SW6100704_APPROVED PLANS_20100824

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

0
REVISED JULY, 2010
IN N
DRAWING INDEX
COVER SHEET
C-1
MASTER SITE PLAN
C-2
EXISTING SITE CONDITIONS/
DEMOLITION PLAN
C-3
SITE PLAN
C-4
GRADING AND DRAINAGE PLAN
C-5
EROSION CONTROL PLAN
C-6
UTILITY PLAN
C-7
SANITARY SEWER PLAN AND PROFILE
C-8
PHASING PLAN
C-9
SITE DETAILS
C-10
STORM DRAINAGE DETAILS
C-11
EROSION CONTROL DETAILS
C-12
EROSION CONTROL DETAILS
C-13
UTILITY DETAILS
C-14
BIORETENTION DETAILS
L-1
LANDSCAPE PLAN
L-2
LANDSCAPE DETAILS
L-3
LANDSCAPE SCHEDULE/NOTES
PRELIMINARY
NOT FOR CONSTRUCTION
C
COUNTY ,JPPV `< - / - V Y._
0
1ICINITY MAP
ZE
Ip�N p Rom ryN
SITE J�
wCuirff MAP SCALE : 1'=2000'
OWNER/DEVELOPER: PINE NEEDLES COUNTRY CLUB
ADDRESS: P.O. BOX 88
SOUTHERN PINES, NC 28387
CONTACT: KELLY MILLER
[phone]
pproved Storm Water Permit Documents
Co ct�on in aa:o-dance with these dooumen
;,,titer permit. North olina
ruien recuro ,th c ater .. cm designer
with
v.:th the
b______
HobbUhu&hee - -- �� d rch & AssociatesF,,
Consulting Engineers, Surveyors & Land Planners
Southern Pines, North Carolina 28387
300 S.W. Broad Street,
Southern
Pines,
North
Carolina 2838
Phone:
[phone]
—
Fax:
(910)
692-7342
proved StorrnWater Permit Documt
istruction in accordance with these documen,
sired by the stormwater permit. North Caro'dn
s req.:ire that the stormwater system design;
feet during constrcetion; certify conformity w ' t
plans and o Icr. s:. ;r=rtiiy cc: uiance with
rn,va!er 2H, 1d0
�Qp%0Y Date $�2y O
Divislon of Water Qr
Y
Y
Y
Y
Y

MIZI_MN&W
REVISIONS
DATE BY IMPERVIOUS AREA
Y,2010 TFW TOTAL ACREAGE
EXISTING IMPERVIOUS TO REMAIN
PROPOSED/FUTURE IMPERVIOUS
TOTAL IMPERVIOUS
BUILDINGS
10.62
ACRES
EXISTING GENERAL PURPOSE BUILDING
18,392
SF
FUTURE CGA HEADQUARTERS
0.50
ACRES
GROUND FLOOR
6,327
SF
1.80
ACRES
2ND FLOOR
5,510
SF
2.30
ACRES
FUTURE MUSEUM
1,106
SF
TOTAL PERCENTAGE IMPERVIOUS 21.66% TOTAL BUILDING SF 31,335 SF
PARKING
USE : OFFICE (3.12)
EXISTING BUILDING SQUARE FOOTAGE IS 18,392 S.F.
FUTURE HEADQUARTERS SQUARE FOOTAGE IS 11,837 S.F.
1 PARKING SPACE PER 400 S.F.
76 PARKING SPACES REQUIRED
USE : MUSEUM (5.3)
} FUTURE MUSEUM SQUARE FOOTAGE IS 1,106 S.F.
I 1 PARKING SPACE PER 300 S.F.
4 PARKING SPACES REQUIRED
80 TOTAL PARKING SPACES REQUIRED
\ 141 TOTAL PARKING SPACES PROVIDED
INCLUDING 6 HANDICAP PARKING SPACES
AREA INFORMATION
PINE NEEDLES COUNTRY CLUB
,ZONING: FRR
IvIB 3, PG 60
MB 2, PG 31
Iv1B 1, PG 45
TOTAL DEEDED AREA: 10.62 ACRES
RECIEVING WATER COURSE: McDEEDS CREEK
MCDEEDS CLASSIFICATION: WS—III, HQW
r°
SITE
Nry
r, rn--- L
ICR i m" SCALE : 1"-2000'
BEFO EALL YOU DIGI
Dig;Safely.
1.800-632-4949
NORTHCAROLINA ONE -CALL CENTER
In
/ I PROPOSED
BIORETENTION'
i BASIN N0. 1
a
Rie
FUTURE _ ar PO pua�Ri Ro d
0 0 1 I CGA HEADQUARTERS _ _ MoP BOokbt of wa
10 ®� b I 4 GROUND FL. 7,433 S.F I 1 / 13 P9 3p
P PORP POR OSED ASPHALT 10 2nd FL 5,510 S.F.
1 PARKING AR'EA-�_ / / I C ! /
10 4 / / EXISTING CONCRETE
10
10 / ROPOSED ASPHALT- --�
o PROPOSED ASPHALT PARKING AREA
o a 13 PARKING ARFA1�_ 12
PROPOSED
BIORETENTION
� •BASIN N0. 2-
® PROPOSED ASPHALT
® PARKING AREA
�1d j
120
• Public hR�ad
of Way
i 1 I SLAB - TO REMAIN
/ PROPOSED
PORTE COCHERE
EXISTING CONCRETE
DRIVE - TO REMAIN
EXIS/ ING
3INGLETSTORY !I 1
/ FRAME CONSTRUCTION ! �1
! GENERAL PURPOSE BUILDING
/ TO REMAIN /
I APPROX. 18,392 S.F.
! /
EXISTING DUMPSTER
! ( AND FENCE - TO REMAIN
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DATE: APRIL, 2010
DESIGNED: REK
DRAWN: TFW
CHECKED. TKG
SCALE: 1'=40'
SHEET NO.
SCALE: 1' = 40' w
40' 0 20' 40' 80'
OF:

REVISIONS
SYM. I DESCRIPTION
DATE I BY
TBM a
EXISTING CONCRETE a
MONUMENT
ELEV. 454.24'
CAI
EXISTING SEWER MANHOLE a/
TO BE REMOVED
EXISTING WATER LINE
ALONG RIDGE ROAD TO
REMAIN. DO NOT DISTURB
EXISTING 6" SEWER SERVICE
ALONG RIDGE ROAD TO BE
REMOVED
N/F
PINE NEEDLES CO.
USE : GOLF COURSE
N/F 41Mi
\\ EDWARD J. & MARTHA C. LANCASTER A d_. ./ - EXISTING GAS LINE EXISTING WATER METER
USE :RESIDENTIAL ALONG RIDGE ROAD TO SITE R0
\ (s ! AND VALVE REMAIN
\ ` REMAIN. DO NOT DISTURB
s"P EXISTING 6" SEWER
o3sa "P SERVICE TO BE REMOVED
\ cti'222 4a R'Zg�'03 1 „P
EXISTING GAS LINE SERVICE
.'a" nio"P •C f v Y PANE CI STER °' `'"�•-TO BE REMOVED (BY OTHERS)
•. 11
\ / rr"P- 2' 1 s"P \ EXISTING 3 SEWER
d� - _._ ___ , 7• plpa \ \ \ P \14•� "e / �2"P ` s 6"P� C \ O P
N/F \ ✓/ \\ 18'P 74 P XP 4 s P 9Bo'P �0a 6 P v-= �- \ SERVICE TO BE REMOVED
JAMES R. & SALLY R. THOMAS' d 0a f �09 s 13 r " l o p " \ viclrn'ri LAP
_.
