20140578 Ver 1_Site Plan_20140605

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Revl*sed: March 27, 21014
Ma y 8, 20141
NOTES:
1. No changes to any aspect of this site plan, including but not limited to,
landscaping, grading, architectural design (especially colors), lighting, or
utilities shall be made wi`hout the approval of the Development Review
Committee of the Town of Cary.
2. Sign permitting is a separate approval process and has not been reviewed or
approved with this site p "an. A Master Sign Plan shall be approved by the
Planning Department prior to issuance of any Certificate of Occupancy (CO)
within the development.
3. Unless explicitly specified in the notes on this development plan, this project,
including any subsequent development plans, shall comply with the Cary,Land
Development Ordinance (LDO) and all other applicable regulations and
guidelines. In the event of a discrepancy between this approved development
plan and the applicable regulations or guidelines, and absent clarification or
approval of such stated on this development plan or other related approval,
the applicable regulation or guideline shall apply.
4. The following Minor Modification(s) to the Town's development standards have
been approved in accordance with Section 3.19 and other applicable sections
of the LDO:
a)
ZONING: Transitional Residential Conditional Use
(12- REZ -07 Bailey Park)
Zoning Conditions:
1. Use shall be limited to single- family detached residential and uses
allowed under the "Park and Open Space" use category of Chapter 5
of the Land Development Ordinance, with the exception that 'public
athletic fields" shall be prohibited.
Town of Cary
Water Resources Department
Approved Utility Extensions
Waston Penn It #:._
Sanitary Sewer Perm ft #.
By:
14 -SB -002
HTE #: 14 -0917
Approved by the Town of Cary
Ifte
Planner: Date:

�1
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D
.� 10101-1
-�
I
REMOVE EXISTNG B
AND SIDEWALK AT DRIVEWAY ENTRANCE
ALL DRIVEWAY APRONS
O
N. ` SBAILE HERk-IR
BM 1� "D; O��VANS, R�D 0 X G TREE
a DB : p92, PG`2251
12' D
,,DATE,-2-,,
2 _02 07 N
�J ACREAGE 1.4 NOTE: EXISTING PARCELS A TO ELIMINATED AND BAILEY PARK COURT
gA0 \ \\ 4
(� RIGHT OF WAY WILL BE REL ATED AS PER THE SITE PLAN.
GRAPHIC SCALE 1 " =50'
EEL
0 50 100 150
,.
ee
APPROVED TOWN e '.
PLANNER DATE
//, / //, Em m
Hugh J. Gilleece
and Associates
875 Walnut Street
Suite 360
Cary, NC 27511
BUSINESS LIC. # C -496
Phone: [phone]
Fax: [phone]
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SHEET N0.
E90ftk AOW&k

MANHOLE # 1169
\
ELEV. RIM = 387.14'
INVERT IN = 381.99"
INVERT OUT = 381.89"
1
MANHOLE 1173
#
ELEV. RIM = 374.49' i
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INVERT IN = 368.29'
INVERT OUT = 367.99'
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Hugh J. Gilc
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16.5' AT&T EASEMENT
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PER 9 DB8555 PG 2739
1 MP14"
Suite 360
(CENTERED OVER STRUCTURES)
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Cary, NC 27511
BUSINESS LIC. # C -496
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1) "This desigr meets all current Town of Cary Standard Specifications and Details
JOB # 8900.10
except where :specifically noted below.
Exception - none.
BY: DS
DWN BY: 131-1
2) The Reducti'on of Lead in Drinking Water Act signed by the President in 2011
GRAPHIC SCALE 1 " =40'
DATE: 1/9/2014
takes effect c'-,11 January 4, 2014. It requires all materials and waterworks supplies
in contact wit wetted surfaces of potable water pipe, fittings, and fixtures to
F I L E
HRZ SCALE: 1 " =40'
meet the new standard for lead content. The new maximum of 0.25% lead applies
to municipal %iiater systems as well as residential and commercial plumbing. The
Town of Cary has enacted new standard specifications and details for the
°
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0 40 80
120
VRT SCALE: NONE
potable
water system as well as the reclaimed water system that take effect July 1, 2013.
'no
9 '.
HTE #: 14 -0917
14 -SB -002
SHEET NO.
