BOOK 727, PAGE 623 494660001083
ZONED RMF
STREAM CLASSIFICATION:
FAYETTEVILLE TRANSFORMER CO.
NAME OF STREAM CURR. CLASS. BASIN 255- DB 284 PG 889 I 0
ECM BY I
PUPPY CREEK C CAPE FEAR / / -� 494660001089
STEWARTS CREEK C CAPE FEAR \
I EIS ZONED 1
SOILS INFORMATIONT----------------------------- \
----._.-- / / EIR BY
SOILS LOCATED ON PROJE�T AREA CaB AND WaB
ECM ECM
I
/
NL AT BASE EIS
/
DON R. BROCK BY ECM
/
DB 612 PG 154
I
494660001018 I
I
ZONED HC
TRACT "A"
CAB 3 SL 3-65 MAP 003
I'
AMERICAN FLAG HOKE, LLC
DB 759 PG 316
I
II
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�Ip
I#
lil
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- END STATE
MAINTENANCE
03'51.04" E
40.52' WEDGEFIELD
APARTMENTS
SCALE: 1" = 100'
100' 0 50' 100' 200'
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SHEET NO.
C-1
tit

1
L
-
WEDGEFIELD SUBDIVISION
PHASE 3
` I
WELL LOT #3
LEGEND
EXISTING
DESCRIPTION
NEW
{�
TEMPORARY BENCH MARK
O
EXISTING IRON ROD
RIGHT-OF-WAY
PROPERTY LINE
-
ROADWAY
242
1' CONTOURS
242 -
5' CONTOURS
250--
250
CONCRETE SIDEWALK
_
STORM DRAIN PIPE
❑
STORM DRAIN INLET
- -sS-
- SANITARY SEWER LINE
Qs
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
•
-- -----
WATER LINE
- - - - - -
-
FIRE HYDRANT
-
GATE VALVE
5LOT UTILITY EASEMENT
- -
UTILITY/DRAINAGE EASEMENT
LIMITS OF CONSTRUCTION/
- -
DISTURBANCE
TEMPORARY CONSTRUCTION
ENTRANCE
TEMP. SEDIMENT BASIN
(�
WITH BAFFLES
TEMPORARY SILT FENCE
-SF-S,---
TEMPORARY DIVERSION SWALE
TEMPORARY INLET PROTECTION
L. 1
�LYJ
RIPRAP VELOCITY DISSIPATOR
q
Utl /Jy h'G /9 I
ING FG 432�J
30' 0' INGF2LSS AND ,I(\
EGRESS EASEMENT —�
EIP
COUNTRY CLUB MOBILE HOME PARK
DB 288 PG 769
MAP 005 SL 2-28
494660001066
ZONE RA-20
N 67*00'28" E
64.53'
20' WATER LINE EASEMENT /
DB 391 PO 330
I
1 10'
1 r -,- -1
�5 1 SLOT` 120'
I 10' 20' UTILITY
I10' EASEMENT
50' r-7-----I--
1 ROW 11 1 <LOT) I
J20 5' UTILITY
EASEMENT
O
1l3
BUILDING SETBACKS/
UTILITY EASEMENTS
N.T.S.
CALL REVISIONS
BEFORE YOU DIGI
1
SYM. DESCRIPTION DATE
BY
DigSafely" ----- ----- -- -
---
1.800-632-4949
NORTH CAROLINA ONE -CALL CENTER -- -
"
NOTES:
J
1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA
O
OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGULATES PARCELS OF LAND.
V)
2. SUBJECT TO ALL EASEMENTS, RIGHT-OF-WAYS, STREETS, AND
W
0
ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN
O
THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN
OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY
IZ
PRESCRIPTIVE USE.
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3. ALL DISTANCES ARE HORIZONTAL GROUND.
a
4. AREA BY COORDINATE COMPUTATION.
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5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF
RECORD IN HOKE COUNTY REGISTRY AND CORNERS LOCATED IN FIELD.
LLI
Q'
6. AREA OF PHASE II IS 36.27 ACRES.
Of
7. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY. NC
GRID COORDINATES ESTABLISHED BY GPS METHODS. HORIZONTAL
COORDINATES NC GRID NAD83(2007) AND ELEVATIONS NAVD 88
DATUM.
/
8. TOTAL OF 102 LOTS IN PHASE II.
Z
9. TOTAL OF 5,385 L.F. OF STREETS IN PHASE II
O
TOTAL AREA STREET RIGHT-OF-WAY - 6.27 ACRES (272,750 SF)
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10. PROPERTY IS ZONED R-8
D
\
11. TYPICAL LOT SIZE: 80'x125: CORNER LOTS 95'x 125.
SMALLEST LOT - #316 = 8,246 SF
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12. WATER BY HOKE COUNTY; SEWER BY PWC.
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13. ALL PROPOSED STREETS SHALL BE PUBLIC; ALL PROPOSED
STREET R/W WIDTHS ARE 50'.
14. SIDEWALKS ARE TO BE INSTALLED BY INDIVIDUAL HOME BUILDER
Li -
AND SHALL BE 6" THICK CONCRETE AT THE DRIVEWAY LOCATION.
15. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS, PLATS
O
OF RECORD OR PARTIAL SURVEY AND NOT AN ACTUAL FIELD SURVEY.
Z
16. OUTSIDE BOUNDARY SURVEYED BY HOBBS, UPCHURCH &
ASSOCIATES, P.A. AUGUST-2010, WILLIAM C. McILWAIN, JR. PLS 2421.
17. ALL STORM DRAINAGE EASEMENTS SHALL BE PUBLIC DRAINAGE
0
EASEMENTS WITH MAINTENANCE OUTSIDE OF NCDOT R/W TO BE DONE
Z
BY OTHERS.
0
_- S 4E 3643' Q
344 , "� G� �O^- `; .. / —"'.� HOKE COUNTY _
DB 304 PG 700 1
EIR X
\\\) STD �'� A A i`� ' ,'
343
ice: - )
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N 16'02'29" W� I��`� .' ,' 37� A\ �\
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HOLLINSHED PROPERTIES, LLC
DB 713 PG 269 -� N� _ 1 ) 34 > v Q �` �i'/'Q ,511
-
494660001085
ZONED RMF , 300 ' 1( ' 1 r'
375
11 / \ \\ PERMANENT DRAINAGE
I, 1,.\, V �A' BLSEl I END STATE
1 1 364 1 / -V ' ,
— — — — — — — — — �� \\ \ ' - 1� \ �� �- �IR MAINTENANCE
— — — -
-------------- EIR �� _1`, '%� �_ -'� �� STORM A 1 - � � 1 1
S 03'51'04" E
7-
� �v�� C� , /,-------, -------
OWNER: 40.52
RM ND
v v v I ' •�_
36)
THOMAS FAMILY BUSINESS �� ' i 6 i1
�-
McLAUCHLIN TOWNSHIP
HOKE COUNTY, NORTH CAROLINA MIDWAY & AssoclArEs, INC.
DB 504 PG 45 /
SURVEY NOTE: EIR
494660001083
BOUNDARY INFORMATION FROM A MAP PREPARED BY ZONED RMF , WEXFORDSTREET
/ _ I6' `
HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN PINES, / %,`1' "50' PUBLIC ROW- J
.' ^ .288 \\ I._.. FAYETTEVILLE TRANSFORMER CO.