USE :RESIDENTIAL / �Wrt° . _ \ / \ s p v�
14"P 10 P `. _18 P l,� ;, � 1 lk
10"P "P 8..R8,p 1�C 8 P '\
tE"P. �12"P 8�'p. 8"p \ \ 70"P "POD"p \ \ 6"P P! •' .03'
/ / Q :1'S �, Q •\ 12"P 12•010"P \ 8"P 12 1'DW 18.P t°I �� v CI!! _ _ •�
\ , 'e 4"f0 6 F 1� m 6"p
Bent \ \ \ON
' 0"P , o"P. ^ mar--
�" 1 12" tfTP 10"P 8•p 0 P P (" "�►, •,p //
1, PPe '� ,2'P f ..p 6 P P 20`F \� �4"p O•D 16'P 4"p `^. 0 P »p.6p. �•W PO
/ \ \\, \ 8"P 70"P j�2" P 14"P \ P ubl7c �fl B -
/ v d/ N`� \ , - ,i'0"p 8"P 0"P 10 `K 70"p ie, (3) " 6 W 16"P /%_N�/ tl CI Ri N CM
12'P 12"P 70" 6" "P 8"P 10"p i^. 14"P C 1 �.p ._ •1 / 3iI_g0(y 'R9e \ M° B°okbY�°t 3°0 E; Orid 5
_oe' / \ J �12i /' 0.p .p 8»p. $ \ 4"D I '� 8 P_ \ $ Y 5�4g6.6°p�tls
' -'476 _ 10"P 8..p I 8^ ^ / 18"P \
SCALE : 1"=2000'
8"P 8 P / 3 M / 1 &'P "M 10"P 10 P P 6 DW'OF 1,-f> D Q/ • \ \ rs I.C(iF 0 8g S.
2"P.. qt
p, 65M 7S \•1 '� \ n m
/ BUSHES (NP.) _ 1" pipe
- -
-- -- -- -IPS-- _ --_--� �- / a'°�e/ i,lot /
1
I 3"P .M �"DW \� O /Q 6"JM A \
\ EXISTING WATER/ 7 i \; \1 �M 2t, or/`( \ Nog
SPIGOT TO BE REMOVED 73. $::p .22'P f I / I i. A I 3q'4"J \ 5p• ° -
o . 18'P \ d �` / 1\ 18"P' a EXISTING 2" SEWER
/ / r'� \\ // SERVICES TO BE REMOVED % 1 ' �a?sue \
- v / w � _ -- -- - ta•'P � 'fit P° °tt dot � i 1 1 / � \
" - / \ ` EXISTING IRRIGATION VALVES ( F. 910 "a con °ry - - - - _\\'s tee. Q _
v IPS .____470 19"P _' 19"'P O!� \11+ 14"P \ 1x \ .M•.�St fpn IA& ,DU / -_ - R_ 'L`T
z'P TO BE REMOVED o1 of pu ct L A
v ,a 49 .ate 2"M 4 h i
--�.ip \�. •� \ t$3g?Sg f 8; ense�'o� s\
-� .. ,I �1k°K �� Sufi M 19 P I %
1�y _ �• EXISTING GREASE TRAP
20"P PIPe 12p ... 20"P 14'P \ 4"M
\ \ \PUMP TO BE REMOVED
12'Dw 4..p 20"P ( / - EXISTING GREASE TRAP ( / ..p - e -
EXISTING DOMESTIC SEWER TO REMAIN 20p
v' t p; t9,.p _ Tract Info. P
PUMP TO BE REMOVED
nr _ - _ _ _ - „78 P PINs: 858270265350 & \ `.3 M p CO
I Pine Needles Country Club Inc. 3 N ,• 120.1g• !- _ r
Mrti i `-.a -' MB 1 pg 45, MB 2 pg 31. \. \ ,a
i
MB 3
60
t 0 62pcaes is p/ 6(..M �12'�P I TP�/ z
/ / / "_ -- _
/ . 6..P •. ,Ip / / / /
1
i
v-��-_' 8"p / / /8 M / /� • / / d/ �2 ��®T�O�� / '' /r / /" / / i - / / / / . 18•P
s /
BUSHE NP.) / /40 '- �- -� / / / �18 P i _.._ _- - ..__ e
76�?21 7- p e ./-k90 21%f•"�/ / 2/ / �. 0^P
d - -_460' { _� f m` / �' /. 24•I r / / TP / / / J ' - f _*- _ - _ _ .. 18"P
i"n_ F},� ' /�9"P // / ij8"P i'' 20 P�- ties _
/ 1 /
F.
NOTE: _ '�++'� /'' ` 1-'0 Pub Ro ,• =/ / ; / { ,' % ,8"P
i Rt bt J �-� 0 =
DEMOLISH AND REMOVE ALL ASPHALT ` .,,_ ; °' WOY J r ' �- v �° ' ' 6 P /' 6"P m ��
GRAVEL, SUB BASE, CURB, TREES, ' - �M� / J ��� ��� ?; 2 78 y - - /
If
BUSHES, UTILITIES AND LIGHT POLES
WITHIN THE AREA SHOWN EXCEPT
ITEMS LABELED TO REMAIN '' - // J Ede of pa�-/ps
"�
CONTRACTOR SHALL COORDINATE - _i / -
DEMOLITION WITH APPROPRIATE N/F �""'= _ e°9e Of P
MID PINES DEVELOPMENT GROUP A �` etl ° `" e t "�-
PLAN FOR THE EXACT LIMIT OF USE GOLF COURSE e of
t
DEMOLITION AND TO SAVE AS
P
MANY TREES AS POSSIBLE. _ ''=� _ ,�°9a °gyp°vem�,t
P
(
LEGEND
• EIP EXISTING IRON PIN
C IPS IRON PIN SET (#5 REBAR)
■ CM CONCRETE MONUMENT t
NOTES:
1. DEED REFERENCE(S) - MB 3 PG 60; MB 2 PG 31; MB 1 PG 45
2. TAX PARCEL ID - 858210266405, 858210265350
3. CURRENT OWNER - PINE NEEDLES COUNTRY CLUB INC.
4. ALL BEARINGS ARE NC GRID BEARINGS.
5. ALL DISTANCES ARE SHOWN HORIZONTAL.
6. GRID DISTANCE = HORIZONTAL DISTANCE X COMBINED GRID FACTOR
(0.999856205)
7. AREAS: ±10.618 ACRES
8. AREAS HAVE BEEN DETERMINED BY COORDINATE COMPUTATION.
9. IRON PINS (#5 REBAR) OR OTHER MONUMENTATION (AS SHOWN) FOUND OR
SET AT ALL PROPERTY CORNERS.
10. ZONING - FRR
11. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA AS
DETERMINED BY THE STATE OF NORTH CAROLINA AND THE FEDERAL EMERGENCY
MANAGEMENT AGENCY. REFERENCE COMMUNITY PANEL NUMBER: 3710858200J
DATED: OCTOBER 17, 2006.
12. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP ARE
APPROXIMATE, BASED ON INFORMATION PROVIDED BY OTHERS OR BY FIELD
LOCATION. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION.
14. THE NORTH CAROLINA GRID COORDINATES SHOWN ON THIS MAP WERE DERIVED
BY REAL TIME KINEMATIC GPS OBSERVATIONS USING TRIMBLE R8 RECEIVERS AND
THE NORTH CAROLINA VIRTUAL REFERENCE SYSTEM.
15. CONTOUR DATA SHOWN ON THIS MAP IS DERIVED FROM PUBLICALLY AVAILABLE
DATA AND IS TO BE USED FOR GENERAL PLANNING PURPOSES ONLY.