A six month Purace period will allow the use of both leaded brass and lead'
brass. On Januuary 4 however, all projects regardless of phase or status must
comply with bcth the federal law and the Town's revised specifications. Please
APPROVED TOWN OF
MARY
contact the Tc:wn Engineering Department at 919 -469 -4030 for further information
DEVELOPMENT REVIEW COMMITTEE
on the new requirements.
PLANNER DATE

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Hugh J. Gilleece
and Associates
875 Walnut Street
Suite 360
Cary, NC 27511
BUSINESS LIC. # C-496
Phone: [phone]
Fax: [phone]
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STORM %C%0RUbz0ING"h' PROFILE
t.ots 4 - 5
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—SANI lAmir PROFILE Mrl a M11 0
Hugh J. Gilleece
and Associates
875 Walnut Street
Suite 360
Cary, NC 27511
BUSINESS LIC. # C-496
Phone: [phone]
Fax: [phone]
440 440
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STORM %C%0RUbz0ING"h' PROFILE
t.ots 4 - 5
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DATE: 1/9/2014
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STORM %C%0RUbz0ING"h' PROFILE
t.ots 4 - 5
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435 435
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430 430
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STORM %C%0RUbz0ING"h' PROFILE
t.ots 4 - 5

VELOCITY REDUCTION PADS
OUTLET
#
PIPE SIZE
(IN,)
ROCK SIZE
(IN,)
ZONE
ROCK CLASS
LENGTH L
(FT.)
WIDTH W
(FT.)
DEPTH
(IN.)
VELOCITY
V10
1
30
15
2
B
15
7.5
24
10.50
OS1
24
17
2
B
12
6
24
11.10
EXISTING
GROUND
OS1 RIP-RAP OU TEET DETAIL
N.T.S.
RETAINING WALLS WILL REQUIRE A SEPARATE PERMIT FROM THE TOWN OF CARY
INSPECTIONS AND PERMITS DEPARTMENT.
SEE CD8 FOR RETAINING WALE DETAILS
OUTLET STRUCTURE GENERAL NOTES
RETAINING WALL TABLE
CALLOUT
TOP
BOTTOM
A
432
432
B
434
428
C
434
427
D
433
423
E
431
422
F
427
420
G
421
421
1. OUTLET STRUCTURE ELEVATIONS SHOWN ON TI=E DETAILS ON THIS SHEET
ARE CRITICAL AND MUST BE WITHIN 0.02' OF THAT SHOWN. IF OUTLET STRUCTURES
ARE PRE -CAST OFF -SITE, THE HOLE FOR THE OUTLET PIPE SHALL BE ENLARGED TO
ALLOW UP TO 0.3' OF VERTICAL MOVEMENT. WHEN INSTALLED, THE EXCESS OPENING
SHALL BE FILLED WITH GROUT.
2. THE OUTLET STRUCTURE SHALL HAVE A TRASH RACK COVERING THE OPENINGS. SUCH TRASH
RACK SHALL BE 6" OUT FROM THE OPENING AND SHALL HAVE A MAXIMUM OPENING OF 6"x6 ". IT
SHALL BE SECURELY FASTENED TO THE STRUCTURE BUT REMOVEABLE FOR MAINTENANCE.
3. OUTLET PIPES SHALL HAVE AN ANTI -SEEP CCI -LAR OF CONCRETE LOCATED APPROXIMATELY
UNDER THE MIDDLE OF THE DAM IN WHICH IT IS LOCATED. IT SHALL CONSIST OF CONCRETE
POURED AROUND THE PIPE IN A VERTICAL DIRECTION. THE COLLAR SHALL BE A SQUARE 8"
THICK AND SHALL EXTEND 18" BEYOND THE OUTSIDE OF THE PIPE IN EACH DIRECTION.
4. TREATMENT OUTLET PIPE SHALL NOT BE PVC 13UT OTHER MATERIAL SUCH AS GSP WHICH IS
NOT SUBJECT TO DETERIORATION IN SUNLIGHT.
POND NOTES
1. SEE SHEET 2 FOR BMP CONVERSION SEQUENCE.
2. FOREBAY DIVIDERS ARE TO BE INSTALLED WHILE CONVERTING FROM SEDIMENT BASIN
TO WET POND.