NORTH CAROLINA DATED AUGUST 2010. /. \ N _. a'
v' �,' ,:.3b r - --1 r---- _ i55- V v v DB 284 PG 889 o 0
r-- ? �� �.` 494660001089
WETLANDS NOTE: // ECM BY -
' ' / \ EIS ZONED 1 �p -
- - - - --N WFRANDS _EXISI ON THE SITE PER J. GARY CULP - - 1 + �92 29� I �� 7� i ,y 1� , ' v' W D
PLS,/ L-2950 HOBBS, UPCH0RCl -AND-ASS6C-tATES- R A- - - - - - - - - -
30Q S.W. BROAD STREET; SOUTHERN PINES, NC 28387 - - - ----- I EIR BY
----- I ----- ---- ECM
DEED INFORMATION: ECM o
/OWNER: THOMAS FAMILY BUSINESS NL AT BASE EIS I I rri
DEED BOOK 727, PAGE 112 DON R. BROCK BY ECM
D 4 DEED BOOK 727, PAGE 623 946 0001018I I I it
/ ZONED HC n
STREAM CLASSIFICATION:
NAME OF STREAM CURR. CLASS. BASIN
PUPPY CREEK C CAPE FEAR TRACT "A"
CAB 3 SL 3-65 MAP 0
STEWARTS CREEK C CAPE FEAR
AMERICAN FLAG HOKE, LLC W
SOILS INFORMATION: DB 759 PG 316
SOILS LOCATED ON PROJECT AREA CaB AND WaB
III
I I I,I
EXISTING OVERHEAD Eli ., \
ELECTRIC \
\ WEDGEFIELD S
EXISTING FENCE
-. - y HAS
,
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EIR � -- �, . V ` Isla) v. ;-270 j-_ I , /`V , l G0/ ' % - A" TO,
1JIG, 33
N 70'59'27" E~1 ,.,'
� ✓ 2
28.49' , I,fi, `� f3121 \ ,, , :,\ /.- Q
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DB 391 PG 330 �. c '� �� ��� ``�% J A 347 4
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DATE:
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DESIGNED:
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
1 "=100'
SHEET NO.
C-2
OF:

REVISIONS
SYM. DESCRIPTION
DATE I BY
5. rr 50' R.O.W.
UTILITY 24"
EASEMENT CONCRETE
ROLLED
CURB
11' SHOULDER 1 1 24' PAVEMENT WIDTH
EDGE OF PAVEMENT
AND ABC DETAIL
12'
C1
— — - 3% _3%
--Ii1 -I i- III ri 11-71I IIIiI17E
CONCRETE ROLLED CURB T
E1
/ PAVEMENT
ABC STONE
PAVEMENT SCHEDULE
24"
CONCRETE
ROLLED
CURB
1 1 6' SHOULDER
5'
UTILITY
EASEMENT
5' SIDEWALK ( 6„
WHERE
APPLICABLE
1 /2" /FT. I 1 /4_ "/FT.
lii '',I Ili -=III �Ii 11
I�I- III lii ill-=�11 �It=1tt-'
I --III III, i 1 _J I I
3
11
NOTE:
1. PROVIDE A SMOOTH TRANSITION TO EXISTING PAVEMENT.
2. ALL MATERIAL AND CONSTRUCTION METHODS SHOULD CONFORM TO
THE 2006 EDITION OF THE NCDOT STANDARD SPECIFICATIONS.
SYMBOL
DISCRIPf10N
C1
PROPOSED 2" ASPHALT SURFACE COURSE TYPE S9.5B
Et
PROPOSED 8" AGGREGATE BASE COURSE
TO
SUBGRADE
TYPICAL ROADWAY CROSS SECTION
NOT TO SCALE
24"
r
-ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 846
-TRANSITION ROLLED CURB OVER
10' TO VERTICAL 2'-6" CURB AT INLETS
24" CONCRETE ROLLED
CURB AND GUTTER DETAIL
NOT TO SCALE
Mln nr W4Y
TYPICAL CULDESAC DETAILS
NOT TO SCALE
M1n1r nr WAY
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DATE:
SPET., 2011
DESIGNED:
FDW/TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
1 "=100,
SHEET NO.
C-5
OF:

REVISIONS
Ic
ti
STORM DRAINAGE PIPING
AND RIPRAP VELOCITY
DISSIPATOR PERMITTED
IN WEDGEFIELD PHASE 1
STA. 9+85t
28.00' LEFT
1-12" TEE
1-12'x6" REDUCER
1-6" GATE VALVE -
NEW 12" TEE
IS TO BE CUT -IN ----,
OPEN, CUT AND
PATCH CAROLINA DR.
FOR 6" WATERLINE TEMP. INLET
LIMITS OF CONSTRUCTION/ PROTECTION
DISTURBANCE (TYP.) STA. 11+60.89 AT ALL DRAINAGE
18.00' LEFT STRUCTURES (TYP.) -
1-6" TEE DI-A22
2-6" GATE VALVES RIM 259.00
I , LINE S-2 INV. 253.41
I; SSMH #15
I/ 278 CENTERLINE INTERSECTION
1,r 1 WEXFORD STA. 11+78.89
�! WESTON WOODS STA. 10+00
STA. 1 Q 4.18
/ 28.00L FTi
1-45• B�Np
- STA. 10+440' LEFT. 8 z �9 STA. 11 +93.67
- 18.00' LEFT /
-•1-45- BEN _ _j 1-FIRE HYDRANT'
281
ASSEMBLY
CI-A10 / / 135LF 36"RCPI
\ _T/C 259.99 C9 0.20%
�-
_ 30" INV. 254,61
' -\ y -6` INV. 254.01-
ORARF Yi ` = /eX �� LINE S-2 '
� QRD W SSMH14
I �TRUC�•ION�
? ENTRANCE
HANDICAP—
/ RAMP (TYP.)�
V 325 /
1O'x7O' SIGHT DOUBLE CI-A7 /
TRIANGLE (TYP.) T/C 259.60-� INV. 256.10
24LF 15"RCP
® 0.42% -/
RIPRAP VELOCITY
DISSIPATOR #1
3Do=9FT.
13'Lx16'Wx12"THK
USE CLASS A RIPRAP
FES-A24
INV. 253.00 -\
36LF 36"RCP
0 0.22%
DI-A23
RIM 259.00
INV. 253.08
164LF 36"RCP
0 0.20%
PVI STA. 14+45.95
CENTERLINE INTERSECTION
_ -N 467936.88
WEXFORD STA. 14+61.98
' E 1965779.60
TELLMONT STA. 10+00
R=432.71
zsa
' DELTA=31.00'00"
I i
CI-839
T=120.00
ze3
T/C 259.21 '
i 282
CI-A21 I I
LINE S-2 �i I
SSMH #13 s�
INV. 253.19
�
T/C 259.35
24�F 42"RCP
INV. 253.68 i
STA. 14+79.98 1-
- ® 0.20% �.�
18.00' LEFT 4'
24LF 36"RCP.J
-1-6" TEE "
�0 0.20%
2-6" GATE VALV S.
^
-0T 54LF RCP
/
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-®
t _
:. �, /\o• _ �`
-
/l !.fi
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`-;•ti,
- -
-
/
/
-RIPRAP VELOCITY
DISSIPATOR #2
3Do=11FT.
