20130159 Ver 1_Site Plan_20130314

Strickland, Bev
From: Smith, Wesley [wsmith @emht.com]
Sent: Monday, March 04, 2013 4:04 PM
To: Strickland, Bev
Subject: RE: Cary Town Blvd Retirement DWQ# 13 -0159
Bev,
Hope you are well. The below FTP site includes the latest set of plans. Please go to the DWQ section. Please let me know
if you have any questions.
A normal ftp site address looks like this: ftp: / /ftp.emht.com. The problem arises when you must enter the username and
password to access the folder.
Solution: You can enter the username and password into the address of the ftp site.
Example: ftp:/ /username:[e-mail]
Username: CaryRetirement
Password: Lenity
FAST ACCESS METHOD:
1. Copy entire path = ftp:// Cary Retirement: Lenity&ftp.emht.com�
2. Right -click on Start button in lower left hand corner.
3. Select Explore or Open Windows Explorer.
4. Paste into address bar the path.
5. Hit the enter key.
SLOW ACCESS METHOD:
1. Click on following link: ftp: / /ftp.emht.com
2. Go to View> Open FTP Site in Windows Explorer
3. Go to File> Login as
4. Type Username and Password listed above
5. Click Log on
If you have any questions or problems, contact me by e -mail or directly.
Wesley A. Smith, PE
Project Manager
EMH &T
Engineers, Surveyors, Planners, Scientists
301 McCullough Drive, Suite 109, Charlotte, NC 28262
v. 704.548.0333 1 c. 704.280.5170 1 [e-mail]
emht.com
From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.aovI
Sent: Monday, March 04, 2013 1:37 PM
To: Smith, Wesley
Subject: RE: Cary Town Blvd Retirement DWQ# 13 -0159
Mr. Smith,
I was just checking to see if you had sent this and if I missed in somehow.

Thanks
Bev
Beverly Stric1dand, Administrative Officer
DMsion of Water Quality- - Program Development
N.C. Department of Ens- ironment and Natural Resources
Mail Seri -ice Center 1650, Raleigh, NC 27699 -1650
Phone# 919 - 807 -6350
Email Address: Bev.Stricldanda.ncdenr
Phone # [phone]
E -mail correspondence to and from this address nravhe subject to the -orth Carolina Public Records Larrand nravhe drkclosed to third parties.
From: Strickland, Bev
Sent: Tuesday, February 19, 2013 2:00 PM
To: wsmithCa)emht.com
Subject: Cary Town Blvd Retirement DWQ# 13 -0159
Mr. Smith,
Please provide a data CD or ftp site with a full size version of the signed plans (if required for application) in TIF
Group 4 format (black and white 300dpi, not grayscale or color). If the plans are too large to store in TIF format,
they can be stored in PDF.
Bev
Beverly Stric1dand, Administrative Officer
DMsion of Water Quality- - Program Development
N.C. Department of Ens- ironment and Natural Resources
Mail Seri -ice Center 1650, Raleigh, NC 27699 -1650
Phone# 919 - 807 -6350
Email Address: Bev.Stric1danda.ncdenr.gov
Phone # [phone]
E -mail correspondence to and from thrs address nravhe subject to the -orth Carolina Public Records Larrand nravhe drkclosed to third parties.

CONFIDENTIALITY NOTICE: This e -mail message is intended only for the person or entity to which it is
addressed and may contain confidential and /or privileged material. Any unauthorized review, use, disclosure or
distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e -mail and
destroy all copies of the original message. If you are the intended recipient but do not wish to receive
communications through this medium, please so advise the sender immediately.

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SITE DATA
Project Name:
Cary Retirement Residence
Cary Project Number
12 -SP -047
Cary HTE Number
13 -0672
Address:
105 Convention Drive,
Watershed District:
Cary, NC 27513
Total Site Area:
3.52 Ac
Existing Zoning:
MXD
Existing Use:
Life Care Community
PIN:
0773.09 -17 -5435
Real ID:
0205074
Map Reference:
DB 14185/2557
Proposed Gross Building
S. F.: Main Building = 120,382
ISD
Garage = 1,355
Parking
Van Garage = 1,719
Provided:
Car Wash = 64
Open Parking Spaces
Total = 123,520
Ext. Impervious Area:
0.00 Ac
Prop. Impervious Area:
Number
Building:
37,706 s.f.
Sidewalks & Walls:
16,052 s.f.
Parking Lots & Garages: 37.116 s.f.
Total
90,874 s.f. (2.02 Ac.) (57 %)
Open Space Area: 65,861 s.f. (1.51 Ac.) (43 %)
Active Open Space:
Provided: 50,000 s.f. (1.15 Ac.)
Prop. # of Units:
128
Units
Storm
Max. Building Height:
55'
Max
Stormwater Management
Watershed District:
Neuse
- Walnut
Creek
Parking:
Concrete
Typ
Typical
Required:
35
Spaces,
140 Residents (0.25)
FFE
16
spaces.
16 Staff Persons (1)
ISD
51
Parking
Spaces (Required)
Provided:
65
Open Parking Spaces
Plus or Minus
12
4
Covered
Accessible
Parking Spaces
Spaces
Number
81
Parking
Spaces (Provided)
Bike Parking:
R/W
Right -of -way
Required /Provided:
2 Spaces
Sanitary
Inside City Limits:
Yes
s.f.
Square Feet
LEGEND
= Proposed Sidewalk
= Proposed Multi -Use Trail
BENCHMARK SCHEDULE
BM #1
Elev = 460.14 (NAVD 88)
Northing= 737248.0 Easting= 2071395.53
Chiseled "X" on the northeast corner of a storm curb and gutter inlet located on
the north side of Convention Drive, 450 feet south of the intersection of Convention
Drive and Cary Towne Boulevard.
BM #2
Elev. = 463.54 (NAVD 88)
Northing= 737242.21 Easting= 2071780.33
Chiseled "X" on the south bolt of a fire hydrant located on the north side of
Convention Drive, 50 feet west of the shipping entrance to Baptist State Convention
building.
BM #3
Elev. = 435.01 (NAVD 88)
Northing= 737607.04 Easting= 2071552.62
Chiseled "X" on the south rim of a sanitary manhole located 75 feet south of Cary
Towne Boulevard, 400 feet east of the intersection of Cary Towne Boulevard and
Convention Drive.
BM #4
Elev. = 442.57 (NAVD 88)
Northing= 737486.38 Easting= 2071155.84
Chiseled "X" on the south rim of a sanitary manhole located in the sidewalk at the
southeast corner of the intersection of Cary Towne Boulevard and Convention Drive.
ABBREVIATIONS
Ac
Acres
Stm
Storm
BFP
Backflow Preventer
SWM
Stormwater Management
CATV
Cable N
TBRL
To Be Relocated
Conc.
Concrete
Typ
Typical
Ex
Existing
UGE
Underground Electric
FFE
Finished Floor Elevation
W.M.
Watermeter
ISD
Individual Sitr Distance
A
Delta
Ltd.
Limited
t
Plus or Minus
Prop.
Proposed
#
Number
R
Radius
�t
Degrees
R/W
Right -of -way
Feet or Minutes
San
Sanitary
Post Tributary Plan and Nitrogen Plan
Inch or Seconds
s.f.
Square Feet
(
r-
APPROVED ZONING NOTES
Reduction in the undisturbed buffer width from 50 feet to 30 feet
We are requesting a reduction from the current buffer width of 50 feet to a width
of 30 feet in order to accommodate the retaining walls and grading necessary to
safely and successfully develop this site. We will be providing decorative retaining
walls and extensive landscaping to enhance the buffer area and transpiration
corridor. Please note that the right of way width required per the Town of Cary
Comprehensive Transportation Plan (CTP) calls for a right of way width of 124' for
Cary Towne Boulevard. The right of way width adjacent to the proposed development
is 250'. Within the right of way adjacent to the proposed development is a tree
canopy that will help alleviate the reduction in the buffer.
Reduction in the 5' setback from buffer
Request a reduction in setback standard from the perimeter buffer to the parking
spaces and /or accessory buildings on the easterly and southerly side of the site.
The substantial grade issues require that the setback from the buffer be reduced.
Because of the nature of the existing topography and the proposed grading which
will take place, there will be minimal existing trees to remain. The proposed buffers
will need to be replanted. We will provide extensive re- vegetation in the buffer area
to reduce the impact throughout the site.
Vary the driveway slope grade entering site from 5% required to 8 %.
Request a variance in the driveway slope. This site requires extensive grading
because of the existing topography. To reduce the visual and grading impact along
Cary Town Blvd an 8% driveway grade is required. Additionally to provide a drive at
a 5% grade would increase the building elevation, impacting the corridor along Cary
Town Blvd.
Vary buffer grading from 4:1 required to 3:1
Request a variance in the buffer grading slope. The existing topography consists of
24' of fall across approximately 260' on average. To reduce the slope to a 4:1 ratio
would substantially increase the grading on the site as well as substantially increase
the building height and retaining walls required for our project. We will provide
details to assure that trees and other vegetation will thrive within a 3:1 slope. We
routinely provide a maximum 3:1 slope with great success on our existing projects.
Variance from Improvements to Cary Towne Boulevard.
Request a variance from the Town's Comprehensive Transportation Plan to waive the
required improvements to Cary Towne Boulevard. Please see the waiver request letter
sent to Tim Bailey.
105 CONVENTION DRIVE, TOWN OF GARY, NC
SITE IMPROVMENT PLAN
FOR
CARP RETIREMENT
RESIDENCE
February 7, 2013
Ex. Culvert
Ex. Tributary to
/ \ / Walnut Creek
" /// /
/ � / rrt4
Ex. 100'
Buffer S88'53'44 "E (S88'53'52 "E)
7.33'
c$I
/CAg dub / B M 3
Prop. Van Garage
v
Prop.
�� / / •592 BMP 1
A= 2'34'32" R = 2019.86'
Ch.Br - N66'19'03 "E (N66'18'55 "E) / 0 Prop. Garage
/ C = 90.9 Arc = 90.80' RV1 i
/
BM #4
/
1
1 �
� b
J,
BMP 3 \ \
b ...
�\ ::; .::::::...
Q...........:::::::.:::::::::
b
A = 6735'18" R = 181.99
Ch.Brg. = N55'06'06 "W (N55'06' 14 "W��
Ch = 202.45' Arc = 214.68'
Cary Venture
Ltd.
PTNRP Ltd.
PIN 0773163696
Zoned: GCCU
DB 13419/1333
67.76 ac.