3. GROUND WATER NOT ENCOUNTERED.
TREATMENT VOLUME ELEVATION- 416.0
I 100 YR. STORM ELEV. 417.45
- - _ - - FREEBOARD 0.9'
3� 10' NORMAL POOL- 414.50 10'
- - - - - - - -
10:j 4 10
FOREBAY FOREBAY DIVIDER -�
BOTTOM OF FOREBAY
1' CLAY LINER 157 STONE TOPPED
Y CLASS B RIP -RAP
RETENTION POND CROSS- SECTION
NOT TO SCALE
TRASH RACK DETAIL
i[rli
TOP DAM- 418.0
- 1ST. 1"
-TOP SHELF 0.5' ABOVE .P.- 415.0
BOTTOM SHELF 0.5' BELOW ,N.P. -414.0
PROVIDE 4 TOPSOIL ON 10 SHELF
1' SEDIMENT STORAGE
-BOTTOM OF POND
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TOP OF DAM -41
10'
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LIES
TAKEN FR
S TR E<
EMERGENCY SPILLWAY
CROSS - SECTION
WET POND #1
BOTTOM EL- 409.0
NORMAL POOL- 414.5
TOP OF DAM- 418.0
GATE VALVE
AND POND
DRAIN, SIZE -6"
4'
16' -6 "DIP
w 3'
i
7" DEEP SLOT
SIDE A
PLAN VIEW OS1
OUTLET STRUCTURE
N.T.S.
DRAWDOWN PIPE
OUTLET PIPE,
AND MATERIAL
PER DRAINAGE
SCHEDULE
ANTI -SEEP COLLAR.
(SHOULD BE PLACED
APPROX. IN THE
MIDDLE OF EARTH
DAM)
El / / El
Hugh J. Gilleece
and Associates
875 Walnut Street
Suite 360
Cary, NC 27511
BUSINESS LIC. # C -496
Phone: [phone]
Fax: [phone]
Y
z
0
W
Q
0
f
C
5
�11
2`1
N.T.S.
NOTE:
i
i/
WALL THICKNESS AND
Jsr
s"
6- 6"
REINFCIRCEMENT DESIGN TO BE
DETERMINED BY PRECAST
_
F-
10'
�k
LIES
TAKEN FR
S TR E<
EMERGENCY SPILLWAY
CROSS - SECTION
WET POND #1
BOTTOM EL- 409.0
NORMAL POOL- 414.5
TOP OF DAM- 418.0
GATE VALVE
AND POND
DRAIN, SIZE -6"
4'
16' -6 "DIP
w 3'
i
7" DEEP SLOT
SIDE A
PLAN VIEW OS1
OUTLET STRUCTURE
N.T.S.
DRAWDOWN PIPE
OUTLET PIPE,
AND MATERIAL
PER DRAINAGE
SCHEDULE
ANTI -SEEP COLLAR.
(SHOULD BE PLACED
APPROX. IN THE
MIDDLE OF EARTH
DAM)
El / / El
Hugh J. Gilleece
and Associates
875 Walnut Street
Suite 360
Cary, NC 27511
BUSINESS LIC. # C -496
Phone: [phone]
Fax: [phone]
Y
z
0
W
Q
0
f
C
5
�11
2`1
N.T.S.
NOTE:
(j
WALL THICKNESS AND
s"
6- 6"
REINFCIRCEMENT DESIGN TO BE
DETERMINED BY PRECAST
_
F-
:
7°
Q
CONCR' TE MANUFACTURER
L
U
3'x7" SLOT
TRASH RACK
a
HAND WHEEL
TOP ELEV.- 416.60
oO
Q
Z
PLANT LIST LITTORAL SHELF
PLANT SCHEDULE:
(ABOVE TRASH RACK)
a
/ , %"
SHALLO�N LAND
(HERB.)'
STANDARD
STAND =:RD MANHOLE STEPS AT
7-
z
STRUCTURE
d
16" O.C. SHALL BE PLACED ABOVE
EF EUPATORUIM FISTRULOSUM
JOE PYE WEED
4 -6" POT @ 3' SPACING
BRACKET
OUTLET PIPE ON OUTSIDE OF STRUCTURE
O
HC HIBICUS COCCINEA
SCARLET ROSE MALLOW
4 -6" POT @ 3' SPACING
U
TRASH RACK NOTES
DL DICHROMENA LATIFOLIA
WHITE STAR GRASS
4 -6" POT @ 3' SPACING
1.