16. TAX MAPPING INDICATES A RECOMBINATION OF ORIGINALLY PLATTED PARCELS;
NO INSTRUMENT OF RECOMBINATION FOUND; ORIGINAL PLATTED LOTS SHOWN AS
DOTTED LINES WITH NO BEARINGS OR DISTANCES.
6
" 1'• I
CALCULA I LD PUIN I
�7
UTILITY POLE
LIGHT POLE
-ou-
OVERHEAD UTILITY
-X-
FENCE LINE
-G-
GAS LINE
-FO-
FIBER OPTIC LINE
-W-
WATER LINE
-SS-
SANITARY SEWER LINE
SIGN
OS
SANITARY MANHOLE
Cl
CURB INLET
CO
CLEANOUT
FH
FIRE HYDRANT
WM
WATER METER
WV
WATER VALVE
BOC
BACK OF CURB
EOP
EDGE OF PAVEMENT
R/W
RIGHT-OF-WAY
N/F
NOW OR FORMERLY
CGF
COMBINED GRID FACTOR
TP
TELEPHONE PEDESTAL
PINE TREE 20".DBH
20"P
6"M�
MAPLE TREE 6" DBH
6"JM�V
JAPANESE MAPLE TREE 6" DBH
6"DW C7
DOGWOOD TREE 6" DBH
6"TO 0
TURKEY OAK 6" DBH
LINE TABLE
LINE
LENGTH
BEARING
L1
30.01
N78'03'21"W
L2
21.9,52
N11'56'41"E
L3
51.50
S78'03'19"E
L4
34.79
S11'56'41"W
L5
19.50
1 N78'03'21 "W
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
Cl
56.29
205.86
56.11
S11'07'16"W
C2
63.75
44.00
58.32
S60'26'18"W
C3
76.11
32.00
59.40
N09'55'02"W
CALL
BEFORE YOU DIGI
DigSafely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
NOTES:
1. BOUNDARY INFORMATION TAKEN FROM SURVEY BY LAND DESIGN SURVEYING,
JUNE 29, 2009, SETH F. MARTIN, PLS L-4719.
SCALE: 1" = 60'
60' 0 30' 60' 120'
C
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DATE APRIL, 2010
DES76NED: REK
DRAWN: TFW
CHECKED: TKG
SCALE. 1 "-60'
:'1:fYa�!�i7
C-2
h
t ,r
OF:

REVISIONS
1 1 1 REVISED LAYOUT WULY, 20101 TFW
S80'03'28"W 1»
22$'4B R 297.03'
L=15.88
Tan=7.96
A=09,06,00"
R=100.00
L=4.88
Tan=2.44
A=0747'47"
R=100.00
LEGEND
• EIP EXISTING IRON PIN
0 IPS IRON PIN SET (#5 REBAR)
■ CM CONCRETE MONUMENT
• PT CALCULATED POINT
LY UTILITY POLE
# LIGHT POLE
—OU— OVERHEAD UTILITY
—x— FENCE LINE
—G— GAS LINE
—FO— FIBER OPTIC LINE
—W— WATER LINE
—SS— SANITARY SEWER LINE
v SIGN
Os SANITARY MANHOLE
CI CURB INLET
CO CLEANOUT
FH FIRE HYDRANT
WM WATER METER
WV WATER VALVE
BOC BACK OF CURB
EOP EDGE OF PAVEMENT
R/W RIGHT-OF-WAY
N/F NOW OR FORMERLY
CGF COMBINED GRID FACTOR
TP TELEPHONE PEDESTAL
PROPOSED CONCRETE SIDEWALK
PROPOSED HEAVY DUTY
ASPHALT
TRANSITION FROM 24" CURB
AND GUTTER TO 18" CURB AND
GUTTER THROUGHOUT RADIUS
L=15.72
Tan=7.86
R=297.03 j� • � �
CONSTRUCTION NOTES:
1. ALL DIMENSIONS ARE TO THE FACE OF CURB
UNLESS OTHERWISE NOTED.
2. ALL RADII NOT SHOWN ARE 5' TO THE FACE
OF CURB.
TRANSITION FROM 24" CURB
AND GUTTER TO 18" CURB AND
GUTTER THROUGHOUT RADIUS
CALL
BEFORE YOU DIG!
DigSafely.
1$00-632-4948
D�ORTH CAROLINA ONE -CALL CENTER
P�
e°
e4L,
NC
SITE J�
VL,Rgr Y YAP SCALE : 1"=2000'
I
60' Public obli Roa
Per Map E Right of
_ Ook 3 woy
PS _ Pg 30 PROPOSED 24" STANDARD
S78 �� CONCRETE CURB AIVD GUTTER
—�SEF DETAIL
21p.21,
?4' PROPOSED 18" STANDARD
CONCRETE CURB AND GUTTER
r3 SEE DETAIL h
�.
PROPOSED 18" STANDARD 24`. 24
CONCRETE CURB AND GUTTER :•:(7yp
SEE DETAIL ):: + `OCli S78'0 i
81, 5 u) 85j 0 ��
Total
15,
Do f
y...•: �-
o a O Q 9p, f cai':: 4 G
9'
_9 N a OQO4
............
i
� S7g•p3 r3,FUTURE
- is � . co CGA HEADQUARTERS (! 1( \\
253.889" f 15'R (7y v : sa
......
..........
! I \
N a
N-�,N78'03'19"W :::: ::::::::.....::: ::::: :.. ::. 5' 0.57
/ r \
I
Do 0
^ .... :: r; are 4 ' SS4 5'3k``�N:::::::::::-::....
S 8•�; ^ r 0
P :•::.ttin�::a:a::: ems, Q-::::::3:.::::::::...9... • . _': ::::::::::::: 5::1:.:.8:::: ....... o ....�.�.�:::••�•�•��••���'�Go :-�':'..''
9 • PROPOSED CONCRETE .c(p8:°:
—?254,24 ::�)••SIDEWALK (TYP.)
/ \ \
\\
V / 1
a N 4 SEE DETAIL
o Existi
CO Q- ( Sin ng 1 1
�` .... ....... PROPOSED CONCRETE a • F g/e 1
a . �4.0, SIDEWALK (TYP.) :. ::: G rame Co Story ( \ / /
�� /
PROPOSED STANDARD '� �Jo SEE DETAIL l en era/ nstr ( 1 EXISTING ! /
'. J : ::/ A Purpos Uctipn / `pUMPSTER !
ASPHALT PAVEMENT (TYP.) io l'• : • , �Ei : _:'•.: _• Approx. e ` , !
SEE DETAIL ... :_:::::::.:. ad ...::.::::...:: h5 •;::::. X. 18 BUildin
PROPOSED 18" CONCRETE�..:: .. ,..�. ::.: ��•.: ( ' 392 g
�:.... /
MEDIAN CURB TYP. •••-•-•••• •• . 1
I "" " PROPOSED HANDICAP RAMP
SEE DETAIL ( ) ::::: cF :::.:... a c • �r ..... :: :: :::. :
Q:' :::::::. .A�:.:::...:.::::....:...:. Q: ::.:Y ...'. .. /
::::. .::.... :::..:.: : .. Y' • '1:::... � SEE DETAIL
PROPOSED 18 STANDARD ...... 1.3�J .. `� FUTURE
I
CONCRETE CURB AND GUTTER a . G / PORTE COCHERE
SEE DETAIL N [:- a ::.... :. A�" ......... / i
•::..._.(TYP. ::. :::.:::::::::.. �1.i......:::. PROPOSED 18 STANDARD
.�...................
...1:::.1.:.: ::.:::::::: 4jy .. �j SEE DETAILCONCRETE
AND GUTTER r i
..... .............