BUILDING USE DESCRIPTION
1. The Cary Retirement Residence concept is designed for residents who are still
ambulatory, but in need of some support. Private rooms afford the advantages of
independent living while the services included provide support, security and friendship.
The private suites include studio, one and two bedroom versions. Each is similar to a
conventional dwelling unit except a kitchen is not included. Suite sizes range from 300
s.f. for studios to 1000 s.f. for 2 bedrooms.
2. Services include three prepared meals daily, housekeeping, laundering, private bus
transportation and various activities. Staff is "in house" 24 hours a day. The
monthly rent payment covers the private room, all services and utilities.
3. Medical services are not offered and the facility does not have medical personnel on
staff.
4. The facility shall be limited to residents ages 55 and older. Approximately 10% of the
rooms will be rented by couples, approximately than 20% of the residents will be
driving their own cars.
North Carolina One —Call Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
(910) 855 -5760
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1- 800 - 632 -4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
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! d
`Prop. Covered .0-
Entrance
::_ Ex 3'48'S3'52 "W) 390.58'
BM #1 CONVENTION DRIVE ABM #2
-� (60' R/W)
J,
(Public) �
GRAPHIC SCALE
0 30 60 120
1 inch = 60 feet
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
NOTE:
A 128 unit Life Care Community would generate 24 am and 36 pm peak hour trips using
the ITE Trip Generation Guidelines. Since this would not exceed the 50 trip peak hour
threshold as required by the Town of Cary Adequate Public Facilities Ordinance (APFO), no
traffic study is required or site plan.
NOTE:
"In accordance with Town Council action at the October 25, 2012 meeting, a
payment -in -lieu of construction of the required road widening of Cary Towne Boulevard in
the amount of $229,892.50 is being provided as part of the project."
NOTE:
Unless explicitly specified in the notes on this site plan, the development of this project shall
comply with the Cary Land Development Ordinance (LDO) and all other applicable regulations
and guildlines. In the event of a discrepancy between the approved site plan and the
applicable regulations or guidelines, and absent clarification or approval of such stated on
the site plan or other related approval, the applicable regulation or guideline shall apply.
Town of Cary Engineering Department
Approved Utility Extensions
Water Permit #
Sewer Permit #
By:
Sheet Number
Sheet Titic
1
�O
Cover Sheet
2
Z
Alta Survey
3
E
Baptist State
4
00
Site Plan
5
Convention of
Cary Towne Blvd. Sidewalk Plan
6
Active Open Space
NC
Site Distance Profile & Convention Drive Stripping Plan
8
_
PIN 0773179571
Erosion Control Phase 1
9
—
Zoned: OI
10
Q
Use: Typical
11
r,
I Office
12
DB 03015/0745
�t
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5.13 Ac.
14
Pre Tributary Plan
L-
Post Tributary Plan and Nitrogen Plan
16
Prop.
(
r-
BMP 2
18
- 25
Details
26
Landscape Plan
27
QC
Lighting Plan and Details
33
h
Floor Plans
::_ Ex 3'48'S3'52 "W) 390.58'
BM #1 CONVENTION DRIVE ABM #2
-� (60' R/W)
J,
(Public) �
GRAPHIC SCALE
0 30 60 120
1 inch = 60 feet
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
NOTE:
A 128 unit Life Care Community would generate 24 am and 36 pm peak hour trips using
the ITE Trip Generation Guidelines. Since this would not exceed the 50 trip peak hour
threshold as required by the Town of Cary Adequate Public Facilities Ordinance (APFO), no
traffic study is required or site plan.
NOTE:
"In accordance with Town Council action at the October 25, 2012 meeting, a
payment -in -lieu of construction of the required road widening of Cary Towne Boulevard in
the amount of $229,892.50 is being provided as part of the project."
NOTE:
Unless explicitly specified in the notes on this site plan, the development of this project shall
comply with the Cary Land Development Ordinance (LDO) and all other applicable regulations
and guildlines. In the event of a discrepancy between the approved site plan and the
applicable regulations or guidelines, and absent clarification or approval of such stated on
the site plan or other related approval, the applicable regulation or guideline shall apply.
Town of Cary Engineering Department
Approved Utility Extensions
Water Permit #
Sewer Permit #
By:
Sheet Number
Sheet Titic
1
�O
Cover Sheet
2
Z
Alta Survey
3
E
Existing Conditions & Demolition Plan
4
00
Site Plan
5
oo
Cary Towne Blvd. Sidewalk Plan
6
Active Open Space
7
Site Distance Profile & Convention Drive Stripping Plan
8
W
Erosion Control Phase 1
9
—
Erosion Control Phase 2
10
n/
LI_
Grading Plan
11
L�Z
=
Roof Drain Plan
12
Basin Details
13
m
Basin Details
14
Pre Tributary Plan
15
Post Tributary Plan and Nitrogen Plan
16
Utility Plan
17
Fire Apparatus Plan
18
- 25
Details
26
Landscape Plan
27
- 32
Lighting Plan and Details
33
- 36
Floor Plans
37
- 41
Building Elevations and Details
DEVELOPER
HAWTHORN RETIREMENT GROUP
9310 NE Vancouver Mall Drive, Suite 200
Vancouver, WA 98662
Phone: (360)- 213 -1550
ARCHITECT
DANIEL ROACH ARCHITECT
471 High Street SE, Suite 10
Salem, OR 97301
Phone: (503)- 399 -1090
LANDSCAPE ARCHITECT
CHRISTOPHER FRESHLEY
LANDSCAPE ARCHITECTURE
1020 SW Taylor Street
Portland, OR 97205
�XTrTXT _V_Vn
EMH &T
Wesley A. Smith, PM
301 McCullough Drive, Suite 109
Charlotte, NC 28262
Phone: (704)- 548 -0333
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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MECHWART
rn HAMBLETON & •i -
TILTON, INC.
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Son 1 Son MF TC =425.4
11(a), & 13 of Table A thererit Field work was completed I March
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Undersigned further certifies that this plat was drawn under my supervision
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amended. Witness my hand and seal this 2.'bth day of MXI-e-ti 2012,
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DESCRIPTION OF RECORD
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All that certain parcel of land situated in the Town of Cary, Cary Township, Wake County, North Carolina,
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and more particularly described as follows:
E 12 Terra Cotto Inv = 417.36
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Commencing at an existing iron rod in the northern right-of-way line of Convention Drive, said ire rod being
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the southeast corner of property now, or formerly belonging to the Baptist State Convention Center of North
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existing iron pipe; said iron pipe being the point and place of beginning; thence continuing with said northern
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right -of -way lane of Convention Drive the following courses and dis ces:
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an arc length of 214.68 feet, the chord of said arc being N 55° 14 W, 202.45 feet to an existing iron rod,
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andN an existing concrete monument said concrete at
intersection of the southeastern right-of-way line of Cary Towne Boulevard and the northeastern
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. t -of -way line of Convention Drive; thence in a northeasterly ti al d southeastern gt
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of Cary Towne Boulevard the following courses and distances northeasterly with a curve having a radius of
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2019.86 feet; an arc distance of 90.80 feet, the chord of said are being N 66 18'55" E, 90.79 feet to an s
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concrete monument N 69'50'24*' E, 480.97 feet to an existing concrete monument, and N 69 °50'24" E, 14.80
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feet to a point; thence leaving said southeas right -ofway lane of Cary Towne Boulevard 8 88"53'52" E,
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7.33 feet to an existing iron gage; said iron pipe being the northwest comer of the aforementionod Baptist State
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Convention Center ofNortli Carolina; thence with the Baptist State Convention Center's western line
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01 07'407W, 399.93 feet to an existing iron pipe, said iron pipe being the point and place of beginning, and
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containing 3.522 acres reorl
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90.79 Are = 90.80 xi'i r .__4
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Zoning information not provided by insurer.
SURVEY NOTE:
There areno existing buildings or party walls on the subject parcel.
SURVEY NOTE-
t1
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were t# # t ## Detail
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Son 1 Son MF TC =425.4
11(a), & 13 of Table A thererit Field work was completed I March
\"NIIIIIIIII/
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) 12 Terra C?ttt tnv =4l i, 6
Undersigned further certifies that this plat was drawn under my supervision
_i
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_
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8 1
Inv-417.3 6
L-4603 or* Z
amended. Witness my hand and seal this 2.'bth day of MXI-e-ti 2012,
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4
Son #2 Son MH TC =435.01
By
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Son #3 Son MH, TC=425.46
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(W) 12'" Term Cana Inv--417.36
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Sim 'x4" Catch Eosin TC= 43c3,3
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Concrete Inv = 436.1}
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Sim Curb utter Inlet TC= 46{1.14
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(N) 36' Concrete Inv = €53.99
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r
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Concrete lnv=454.12
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Stn 3 Curb & Cutter Inlet TC =460.32
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(NW) 36" Concrete Inv - 454. 09
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er
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_.IU # r
Zoning information not provided by insurer.
SURVEY NOTE:
There areno existing buildings or party walls on the subject parcel.
SURVEY NOTE-
t1
Professional Surveyor 603
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
Lt �
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11(a), & 13 of Table A thererit Field work was completed I March
\"NIIIIIIIII/
2012.
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Undersigned further certifies that this plat was drawn under my supervision
Z:
from an actual field survey; that the ratio of precision as calculated is
SEAL
1:10,000+; that this plat was prepared in accordance with G.S. 47-30 as
L-4603 or* Z
amended. Witness my hand and seal this 2.'bth day of MXI-e-ti 2012,
i
u00 MM
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W
By
Aa
Michael
Professional Surveyor 603
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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f f
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r..