14'Lx18'Wx12"THK
USE CLASS A RIPRAP
FES-B40
INV. 252.82
-184LF 42"RCP
® 0.20%
za5
LINE S-1/2�
SSMH #4_-�1
58LF 42"RCP\
\\0 0.207.-
0 pro .'" • . --- `
�� LE CI-838 , -
3a - INV. 253.24 356
(0- 5' UTILITY- T/C 259.46
/EASEMENT (TYP.} 6" INV. 253.86
5' CONCRETE 42 INV. 253.36
i ;SIDEWALK (TYP.) I 43LF 36" RCP
/ 339 I 0 0.20%
CI-B36
I L T/C 259.46
CI -Al 7 36" INV. 253.95
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INV. 256.27
25LF 15"RCP 30LF 36"RCP
® 0.42% ®0.20%
zss
i CENTERLINE INTERSEECTION
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i DELLMAR STA. 10+00
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289); r- STA. 19+90.71
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a INV. 254.01 INV. 254.36 GOB
CURVE 2 1358
o PVI STA. 18+68.65 /
N 467483.92
E 1965663.23
R=320.00
L=437.80'
DELTA=78'23' 15"
T=260.93'
WEXFORD STREET - STA. 10+00 - STA. 20+00
280
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1 1
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A - 15+00 I_
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i
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BEFORE YOU DIGI
LAU DIg'Safely- SYM.
Ngmov 1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
NOTES:
1.)THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATION
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) FOR SANITARY SEWER INFORMATION SEE "SANITARY SEWER
IMPROVEMENTS" PLANS.
5'
2 5, VERTICAL
SCALE: 1" = 5'
0
HORIZONTAL
SCALE: 1" = 50'
50' 0 25' 50' 100'
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DATE:
SEPT.. 2011
DESICAED.
TFW/FDW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO
C-6
10+00 1 1+00 12+00 13+00 14+00 15+00 16+00 17+00
e
G
18+00
191+00
20+00
OF:

zss
CALL
BEFORE YOU DIG!
DigJSafely.
1-800-632.4949
NORTH CAROLINA ONE -CALL CENTER
REVISIONS
DESCRIPTION
� � I
+ I I 297
CI-B11 1 I T
T/C 261.95
INV. 258.45
LINE S-1 - - J z9a
SSMH 4LF 15"RCP _ LINE S-1 /
SSMH #9
y=--- 116LF ,24" CP/ 29s
�- I-B9
\ T/C 262.58
it
CI-615 5' UTILITY
T/C 259.89
/ EASEMENT (TYP.) � �
INV. 256.39\ ��' 5' CONCf
TEMP. INLET
PROTECTION ,i/ / ,SIDEWALK
AT AL4 DRAINAGE % .CI-B14B
STRUCTURES (TYP.)� , i i T/C 260.40 3s1
LINE 5-1' / -INV\ 2P4.59
SSMH #I 108LF 36"RCP\
0 0.20% � v
�4LF 15"RCP \
j � ® O.�
DOUBLE CI-B16 3so
T/C 259.89, ,
=15" INV. 256;34.
/ rn 36" INV. 254.�6
C� 117LF 36"RCP v
tiT 0.20% ass
FjcoSp ; \
358
CURVE 2
PVI STA. 18A-68.65
N 467483.92
E 1965663.23
R=320.00
L=437.80'
DELTA=78'23' 15"
T=260.93'
20+00
21+00
1 1
295 1,
\ 1
CI-B13
WATER T/C 261.33
SERVICE (TYP.) 294 INV. \57.83 �\
SEWER 24LF 715"RCP
SERVICE (TYP.)
22+00
114LF 36"RCP o INV. 2f9.0 / 300
® O.2D% /
� Cl
�
�i T/C 261.33 LINE $i /�
't 5" INV. 257.16 24LF 1.5" RCP \ SSMH #10 /30�
36" INV. 255.41
-178LF 36"RCP` �I s 12 ® 56.08�t ti ��� /
i® 0.20% " �� STA. 27+77.07
T/C 261.95 CI-610 / - ��� V < 118.00' LEFT
T/C 262.58 % 0' /
15" !NV. 257.39 �` . 11-FIRE HYDRANT f1ANDICAP
15" INV. 257 62: O
3s2 24" INV. 256.64 WSSE BLY
TE, \ O 36" INV. 255.64 24" INV. 256.87 i/e3Dz RAMP (TYP.)
TYP. A CURVE 3 3sa �' „�� I� CRAMP
�'� /Q�x ti 4 TYR / T/C 262.69 \ PVI STA. 24+90.10 / �i \ ' ( ) /I
23+00
N 467516.29 3s5 275LF 24'RCP
E 1965000.54 ® .20%
R=230.00 /
L=286.04'
DELTA=71'15'25"
T=164.84
/ CI-86
.T/C 262.61
3s7 24LF 18"t2CP.. '� INV�258.06 303
® 0.20/% / 46LF 18 RCP
CI -Boo / / ass �. / * 0; 2Q%
T/C 262.69 30 ° bZ / STA. 29+99.46
15" INV., 258.17 / / 18.00' LEFT
18 INV. 257.92 x / 1-6 TEE
24" INV. 257.17 / / \ / 2-6" GATE VALVES
54LF 15"RCP \CLINE S-1
® 1.24% / 1 SSMH #11
CI-B3 ! j / 304)
T/C 262.64
INV. 258.59 j w CENTERLINE INTERSECTION
N L WEXFORD STA. 29+81,46
WESTON WOODS STA. 24+14.97
0
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3
WEXFORD STREET - STA. 20+00 - STA. 29+81.46
Z4+00
25+00
26+00
KAW1119�
29+00 30+00
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATiON
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAIN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) FOR SANITARY SEWER INFORMATION SEE "SANITARY SEWER
IMPROVEMENTS" PLANS.
5'
2.5' VERTICAL
SCALE: 1" = 5
0
HORIZONTAL
SCALE: 1" = 50'
50' 0 25' 50' 100'
' cJi mEn C14
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x
DATE:
SEPT., 2011
DESIGNED.
TFW/FDW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO
C-7

REVISIONS
DESCRIPTION DATE I BY
CI -Al 0
T/C 259.99
30" INV. 254.61
36" INV. 254.01
TEMP. INLET
PROTECTION
AT ALL DRAINAGE -
STRUCTURES (TYP.)
CENTERLINE INTERSECTION,
WEXFORD STA. 11+78.89i /
WESTON WOODS STA. 10+00 /
STA. 9+82
18.00' RIGHT 0�
1-6" TEE
2-6" GATE VALVES /
LINE S-?
SSMH #15-J/
r
K 45LF 30"RCP
�. 0 0.20%
-CI-A9
r 3zs T/C 259.68
INV. 254 70r
l / -27LF 30RCP
0 0.207. - 327 / r
I' CI-AE�
T/C 259.60 32a
15" , INV. 256.00
24", INV. 255.25 I
` a_30" INV. 254.75 _ r CI ,-A6 I 3z9
-,
171 LF 24"RCP T
T/C 260.4155
�- ( 0.47% 1INV. 256.81
--}� 8" INV 256 56
HAND SAP
RAMP (TYP.)