• i
WHERE CURB BEGINS/ENDS AT
A CONCRETE SIDEWALK -TAPER PROPOSED HANDICAP PARKINGRAMP, SIGN AND STRIPING — 1
CURB FLUSH WITH SIDEWALK (TYP.) S
SEE DETAIL SEE DETAIL
io
1OY dband no
IrC Right ad
of woy
N7g°03'21 "�y -Z �1 „ F
1407 56'
'— PROPOSED HEAVY DUTY
ASPHALT PAVEMENT (TYP.)
SEE DETAIL
PROPOSED CONCRETE
WHEEL STOPS (TYP.)
SEE DETAIL
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C9
98.04
38.00
131.78
147'49'42"
C10
5.44
62.00
2.72
5*01'47"
SCALE: 1" = 30'
30' 0 15' 30' 60'
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DAM APRIL, 2010
DESIGNED: REK
DRAWN: TFW
CHECKED: TKG
Ste: 1'=30'
SHEEP NO.
C-3
-
!;

Y
s
3
3
R
4
Z
REVISIONS
DESCRIPTION DATE
LAYOUT WULY.2C
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
C4
33.38
15.00
30.43
127.31'11"
C5
27.78
26.00
15.38
61'12'55"
C6
99.47
136.00
52.07
41 *54'15"
C7
18.62
7.00
28.54
152*26'10"
C8
1 59.61 1
148.001
30.21
23'04'31"
__-455 _
22 g9, SSp•03'28'W
\
,2
=2 97.03
h R
CONSTRUCTION NOTES:
1. ALL PROPOSED SPOT ELEVATIONS ARE TO
THE BOTTOM OF CURB OR TOP OF PAVEMENT.
2. SLOPES SHALL NOT EXCEED 3:1.
BIORETENTION BASIN NO. 1
DEPTH = 12"
SURFACE AREA AT EL. 450.00 TOP OF STORAGE) = 3,503 SF
SURFACE AREA AT EL. 449.00' BOTTOM OF STORAGE) = 2,567 SF
P-INDEX 10
SITE
2V
N�
C 28 48
2
ISO
'iss S78.03,21 "E VXMqITY MAP SCALE -
- -
22771,
`
PiPe
7�0
\
450
S4ou u0
pn
\ \ \ 152 (\ 50.49
„
\ 3:1 \ \ \ \ 45 .77
\ / /� / / j ` / ` �/458 87� _ -- 463
v f \/ 450.77� \ --. a - -------445
45 .50FS��
4.8.._.
,
g
-
458.62
458.4
'8 - -- - 457 10
1 i I I I ;�s� .457.44
LEGEND
• EIP
EXISTING IRON PIN
IPS
IRON PIN SET (#5 REBAR)
■ CM
CONCRETE MONUMENT
• PT
CALCULATED POINT
0
UTILITY POLE
LIGHT POLE
-ou-
OVERHEAD UTILITY
-x-
FENCE LINE
-G-
GAS LINE
-FO-
FIBER OPTIC LINE
-W-
WATER LINE
-SS-
SANITARY SEWER LINE
-O-
SIGN
OS
SANITARY MANHOLE
CI
CURB INLET
CO
CLEANOUT
FH
FIRE HYDRANT
WM
WATER METER
WV
WATER VALVE
BOC
BACK OF CURB
EDP
EDGE OF PAVEMENT
R/W
RIGHT-OF-WAY
N/F
NOW OR FORMERLY
CGF
COMBINED GRID FACTOR
TP
TELEPHONE PEDESTAL
PINE TREE 20" DBH
20"P
6"M
MAPLE TREE 6" DBH
6"JMW
JAPANESE MAPLE TREE 6" DBH
6"DW
DOGWOOD TREE 6" DBH
6'TO 9
TURKEY OAK 6" DBH
a5+7o
PROPOSED SPOT ELEVATION
_458.16 \ /
4S
'-,( ,458.78 �
14
0 -
456.04 -
( 456.52
I \
454
20
\ /
I,
F455.79
55-55^ 1 455.55
33 ('
456.50 456.4
457.24 45I / C
457.08 I It
�457.7; ` I \
457.32 ; 4s7.
BIORETENTION BASIN NO. . 2 / so
DEPTH = 12"
SURFACE AREA AT EL. 451.80' (TOP OF STORAGE) 1,355 SF
------.SURFACE AREA AT EL. 450.80' (BOTTOM OF STORAGE) = 789 SF
P-INDEX 10- i
CALL
BEFORE YOU DIG!
DigMafely"
1.800-02-4949
NORTN CAROLINA ONE -CALL CENTER
'f
3:1 \ FES #6 1 _
+ \ OUT FUTURE
INV. 44
\ 44s
44s.00 \ �4'LX3'W1x5'W2x9"THK. CGA HEADQUARTERS f
12"RCP` \ CLASS _A" RIPRAP�\ F.F.E. ELEV. 451.10
452.97
4-49.10.
VELOCITY DISSIPATOR
v t CURB INLET #4
0 ` 450.49 T/C 451.75� ( I \
\ INV. 449.15!
452.47 / CURB INLET #1 ( ( ( \\
45 .77 �\ T/C 450.00� 4so ( \
\ 451� \ .\ ,` INV. 447.50 `\ % ( .4So e' \
45
450.77
45 . 3
4 2.16 \ 452.62 \ 1350.36
Q \ \
I 10 LF 12"RCP - �� \ Q
452.40 0 0.50%\, 452.2 I J ` //VO�G// \\\
(
fi + ( I _
452.64 %3 453.10 450.54
44s. 8 4
j 454.00,1 45317 I / 450.15/
53.0 C8 O
-1 S �' ( Exl$tl 1
/ 45 80 451 + \ 452 14 ` ® ( G Probe g/e Sto y \ k�
450. l -------------
ener°/ p COnstr�CLion
( I EX!STING;�
,9 ppr urpose I
OX.452.50 BSUiI ding 4FFE 18,2
FUTUREis 453 11 452.50 _ PORTE COCHERE f451.Q6as2.i4
/
/
gp'�
i4.5454.32 ` A C 0 / / (� ( ( JUNCTION BOX #2
-12"o NYLOPLAST - 452.14 ( RIM 451.50
DRAINAGE BASIN/RISER �r D / INV. 446.93 ( /
TOP EL. 451.80 as4.0 453.9
INV. EL.' 447.53 FES #3
SEI= DETAIL r / INV. OUT 446.82
4'Lx3'W1 x5'W2x9'THK.