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Ex. Signal Pullbox -_ j., Y, _ r d -t 1t �1,t Ex. Chain - -'- ,_ - - -'- - ---------------- - - - - -- /
,
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--
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'i' , - tits z, , r t,' EX ,rry - -(See Notes) , - ,_ __- ---- - - - - --
--
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,
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(TBR) '4 - - -- __ - -''- ----- - - - - --
\\ - } - n
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o fr , 'i r try t °.. - Seib U feC - - - -- r, - - -- _ ___- --- - - - - -- rn,
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Ex. 12" San. Ex. San. MH - ___ --- - - - - -- - _ -' __ -- - - - - --
' - P _ _
SAS Ex. Signal Pole rri "� -- '(� - - _ - - -- __ ,__ -- - - - - -_
>s
f.,
• _
AS ; ; r� , 1 j - - - - - -
�s Ex. Sign i, +.try - - - ____ - -_- _ __ - _ -- -- - - - - - - - - - - - - I F
.,, t
_ il - - _
(TBR) -? r �� Ex. Utility Pole -_ ,___ - - - - -- - - - - -- �- - _ _-- - - - - -- --- - - - - -- , AID
— � Ex. Comm. - - ____- - - - - -- - - _ - - -- o Baptist State I 11
' - - - -- _ ':;` - - _ _' _ -_ - -- - Convention of NC
Pedestal (TBRL) � - _ Ex. Tree - _ () 4/ , 5 � / _/ -'t - - - - -- _ -_ Coverage (TBR) - -_ - - - - - -- PIN 0773179571
\\\ - - ' / - - \` `\`
N � � / I� ' �� ' � Zoned: OI
O Ex. UGE (TBRL) - _ -- - - - - - - --
Ex. 15 Stm - : r ,I -- - - I " I- Typical
w 'I- , Use: T ical Office
Ex. Fiber Pullbox \ � r - - - - - �1�: DB 03015/0745
��� ��� FY, r 5.13 Ac. 1
Ex. Light (TYP) v' \ fix;' Rickey Edwards - . - - - -- - -------- - - - - -- - ° I I
r" y eK Gary S. and Jeanne G. Edwards
', �?' 4, - -- PIN 0773.09 -17 -5435 n' - - - -- -_ - - - - -- ----, I—
'I "' �`' -____- _ 41r,, -- - - Zoned• MXD ' __ --- - - - - -- ' r-- -I--•1
„
-- DB 14185/2557 'r _ - -- - - - -___
�' �' _____ ____ , x \
3.52 ac.
- _ "' _ _
11 J 4 (�
\\\, Q a\ " 1'1111 ' _ _ _ __ -___- x`S" '- ..:., ----------------------------
_ - - -_ -- �r M ___- --
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Ex
, - {' n9
Ex. Sidewalk (TBR)
`1
\\ \ , ___
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, �\ , ,\ \` , Ex. UGE (TBRL) � . ------------------ - - - - -- I I
_ - --
- - -� -- - Rip ap , -
h (TBR) ' % _a
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- - -- - --
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'� - Set
d _ Ex. UGE (TBRL) - - - -- - - - - -- -- - - -- - -- _ -' I I I I I Parking
I '; "t- I , I I� , , i
\ `';- - - - - -- - - - -- �' Ex. 36° Stm (TBR) - _ _ '-------- - - - - -- ___ - - - - -- :�'... L_ —
I - - - - -- - - - -- -`�_' - - -_ ----------- - - - - -- - - - -- /,,I6 Ex. Transformer
' _
a - - -- _ _ - -- - --
_, \\ � \, (2' j x. ur Ex. Sidewalk (TBR) Ex. UGE -- Ex. Light ___- I Ex. BFP
'\
--
\ . - -- - - „ ' - - ----- - - - - -- ----- - - - - -- - MID) -- E . 5 Sidewalk
\ �,, d? —a -r-- —Ex. R/W 15' Ex. Curb - - -- -- ------ - - - - -- - x
TBR Ex CATV ��
M - CA1V � �— E < . , �— a� — _ (TBR) e 1 . _ - - - -- - - -_ - -- _ _ _ - -- - - - --' Ex. R W
__ CATV y CATV —_ — E �, = —��-
\ �� `= ` CATV — CAN�Ta CATV�— CATV — —CAN — —� N88'53'44 "W (N88'53'52 "W) 390.58'
"' 0 = 6735'18" R = 181.99' '- ) - _ __= —_ -_ CAN
Ex. PVMT (TBR 7— --- -- -- _ _ _ - - - -- ___ — —_ _ -
o Ch.Brg. = N55'06 06 W (N55'06'14 "W) \ - ij ( -- - -- ----- —
Yu' � r_ ,r: Ex. PVMT
Ch = 202.45' Arc = 214.68 _ o 0 TBR) —
_ `�` Ex. Fire
Co CONVENTION DRIVE
N `�_ , `� ' i:,, l , 1
� (60' R/W) -+� WM— —W W Hydrant wM— —
.9 � _� M (Public) ,°� --,
-' Ex. Water
.. ' , I
T O _
M _ _ _ - -- — — - Valve ( ) E Water
TYP
N Ex. 12" Ex. 36” Stm Ex. Striping in _ f' �_ Valve (TYP)
0
Water Main I > a�
this area (TBR) _ > 1 , „ L. Ex. R/W ° o c ; Ex. 12
42' Ex. Curb ; - , °'t �' —Water Main
Cary Venture Ltd. (TBR) 111 w j w X'1
�.
•; o PTNRP Ltd. w
PIN 0773163696 - - -� _ -
° ,..............rl,
°° Zoned: GCCU
0 all
DB 13419/1333
67.76 ac.
N y
s,-
_x
11
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
LEGEND
=- 31 =30_ _
= Existing Contours
— —STM—
— Existing Storm Sewer
— SAN
— Existing Sanitary Sewer
WM
Existing Water Main
— —oHE—
— Existing Overhead Electric
E
Existing Underground Electric
00
Existing Tree Dripline
ID
Existing Curb & Gutter Inlet
a
Existing Storm Manhole
❑
Existing Storm Catch Basin
I,,
Existing Sanitary Manhole
R
Existing Hydrant
0
Existing Water Valve
0
Existing Water Meter
',
Existing Utility Pole
____)
Existing Guy Wire
#
Existing Light Pole
Q
Existing Gas Marker Post
I,
Existing Gas Meter
-11 ►
Flow Arrow
®
Inlet Protection
o
Drainage Divide
E
i
Sediment Fence
SF
Tree Protection
— —
— Proposed Limits of Disturbance
(TBR)
To Be Removed
(TBRL)
To Be Relocated
�?�. _•'•;.
Ex. Sidewalk
®
Ex. Curb to be Removed
Ex. Pavement To Be Removed
Ex. Striping To Be Removed
Ex. Tree To Be Removed
NOTES
1. Contractor to replace existing chain link fence as necessary
for utility installation.
2. Contractor to verify depth and location of all existing
utilities and shall be responsible for the proper disposal of
items shown and any items encountered onsite during
construction.
3. All construction shall conform to Town of Cary and NCDOT
Standards and specifications.
4. Existing tree coverage to be cleared onsite.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
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Intersection Ramp Enlargement
1 " = 10'
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Prop. 20'
Landscape Area
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Ex. Culvert O Proposed Parking p g
Ex. Walnut Creek -� Proposed Parking Signs
Vechile Access (Marking to not
\ to be constructed)
Town of Cary Greenway easement to include trail and 2' shoulder
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LEGEND
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NCDOT 848.06
1. All Internal roads to be private.
Individual Sitr Distance
Proposed Heavy Duty Pavement
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NCDOT 848.05
Proposed
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Proposed Sidewalk
C3
Directional Ramp
San
Sanitary
Proposed 10' Concrete
C4
Parallel Ramps
/
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Street -Side Trail (See Detail)
20' Landscape Area
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Island Ramp
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Concrete Pavers
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4. Proposed layout and building footprint are subject to modifications based upon final design. Any A
Prop. Light (TYP)
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Taper curb from 6 0 over 5
Pro Pedestrian Li ht (TYP)
Ex. Culvert O Proposed Parking p g
Ex. Walnut Creek -� Proposed Parking Signs
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\ to be constructed)
Town of Cary Greenway easement to include trail and 2' shoulder
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reenwa tra'Is or reenwa easements shall be co- located w'th'n an BMPs or stormwater
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\ v -H L` CONVENTION DRIVE ® Crossing Sign isD 240 ' Ex. CATV control devices or easements.
1 inch = 30 feet \ o a 23. All greenway trails shall have paved connection to roads.
U_ (60 R/W) Prop. Pedestrian 24. No shrub or tree plantings are allowed within the greenway easement.
------------ - - - - -- I
A \ N (Public) ® Crosswalk 25. The Town of Cary Greenway shall be constructed and inspected as part of the site work as part SCALE
a Prop Striping - - - - C5 of the infrastructure acceptance by the ToC Engineering Department.
------ - - - - --
-� 26. No utility surface covers /plates (i.e. waterline valve covers, blowoffs etc) shall be located within
ABBREVIATIONS C3 any public trail. 1" = 30'
Prop. Pedestrian HC /�/ _ / �\ j % _ 27. All public trails shall be located minimum 5' from the back of curb.
mm Ac Acres Stm Storm -Ex. R/W Crossing Sign
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NOTES A
CATV
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Concrete
Ex
Existing
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Ex. Ditch 1
1. All Internal roads to be private.
Individual Sitr Distance
Ltd.
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Prop.
Proposed
R
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R/W
Right -of -way
San
Sanitary
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2. All Sidewalks are to be 5' unless otherwise noted. H
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3. All dimensions are from face of curb unless otherwise noted. r
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4. Proposed layout and building footprint are subject to modifications based upon final design. Any A
changes greater than 10% shall require staff approval. x
x
/ 5
5. Building footprint shown shall not be considered final. Contractor to coordinate with architect for
latest building footprint prior to staking.
\ / 6
6. A 128 unit Life Care Community would generate 24 am and 36 pm peak hour trips using the ITE
' T
Trip Generation Guidelines. Since this would not exceed the 50 trip peak hour threshold as
required by our Adequate Public Facilities Ordinance (APFO), no traffic study is required for
rezoning or site plan.
1 7
7. Within the site triangles shown on this plan, no obstruction between two(2) and eight(8) feet in
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height above the curb line elevation or the nearest traveled way if no curbing exist.
8. All lighting shall meet Town of Cary codes of ordinances.
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I 8
9. All lighting shown shall be considered preliminary. Contractor to coordinate with Architect and /or 0
site lighting Engineer for type and location of site lighting. Any change and /or modification to the Q
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lighting schemes contained in this plan must be reviewed and approved by the Cary Planning
Department prior to installation. �
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Ex. 100' Buffer s
10. Contractor shall ensure all handicap spaces and walk landing areas do not exceed 2 percent
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11. No changes to any aspect of the site plan, including but not limited to, landscaping, grading, O
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building elevations (especially colors) lighting, or utilities will be made without the approval of the v
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Development Review Group of the Department of Planning and Development.