O�16LE CI-A7
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IN `' V; 256.10-�
r Q 4" INV. 256_06
N wOQD F �`��� 122LF 4'R(
S STREET 1 7 � 0.52% /
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f 0 0.42%
241_F 15"RCI
0 9.42%
CI-A5
32s T/C 260.41
INV. 256.91 -
324
/ 323
w
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m
24LF 15"R
0 0.42�.
11
CI-A3
T/C 261.04
INV. 257 54
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l
r
CURVE 1
PVI STA. 16+24.89
N 468624.94
E 1965480.45
R=350.00 O\
L=549.78' 332 \
DELTA=90'00'00" \
T=350.00'
CONCRETE, i
SIDEWALK (TYP
330
1 '
\
5' UTILI[Y
EASEMENT TYP.)
i
CI-A4//
\
CI-A2
T/C 262.07
15"
261.04
INV. 257.44
-
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INV. 257,19
' \
18 INV�58 22` �Q?
140LF
18"RCP-
_0 0.74%-__�-
LINE
S-2 /r -- - - - -I - _STA_ 1.4+68.
SSMH
#16 1 1 18.00' RIGH'
I [/ I F 1-FIFE HYD
;ASSEMBLY
(91 I 1 �, I / 319
I II ' 320 I I ' 1 /
.y9
y�`♦�Oyi1'�•
9
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o
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LINE S-2
INE 5-2 / SSMH #18
SSMH #17 WATER
24LF 15aRCP `, SERVICE (TYP.)
0 0.42% an SEWER
\ 1`-CI-Al \ SERVICE (TYP.)
\ T/C 262.07
1N INV. 258.57
\ 378
WESTON WOODS STREET - STA. 10+00 - STA. 17+00
I
PVI STA
PVI ELEV
L 15+00
261.60
i
--
1
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LOWPVI
A.D. 1':.:5
275
275
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25
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CALL
BEFORE YOU DIGI
Dig5afely. SYM.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATION
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAIN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) FOR SANITARY SEWER INFORMATION SEE "SANITARY SEWER
IMPROVEMENTS" PLANS,
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1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
NOTES: '
1.)THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATION
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
MAIN CROSSES OVER A YVATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAIN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) FOR SANITARY SEWER INFORMATION SEE "SANITARY SEWER
IMPROVEMENTS" PLANS.
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DATE.
SEPT., 2011
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AS SHOWN
SHEET NO.
C-9
17+00 18+00 19+00 20+00 21+00 22+00 23+00
6
24+00
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10+00
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OF.

REVISIONS
;IPTION DATE BY
STA. 9+82
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LINE S-2/6
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BEFORE YOU DIGI
SYM.
Dig; Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
NOTES:
1.)THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL.
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2-) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL. SEPARATION
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAIN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) FOR SANITARY SEWER INFORMATION SEE "SANITARY SEWER
IMPROVEMENTS" PLANS.
5'
2 5' VERTICAL
SCALE: 1' = 5'
0
HORIZONTAL
SCALE: 1" = 50'
50' 0 25' 50' 100'
;o
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tC'.! z
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D ,E.
SEPT., 2011
DESIGNED:
TFW/FDW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO.
C-10
10+00
1 1+00
12+00
13+00
14+00
15+00
16+00
17+00
■ OF:

CI-B18
T/C 260.00
INV. 254.11
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18.00' LEFT
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LINE S-1''
2a6 SSMH #5
CENTERLINE INTERSECTION
WEXFORD STA. 17+70.60
DELLMAR STA. 10� 2
NE LINE S-1/
CURVE 1
PVI STA. 11+17.53
N 467678.56
E 1965570.86
R=230.00
L=79.93'
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T=40.37'
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® 0.20%
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INV. 254.01 - -
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8t ,
I
379 I 378
I I
1 I I I
CI-B• 41
T/C 260.26_ _ -i
INV. 256.76
24LF 15"RCP
O
U U
TEMP. INLET J
PROTECTION 375 W m
AT ALL DRAINAGE I a
STRUCTURES (TYP.) `I
DOUBLE CI Q301
T/C 260.80 m to
INV. 257.05-
376 � %--
STA. 11 +45.31
36.73' LEFT
1-2� GATE VALVE I
1-2 BLOWOFF ASSM. II \
99LF 1$"kP
®-0.20%_
r
CI-Q31 \ o t t
377 T/C 261.07
INV. 256.85
' / 53LF 18"RCP •� 35� $
® 0.20% -B
STA. 14+35.83
/ 18.00' LEFT -
1-FIRE HYDRANT so.
- -ASSEMBLY - -mac I
CI-B32 _
_ e3 - -- -----7-- -- _T/C 261.3 -
150LF 36"RCP 20LF 74"RCP INV. 256.74 LINE S-3/5
/ 30LF 36"RCP p 0.54% -- -- -- - C -B35 J� 0. 0% - - SSMH 22-
T/C 260.26i 2r 24LF 18"RCP I # I
®9.20% 1 ® 0.20%
o ! 124" ,INV_ 255.75
CI-B36 CI-B33
36" INV. 254.75
1
T/C 259.46 I I � I T/C 261.37 I
36 INV. 253.95 1 1r 1 18" INV. 256.69 3s2
\ 36" INV. 25.95 I 355 i 35a 24" INV. 256.19 I
356 r I I I 353
\ U O CENTERLINE INTERSECTION
SSMH #4 \� p E�\ 43LF 36"RCP BRUMMEL STA. 10+00
0 0.20% DELLMAR STA. 14+74.15 -
\ y ' CI-637
T/C 259.46
2a5 `• \�% �-¢� 36" INV. 253.86
0 42" INV. 253.36
O
KPJ,
374
kt-INE S-5
ISSMH #27
I �
&ENTER CUL-DE-SAC
STA. 1 +22.95
' 373
\5' UTILITY
\ EASEMENT (TYP.)
5' CONCRETE
j SIDEWALK (TYP.)
STA. 14+92.09 CI-B26
/ 18.00' RIGHT I T/C 262.76 '
1-6" TEE I INV. 359.26 371.1
3721-6"x2" REDUCER 24LF 15"RCP I
1-2" GATE VALVE
CI-B28 1 / 0.20%
L - T/C 261.89-I / �INE S-3 - J
p - INV. 258.39 / SSMH #23
- 24LF 15"RAP_ -
u__ 0,20%T
10 i
a i SO
SERVICE (TYP.)
WATER
j SERVICE (TYP.)