I 453.54 / / / / CLASS "A" RIPRAP ( _ _ _ _ _ _ _
453.73 VELOCITY DISSIPATOR
\ - 150%_ LF 12"RCP
w'8'03'21 "W 1' p
140; 56'
® 0.50%
SWALE NO. 1
SLOPE = 1.50%
BOT. WIDTH = 5'
SIDE SLOPES = 20
SEED, MULCH .ANC) TACK
120, pli d Roa Rig h t Of d
EXISTING 18"CPP
INV. IN 446.58
(2) EXISTING 12"CPP
INV. IN 446.07
Y�
SCALE: 1" = 30'
30' 0 15' 30' 60'
0
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DACE: APRIL• 2010
OESIONED: REK
DRAWN: TFW
CHECKED: TKG
SCALE. 1 "=30'
SHEET NO
C-4
Y
Y
Y
OF:
Y

REVISIONS
SYM. DESCRIPTION DATE BY
1 1 REVISED LAYOUT ULY, 20101 TFW
• EIP EXISTING IRON PIN
o IPS IRON PIN SET (#5 REBAR) o
■ CM CONCRETE MONUMENT oP
° PT CALCULATED POINT
f 0 UTILITY POLE
TEMPORARY GRAVEL LIGHT POLE
—ou- OVERHEAD UTILITY
CONSTRUCTION ENTRANCE —x— FENCE LINE
SEE DETAIL —G— GAS LINE �Jo�ani ti
—FO- FIBER OPTIC LINE 0 Ro'Ip
I = TEMPORARY SILT FENCE a
_ SEE DETAIL TEMPORARY GRAVEL — S SANITARY SEWER LINE =u
_ �� t CONSTRUCTION ENTRANCE �' SIGN
zz 455 SEE DETAIL SO SANITARY MANHOLE o5
TEMPORARY SEDIMENT TRAP CI CURB INLET SITE
W CO CLEANOUT
-_X� _ ��� OP DIM BAFFLES FH FIRE HYDRANT
BOT DIM 74'x31' WM WATER METER
- --- -- - _� DEPTH 3.5' WATER VALVE
TEMPORARY SILT FENCE BACK OF CURB
:, WEIR LENGTH 9 B
SEE DETAIL - �` SEE DETAIL EE E PA MENT
R W RIGHT - OF -WAY
CGF NOW OR FORMERLY
F COMBINED GRID FACTOR
4so \�� ! VICINM M" SCALE 1'=2000'
\• ; . - ,_ • _ � \ � � � TP TELEPHONE PEDESTAL
TEMPORARY SILT FENCE
SEE DETAIL
PROPOSED GRADING AND
EROSION DEVICE PHASE LINE
\_
WHEN THE SLOPES IN PHASE 2 HAVE � - � s ; •. • • �� � ___
BEEN SEEDED AND STABILIZED, ANDI •`— _
\ o •, THE PARKING AREA PAVED WITH ABC, \ ib _.._ ..-- _--
J ' � THE CONTRACTOR MAY START TO _- `` \ :�� <• • -.. , \ � � o. �"�• � � � �_
\ REMOVE SEDIMENT TRAP Q. 3 AND _
\ s� MP CONSTRUCTION \
COMPLETE CO U ON OF THE
` `. - _. --� \ \.452 \�-•- \ \ T� � ' �� - -_ _ __ - � /
-PARKING AREA. ♦ \ .: \ /
�0. ;. ri' / / / /'-__463 - _\V A \ - V AV ,.1-�� \� ��'\ '•�� �\ 448 __-__44�
r'
447
-
, r i � i � - - - -_ , ' '� V � � ••� �a � � J j 7
♦ \ I�� �
FUTURE
4 \
FHEADQUARTERS
^5T F.. ELIEV. 41..10 \
449 \
,
\ 465 -- - — I I \ o
___ - - r J ; . - \ TEMPORARY DIVERSION SWALE % 1
- _ P _ , 1 TAIL
RASE 2 / \
•, / - _ __-- - _` � _ _ � - '�: '•i ,J' - ( \ \ \ � '\ a \ �'\ !'� SEE DE
r L04
1, TEMPOLE RARY INT ROTECTION P1 1 \
ao " TEMPORARY SEDIMENT TRAPSEE WAIL-�/ iC. \ \
N0. 3 W/ BAFFLES 9; \ 451^e-' \
TOP DIM 6.5'x3Q'
/ O \ BOT DIM 51'x18' � Asp � I � 452
- Rs9 j
DEPTH 3.5' rrss
_ ci
WEIR LENGTH 5'
SEE DETAIL �' 1 I TEMPORARY INLET PROTECTION
_ _ ISEE DETAIL \ _ 1 ;1' 1�_ 1
\ TEMPORARY DIVERSION SWALES 1 i / PHASE 1 \ ,i FUTURE
SEE DETAIL - - I 45 1 4 I PORTE COCHERE
I
Fr Single StOry
/ \ y
_ --
_ 4gS
51
—fie c
252
1 ene v/ PurvnstruCtiO
= _ 4S3 \ \ \ \ a a prOX 1g 3 e e ding L
\ P
40
TEMPORARY DIVERSION SWALE
\ \\\ / SEE DETAIL
LIMIT OF CONSTRUCTION/ _ i �� \ \ TEMPORARY INLET PROTECTION
_ 1 1
ri DISTURBANCE 3.6 ACES SEE D
_R\ \ \ ` ETAIL�ss i ' I l /
� , TEMPORARY SEDIMENT TRAP75
NO. 2 W/ BAFFLES
TOP DIM 65'x4O' I i
BOT DIM 51'x26'
DEPTH 3.5' I "------- ��
� -/ o I h / WEIR LENGTH s'
CONSTRUCTION NOTES: EE __----
DETAIL
1. THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO., AND -
TELEPHONE CO. FOR THE EXACT LOCATION OF ALL UNDERGROUND TEMPORARY INLET PROTECTION �`• _ 1
MAINS, CABLES, OR LINES BEFORE CONSTRUCTION BEGINS. % / ' . \" \ - - SEE DETAIL • � " -
ci / 1 - 455
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
t PROTECTING ALL EXISTING WATER SERVICE CONNECTIONS DURING
9 CONSTRUCTION. ANY DAMAGE WHICH OCCURS AS A RESULT OF
CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE
s` OWNER. IN THE EVENT OF A TEMPORARY SERVICE INTERRUPTION,
a THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND BEGIN
REPAIRS.
8
3. ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION RIGHTS -OF -WAY SHALL BE PERFORMED IN STRICT
n ACCORDANCE WITH THE NCDOT CONSTRUCTION AND MAINTENANCE
d OPERATIONS SUPPLEMENT TO THE MANUAL OR UNIFORM TRAFFIC
CONTROL DEVICES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
g PERFORMING THE WORK AND ADHERING TO THE RIGHT-OF-WAY
ENCROACHMENT CONTRACT SPECIAL PROVISIONS.
g
0 4. THE CONTRACTOR IS INSTRUCTED TO CONTROL SEDIMENTATION
RUNOFF BY METHODS APPROVED BY THE ENGINEERS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS
REMINDED THAT ALL WORK SHALL MEET ALL APPLICABLE
g REQUIREMENTS OF THE RULES AND REGULATIONS OF EROSION AND
S SEDIMENT CONTROL AS PUBLISHED BY THE N.C. DEPARTMENT OF
0o ENVIRONMENT AND NATURAL RESOURCES, NORTH CAROLINA
SEDIMENTATION CONTROL COMMISSION.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE
RELOCATION OF ANY POWER POLES OR OTHER EXISTING UTILITIES
WITH THE ELECTRICAL AND/OR TELEPHONE COMPANY PRIOR TO THE
BEGINNING CONSTRUCTION.
ii
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE
OWNER TO ACCURATELY DETERMINE THE LOCATION OF EXISTING
WATER MAINS WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL
TAKE ADDITIONAL CAUTION IN EXCAVATING AROUND THE SERVICE
LINES AND MAINS WHILE WORKING WITHIN THIS PROJECT. ANY
DAMAGE TO THE MAINS OR SERVICE LINES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
8. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON
EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
9. TOPOGRAPHIC INFORMATION BY HOBBS, UPCHURCH AND ASSOCIATES
MARCH, 2010..
10. TOTAL DISTURBED AREA IS 3.6 ACRES.
�' } j' EXISTING 18"CPP
INV. IN 446.58
-,
TEMPORARY DIVERSION SWALE }
(2) EXISTING 12 CPP
SEE DETAIL INV. IN 446.07
TEMPORARY SILT FENCE
SEE DETAIL
CALL
BEFORE YOU DIGI
DigSafely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
SCALE: 1" = 30'
30' 0 15' 30' 60'
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DAM APRIL, 2010
DESIGNED: REK
oRAWN: TFW
CHECKED: TKG
SCAM 1 •=30'
SHEET NO.