12. The site shall be stabilized and seeded prior to the issuance of certificate of occupancy z
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26.5 :
13. All above - ground equipment and facilities associated with on -site electric, cable, telephone, gas o
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or other similar utility shall be located to the side or rear of the site and be screened, to the N
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extent practical with evergreen plants, Plantings shall allow a minimum of five feet of clearance
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around the structure with ten feet of clearance on an side containing a door in order to allow o
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access for maintenance. The amount of clearance shall account for the size of the plant material
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at maturity. �
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14. Sin permitting is a separate approval process and has not been reviewed or approved with this
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site Ian. A Master Sin Plan shall be approved b the Planning Department prior to recordation
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of lots within the development. alt. A Master Sin Plan shall be approved b the Planning
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Department prior to issuance of a CO within the development.
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15. All construction must be performed in accordance with current town of Ca Standard
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Specifications and Details.
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stamped and signed b
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building permit plans.
:::::::Curb Cut =r=
17. The project may require a re- construction conference before the grading permit is issued.
...............
: : : : : : : : : : : : : : : : : :
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18. Separate building permits are required for retaining walls boardwalks bridges, dum ster
Prop 2
1
enclosures monuments signs or other accessory structures or elements.
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19. Unless explicitly specified in the notes on this site plan, the development of this project, including z
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an subsequent site Ions shall comply with the Ca Land Development Ordinance LDO and all
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applicable regulations or guidelines. In the event of a discrepancy between this approved site Ian W
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and the applicable regulations or guidelines and absent clarification or approval of such stated on
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sssssssssssssssssssssssssssssssssssssssssssssssssssssssssss:
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this site Ian or other related approval, the applicable regulation or guideline shall apply.
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21. All dum ster and cardboard recycling locations will be screened from off site views.
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22. Where existing vegetation fails to function adequately as required, i.e. buffer type A B C and
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100' Thoroughfare Corridor Buffer) the Cary Site Inspector reserves the right to require
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supplemental plantings in addition to those shown on the planting Ian based on actual field
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23. All exterior site lighting will be designed to prevent off -site glare.
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24. The size of the planting area and size of plant material at maturity shall allow for 2.5' bumper
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overhang from the back of curb. z
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25. No tree shall be located within a roadway right-of-way or within 5' of a sidewalk. w
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26. All tree protection fencing shall be maintained until all site work is completed. The fencing shall z
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be removed prior to the final site inspection for the certificate of occupancy (CO).
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27. All vehicular use areas drives and parking areas shall be screened from off -site views.
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28. An unused driveway must be closed in accordance with the Town of Ca 's driveway ordinance.
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29. All vent pipes, etc. extending above the roof surface must be painted a color that blends with
Use: Typical Office
the roof color.
DB 03015 0745
30. To minimize damage to existing trees near the interior edge of buffers and streetsca es the
5.13 Ac.
contractor shall cut minimum 2' trenches along he limits of disturbance so as to cut rather
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than tear, roots;
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9
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31. The tree protection fence shall be maintained on the site until all site work is completed and the
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final site inspection prior to the certificate of occupancy s scheduled. The fencing shall be
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removed prior to final site inspection for the CO. G
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Contractor to replace existing chain link fence as necessary for utility installation.
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33. Retaining walls that are located near public streets and are within the zone of influence of the -
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roadway system i.e. supporting an art of the roadway system; road sidewalk utilities etc will
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need to be desi designed and constructed as cast in lace concrete retaining walls. a
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................ .:.: 18 I
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34. All signage shall meet the requirements as set forth by the MUTCD manual
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(TYP) (TYP) I
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GREENWAY CONSTRUCTION NOTES a
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1. Trail shall be constructed per plans and according to all other pertinent details and
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specifications.
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2. Contractor to confine construction activity within limits of construction.
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Accessible Route sign W
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3. Clearing limits shall be approved by Landscape Architect /Engineer prior to construction. �
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w/ right turn arrow I
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4. Contractor shall retain a registered surveyor to stake centerline of the trail as shown on the m
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R7 -ACCRT 18 "
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Layout Plan. The trail is to be staked at 50' intervals in the field.
Prop. 2' I
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5. Staked centerline of the trail is to be approved by Landscape Architect prior to construction.
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6. Erect tree protection fence along limit of construction for ins ection b Town of Ca r
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7. Install required erosion control measure prior to construction. _
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8. Contractor to call for utility locations rior to construction. F
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Trails that do not incorporate a 2' wide grassed shoulder capable of being maintained with a L
6
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standard lawn mower will not be accepted by the Town.
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10. Proposed pavement shall meet existing pavement flush.
(3
: : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : :
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11. Trail to exhibit 2% cross slope towards creek or low area. c
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. : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : . . . . . . . . . . . . . . . . .
12. Side slope shall be 3:1 maximum and 2% minimum slope except where otherwise noted.
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13. All disturbed areas shall be seeded per specification.
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14. Grade side slopes and adjacent ground to drain. Ensure that there is no standing water on the a
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uphill side of the trail. Install diversion ditch as needed to direct water to culverts. o
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15. Additional culverts will be added as needed during construction to prevent erosion and slick spots o
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on greenway trail. °
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16. Drainage culverts shall be concrete and have a flared end section on both ends. A class B
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rip -rap dissipater with filter fabric shall be installed at the pipe out -flow. =
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17. Trees shall be limbed up a vertical distance of 10 feet from the forest floor, within 5 feet from t
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the outside edge of the trail. Remove dangerous tree limbs hanging over trail as directed by 3
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landscape architect. Dead trees that present a danger to pedestrians utilitzing the trail shall be �
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for 8' -10 Bench _ - - - r
removed during construction. H
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18. The Town of Cary Engineering Inspector shall proof roll greenway trail prior to placement of a
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fabric and 6" of crushed stone. The trail will shall also be proof rolled prior to paving. A c
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minimum of 97% compaction is required. °
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19. AII trails that intersect with a curbed road shall have either a Town of Cary, driveway apron or w
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HC Ramp as specified by PRCR Department.
•_.•._.•_.E_.•.. • • • •E.••.•.• E
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20. All trails that intersect with roads or parking Itos shall be secured with standard gates or D
DATE
....... ...............................
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bollards as specified on the plan.
- - -
- - 2
21. The edges of paved trails shall be a minimum of 4' from the edge of any raised manhole. F
February 7, 2013
_________________ - w-. - C5 I .. _r'. . ....... _ _ Ex. Light (TYP) 9 Y 1 9 Y 1 1 Y
\ v -H L` CONVENTION DRIVE ® Crossing Sign isD 240 ' Ex. CATV control devices or easements.
1 inch = 30 feet \ o a 23. All greenway trails shall have paved connection to roads.
U_ (60 R/W) Prop. Pedestrian 24. No shrub or tree plantings are allowed within the greenway easement.
------------ - - - - -- I
A \ N (Public) ® Crosswalk 25. The Town of Cary Greenway shall be constructed and inspected as part of the site work as part SCALE
a Prop Striping - - - - C5 of the infrastructure acceptance by the ToC Engineering Department.
------ - - - - --
-� 26. No utility surface covers /plates (i.e. waterline valve covers, blowoffs etc) shall be located within
ABBREVIATIONS C3 any public trail. 1" = 30'
Prop. Pedestrian HC /�/ _ / �\ j % _ 27. All public trails shall be located minimum 5' from the back of curb.
mm Ac Acres Stm Storm -Ex. R/W Crossing Sign
BFP
Backflow Preventer
CATV
Cable TV
Conc.
Concrete
Ex
Existing
FFE
Finished Floor Elevation
ISD
Individual Sitr Distance
Ltd.
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Prop.
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San
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SWM Stormwater Management -�- _o_ �� -o I/f
TBRL To Be Relocated g Cary Venture Ltd. I - /�i \�- ° - H� -Ex. R W -
See Details Sheet 18 - 25, 41
PTNRP Ltd. X X / - tf '; �11111►�� JOB NO.
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UGE Underground Electric PIN 0773163696 _ _ _ J \v/ U.1
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A Delta DB 13419/1333
f Plus or Minus
67.76 ac.
# Number
Degrees
Feet or Minutes
" Inch or Seconds
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Cary Project n 12- SP -O47 4 $' MECHWART
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HTE #: 13 -0672 ' = c7 ' . HAMBLETON &.•
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Approved by The Town of Cary No. F -1016 Q,
Development Review Committee. ;�••• •ti: SHEET
11111 4/41
Planner ; Date �_ '

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CARY TOWNE
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(R/W Varies)
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
51' -6"
MATCH
12' -0" 12' —O" EXISTING
EXISTING EXISTING GRADE
EXISTING LANE LANE 4, VARIES 5 MATCH
MEDIAN EXISTING
•
-- - - - - -- GRADE
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-------- - - - - --
,-- - _3OSED ��_
3,• S/W
EXISTING PAVEMENT PROPOSED
DITCH
SIDEWALK SECTION
Not To Scale
51' -6"
FUTURE PAVEMENT SECTION
Not To Scale
NOTE:
Contractor to make every effort to save existing trees along Cary Towne Blvd.
Contractor to coordinate with inspector for tree removal.
NOTE:
All traffic control shall be per NICDOT Standards and Specifications
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
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MATCH
12' -0" 12' —O" EXISTING
EXISTING EXISTING GRADE
EXISTING LANE LANE 4, VARIES 5 MATCH
MEDIAN EXISTING
•
-- - - - - -- GRADE
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-------- - - - - --
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EXISTING PAVEMENT PROPOSED
DITCH
SIDEWALK SECTION
Not To Scale
51' -6"
FUTURE PAVEMENT SECTION
Not To Scale
NOTE:
Contractor to make every effort to save existing trees along Cary Towne Blvd.
Contractor to coordinate with inspector for tree removal.
NOTE:
All traffic control shall be per NICDOT Standards and Specifications
GRAPHIC SCALE
0 10 20 40
1 inch = 20 feet
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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STRIPING LEGEND
Sheets 1 & 2
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See following NCDOT Standard
Drawings
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STRIPING LEGEND
Sheets 1 & 2
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LL
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Lane Line, 16"
1205.08
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Existing
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Lane Line, 16"
Righ Turn From Stop
I--I
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SHEET
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=> 240'
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- --
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See following NCDOT Standard
Drawings
for Striping
1205.01
Sheets 1 & 2
1205.02
Sheets 1 & 2
1205.05
Left Turn From Stop
1205.08
Sheet 1
1205.09
1.47(25mph)(8.Osec.) =294' =>
Note:
All traffic control shall be per NCDOT Standards and Specifications
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Intersection Site Distance (ISD)
Calculations
ISD= 1.47 Vma jor Tg
Posted Speed Limit = 20
mph
Design Speed = 25
mph
Left Turn From Stop
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0.5 sec. added for crossing additional lane
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295'
Righ Turn From Stop
I--I
W
tg = 6.5 sec.