I j 37o I I
j LINE S-3
Lj SSMH #24- I
1 I
HANDICAP_
i -
RAMP (TYP.) I
(TYP.) moo•
A1001,F
I-B29 CI-Q27,- -- - - - CI-B23`
T/C 261.89 T/C 262.76 - -T/C 263.12 yp�15" )NV. 258.3415" INV. 259.21 INV. 259.62)8" INV. 258.09 18 INV. 258.96 41 LF 15"RC?4 INV. 257.59 I I O3as_ ® 1.17%
�24"RCP 1 3as C9�
C� 1.407. O 115RCP CI-624
3so ©0.3.36% T/C 264.22 a� 1
CURVE 2 INV. 260.1-0 -
PVI STA. 16+94.75 29LF 15"RCS
N 468090.20 ® 0.20%
E 1965165.06
R=500.00
L=97.35'
DELTA= 11'09'20"
T=48.83'
to
0
0
3
z
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m
w
li
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1 18,60 . LEFT
1 / 11-6" TEE
�2-6" GATE VALVES
/ 0
CENTLRLINE INTERSECTION
-LEDFORD STA. 10+00
ELLMAR STA. 18+56.91
WE'STON WOODS STA. 21+18.35
' CI-B21
1 /C 263.81
INV. 260.31
24LF 15"RCP
b # � 0 0.20%
CI-B21
T/C 263.81
1 INV. 260,26
1 stt 48LF 15"RCP
I 0 0.20%
STA. 20+90.33
18.00' RIGHT
1-6" TEE
1-6%2" REDUCER
1-2" GATE VALVE
CI-B23
T/C 264.40
INV. 260.16
ULLMAM UMlvr- - J IH. I u-ruu - .21m. 1 oT.JV.0 I
v�
HIGH POINT ELEV = 263.13
HIGH POINT - -- ----I TA
r-9 -,--�
PVI STA 18+00 o
- I PVI ELEV = 263.20 Q >
I -_ �-- i i -- ------
= 1.19 a 0
A.D. 0
K = 42.01 � N � 275
I I 1 _ wwG
275
1 ror-
L-*)i rn (o
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to + + +
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+ - v~i c~it w w m m i m PROPOSED �yi i c to cn wig 0
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260
260_ - ---- _-- -{ - ----- --- -
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I I I I
10+00 1 1+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
CALL
BEFORE YOU DIGI
ti SYM
Dig 'Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
REVISIONS
DESCRIPTION
NO I ES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATION
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE
MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER
SIDE OF CROSSING.
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
OF VERTICAL SEPARATION AND SHALL BE TESTED AND INSPECTED
TO WATERMAIN STANDARDS FOR BOTH WATER AND SEWER MAIN.
THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE ENGINEER
IN THE FIELD BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON
PRICES.
3.) ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE
SPECIFIED.
4.) FOR SANITARY SEWER INFORMATION SEE "SANITARY SEWER
IMPROVEMENTS" PLANS.
5'
2 5' VERTICAL
SCALE: 1" = 5
0
HORIZONTAL
SCALE: 1" = 50'
50' 0 25' 50' 100'
BRUMMEL COURT - STA. 10+00 - STA. 1 1 +22.95
10+00
1 1+00
12+00
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DATE:
SEPT., 2011
DESIGNED:
TFW/FDW
DRAWN:
FDW
CHECKED:
TKG
SGU.E:
AS SHOWN
SHEET NO.
C-11
OF

s
LEGEND
NOTE:
ALL SEDIMENT DEPOSITED IN THE POND DURING CONSTRUCTION MUST BE REMOVED,
O
EXISTING IRON PIPE
EROSION FEATURES MUST BE REPAIRED, AND THE VEGETATED SHELF' MUST BE
a
EXISTING CONCRETE MONUMENT
RESTORED, BEFORE OPERATION AS A STORMWATER BMP BEGINS.
-
EXISTING OVERHEAD ELECTRICAL
0---:-
EXISTING FENCE LINE
265
EXISTING CONTOUR
NOTE:
--266-
PROPOSED CONTOUR
THE CONTRACTOR SHALL ENSURE THAT THE POND
PROPOSED STORM DRAINAGE
PROPOSED EASEMENT
HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR.
m
PROPOSED CURB INLET
THIS MAY BE ACCOMPLISHED BY RE -DISTRIBUTING
_ o
-
PROPOSED JUNCTION Box
PERMANENT DRAINAGE EASEMENT
EXISTING CLAYS OR USING BORROW CLAY AS
—x x-
PROPOSED FENCE
NECESSARY AS DIRECTED BY THE GEOTECHNICAL
ENGINEER.
THE CONTRACTOR SHALL HAVE A NC LICENSED
GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF
0.01 IN/HR INFILTRATION PRIOR TO CONVERTING
THE EXCAVATED AREA FROM A SEDIMENT BASIN TO
A PERMANENT WET DETENTION BASIN. IF 0.01 IN/HR
MAXIMUM INFILTRATION CANNOT BE MAINTAINED A
PERMANENT LINER WILL NEED TO BE INSTALLED. IF
A LINER IS USED, THE SOIL MUST BE TESTED FOR
INFILTRATION RATE PRIOR TO INSTALLATION BY A NC
LICENSED GEOTECHNICAL ENGINEER.
260
255
250
245
CALL REVISIONS
BEFORE YOU OIGI
ti SYM. DESCRIPTION DATE BY Al,
Dig;; Safely. -- - •• ry .
1.800-632-4949
NORTH CAROLINA ONE -CALL CENTERUl
co Z-
fQ Z�Y
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W
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uj
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PO6L EL. 257.00'
EMERGENC
SPILLWAY
259.0
TOP OF RIS
R
P
II
EX II
ELEV. 257.0
12"W -X" II
*
- -
i
10' WIDE SHELF
10:1 SLOPE
10' WIDE 13HELF
10:1 SLOP
3II
1
j
5'
I
II
I I
it
PERMANENT POOL
= 252.50'
INV
RT OF 24" BA
13
EL
LF 24" RCP a 0.257.
ELEV.
M OF RISER
I
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---- -
-
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ELEV. 247.50'
i I
CEN
PRO,'OSED
ERLINE OF
GRADE
I I
I
240 : -_--
10+00
11+00
12+00
13+00
SECTION A
iimoill
15+uu
HORIZONTAL
SCALE: 1" = 30'
30' 0 15' 30' 60'
p����
255
250
245
240
16+00
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DATE:
SEPT., 2011
DES,GNED:
TFW
DRAWN:
FDW
CHECKED:
TKG
SCALE.
AS SHOWN
SHEET NO.
C-15

SYM.
REVISIONS
POST
CHAIN LINK
FABRIC
1 5/8" TOP RAIL
l I
—77T
4" CORNER OR 2" INTERMEDIATE I
TERMINAL POST POST (TYP.) ATTACH FENCE FABRIC al I
TO TOP RAIL WITH 13 {
GAUGE ZINC COATED TIC ) I
WIRES 2'-0" SPACING TYP.
777
1 8 5/" BRACE „�c2 ;
' r ` �� 9 GAUGE HOT DIPPED
RAIL (TYP.) �'�>� . �' cr ��' �� i , ^ GALVANIZED WIRE a
f CHAIN LINK FABRIC
"
BOTTOM TENSION WIRE 7
GAUGE COILED SPRING 4AI
<� REINFORCING, ZINC COATED
�> xZ HOG RING FASTENERS AT
FABRIC FLUSH ,, / �y 1. �•. ' WITH GRADE- 2'-0" SPACING (TYP.)
as L _} a�
i , ; � °
TRUSS ROD }
II
W/ TURNBUCKLE ( GRADE
:) FOOTING (TYP.)
10' MAX. 10' MAX. T 4X POST DIAMETER
4' FENCE DETAIL
NOT TO SCALE
4 10' -0'
TRANSITION
24" CONCRETE J
ROLLED CURB
AND GUTTER
30" VERTICAL CONCRETE
CURB AND GUTTER
STEEL HOOD CATCH BASIN --
EXPANSION JOINT
24" CONCRETE
ROLLED CURB
AND GUTTER
FOOTING DETAIL
NOT TO SCALE
10'-0'
TRANSITION
NOTE:
SEE NCDOT STD_ NO. 852.05
(WITH EXCEPTON TO 18"
CURB AND GUTTER SECTION)
24" CONCRETE
ROLLED CURB
AND GUTTER
30" VERTICAL CONCRETE
CURB AND GUTTER
NOTE:
CONTINUE 30" VERTICAL CURB
THROUGH HANDICAP RAMPS WHERE
APPLICABLE NEAR INTERSECTIONS.