C-5
0F:
6!

SYM.
REVISIONS
DESCRIPTION DATE BY LEGEND
ti
EXISTING SANITARY
SEWER LINE
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
(I
NCLUDING
NETWEENPARALLEL SANITARYNSEWERS EHORIZONTAL SEPARATION (INCLUDINGET MAINS)
AND WATER MAINS IF THESE SEPARATIONS CANNOT BE
• EIP
EXISTING IRON PIN
O IPS
IRON PIN SET (#5 REBAR)
■ CM
CONCRETE MONUMENT
• PT
CALCULATED POINT
0
UTILITY POLE
LIGHT POLE
—Du-
OVERHEAD UTILITY
—X—
FENCE LINE
—G—
GAS LINE
—FO-
FIBER OPTIC LINE
—W—
WATER LINE
—SS-
SANITARY SEWER LINE
-�
SIGN
SANITARY MANHOLE
CI
CURB INLET
CO
CLEANOUT
S MAINTAINED, DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER FH FIRE HYDRANT
* o< SIDE OF CROSSING. WM WATER METER
I IF WATER MAIN CROSSES UNDER A SEINER MAIN OR A SEWER WV WATER VALVE
o MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE BOC BACK OF CURB
SSMH . 4 4 DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS EOP EDGE OF PAVEMENT
® RIM EL. L. 440 OF VERTICAL SEPARATION. THE CONTRACTOR SHALL RECEIVE
INV. IN EL. 440.21' R/W RIGHT-OF-WAY
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
EXIST. INV. OUT EL. 440.11't N/F NOW IN FORMERLY
� WILL BE MADE AT DUCTILE IRON PRICES. CGF COMBINED GRID FACTOR
3 \��� o TP TELEPHONE PEDESTAL
\� OPEN CUT AND PATCH NOTE:
EXISTING ASPHALT AND CURB 1.) IRRIGATION TO BE DESIGNED 13Y THE LANDSCAPING CONTRACTOR.
-REMOVE CURB AT NEAREST CONTRACTOR SHALL SUBMIT IRRIGATION LAYOUT FOR APPROVAL
CONSTRUCTION JOINT
I SEE DETAIL - �_ �� PRIOR TO CONSTRUCTION.
o ~ EXISTING WATER
O
LINE GATE TAPPING SLEEVE AND
_� SSMH N0. 2 GATE VALVE FOR SPRINKLER SYSTEM
w 455 RIM EL. 453.50' BACKFLOW PREVENTER TO BE
SS z `� _ INV. IN EL. 442.54' LOCATED INSIDE PROPOSED BUILDING
INV. OUT EL. 442.44' EXACT SIZE OF FIRE LINE TO BE
DETERMINED BY MECHANICAL ENGINEER
SSMH NO. 3 _ W
RIM EL. 457.15' _ 25 t F 8„ p - _ `� EXISTING GAS LINE
IR
CALL
BEFORE YOU DIGI
DigMafely.
1-800-632-4949
NORTH C .ROLINA ONE -CALL CENTER
`1ICuwy m" SCALE : 1"=2000'
SCALE: 1" = 30'
30' 0 15' 30' 60'
INV. IN EL. 440.81 s VC W _ __ -` OPEN CUT AND PATCH
INV. OUT EL. 440.71'N SEWER _�_ \ �� �� EXISTING ASPHALT AND CURB
® `0.50� - w ` REMOVE CURB AT NEAREST
w \ CONSTRUCTION JOINT
�-'� SEE DETAIL
�W EXISTING 1 1/2" WATER METER
SHALL BE USED FOR PROPOSED
CGA HEADQUARTERS
TIE NEW GAS SERVICE
TO EXISTING GAS SERVICE. _
\ \ \ SS 1_ 4
^C �N. SEW, � '�✓ \ N ��.OPEN CUT AND PATCH
SSMH 0.
R 1- EXISTING ASPHALT AND CURB
44 1 '
- -- ,_ _ I 8. 044 REMOVE CURB AT NEAREST
\ \ \ \ \ CO �- ` w 4INV. N EL 4 50 CONSTRUCTION JOINT
/ \ ` \ \ \ 1 l\ 8„ INV. OUT EL. 444.00 SEE DETAILS
'
452
Co
o i I _� PROPOSED
\ \ , / o\ —_
� yy
-- -- --44-510 ETENT ON BAST ... /
" IRRIGATION
34/
4 PVC SANITARY
SEWER SERVICE
0 1.0% MIN. 44s
1 1 /2" TAPPING SADDLE
NEW GAS f _
_ 1 1 2 DOMESTIC METER
FUTURE _ � �
C \ C. ` ! ! /4 IRRIGATION METER AND ! \
i HEADQUARTERS EXISTING 3
_ - - � A � , � ,,_ __ 1 SEE DETAIL
RPZ BACKFLOW PREVENTER \ i , _ - _ TE
10'
- `� - _ - F.F.E. E7AIL
;`;' - -_ - - _ _ - - -- -- \ - - — \ \ ` ELM 481.R CLEANOUT f ' E D \
CGA S�
CO EL. 445.25'
/ \ CLEANOUT l 4So I PVC SDR-21 CLASS 200
\ EL. 445.69 i
451 / ! GIs DOMLSTIC WATER SERVICE
452 �\ CLEANOUT ! - ( o // / O
Rss %RS + e
EL. 445.72'
PROPOSED; A A\ ���N CO TIE NEW WATER SERVICE
PORTE COCHERE TO EXISTING WATER SERVICE
a / i O CO - -
;� �� 1
C 4" PVC SANITARY - !
! � 1 {
SEWER SERVICE
0 1.0% MIN. TIE NEW SERVICES
TIE NEW SERVICES TO EXISTING SERVICES
I / TO EXISTING SERVICES
WITH NEW CLEANOUTS WITH NEW CLEANOUT
Sin I
- _ ROPOSED ` \ 1- _ , Fro single
St 1 ,1
__.
- Aso , — co 1 8 Gener m P COnst ory
BIORETENNOTI02 BASIN 252 \ \ � / Ol ur UCtiO
-- - n
Pose uildin — Sc
— --470- - - \ = r t r N 1 CLEANOUT 8, g
- j
EL. 446.26 rOX � L /
\ \
/ i453 EL. 446.75 N /
r I / TIE NEW GAS SERVICE /
1 ! TO EXISTING GAS SERVICE
' \\\ •, \', 456 Ass ` t 1 TIE NEW SERVICE I //
TO EXISTING GREASE TRAPco
I / TIE NEW SERVICE
TO EXISTING CLEANOUT
NOTE:
1.) THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION
V �� \ TO ENSURE DESIGN COMPLIANCE.
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DATE: APRIL, 2010
DESIGNED: REK
DRAWN: TFW
CHECKED: TKG
SCALE: 1 "=30'
SHEET NO.
C-6
Y
Y
Y
Y
Y
OF:

C
REVISIONS
:
SYM.
DESCRIPTION DATE BY
S
LEGEND
`
1 REVISED LAYOUT JULY, 2010 TFW
EXISTING SSMH
• EIP
EXISTING IRON PIN
a
Ni
STA. 10+00 S-1
NOTES:
o IPS
IRON PIN SET (#5 REBAR)
RIM EL. 427.22'
■ CM
CONCRETE MONUMENT
,
- INV. EL. 420.39
`
1.) HE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
• PT
CALCULATED POINT
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
!.i
UTILITY POLE;.°ray
LIGHT POLE
\
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
\
BEGINS.