SHEET
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=> 240'
1 +00 2 +00
GRAPHIC SCALE
0 10 20 40
Cary Project #: 12 -SP -047
1 inch = 20 fcct HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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X51.5 ♦ �' 3.52 _ -- 0.61 AC Ex. - - -- -------------- - -- - -- -
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GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
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- - -- - - - -- -- Prop. 36 Stm -- ------------------ - - - - -- -------- - - - - -- -- - i Ex. Parking
- 453 - - - - -- - - - -�� Lot
♦ � Ex. 36' ,- - - - ---- - - - - -- - - -- n rmer -
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A = 67'35'18" R - 181.99' �' Sidewalk �- ����� -CAN - Hydrant
- --
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„ Cary Venture Ltd. Ex. R/W L
N 078
P 73163696
Zoned: GCCU
DB 13419/1333
67.76 ac.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
EROSION CONTROL LEGEND
- Flow Arrow
Temporary Diversion Channel
_-- _ - ' -_ - =- - Tributary Area
Proposed Limits of Disturbance
�SF Proposed Silt Fence
O - Silt Fence Outlet (see details)
Proposed Basin Baffle
(jute or coir mesh)
X X - Proposed Tree Protection Fence
El- Catch Basin Inlet Protection
® - Curb Inlet Protection
- Stablilized Construction Entrance
- Emergency Spillway
(line with erosion control matting
North American Green SC -150 or
equivalent)
Q-� - Check Dam
Proposed Area of Disturbance, Phase 1 - 1.935 Acres
Proposed Area of Disturbance, Total - 4.28 Acres
PHASE 1 CONSTRUCTION SEQUENCE
1. Tree protection fence and silt fence to be installed prior to issuance of grading permit.
2. Obtain grading permit
3. Relocate existing electric line through site.
4. Install remaining erosion control measures as necessary to complete phase 1
5. Obtain certificate of compliance through on -site inspection by erosion control officer.
6. Obtain grading permit.
7. Clear site.
8. Install retaining wall #1. As wall is being built contractor to utilize diversion ditch behind wall to
divert flows to sediment basin #1.
9. Clean sediment basins when one -half full
10. Establish permanent groundcover will be established in 15 working days or 90 calendar days,
whichever is shorter. All slopes must be stabilized within 15 days.
11. Maintain soil and erosion control measures until permanent ground cover is established.
PHASE 1 EROSION CONTROL NOTE
1. Refer to sheet 3 for trees to be removed.
2. Contractor to minimize impacts to existing trees where possible.
3. See Erosion Control Details on sheet 18 -25
4. This project is locate in the Neuse - Walnut Creek watershed.
5. To minimize damage to existing trees near the interior edge of buffers and streetscapes. The
contractor shall cut minimum 2' trenched along the limits of the disturbance, so as to cut, rather
than tear roots.
6. riser structures and barrels must be on site before the grading permit is issued.
7. the tree protection fence shall be maintained on the site until all site work is completed and the
final site inspection prior to the certificate of occupancy (CO) is scheduled. The fencing shall be
removed prior to final site inspection for the CO.
8. Permanent ground cover shall be established in 15 working days or 90 calendar days, which ever is
shorter.
9. Cut and fill slopes shall be stabilized within 15 days of any phase of grading.
10. All slopes 2:1 and steeper shall be stabilized with permanent slope retention devices or suitable
combination of planting and retention devices, Slopes greater than 3:1 shall be stabilized with turf
grass (E.G. grasses that need to be mowed) but with other permanent ground cover such as
weeping love grass (eragrostis curvala), low junipers etc. no permanent overhead spray -type
irrigation is allowed on slopes greater than 2:1, unless allowed by planning director.
11. Streets in front of the project shall be kept clean at all times or wash station will be required.
12. All retaining walls over 30" in height and steep grade changes at a 1:1 ratio or greater which are
located within 5 feet of the sidewalk or other constructed system designed and placed as to direct
public pedestrian traffic or provide vehicle access or parking which would attract or facilitate public
pedestrian traffic shall include guard rails or other acceptable fencing /barricade measuring a
minimum 42" in height. Guard rails shall be constructed with intermediate rails or ornamental
closures with no opening larger than 4" apart. Residential or commercial lawn areas and similar
landscaping may be, at the discretion of the zoning compliance officer, be considered as public
pedestrian traffic areas. see fence details, Sheet 41.
13. Retaining walls to be design / build by contractor.
TEMPORARY SEDIMENT BASINS
Sediment Basin #1
Drainage Area = 1.70 ac
Required Storage Volume (1.70 ac *1,800 cf) = 3,060 cf
Provided Storage Volume = 11,083 cf
10 -yr Q = 9.82 cfs
Required Surface Area (9.82 cfs *325 sf) = 3191 sf
Provided Surface Area at Dewatering Volume Elev. = 3713 sf
Dewatering Orifice = 2" Faircloth Skimmer (1.75" orifice)
Sediment Basin #2
Drainage Area = 0.61 ac
Required Storage Volume (0.61 ac *1,800 cf) = 1,098 cf
Provided Storage Volume = 3,560 cf
10 -yr Q = 3.47 cfs
Required Surface Area (3.47 cfs *325 sf) = 1126.3 sf
Provided Surface Area at Dewatering Volume Elev. = 1,958 sf
Dewatering Orifice = 2" Faircloth Skimmer (1.5" orifice)
PHASE #1 - BASIN #1
Area To Sediment Basin = 1.70 Ac.
JOB NO.
Volume To
Be Detained = (1.70 Ac)(1800
cu.ft /Ac) = 3,060 cu.ft.
�O
Basin Volumes
co
Elevation
E
Square Footage (ft?)
L=
Volume (W)
446
3,713
3,469
445
3,225
2,971
444
2,716
2,521
443
2,326
2,122
442
1,917
Total 3,560
Volume of
Basin = 11,083 ft3
Total 11,083
Volume To
Be Detained < Volume of Basin
3,060 cu.ft. < 11,083 cu.ft.
PHASE #1 - BASIN #2
Area To Sediment Basin = 0.61 Ac.
JOB NO.
Volume To
Be Detained = (0.61 Ac)(1800
cu.ft /Ac) = 1,098 cu.ft.
�O
Basin Volumes
co
Elevation
E
Square Footage (f?)
L=
Volume (ft3)
451
1,958
1,691
450
1,423
1,172
449
921
697
448
472
W
Volume of
Basin = 3,560 ft3
Total 3,560
Volume To
Be Detained < Volume of Basin
1,098 cu.ft. < 3,560 cu. ft.
oQow
API - Appling fine sandy loam, 2 to 6 percent slopes
AsC2 - Appling fine sandy loam, 6 to 10 percent slopes
AsB - Appling sandy loam, 10 to 15 percent slopes
Note: To the best of our knowledge the presence of existing
wetlands onsite does not exist.
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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JOB NO.
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MC HAMBLETON & i -6
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8/41

EROSION CONTROL LEGEND
-
- Flow Arrow
Volume To Be
- Temporary Diversion Channel
-
- Tributary Area
- - - - - - - - -
- - Proposed Limits of Disturbance
�SF
Proposed Silt Fence
O
- Silt Fence Outlet (see details)
446
- Proposed Basin Baffle
2,397
445
(jute or coir mesh)
-X-X-
- Proposed Tree Protection Fence
1,631
- Catch Basin Inlet Protection
®
- Curb Inlet Protection
Stablilized Construction Entrance
- Emergency Spillway
(line with erosion control matting
North American Green SC -150 or
equivalent)
- Check Dam
�Ex. Culvert
00 ♦ Ex. Tributary
/ / / ♦ / %` ♦
-to Walnut
/ ♦ 00 /' / ♦ ♦ ;Creek
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Pole -_ _ - Ir , -- '' �_- _ - - -- -_ -I__ - -- Baptist State
-_ Convention of NC
lit-
Prop Tree \- - - "" - - - -- - - - -- -_ - PIN 0773179571
Protection Fence Ex. Utililty / _ a C r
Pole' `` - - - -- -- - f _ - -r - I
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Use: Typical Office
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Ex. 15 ° 'AsC s 5.13 Ac. 1.39 Acre
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\ `- PIN 0773.09 -17 -5435 _ -- - - - - - -- m
_ Zoned: MXD <, _ - -- 52 - -- - -- - m
DB 14185/2557 I - - - -- - -- - --------
II _3.52 ac. a,' 15 =' _ -- F- - - - -- �T
4
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Ex.:: - - - - - -- - - - - --
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Sidewalk \ __ / - 123 Y2 5 11
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0.66 Acres 10 14� ` - - Pro 2"
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�- - ` �- - �S Hydrant
D = 67'35'18" R = 181.99' ��� �` Ex. Water Ex. Light
\ _ Ex. 12
y Ch.Brg. = N55'06'06 "W (N55'06'14 "W) \ _ ,- - �� CONVENTION DRIVE alv _) (Typ) W'M.
3 Ch = 202.45' Arc = 214.68' \ - -�� Ex. 12 0 - o. ,
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NCary Venture Ltd. Ex. R/W - - - - w - -= � � L I JX
PTNRP Ltd.
a PIN 0773163696
U Zoned: GCCU
DB 13419/1333
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Proposed Area of Disturbance, Phase 2 - 4.28 Acres
PHASE 2 CONSTRUCTION SEQUENCE
1. Begin mass earthwork operations
2. Install proposed retaining walls, except as necessary to install proposed storm sewer at sediment
basins.
3. Install sediment basin #3
4. Modify sediment basin #1. Once adjacent retaining wall has been constructed
5. Obtain certificate of compliance through on -site inspection by erosion control officer.
6. Install proposed utilities.
7. Upon stabilization of site contractor shall coordinate with on -site erosion control officer as to when
the sediment basins may be finalized.
8. Clean sediment basins when one -half full
9. Establish permanent groundcover within 15 working days or 90 calendar days, whichever is shorter.
all slopes must be stabilized within 15 days.
10. Maintain soil and erosion control measures until permanent ground cover is established.
11. Upon stabilization of site contractor may remove temporary pipe from structure 20 to 2 with
approval from inspector.
12. Request final approval by erosion control officer.
13. Remove soil and erosion control measures and stabilize these areas.
PHASE 2 EROSION CONTROL NOTE
1. Refer to sheet 3 for trees to be removed.
2. Contractor to minimize impacts to existing trees where possible.
3. See Erosion Control Details on sheet 18 -25
4. This project is locate in the Neuse watershed.
5. To minimize damage to existing trees near the interior edge of buffers and streetscapes. The
contractor shall cut minimum 2' trenched along the limits of the disturbance, so as to cut, rather
than tear roots.