TRASH RACK SHALL BE 6 CLEAR OF STRUCTURE TOP AND
HG HIBISCUS GRANDIFLOURS
VELVET MALLOW
4 -6" POT @ 3' SPACING
SHAFT
WDRAWDO"NN
w
Y
SIDES. BOTTOM SHALL BE 1" OR MORE BELOW SLOT. THE
CG CHELONE GLABRA
WHITE TURTLEHEAD
4-6" POT @, 3' SPACING
PIPE
Q
TRASH RACK NEED NOT COVER THE TREATMENT OUTLET
LC LOBELIA CARDINALIS
CARDINAL FLOWER
4 -6 POT @ 3 SPACING
�
2 DIAM. INV.- 414.50
S
PIPE.
'�
SHALLO`,N WATER
2.
TRASH RACK SHALL BE FASTENED TO EACH SIDE OF THE
�
(HERB.)
,a a
21'TO JUNCTION BOX
STRUCTURE AT AT LEAST 2 POINTS. IT SHALL BE EASILY
`
JE JUNCOS EFFUSES
SOFTRUSH 4 -6
POT @ 3 SPACING
117' .JUNCTION BOX TO FES
REMOVED FOR MAINTENANCE OR ENTRY INTO THE
AS ACORUS SPP
SWEET FLAG 4 -6"
POT @ 3' SPACING
POND DRAIN
ELEV. -410.0
a.
410.0 24" RCP C�1.0�
STRUCTURE.
IV KRIS VERSICOLOR BLUE
FLAG IRIS 4 -6" POT
@ 3' SPACING
6" GATE
3.
TRASH RACK SHALL ACCOMMODATE ACCOMMODATE VALVE SHAFT THOUGH
PC PONTEDERIA CORDATA
PECKEREL WEED 4 -6 S
POT @ 3 SPACING
VALVE
AN OPENING.
PV PELTANDRA VIRGINICA
ARROW ARUM 4 -6"
POT @ 3' SPACING
;=�
GROUT
4.
TRASH RACK SHALL BE MADE OF DURABLE
SL SAGITTARIA LONGILOBA
ARROWHEAD 4 -6" POT @ 3' SPACING
16' -6 "DIP
BOTTOM
_
MATERIAL WHICH WILL NOT RUST OR DETERIORATE IN
LANDSCAPE PLAN:
POND BOTTOM
SLOPE TO DRAIN
�- I __ _
408.6
SUNLIGHT AND IS ACCEPTABLE TO THE TOWN OF HOLLY
SHALLOW LAND= 1,560 sf USE
173 PLANTS FROM LIST ABOVE)111=
- IIyI- III- 111_IINII
I!1- I!I -1!i -IiI -III III -
-Ilc
III -III
_i=
I
SPRINGS.
SHAL OW WATER= 1,440 Sf (USE
160 PLANTS FROM LIST
ABOVE)
III III 111_111 III - III
- 111_71= III_ITI_ITI IiI
III I
il_T 111
JOB 8900.10
5.
MAX. OPENING IN TRASH RACK SHALL E'. 6x6
SHALL HAVE A GF;I'D OF BARS
USE (EQUAL NUMBER OF PLANTS FROM LIST ABOVE
-lil i111illlllilllll11- 1111111
III -1111 I'
DSN
CHK BY:
DS
6.
TOP OF TRASH RACK
_1ih Iii =lil IiI
- -III
_ ul_
IN1I=
III
=1
III
DWN
BY:
(MAX. 6 "x6 ").
�
111-
= =1'
1i1�i1
BH
THICKNESS 38.25
CONCRETE BOTTOM ANTI -SEEP COLLAR.
TO
DATE: 1/9/2014
"
(MIN. FOR ANTI - FLOATATION)
CROSS SECTION OS1
BE 18" ,AROUND ENTIRE PIPE
LOCATE 10 PRIOR TO EMERGENCY
HRZ SCALE: 1
=20'
SPILLWAY
VRT
SCALE:
NONE
OUTLET STRUCTURE
N.T.S.
HTE #:14 -0917
SHEET NO.
14 -SB -002
APPROVED BY TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
C
PLANNER DATE