-op-
OVERHEAD UTILITY
�Jp
.....
h
-X-
FENCE LINE
\
2J PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
-G-
GAS LINE
\
\
\ \
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION
-Fp..._
-W-
FIBER OPTIC LINE
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS;
WATER LINE
-
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
-SS-
SANITARY SEWER LINE
J5
WATER MAINS OVER STORM SEWERS AND SANITARY SEWERS
�-
SO
SIGN
SITE
AA•.•
C
(INCLUDING FORCE MAINS); AND 10 FEET HORIZONTAL SEPARATION
SANITARY MANHOLE
n
Go
\
BETWEEN PARALLEL SANITARY SEWERS (INCLUDING FORCE MAINS)
CI
CURB INLET
. p m
\
AN WATER MAINS IF THESE SEPARATIONS CANNOT BE
CO
CLEANOUT
� ^ `'A 14
MAINTAINED, D IRON PIPE WILL BE USED 10 FEET EITHER
DUCTILE ON R
FH
FIRE HYDRANT
w
� ►� ? W
SIDE OF CROSSING.
WM
WATER METER
•�
_
p N o cI
\ _
IF WATER MAIN CROSSES UNDER A SEWER MAIN OR A SEWER
WV
WATER VALVE
(,�
c.0 rn
,o
MAIN CROSSES OVER A WATER MAIN, BOTH PIPES SHALL BE
BOC
BACK OF CURB
--
c
-
DUCTILE IRON TO 10' EITHER SIDE OF CROSSING REGARDLESS
EOP
EDGE OF PAVEMENT
h�
oz�
i TOR SHALL RECEIVEh
THE
R WRIGHT-OF-WAY
APPROVAL ROMPTFJE EN. I
NO THE FIELD BEFORE PAYMENT
I{ ENGINEER NEE I E FI
N/F
NOW OR FORMERLY
licngITY U"
SCAM 1'=2000'
�� V o
EXISTING SANITARY --_
WILL BE MADE AT DUCTILE IRON PRICES.
CGF
COMBINED GRID FACTOR
aid
_q) c a "
SEWER LINE �
- -
TP
TELEPHONE PEDESTAL
E I
� o so
0
V
�
y N -
\
C
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SSMH NO. 4,-,
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=
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\
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STA. 13+17.22 S-1 °
RIM EL. 450.80 t.,
--
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' \
INV. IN EL. 440.21 •,
/ \
1 �00-632-4949
SCALE: 1" = 50'=
50' 0 ?5' 50' 100'
EXIST. INV. OUT EL. 440.1.1't
_ -�
NORTH
CAROLINA ONE CALL CENTER
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OF:

REVISIONS
SYM. DESCRIPTION
1 1 REVISED LAYOUT
1/8"R
2" CLEAR
.Y,
6"x6" WELDED/ No'
WIRE MESH
1/2" EXPANSION JOINT SHALL
BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID
STRUCTURE AND AT 40' INTERVALS
SURFACE
\— ASPHALT EXPANSION JOINT MATERIAL
1 /2" WIDE AND FILL FROM BOTTOM
OF CONCRETE TO WITHIN 1 /8" TO
1/4" BELOW TOP OF CONCRETE
EXPANSION JOINT
CONSTRUCTION
JOINT (TYP.)
a
1/4" CHAMFER
(TYP.)
SAWED JOINT
JOINT SEALANT PER SPECS
r D/4 MINIMUM
CONTRACTION JOINT
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
a
18" CONCRETE MEDIAN CURB DETAIL
NOT TO SCALE
i
24"
STANDARD 24"
18"
STANDARD CONCRETE CURB AND GUTTER DETAIL
NOT TO SCALE
AS REQUIRED I AS REQUIRED
ASPHALTIC CONCRETE SURFACE COURSE.
THICKNESS OF PAVEMENT SHALL BE 2"
PRIME COAT
18" STABILIZ D AGGREGATE BASE
COMPACTED TO 95% DENSITY
12"
EXISTING
PAVEMENT
AMR ....... IIIIII-ILIA
COMPACT TO 95% OF
MAXIMUM DRY DENSITY
�— AS DETERMINED BY
_ AASHTO METHOD T-99.
—4" _III II= 12" MECHANICAL TAMPER
(TYP) SHALL BE REQUIRED.
OPEN CUT ROADWAY CROSSING
NOT TO SCALE
HANDICAP RAMP DETAIL
NOT TO SCALE
12"
PARKING
12"
MAXIMUM
PENALTY
$250
R7-8D
R7-8
SIGN
SIGN APPROVED FOR USE R7-8D—\
UNDER GENERAL STATUTE 2.037.6
COLORS:
LEGEND AND BORDER — GREEN 6" DIX STEEL
WHITE SYMBOL ON BLUE BACKGROUND TUBE FILLED
BACKGROUND — WHITE WITH CONCRETE
iE
TER
12"
VAN
ACCESSIBLE III°'
VAN ACCESSIBLE
r SIGN (AS REQUIRED)
L SIGN
I i R7-8
WH
5'-0" — CONDITION 1
7'-0" — CONDITION 2
�I
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NOTE:
CONSTRUCTION AND
INSTALLATION OF SIGN
FINISHED
R7-8 AND R7-8D
AND POST SHALL COMPLY
ul
GRADE
WITH GENERAL STATUE 20-37.6.
CONDITION 1
— PEDESTRIAN PATH DOES
NOT PASS UNDER
OR AROUND SIGN
CONDITION 2
— PEDESTRIAN PATH GOES
BY, UNDER OR AROUND SIGN
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
EDGE OF
PAVEMENT
I I
6 REBAR
6'
2—#4 REBARS
CENTERLINE OF PARKIN(
STALL AND WHEELSTOP
END OF PARKING SPACE
3'-0" MIN. TO
6' LONG PRECAST EDGE OF PAVT.
CONCRETE WHEELSTOP 10 3/8" PARKING SURFACE
WITH 2—#4 REBARS AS SPECIFIED
it
2—#6 REBARS THRU WHEEL —
STOP AND PAVEMENT MIN. 30"
LONG.
CONCRETE WHEELSTOP DETAIL
NOT TO SCALE
8" THICK ABC BASE COURSE
(100% COMPACTED)
1.25" ASPHALT SURFACE
COURSE — TYPE S9.513
/ 2.25" ASPHALT INTERMEDIATE
F COURSE — TYPE 119.08
6" THICK ABC BASE COURSE
(1007- COMPACTED)
F2" ASPHALT SURFACE
COURSE — TYPE S9.513
ASPHALT PAVEMENT SECTION
NOT TO SCALE
HANDICAP PARKING SIGN —
LOCATE PER SITE LAYOUT
PLANS (TYP.)
4" WIDE WHITE PAVEMENT
MARKINGS (TYP.)
00
9' TYPICAL
PICAL
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8' HANDICAP
Lv
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8�
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STRIPING
PARKING SPACE LAYOUT DETAIL
NOT TO SCALE
TRANSITION CURB FROM END Of
RADIUS TO EDGE OF SIDEWALK
BEGIN TAPER
TRANSITION CURB FROM END OF
RADIUS TO EDGE OF SIDEWALK
CURB TRANSITION DETAIL
NOT TO SCALE
CONCRETE SIDEWALK
TAPER CURB FLUSH
WITH SIDEWALK
CONCRETE SIDEWALK
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DATE APRIL, 2010
DESIGNED: TFW
DRAWN: TFW
CHECKED: TKG
SCUE: AS SHOWN
SHEETNO.