6. riser structures and barrels must be on site before the grading permit is issued.
7. the tree protection fence shall be maintained on the site until all site work is completed and the
final site inspection prior to the certificate of occupancy (CO) is scheduled. The fencing shall be
removed prior to final site inspection for the CO.
8. Permanent ground cover shall be established in 15 working days or 90 calendar days, which ever is
shorter.
9. Cut and fill slopes shall be stabilized within 15 days of any phase of grading.
10. All slopes 2:1 and steeper shall be stabilized with permanent slope retention devices or suitable
combination of planting and retention devices, Slopes greater than 3:1 shall be stabilized with turf
grass (E.G. grasses that need to be mowed) but with other permanent ground cover such as
weeping love grass (eragrostis curvala), low junipers etc. no permanent overhead spray -type
irrigation is allowed on slopes greater than 2:1, unless allowed by planning director.
11. Streets in front of the uired. j
roect shall be kept clean at all times or wash station will be re
P P q
12. All retaining walls over 30" in height and steep grade changes at a 1:1 ration or greater which are
located within 5 feet of the sidewalk or other constructed system designed and placed as to direct
public pedestrian traffic or provide vehicle access or parking which would attract or facilitate public
pedestrian traffic shall include guard rails or other acceptable fencing /barricade measuring a
minimum 42" in height. Guard rails shall be constructed with intermediate rails or ornamental
closures with no opening larger than 4" apart. Residential or commercial lawn areas and similar
landscaping may be, at the discretion of the zoning compliance officer, be considered as public
pedestrian traffic areas. see fence details, Sheet 41.
13. Retaining walls to be design / build by contractor.
TEMPORARY SEDIMENT BASINS
Sediment Basin #1
Drainage Area = 1.39 ac
Required Storage Volume (1.39 ac *1,800 cf) = 2,502 cf
Provided Storage Volume = 7 944 cf
9 •
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10- Y r = 8.02 cfs
Required Surface Area (8.02 cfs *325 sf) = 2,606.5sf
Provided Surface Area at Dewatering Volume Elev. = 2,768 sf
Dewatering Orifice = 2" Faircloth Skimmer (1.75" orifice)
Sediment Basin #2
Drainage Area = 0.66 ac
Required Storage Volume (0.66 ac *1,800 cf) = 1,188 cf
Provided Storage Volume = 3,560 cf
10 -yr Q = 3.50 cfs
Required Surface Area (3.50 cfs *325 sf) = 1,138 sf
Provided Surface Area at Dewatering Volume Elev. = 1,958 sf
Dewatering Orifice = 2" Faircloth Skimmer (1.5" orifice)
Sediment Basin #3
Drainage Area = 0.53 ac
Required Storage Volume (0.53 ac *1,800 cf) = 477 cf
Provided Storage Volume = 3,839 cf
10 -yr Q = 3.05 cfs
Required Surface Area (3.05 cfs *325 sf) = 991.25 sf
Provided Surface Area at Dewatering Volume Elev. = 1669 sf
Dewatering Orifice = 2" Faircloth Skimmer (1.25" orifice)
PHASE #2 - BASIN #1
Area To Sediment Basin = 1.70 Ac.
Volume To Be
Volume To Be
Detained = (1.70 Ac)(1800
cu.ft /Ac) = 3,060 cu.ft.
Elevation
Basin Volumes
Volume (ft3)
Elevation
Square Footage (ft2)
450
Volume (ft3)
446
2,768
2,397
445
2,026
1,829
444
1,631
1,434
443
1,236
1,066
442
895
752
441
608
466
440.8
557
Be Detained < Volume of Basin
Volume of Basin = 7,944 W
Total 7,944
Volume To Be
Detained < Volume of Basin
2,250 cu.ft.
< 7,944 cu.ft.
PHASE #2 - BASIN #2
Area To Sediment Basin = 0.61 Ac.
Volume To Be
Detained = (0.61 Ac)(1800 cu.ft /Ac) = 1,098 cu.ft.
Be Detained = (0.61 Ac)(1800
Basin Volumes
Elevation
Square Footage (f?)
Volume (ft3)
451
1,958 1,691
450
1,423 1 172
449
921
448
472
Volume of Basin = 3,560 W Total 3,560
Volume To Be
Detained < Volume of Basin
1,440 cu.ft.
< 3,560 cu. ft.
PHASE #2 - BASIN #3
Area To Sediment Basin = 0.61 Ac.
JOB NO.
Volume To
Be Detained = (0.61 Ac)(1800
cu.ft /Ac) = 1,098 cu.ft.
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Basin Volumes
00
Elevation
Square Footage (f?)
Volume (fe)
450.8
1,669
1,189
450
1,304
1 138
449
971
) C
448
687
683
446.8
451
-
Volume of
Basin = 3,839 fe
Total 3,839
Volume To
Be Detained < Volume of Basin
900 cu.ft.
< 3,839
w
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APD - Appling fine sandy loam, 2 to 6 percent slopes
AsC2 - Appling fine sandy loam, 6 to 10 percent slopes
AsB - Appling sandy loam, 10 to 15 percent slopes
Note: To the best of our knowledge the presence of existing
wetlands onsite does not exist.
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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• ' MECHWART
rn HAMBLETON & i -6
TILTON, INC.
�!�:• No. F -1016 Q�
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55.58 RIM 455
/,-
456.1
456.0` VMT / - --
456.0 6.0
PV .......................... .... 3 45 58 -
�i► 455.8 PVMT 12
A PVMfi 45 455.48 / / - --
, �
5.82 T / - --
r; ~-
RIM 456.0 �" / Culvert
455,75 - " 5 455.8 / / /" / /� /
t/ -
.- --- Walnut Creek
RIM
5 .20 -- y .................. ................... .......................
Handicap Parking Enlargment Handicap Parking Enlargment
Ex. Ditch
-- - - - - -- '
Prop. 20' -
/� / E Landscape Area
_ -- --� - - - -- - - - -- - -- „/ Inv. =429.5 -
Ex. Light (TYP) / / --------------- - - R�w
/ SOS / - - - -- --- - - - - -� - / -- - _ - t \
\ rop. 36" S m',
/ L _
� 5
o
O
c•
-
"
\ -
- TW =447.0
-
r _ - _ _ BW- 433.0. Ex. 100' Buffer
c - - - - - - -- - - - - -- - - - - - -- - -- _ - - -- - --------
'Prop. 6" �-� > --
/ / San Serv. - -- 47 3\ - - - - -- -- - -- 1-33----
Zn
y // •t' / - - _" / _ - - rop. 21 - - - - --- -- yh.
- - - - -- - _ - - -- --
12 Stm ----- Prop. Van _ -- - -- - -- 7
Garag ` - -- - - - - --
1719 S.T. /\/ / /' - - - - - -- �' -- -- --- - - - - -- - - - - - - -- 20 - - -- - e 9 _ - - -
-
LOG =446.8
BMP 1 - - -- -- _ -------- ------ - - - - -- - - - - --
/ - - - -- -
Ex. Curb. -- % / - -- - -- - - - -- -------- - - - - -- - r
� � � - -- - =447.0 •F• - - - - -- ---- - - - -�- -- m rrFf.:
- -- Ex. Striping <�
=' ,- - -- -- - -- - -- - - - - -- - - - -- - "i. - .
1
�r --- - - -
Ex. EOP - - - -- - - -- - �a
Pro 20' _ _ Curb Cut ,.1. ,. -- - ---- -____- "
/ Ex. UGE - , "- " P op i i. 'i . 47.3
Pr 5
- -" Landscape Area' - - - - -- -------- - -4 = >, - - -- �- ?f" p. 15" ,_,
St •' •'•
t - - �.. - 447 6 PVMT ; ;• TW =456.2 _- 1.1..1.1..4 k
BW =449.1 _ - - - - - -- -
Prop. Double Ramp - - --
o - ;�.� -- .l►. 47.9" -v•k• -r,� ��' /
r =,
r•
- r
- r
,r- f• -
i n
_ /
Ex. Li ht TYP -- - - -- � ----- - - - - -- - -- --
9 ( ) ,' ". , � > -..:1 '� _" /' ,, �'� �'�, - -- - -- - - -- - Prop 15 Stm - -� N - --
W 454. 456 7 .
4 - -
Y.
Ex. Signal Pullbox ..YS ;.'. - - - -- -
---
- -- TW =456.3 - - - 8..
-" .r � -- - - - -- 5.9 `17 56 5- --456. �`. „1 -1•- � '.�4 -_ 448 8
-- F - -
Ex. Signal Pole "_- '�x, '�_ -___ __ _ .:;- -- _ ,..., ..,./ - '•.•1• -
g - - - - -_
- - -- et - TW -456.4 _
BW 450 3
°4
56 3 "
„ -- 455.6s - _ 457.0 , .. PVMT_ - - - - --
Prop. 6 _ " ,� ?C . 5.5 BW -453.4 457.0 449.1, ..
- _ - - -- - ,.1.
o - -
- San. _ _ - - -
S �- - - _�� _ - RIM , � Prop.
_ co _
- - �` -- - � - - - PVMT
- - - '. _ --
} o 456.2 �.'.'� i.'. -- -449.1 Garage (, ,
SA - `- - 456 9 - -456.9 " " " 1302 s.f.
�gpg _ Ex. Utility - .455 _ -- _ -
_
PVMT
0 - _ - - -- - - -_ - -Pole �.
I
TW -455.5 _ - - -- _ "" - _ _- -- - - -__ _ - - - - - -- - -
/ _ -456.1 PVMT TW =452.0
BW =455.5 56' ' BW -451.0
-457 - 449.9 _ _ _ Baptist State
-456.3 TW =456.0 - - _, -- - - -- - __ - Convention of NC
�� BW =451.5 --- __ - - - -__ Proposed Cary Retirement - _ i 45 . - -- {3 450.4 - PIN 0773179571
Ex. Fiber Pullbox Residence " - __ - ? ?? " - �_/ Zoned: OI
34,510 S.F. "- i - -- - -
Ex. UGE (TBRL) / _ Four Stories Y7 I 451.0 45 TW -455.0 Use: Typical Office
DB 03015/0745 /
TW =455.0 - First Floor = 457.0 _- RIM _ _ 4509 _ BW =451.5 5.13 Ac.