24" CONCRETE
ROLLED CURB
AND GUTTER
PLAN
CURB TRANSITION AT STORM INLET
NOT TO SCALE
Rl
GOK LATCHES - 1EA
ON BQTH GATES - PER
MANUFACTURERS DESIGN
ATTACH FENCE FABRIC
TO GATE FRAME WITH 13
GAUGE ZINC COATED TIE
WIRES 2'-0" SPACING (TYP.)
6
\- FRAME 6"L ` r
PIPE FOR GATE LATCHES -
1t•;j 2EA ON BOTH GATES (1 FOR
FULLY CLOSED GATE AND 1
FOR FULLY OPEN GATE -
PER MANUFACTURERS DESIGN
HINGED LATCHING
PER MANUFACTUR
2" MAX.I
TRUSS ROD W/ :II
TURNBUCKLE i(•
9 GAUGE HOT DIPPED
GALVANIZED WIRE
CHAIN LINK FABRIC
16" DOUBLE SWING GATES DETAIL
NOT TO SCALE
III-_�• ,_ �.�R
liI(--I G�PSS
-11
i
LIGHT
BROOM
FINISH --\
4" THICK CONCRETE SIDEWALK
EXCEPT 6" THICK WHERE
DRIVEWAY IS INSTALLED
3000 PSI CONCRETE
W/FIBER
S\OF���S�OF�
T�-
4" GATE
POST (TYP.)
4
NOTE:
SEE NCDOT STD. NO. 848.05
NOTE:
CONTRACTOR SHALL MAINTAIN SIDEWALK
THICKNESS AND REINFORCEMENT IN
CONSTRUCTING HANDICAP RAMP.
HANDICAP RAMP DETAIL
NOT TO SCALE
CONSTRUCTION
JOINT
1 /2" EXPANSION JOINT SHALL
BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID
STRUCTURE AND AT 40' INTERVALS
SURFACE
..SPHAI T EXPANSION JOINT MATERIAL
1 /2" WIDE AND FILL FROM BOTTOM
OF CONCRETE TO WITHIN 1/8" TO
1/4" BELOW TOP DF CONCRETE
EXPANSION JOINT
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
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W
DATE.
SPEf., 2011
DESIGNED.
TFW/FDW
DRA*N:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO.
D-3
OF:

REVISIONS
DESCRIPTION
z
DATE BY - •s� ... Mi..°s
b� v
�o
�Ujpi.
co
TFINISH GRADE
OP OF CURB •
24" MANHOLE
ELEVATION (TYP.) RING AND COVER
BACKFILL TO TOP OF FRAME AND LLJ
CURB, GRADE SMOOTH, GRATE W/HOOD 1" GROUT (n N $ m C-4 E
SEED AND MULCH O ate) N
24" CAST IRON RING Om I I ry (v g e m
III I- i PAVEMENT AND COVER (TYP.) zog I I a d o a
ill i N
U a I I a O� w
=III 1''='Il lil III= E"$
12" MIN. N to o"
(TYP,) CHAMPFER EXPOSED EDGES W N m 11 o Z
ALL STEPS IN MANHOLES ARE fi" HIGH OPENINGS CORNER SUPPORTS (TYP.) � a — c
7 GRADE VARIES W
COPOLYMER POLYPROPYLENE ON ALL SIDES (TYP.) v v � t c rn
PLASTIC, REINFORCED WITH 1 /2" THROAT E m
2'-2" GRADE 60 REINFORCEMENT ELEVATION 4 4 (j m
MANHOLE STEPS ® 16" O.C. IF I---=---- PRECAST CONCRETE ` c Is e
N DEPTH IS MORE THAN 3'-0" i i_ __ 1 i___=„ i__i v v "AAFFLE BOX" O tR
4J g -=i-I �- I i, 6" THICK PRECAST CONCRETE v> ° D ILL. c a
La
Q a 8" SOLID CONCRETE BRICK ; _=; �= TOP WITH STEEL REINFORCING U m w
> w OR PRECAST CONCRETE BOX I- _� I;, 6 x6 . W2.1 xW2.1 WWF
STORM co
STORM DRAIN LINE II -III. _ ALL STEPS IN MANHOLES ARE p p z v
DRAIN LINE III= WIDTH VARIES COPOLYMER POLYPROPYLENE
z PLASTIC, REINFORCED WITH 1/2"
V Z GRADE 60 REINFORCEMENTLtj
af °- STORM MANHOLE STEPS ® 16" O.C. IF () -Q
w DRAIN LIN6/mm/
DEPTH IS MORE THAN 3'-0" v v � cc}j
Lu
4" OR 8" SOLID CONCRETE BRICK 4 4 co
OR PRECAST CONCRETE BOX
v v E
D , D , Z 7
4 REBAR
" v
# ° 4
3000PSI CONCRETE - - 12 O.C.E.W. * ® (y
FOUNDATION _ D /
\- #4 REBAR (a)��_ STORM DRAIN LINE
12" O.C. E.W. COMPACTED I III=I I I -I I (I I -� I I ((i -1 I III —III= 3000PSI CONRETE
SUBGRADE { { FOUNDATION 6" WATERSTOP
- (i=I i-III-III _III -I I L .III=III { I� CONTINOUS ( -
NOTE: NCDOT STD. #840.01 #840.02 MASONRY COMPACTED
OR CONCRETE INLET BOXES. SUBGRADE
ALL WORK AND NATERIALS SHALL
CURB INLET DETAIL PRECAST CONCRETE COMPLY WITH NCDOT SECTION 840
YARD I N LET DETAIL CATCH BASIN
NOT TO SCALE W
NOT TO SCALE z
� a
JUNCTION BOX DETAIL < Z
NOT TO SCALE a J
i
Q
Z � W
C
0
F_'^
DUNp NO � Fl.01�'>
>bb vJ
*cRw sjn :v A omw s*n
FISH HOOD LOGO
C" ')A"
SECTION
PLAN
NOTE:
NCDOT STD #840.03 WITH TYPE "E,
F AND G" GRATES AS APPROPRIATE
30"x36" FRAME AND
GRATE WITH HOOD DETAIL
NOT TO SCALE
1" PICK HOLES
(2 MIN.)
COVER
RING
RING SUPPORTS (TYP.)
0R�
O FLANGE
s W
\�0
I- - - 23 -1/2" — -- --
24" CAST IRON
RING AND COVER DETAIL
NOT TO SCALE
af
w
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w w I SPRINGLINE
az
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N
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 12"
PIPE
FINAL
BACKFILL
INITIAL z
BACKFILL LJ
0
w
m
w
HAUNCHING w
a
a
BEDDING
NOTE:
BEDDING SHALL BE SMOOTH TRENCH BOTTOM OR COMPACTED
LOOSE FILL MATERIAL AS REQUIRED TO PROVIDE A FIRM,
STABLE AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE.