C-9

REVISIONS
SYM. DESCRIPTION_
1 1 REVISED LAYOUT
Komi iva l
24" MANHOLE
RING AND COVER
1" GROUT
FINISHED GRADE
LENGTHRIPRAP
PIPE OUTLET SEE PLANS SEE PLANS m N v I I
THICKNESS
FLOW SEE PLANS O e
RCP FES
° O z VARIES
6" o 0
O � a 4 <1
NON —WOVEN GEOSYNTHETIC
FILTER FABRIC UNDERLINER RCP PIPE a ° / N a v PRECAST CONCRETE
n n "WAFFLE BOX
Nuj
ir
MAINTENANCE: w1 SEE PLANS RIPRAP
INSPECT RIPRAP OUTLET STRUCTURES AFTER EVERY RAIN EVENT TO SEE p �,
IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR
IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED A n' A n'
REPAIRS TO PREVENT FURTHER DAMAGE.
RIPRAP VELOCITY DISSIPATOR DETAIL
NOT TO SCALE
6" WATERSTOP
CONTINOUS
NOTE: TOTAL WEIGHT
FRAME GRATE & HOOD
510 LBS.
18" 6" �--
CROSS SECTION OF
FRAME, GRATE, AND HOOD
NOTE: NCDOT STD #840.03C WITH TYPE
"E, F AND G" GRATES AS APPROPRIATE
GRADE SMOOTH
SEED AND MULCH
09111`a,10III
TC EL.
TRIM EL.
18" x 36" FRAME
AND GRATE W/HOOD
r PAVEMENT
ALL STEPS IN MANHOLE
VARIES SHALL BE POLYPROPYLENE
PLASTIC, REINFORCED WITH
1/2" GRADE 60 REINFORCEMENT.
MANHOLE STEPS 0 16" O.C.
N IF DEPTH IS MORE THAN 3'.
g
a 8" MASONRY WALLS
iw OR PRECAST CONCRETE
V) BOX
TSTORM DRAIN LINE
INVERT
6" CONCRETE PAD W/
COMPACTED SUBGRADE #4 REBAR 0 12" O.C.E.W.
NOTES: NCDOT STD. #840.01 #840.02 MASONRY
OR CONCRETE INLET BOXES.
ALL WORK AND MATERIALS SHALL
COMPLY WITH NCDOT SECTION 840
CURB INLET DETAIL
NOT TO SCALE
CD(2)INTEGRATED DUCTILE IRON
FRAME & GRATE TO
MATCH BASIN O.D.
MINIMUM PIPE BURIAL
© VARIABLE INVERT HEIGHTS DEPTH PER PIPE
AVAILABLE (ACCORDING TO MANUFACTURE
PLANS/TAKE OFF) RECOMMENDATION
® WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
4 VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" — 12" FOR CORRUGATED HDPE
(ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL),
SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC
O THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II
MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR
SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED
UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
ALL WORK AND MATERIALS SHALL
PRECAST CONCRETE COMPLY WITH NCDOT SECTION 840
CATCH BASIN
JUNCTION BOX DETAIL
NOT TO SCALE
® ADAPTER
ANGLES
JARIABLE 0'
360'
4CCORDING TI
• PLANS
NYLO P LAST DRAINAGE BAS I N
NOT TO SCALE
m — GRATES/SOLID COVER SHALL BE DUCTILE IRON PER
ASTM A536 GRADE 70-50-05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
® — FRAMES SHALL BE DUCTILE IRON PER ASTM A536
GRADE 70-50-05
0 — DRAIN BASIN TO BE CUSTOM MANUFACTURED
ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO
SHIPPING RESTRICTIONS.
® — DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL
CONFORM TO ASTM ID3212
FOR CORRUGATED HOPE (ADS & HANCOR DUAL
WALL) & SDR 35 PVC
Q — ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO
360'. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS
4" MINT_ (5) VARIABLE SUMP DEPTH
—r ACCORDING TO PLANS ( 6" MIN)
NOTE:
NYLOPLAST DRAIN BASINS
OR APPROVED EQUAL
ISER DETAIL
z
M
1" PICK HOLES
(2 MIN.)
COVER
RING
RING SUPPORTS (TYP.)
ORS
O FLANGE
-- 231/2
N
22"
25"
33 1 4" ANCHOR WITH 2-4"x3/4"
REDHEAD ANCHORS ON ALL
SANITARY MANHOLES
NOT IN PAVEMENT
NOTE:
USE U.S. FOUNDRY & MANUFACTURING COMPANY
MODEL #669 WITH KL COVER OR APPROVED EQUAL.
24" MANHOLE
RING AND COVER DETAIL
NOT TO SCALE
MIN. EXCAVATED
TRENCH WIDTH
PIPE WIDTH + 12"
PIPE
WIDTH
PIPE SPRINGLINET'
ZONE PIPE
FINAL
jf�­ INITIAL
BACKFILL
mHAUNCHING
NOTE:
1.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
W
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DATEAPRIL, 2010
DESIGNED: TFW
DRAWN: TFW
CHECKED: TKG
SCU: AS SHOWN
SHEET NO.
C-10
•. f

REVISIONS
SYM. DESCRIPTION
1 1 REVISFD LAYOUT
DATE
ul
BIORETENTION NOTES:
LANDSCAPING NOTES:
SEE SHEET L-3 FOR LANT LIST
BIORETENTION CELLS SCHEDULE
CELL NO.
SA TOP OF
BIO. CELL
DEPTH OF
PONDING
SOIL COMPOSITION
TEMP. POOL
ELEVATION
PLANTING
ELEVATION
BOTTOM
OF CELL
PLANTING
DEPTH
PLANTINGS
REQUIRED
400/ACRE
MULCH
DEPTH
P-INDEX
% SAND
% FINES
% ORGANIC
1
3,503 SF
12"
10
85%
10%
5%
450.00 FMSL
449.00 FMSL
446.00 FMSL
3'
32
4"
2
1,355 SF
12"
10
85%
10%
5%
451.80 FMSL
450.80 FMSL
447.80 FMSL
3'
13
4"
1
4;
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sc�
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-
- - -
-
9-PAN
45
BIORETENTION NO. 1 PLANTING PLAN
SCALE : 1"=20'
d
51
DURING CONSTRUCTION OF THE BIORETENTION AREAS THE AREAS WILL
BE INSPECTED WHEN THE SOILS ARE EXCAVATED AND THEN TO ENSURE
THAT THERE IS SUFFICIENT #57 WASHED STONE AND WASHED SAND
PRIOR TO THE PLANTING MEDIA BEING INSTALLED. THEN THE AREAS
ARE TO BE INSPECTED TO ENSURE THAT THE PLANTING MEDIA IS OF
THE PROPER DESIGN MIX PRIOR TO PLANTING OF VEGETATION. THESE
ITEMS ARE TO BE DONE PRIOR TO THE AREAS BEING GIVEN CERTIFICATION
FROM THE REGISTERED PROFESSIONAL ENGINEER.
TOP OF
BIORETENTION CELL
8" GRAVEL
3'-5'
GRASS
NDING
..........
.
.FILL SOIL MEDIA.."
DEPTH: i\\�\\i\\i\\i\\i\\
.. ..............
MIX: ....... .."...".. .. .."
3' MIN. TREE/SHRUB CELL
......
SEE BIORETENTION
2' MIN. GRASS CELL'
.",'.'.'.'.CELL
SCHEDULE.*.'.'.'
BIORETENTION CELL DETAIL
NOT TO SCALE
BIORETENTION NO. 2 PLANTING PLAN
SCALE : 1"=20'
ENCASE 8" #57 STONE
WITH NON -WOVEN FILTER
FABRIC WITH 18" OVERLAP
AT ALL SEAMS (TYP.)
1
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DAB JULY, 2010
DESIGNED: TFW
DRAWN: 'jFW
CHECKED: TKG
SCALE: AS SHOWN
SHEET NO.
C-14