Ex. Light (TYP) \ ��55. BW =455.0 Second Floor = 467.65 _ 456,1 "� _ 4 7 - - - -- -
-1� ��� \ / - - Third Floor = 478.29 - "" _ - -- - - --
Ex. CATV _
-- Fourth Floor = 488.94 - - - - -- I- -
'456.3 -- - _ _
\�
1 Rickey Edwards _
Gary S. and Jeanne G. Edwards -- - - - -- _
l -- -- - - - - -- - --
\. PIN 0773.09 -17 -5435 E --- - - - - --
456.3. � ,�
R[M Zoned: MXD 456.3" - -- V) _
TW =455.0 X.:456.8 457.Q .. TW =460.0
\ \ -- 456. _ DB 14185/2557 "-457 0 Xca I _ lo --- ---- - - - - -- BW =454.0
BW= 455.0 - - - -- - -- _ M - - - -- --
4 6. 3.52 ac. RI _
TW =456.4 456 2 455.
BW 450.4
-- �: - o - - -- - - - - --
- - 457.0 -
\\ � ,... , ' _ • � =456.5 - "- _ a-
4 �
,. o m
B 454 7., 9 ^0 '4' 0 0 BW - -
�.. � 5 �- Y3 ' r -� 45 - - - -- --
NPDES STANDARD NOTES
1) Ground Stabilization*
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Perimeter dikes,
1.84 cfs
10 - Year
swales, ditches
7 days
None
and slopes
,
Planting Rate
High Quality Water
7 days
None
(HQW) Zones
10'
8'
A
CLASS B
If slopes are 10'
Slopes steeper
7 days
or less in length
and are not
than 3:1
Tall Fescue and -Browntop Millet
steeper than 2:1,
10'
10'
14 days are allowed
Slopes 3:1 or
CLASS B
7 -days for slopes
flatter
14 days
greater than 50
mow/
iii
feet in length
None
All other areas
(except for
with slopes flatter
14 days
perimeters and
than 4:1
HQW Zones)
Y - -- - - -- RIM fl q:. RIM 456. o E 457. - -- m Ex.
45 .8 5Fj.0� 456 3
- 41 -1 In Building
Y4 _ 9
- - - -- - --
.:.. -, _ ' 456.7 �..,`S` 1
4M � - - -
.-4 6.3-
3 ;;:.
456 2 � 4
,�;•:., Pro 12 Stm,
--
�.. ,. :.:- :.,.:,.. RIM P•
456: , ,.... ,. ... ,....,
4 ,. 14 �
� ..: , ...,... � , <. ,: ....... ....... 45,6.
\ -,
R1M � �' PVMT RI ' 4�6.$'' �.. , , �c 4
9
-- - - - -' 456
,456.E � �, . 4 6100 45,7` r -- - - - - -- TW =464.0
,
ro - BW -450 8
2 1
4 61
_
:. 45 5 � .�; ..
m 11 - 56.0
%458 � � .3 �� ' TW2 4
❑,' 4, 6 1 Pro 12 St �,
0Q•
i
_ 5 w:> 456. 4 19
55.1, 455.2
,
i
RIM -
�^ m
BMP 3 / � '�. -__ � �� �.......�..... 15" � _, BMP 2
6.20 `Prop ' WM .. ............... ...... Prop. ^ ..... TW =467.5
....... - - J
FE rop. 15 Stm 6 -4 7.5 459. Pro Wall, ' ��1►'
4 O 459.0 456.8 455.9 FES3 BW =450.8
op. 15 Stm - - w Ra O - - - --
\`' 3.8 ' - -- - - - -- 30' Se back / 456.0 5 - -- Inv.= 450.8 - Ex. UGE
-, 18 - -- - - -- __ - -4 7.0 _..: 1461,5 Prop. 36" Stm 456.1 - - - - -- -- -- 4y
\457 0 �� __ _ 4 6.2 - - -- _ -- _ - - Ex. Transformer
471 _ 564 __ --
........ - ---- - - - - -- - " - - - - -- -- 1 - - -- `. - - -
r ;, m - - - - - - - -- 465.1 ==
\ - - - - - -- - --
- ---- - - - - -- - - -- -
............. . _. - - -- --
--
A . E Ex. E -E - -Ex. R/W -
* "Extensions of time may be approved by the permitting _ _° a __ X3.6 _
authority based on weather or other site - specific \ - EX' - TW =462.0 TW= 463.5' �- - -
:u Ex. Curb Inlet 460.50 f �` Pro Ram TW =465.5 TW =466.0 TW =465.0 Ex. Light TYP -
conditions that make compliance impracticeable.° - BW =462.0 BW =458.5 -'`x P P 9 ( )
Note. Maximum running slope w --
f - BW =456.5
4; CONVENTION DRIVE BW =465.0
(Section II.B(2)(b)) to be 5% and max cross \ BW =460.0 Ex. CAN
ONSITE PEAK DISCHARGE AT HWl (POI)
Structure
No.
Pre- Development
Post Development
2 - Year
0.90 cfs
0.80 cfs
5 - Year
1.98 cfs
1.84 cfs
10 - Year
3.02 cfs
2.10 cfs
slope to be 2% for sidewalk - - - -' 60' R/W -
connection to multi -use path. \ ( ) ��, -
-�� (Public) Prop Pedestrian -
_ _ Crosswalk
Cary Venture Ltd\ - -- - - - - -- - - - -- � �- - "" /
PTNRP Ltd. Ex. 36" Stm ��--
PIN 0773163696 �- Ex. R/W
0 L
Zoned: GCCU
DB 13419/1333 w W �\\ X - Ex. R/W
67.76 ac. `
w
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
GRADING LEGEND
Pro Manhole
-107P Proposed Storm Sewer
Ex Manhole
Existing Storm Sewer
Pro Manhole
s�S Proposed Sanitary Sewer
Ex Manhole
Existing Sanitary Sewer
Prop
Prop Waterr- - "IHydr Fire
Valve ........ yd.rgnt..,..,... Proposed Water Line
920 Proposed Contour
-------- - - - - -- 920 ---- - - - - -- Existing Contour
i ST Proposed Headwall /Endwall
- - - - - - - Proposed 6" Perforated Under Drain
■ Proposed Catch Basin
■ Proposed Curb & Gutter Inlet
Rim= XXX.XX Proposed Top of Casting at Back of Curb
xxx.xx x Proposed Top of Curb/
Proposed Grade
Pvmt XXX.XXx Proposed Pavement Shot
-w= xxx.xx Proposed Top of Wall
BW= xxx.xx Proposed Bottom of Wall
ExRim= XXX.XX Existing Top of Casting
Ex
XxX.Xx X Existing Top of Curb
Ex PVMT
XXX.XXX Existing Pavement Shot
Underground Detention
GRADING NOTES
1. Existing Contours Provided From Survey by EMH &T.
2. All Proposed Contours and Spot Elevations are Finished Surface Grade.
3. Existing and Proposed Contours are at one to two feet Intervals.
4. No Soil Disturbance or Compaction, Construction Materials, Traffic, Trenching,
or Other Land Disturbing Activity Shall be Permitted Beyond Limits of Grading.
5. Coordinate all Curb and Street Grades in Intersection with Inspector.
6. Contractor Shall Coordinate Locations of all Borrow Pits and Topsoil Spoil
Areas with Developer. These Locations Shall be Inside Limits of Construction
Shown on Plan.
7. Owner Shall Employ the Services Of An Independent Testing Laboratory (ITL) to
Determine the Suitability of Soils for Intended use. Contractor Shall Schedule
These Services. Unsuitable Soils Shall be Undercut as Directed by the ITL,
Replaced, and Compacted with Approved Fill Material.
8. Approval of This Plan is not an Authorization to Grade Adjacent Properties.
When Field Conditions Warrant off -site Grading, Written Permission Must be
Obtained From Affected Property Owners.
9. All Cut Slopes are to be 2:1 Maximum Grade, Unless Otherwise Noted in
Plans or Details.
10. In Order to Ensure Proper Drainage, Keep a Minimum of 0.5% Slope on Curb.
11. Contractor shall ensure all handicap parking spaces do not exceed 2 percent
slope in all directions.
12. See Sheets 12 -13 for BMP details.
13. See Sheet 13 for Storm Sewer Data Table.
14. Contractor shall obtain retaining wall permits from Town of Cary prior to
construction.
15. All storm drain frames, grates, and hoods shall be stamped with 'brains to
River" in accordance with Town of Cary Standards.
16. Grading permit will not be issued until the Town of Cary has received
notification from the Ecosystem Enhancement Program or an approved
nutrient offset bank that a receipt has been issued to the developer and the
local government stating the nitrogen buy down has been completed.
17. The project will meet all of the requirements relative to Best Management
Practices and Engineered Stormwater Control Structures as outlined in the
Town of Cary Land Development Ordinance. (Chapter 4, Part 4.6 LDO)
18. Installation of HDPE pipe shall adhere to the specification of ASTMD2321 and
be certified b an engineer according to Town standards.
Y 9 9
33. Retaining alls that are located near public streets and are within the zone
9 P
of influence of the roadway system ( i.e. supporting any P art of the roadway
system; road, sidewalk, utilities, etc) will need to be designed and constructed
as cast in place concrete retaining walls.
NPDES Water Quality Protection - "High Density Option; Bioretention and Sandfilter
Note: See sheet 13 for retaining wall elevation for BMP's 2 and 3
g
Mar 1 - June 1 Sericea Lespedeza (scarified) 50 Ibs.tacre
and
Mar 1 - Apr 15 Add Tall Fescue 120 lbs. /acre
or
Mar 1 -June 3{} Add Weeping Lovegrass 10 Ibs.lacre
or
RIP RAP APRON TABLE
Structure
No.
W1
(at pipe)
W2
Tall Fescue and
**Browntop Millet or
­Sorghum-Sudan Hybrids
120 lbs./acre
lbs.1acre
Type
and Tall Fescue
M e
23'
Add Abruzzi Rye
16"
TABLE 04200
SHOULDERS, #
Slopes
# .
,
Planting Rate
6"
CLASS B
300 lbs./acre
4'
10'
8'
A
CLASS B
CURB CUT
Apr
ommon Bermudagrass
25 lbI
6"
Tall Fescue and -Browntop Millet
35 lbs./acre
RIP RAP APRON TABLE
Structure
No.