STORM TRENCH DETAIL
NOT TO SCALE
0
i
a
Z
0 O
i Q
i U
W
U) O
0 a z
J = z
W p. o
U
LL w
W Y
O
2
0
W
DATE.
SEPT., 2011
DES.CNED.
TFW/FDW
DRAWN:
FDW
CHECKED:
TKG
SCALE:
AS SHOWN
SHEET NO.
D-4

INSPECTION AND MAINTENANCE PROVISIONS
BMP ELEMENT
POTENTIAL PROBLEM
HOW TO REME:DIATE THE PROBLEM
THE ENTIRE BMP
TRASH/DEBRIS IS PRESENT.
REMOVE THE TRASH/DEBRIS.
THE PERIMETER OF
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
THE WET DETENTION
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
BASIN
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE-
TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR
MAINTAIN VEGETATION AT A HEIGHT OF
TOO LONG.
APPROXIMATELY SIX INCHES.
THE INLET DEVICE:
THE PIPE IS CLOGGED.
UNCLOG THE PIPE. DISPOSE OF THE
PIPE OR SWALE
SEDIMENT OFF -SITE.
THE PIPE IS CRACKED OR
REPLACE THE PIPE.
OTHERWISE DAMAGED.
EROSION IS OCCURRING IN THE
REGRADE THE SWALE IF NECESSARY TO
SWALE.
SMOOTH IT OVER AND PROVIDE EROSION
CONTROL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIPRAP TO AVOID
FUTURE PROBLEMS WITH EROSION.
THE FOREBAY
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
A DEPTH GREATER THAN THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN DEPTH FOR
POSSIBLE. REMOVE THE SEDIMENT AND
SEDIMENT STORAGE.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL EROSION PROTECTION
SUCH AS REINFORCED TURF MATTING OR
RIPRAP IF NEEDED TO PREVENT FUTURE
EROSION PROBLEMS.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE VEGETATED
BEST PROFESSIONAL PRACTICES
PRUNE ACCORDING TO BEST PROFESSIONAL
SHELF
SHOW THAT PRUNING IS NEEDED
PRACTICES.
TO MAINTAIN OPTIMAL PLANT
HEALTH.
PLANTS ARE DEAD, DISEADED OR
DETERMINE THE SOURCE OF THE
DYING.
PROBLEM: SOILS, HYDROLOGY, DISEASE,
ETC. REMEDY THE PROBLEM AND REPLACE
PLANTS. PROVIDE A ONE-TIME FERTILIZER
APPLICATION TO ESTABLISH THE GROUND
COVER IF A SOIL TEST INDICATES IT IS
NECESSARY.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE MAIN TREATMENT
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
AREA
A DEPTH GREATER THAT THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN SEDIMENT
POSSIBLE. REMOVE THE SEDIMENT AND
STORAGE DEPTH.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
ALGAL GROWTH COVERS OVER
CONSUL( A PROFESSIONAL TO REMOVE
50% OF THE AREA.
AND CONTROL THE ALGAL GROWTH.
CATTAILS, PHRAGMITES OR OTHER
INVASIVE PLANTS COVER 50% OF
REMOVE THE PLANTS BY WIPING THEM
WITH PESTICIDE (DO NOT SPRAY).
THE BASIN SURFACE.
THE EMBANKMENT
SHRUBS HAVE STARTED TO GROW
REMOVE SHRUBS IMMEDIATELY.
ON THE EMBANKMENT.
EVIDENCE OF MUSKRAT OR
USE TRAPS TO REMOVE MUSKRATS AND
BEAVER ACTIVITY IS PRESENT.
CONSULT A PROFESSIONAL TO REMOVE
BEAVERS.
A TREE HAS STARTED TO GROW
CONSULT A DAM SFETY SPECIALIST TO
ON THE EMBANKMENT.
REMOVE THE TREE.
AN ANNUAL INSPECTION BY AN
MAKE ALL NEEDED REPAIRS.
APPROPRIATE PROFESSIONAL
SHOWS THAT THE EMBANKMENT
NEEDS REPAIR.
THE OUTLET DEVICE
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE. DISPOSE
OF THE SEDIMENT OFF -SITE.
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET DEVICE.
THE RECEIVING WATER
EROSION OR OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE
QUALITY WASHINGTON REGIONAL OFFICE, OR
OUTLET.
THE 401 OVE=RSIGHT UNIT, 919-733-1786.
OUTLET
RISER
8" PVC PIPE
STUBBED INTO
OUTLET RISER
8" PVC PLUG
SCREW TYPE
0 TEMPORARY POOL EL, 257.00'
TEMPORARY
8" PVC POOL
TEE
PERMANENT POOL EL. 252.50'
PERMANENT
POOL
8" PVC CAP WITH
2.5" DRAW DOWN
HOLE DRILLED INTO
THE BOTTOM
DRAW DOWN ORIFICE DETAIL
NOT TO SCALE
STRUCTURAL .. .
WITH 6" SQUARE OPENINGS
W
TRASH RACK D ETAI L
NOT TO SCALE
NOTE:
STORMWATER PONDS ARE TO BE CONSTRUCTED FOR USE
AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION.
ONCE CONSTRUCTION IS COMPLETED THE TEMPORARY
SEDIMENT BASIN IS TO BE CLEANED UP AND SHAPED
PRIOR TO BE USED AS A STORMWATER POND.
PERMANENT POOL AREA (PFB)
TEMPORARY POOL AREA (TFB)
FOREBAY
TEMP. POOL STORAGE (TPS)
PERMANENT POOL (PP)
7 TOP OF FOREBAY (TOF)
P�
FOREBAY
w
w
3
0
REVISIONS
I SYM. - DESCRIPTION DATE I BY
MAINTENANCE:
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY
IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED
SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE
SEDIMENT LOAD TO THE WET DETENTION BASIN.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED
TO THE MAXIMUM EXTENT PRACTICAL.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES.
RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT ARE
FOUND SHALL BE REPAIRED IMMEDIATELY.
F------------------- - ---- - - ---- - --- -- -
I I
I
I I
I I I
I i I
I I I
I I I
BOTTOM OF SHELF
I I I
PERMANENT POOL AREA (PPA)
I
I TOP OF SHELF
I I
TEMPORARY POOL AREA (TPA)
I I
I
MAIN POND
TEMP. POOL STORAGE (TPS)
TOP OF SHELF (TOS)
PERMANENT POOL (PP)
/-BOTTOIM OF SHELF (BOS)
J
SEDIMENT STORAGE (SS)
BOTTOM OF FOREBAY (BOF) BOTTOM OF POND (BOP)
TEMPORAF
TRASH RACK
DRAW
DOWN ORIFICE
TOP RISER EL. 257
POOL- - - - - ----- -
EL. 252.50'
10' TOP
F DAM MI
Of
w
3
0
N
EMERGENCY
SPILLWAY
3'x3' PRECAST CONCRETE RISER
4'x4' OUTSIDE DIMENSION
10' TOP
OF DAM MINI /TOP OF DAM (TOD)
TOP OF SPILLWAY 258.00'
EL. 250.17'
24" RCP ®0.257. SLOPE
OUTLET BARREL
POOL A3 �— ANTI -FLOTATION
TO BE FILLED
WITH CONCRETE
SEDIMENT STORAGE
MAIN POND
STORMWATER MANAGEMENT PONDS SCHEDULE
FOREBAY DIMENSIONS
I
POND DIMENSIONS
(TOF) ELEV.
(BOF) ELEV.
(SS) ELEV.
(PFB) AREA
WEIR LENGTH
(BOP) ELEV.
I (SS) ELEV.
I (PP) ELEV.
I (TPS) ELEV.
I (BOS) ELEV.
I (TOS) ELEV.
(TOD) ELEV.
(PPA) AREA
(TPA) AREA
253.00'
247.50'
248.50'
8,922 SF
10'
247.50'
1 248.60' j
252.50'
1 257.00'
1 252.00'
1 253.00'
259.00'
35,809 SFJ
63,776 SF
TYPICAL STORMWATER MANAGEMENT POND DETAIL
NOT TO SCALE
LL
OR
I
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0
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DAZE.
SEPT.. 2011
DESIGNED:
FDW
DRAWN.
FDW
CHECKED.
TKG
SCALE:
AS SHOWN
SHEET NO.
OF:

REVISIONS
{ SYM. { DESCRIPTION I DATE { BY 1
REQUIRED
SHELF PLANTING
— 5' — 5'
SHALLOW LAND SHALLOW WATER
10'-0"
SHELF AREA
POND PERIMETER PLANTING
T,
CONTROL ELEV.
SHELF AREA)
NOT TO SCALE
LANDSCAPING NOTES:
1. THIS PLAN FOR PLANTING LOCATIONS ONLY
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
PLANT MAINTENANCE, INCLUDING SHRUBS AND HERBACEOUS
PLANTS, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS
FREE CONDITION, THROUGHOUT THE TWO—YEAR GUARANTEE
PERIOD.
3. PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET
OR OUTLET DEVICE.
4. CENTIPEDE GRASS TO BE PLANTED AT TOP OF BERMS AND
EXTERIOR SLOPES OF CONTAINMENT BERMS, AND 3:1 SIDE
SLOPES.
5. SIZES SPECIFIED IN THE PLANT SCHEDULE ARE MINIMUM
SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE
TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN
REJECTION OF THAT PLANT.
6. ALL. PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,
VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS,
AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
7. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY,
VIGOROUS, WELL —ROOTED PLANTS AND ESTABLISHED IN THE
CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL
HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY
GROWING CONDITION.
8. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT
LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL
REQUIREMENT FOR THE VARIETY PER THE AMERICAN STANDARD
FOR NURSERY STOCK, LATEST EDITION, PUBLISHED BY THE
AMERICAN ASSOCIATION OF NURSERYMEN (AAN).
9. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE
IMPROVEMENTS, INCLUDING SEEDING FOR TWO FULL YEARS AS
REQUIRED BY NCDENR. CONTRACTOR MUST CONTACT OWNER
AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE
ACCEPTANCE INSPECTION(S). CONTRACTOR MUST REPLACE ALL
DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING
RECOMMENDED PLANTING SEASON.
LANDSCAPE
LEGEND:
SHALLOW LAND
CHE LONE GL4BRA (CHGL)
LOBELIA CARDINALIS (LOCS)
Fti 4
LOBELIA SIPHILITICA (LOSA)
KOSTELETZKYA VIRGINICA KOVI
SHALLOW WATER
IRIS VIRGINICA (IRVA)
'
SAGITTARIA LATIFOLIA (SGLA)
SAURURUS CERNUUS (SACR)
SCHOENOPLECTUS
TABERNAEMONTANI (SCVS)
PLANT AND LANDSCAPE REQUIREMENTS:
SECTION 10.3.7
MINIMUM OF 50 PLANTS/200 SF OF SHELF AREA
TOTAL SHELF AREA: 7,757 SF
7,757 SF/200 SF = 38.79 X 50 PLANTS
TOTAL; 1,939 PLANTS
\ J
O
\ t)
\ LLJ
\ 0
0
a.
D
LLJ
LLJ
PLANT SCHEDULE
SHALLOW LAND
KEY
I OTY
JBOTANICALNAME
ICOMMON NAME
ISIZE
ISPACING
HERBACEOUS PLANTS
CHGL
237
Chelone glabra
White Turtlehead
bare root
18" o.c.
KOVI
220
Kosteletzkya virgimca
Seashore Mallow
quart
18" o.c.
LOCS
272
Lobelia cardinalis
Cardinal Flower
bare root
18" o.c.
LOSA
253
Lobelia siphilitica
Great Blue Lobelia
bare root
18" o.c.
SHALLOW WATER ----------- -----
HERBACEOUS PLANTS
IRVA
319
Iris virginica
Blue Flag Iris
bare root
18" O.C.
SACR
220
ISaururus cernuus
Lizard's Tail
bare root
18" o.c.
SCVS
215
Schoenoplectus tabernaemontani
Soft Stem Bulrush
bare root
18" o.c.
SGLA
203
Sagittaria latifolia
Duck Potato
bare root
18" o.c.
TOTAL 1939
CALL
BEFORE YOU DIGI
Dig�Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
SCALE: 1" = 20'
20' 0 10' 20' 40'
O
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F_
_J
Q
cy�tdo
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LATE.
SEPT., 2011
DESIGNED:
JWS
DRAWN:
JWS
CHECKED:
REK
SCALE:
1 "=20'
SHEET NO.
L-1

I

Existing Tune of Concentration TR-55
Sheet Flow _ 27.99 min.
Shallow Conc. Flow - 4.40 min.
Total - 32.39 min.
Proposed Time of Concentration
3J t C 1Lz J 9 - V- .y'., Ayv .- 1
iF01161v GO,a. �k� k, �"1. L Is 6�l �..ry Ulfl x6a..`si
i
i
i
SYM. DESCRIPTIONDATE
- 61'
.`'. "'•
P.... ,..
dew°;
\� J ' d '• •� fie:
• � o
n
/ \ U)
/ \ LLI
♦♦ / \ IN
to `� E I,8
// \\ O N '0)
Sheet Flow -180' i 1 ♦® / \ U L ci W
Slope - .011 % 1 ®♦ N '� LL o
6 1 ♦ Li Cn m z�L
®� - ♦♦® �\ W Q 04
c $ a
1 EM
U m
1 Off -Site Drainage area � \ D' �- (D
0 1 2.85 Ac'♦ -- O :3 a
® 124,001 SF®♦ \ U m
co
\
®
- �♦ \ \; U
=: -
_ Shallow Concentrated Flow - 725' � � E
/ f \
lope- - .02 ♦boom"z
S 9°/D � \ O
1
0
\ - A , / / y.�_� `�v� ♦� vim_ __ O
/
\\CL
Q
Of W
< 0
Total Drainage Area/
Off -Site Drainage Area _� i �; 40.25 Ac % j�� i xA' / W
2.30 Ac ; �< /,1,753,223 SF
100 001 SF � �� � � �`� � ��) �
1
♦ \— 1 �' `� On -Site Drainage Area
,t 35.11 Ac
- - - - ----
1
0
2
x
1 529 221 SF
ly _- -
UJ
o
z
I�
♦ I LL' Y
i AL W
T 'n
III 44-
DATE. SEPT., 2011
- I D sICNED: FDW/TFW
_ ... DRANN: FDW
CHECKED: TKG
SCALE: 1 "=100'
SHEET NO.
SCALE: 1" = 100' ����
100' 0 50, 100' 200'
I OF: —-