W1
(at pipe)
W2
Length
Depth
Type
HW1
9'
23'
20'
16"
CLASS B
FES2
4'
10'
8'
6"
CLASS B
FES3
4'
10'
8'
6"
CLASS B
CURB CUT
5'
10'
17'
6"
CLASS B
DITCH
OUTLETS
10'
10'
12'
16'
CLASS B
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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Ex. Culvert
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/
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Ex. UGE \
/ .
GRAPHIC SCALE
0 15 30 60
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N y
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M
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
GRADING LEGEND
Pro Manhole
JOB NO.
S7�
Proposed Storm Sewer
Ex Manhole
— —
Existing Storm Sewer
ON ON
0
Pro Manhole
says
Proposed Sanitary Sewer
Ex Manhole
00
No. F -1016
Existing Sanitary Sewer
Prop
Prop Waterr�- �� Hydr Fire
Hydrant.,....,..
.n •. Q�
Valve....
Proposed Water Line
920
Proposed Contour
-------- - - - - -- 920 ---- - - - - --
Existing Contour
–ST
Proposed Headwall /Endwall
— — — — — — —
Proposed 6" Perforated Under Drain
■
Proposed Catch Basin
■
Proposed Curb & Gutter Inlet
Rim= XXX.XX
Proposed Top of Casting at Back of Curb
xxx.xx x
Proposed Top of Curb/
w
N
Proposed Grade
PVmt XXX.XXx
Proposed Pavement Shot
c6
o
TW= xxx.xx
Proposed Top of Wall
BW= Xxx.Xx
Proposed Bottom of Wall
EXRim= xxx.xX
Existing Top of Casting
Ex
xxx.xx
Existing Top of Curb
X
Ex PVMT
XXX.XXx
Existing Pavement Shot
Underground Detention
GRADING NOTES
1. All Proposed Contours and Spot Elevations are Finished Surface Grade.
2. See Sheets 12 -13 for BMP details.
3. See Sheet 13 for Storm Sewer Data Table.
4. Contractor shall obtain retaining wall permits from Town of Cary prior to
construction.
5. Contractor to verify locations of downspouts with architectural plans. EMH &T
holds no liability in location discrepancies.
6. Unless inverts are otherwise noted, roof drains not labeled shall be 6" in
diameter with a minimum slope of 1% with a minimum of 1' of cover.
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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- ----- - - - - -- - -- t i
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- ` - - -"_- - 3 -AA _ 4 _ -------- - - - - -- I Prop. 305' of
- -- i 60 pipe
-- 448.7 - - -- 44 . -------- - - - - --
---- "--- - - - - -- -
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' -_ -"-
' -- - -- - -0 5. i
_ - - - - - -- - -- --
446 7 435 l 43 05
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----- - - - - --
- TW =456.2 - . 1. , ------ - - - -�- --
$TM(� BW =449.1 i. - - - - - -- -
STIA S11A1 i
�
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�• 456.7 .a - -- - - -- . �.--- •; - - - -- - - - --
4 - --
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Y5 1 1 , -
-_ -- 1 1 1 ------ - - - - -- - - - -- 448.8
1• 1 1 1 I
'1 1 '1
-IIgJS _ -
456.3 Proposed Cary 4510S.FentResidence - �' _' i 484 -- -- -- - - - - --
.1 -------- - - - - --
1
Four Stories
FFE =457.0 -- 457.0'- l _ --'•i i . -,i --- - -_• __
449.1 - - - - - -- ----- - - - - --
+ ; 1
- -- I - I - -- -PVMT -
,''
4L56.-,
- - "- -- - -4: - - -: -1 4-_ --- - - - - -- I 448.3
5' _
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1 1 1 1
�X JC Inv. _• Inv. X -- - --
":435.5• j�. 435.•4- • -.- __ I
' is -- - -- - -- - - -- PVMT
449.1
RIM
456.1 "" " -
- _ °.� -- - -- I PVMT
449.9
457.0
;�
_ �• _ 450.4 g
451.1 - -- a
" Prop. Retaining Wall �', --
�'. 450.9
" Q I 450.8- -
BMP 1
ACCESS MANHOLE OR
INSPECTION GRATE
Q
a �
CLE UT
4
FLOW b - o. :.o'o o .o ,0 ;0 o._.,.:;o,o
0 0 0 0 0 0 0 0 0 ;0 0 0 0 0 0 0 0 0 0 0
0 0
-To -a- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00 oQ; OVERFLOW °0
BAFFLE
WEIR
SAND
FOREBAY 21 28` 8 5'
a
n .
g d
PERFORATED UNDERDRAIN PIPE
Prop. Weir Wall
15" Pipe ® 0.50%
Orifice
_ (See Detail This Sheet)
3
a°o
a
Co ° °D
21
446.6
Prop. Weir Wall
Top ® 440.5
4" Orifice 0
437.25
Undergound
Detention 15" Pipe ® 0.50%
(60" Pipe)
2" Orifice 434.75
PROPOSED OUTLET STRUCTURE 21 DETAIL
Not To Scale
UNDERGROUND SAND FILTER
Not To Scale
15" Pipe © 0.50%
Prop Grate Per NCDOT
(�) Top of Grate = 445.6
FLOW
BMP # SF Stems Required Stems Provided
1 1879 SF 18 30
Number of Stems Based upon 400 Stems /Acre
NOTES
1. All underdrain shall be ran 0 0.5% min.
2. Contractor shall submit shop drawings for underground detention and sand filter
to the Town of Cary for approval prior to construction.
= 4" Local Washed Gravel
4' Wide and 6" Deep
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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GRAPHIC SCALE
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,� JOB NO.
}� ,•���N CARpz
••EVANS •• •.9�% 2012 -0577
• MECHWART
t0
=c�:• • .6
�m • HAMBLETON & •
TILTON, INC.
No. F -1016 Q�
p� .n •. SHEET
,: v ' -,, OF•a• ,.� 12/41
f i:..:.t= s /
o a
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rro V
V -
- - - - - - - - - - - - - -
----- - - - - --
- TW =456.2 - . 1. , ------ - - - -�- --
$TM(� BW =449.1 i. - - - - - -- -
STIA S11A1 i
�
F_
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�• 456.7 .a - -- - - -- . �.--- •; - - - -- - - - --
4 - --
56. i
Y5 1 1 , -
-_ -- 1 1 1 ------ - - - - -- - - - -- 448.8
1• 1 1 1 I
'1 1 '1
-IIgJS _ -
456.3 Proposed Cary 4510S.FentResidence - �' _' i 484 -- -- -- - - - - --
.1 -------- - - - - --
1
Four Stories
FFE =457.0 -- 457.0'- l _ --'•i i . -,i --- - -_• __
449.1 - - - - - -- ----- - - - - --
+ ; 1
- -- I - I - -- -PVMT -
,''
4L56.-,
- - "- -- - -4: - - -: -1 4-_ --- - - - - -- I 448.3
5' _
" _ ---'- Y6 ---1-
1 1 1 1
�X JC Inv. _• Inv. X -- - --
":435.5• j�. 435.•4- • -.- __ I
' is -- - -- - -- - - -- PVMT
449.1
RIM
456.1 "" " -
- _ °.� -- - -- I PVMT
449.9
457.0
;�
_ �• _ 450.4 g
451.1 - -- a
" Prop. Retaining Wall �', --
�'. 450.9
" Q I 450.8- -
BMP 1
ACCESS MANHOLE OR
INSPECTION GRATE
Q
a �
CLE UT
4
FLOW b - o. :.o'o o .o ,0 ;0 o._.,.:;o,o
0 0 0 0 0 0 0 0 0 ;0 0 0 0 0 0 0 0 0 0 0
0 0
-To -a- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
00 oQ; OVERFLOW °0
BAFFLE
WEIR
SAND
FOREBAY 21 28` 8 5'
a
n .
g d
PERFORATED UNDERDRAIN PIPE
Prop. Weir Wall
15" Pipe ® 0.50%
Orifice
_ (See Detail This Sheet)
3
a°o
a
Co ° °D
21
446.6
Prop. Weir Wall
Top ® 440.5
4" Orifice 0
437.25
Undergound
Detention 15" Pipe ® 0.50%
(60" Pipe)
2" Orifice 434.75
PROPOSED OUTLET STRUCTURE 21 DETAIL
Not To Scale
UNDERGROUND SAND FILTER
Not To Scale
15" Pipe © 0.50%
Prop Grate Per NCDOT
(�) Top of Grate = 445.6
FLOW
BMP # SF Stems Required Stems Provided
1 1879 SF 18 30
Number of Stems Based upon 400 Stems /Acre
NOTES
1. All underdrain shall be ran 0 0.5% min.
2. Contractor shall submit shop drawings for underground detention and sand filter
to the Town of Cary for approval prior to construction.
= 4" Local Washed Gravel
4' Wide and 6" Deep
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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GRAPHIC SCALE
0 5 10 20 SCALE
1" =10'
1 inch = 10 feet
,� JOB NO.
}� ,•���N CARpz
••EVANS •• •.9�% 2012 -0577
• MECHWART
t0
=c�:• • .6
�m • HAMBLETON & •
TILTON, INC.
No. F -1016 Q�
p� .n •. SHEET
,: v ' -,, OF•a• ,.� 12/41
f i:..:.t= s /
o a
4 a`
NOTES
1. All underdrain shall be ran 0 0.5% min.
2. Contractor shall submit shop drawings for underground detention and sand filter
to the Town of Cary for approval prior to construction.
= 4" Local Washed Gravel
4' Wide and 6" Deep
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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GRAPHIC SCALE
0 5 10 20 SCALE
1" =10'
1 inch = 10 feet
,� JOB NO.
}� ,•���N CARpz
••EVANS •• •.9�% 2012 -0577
• MECHWART
t0
=c�:• • .6
�m • HAMBLETON & •
TILTON, INC.
No. F -1016 Q�
p� .n •. SHEET
,: v ' -,, OF•a• ,.� 12/41
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DATE
February 7, 2013
GRAPHIC SCALE
0 5 10 20 SCALE
1" =10'
1 inch = 10 feet
,� JOB NO.
}� ,•���N CARpz
••EVANS •• •.9�% 2012 -0577
• MECHWART
t0
=c�:• • .6
�m • HAMBLETON & •
TILTON, INC.
No. F -1016 Q�
p� .n •. SHEET
,: v ' -,, OF•a• ,.� 12/41
f i:..:.t= s /
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DATE
February 7, 2013
GRAPHIC SCALE
0 5 10 20 SCALE
1" =10'
1 inch = 10 feet
,� JOB NO.
}� ,•���N CARpz
••EVANS •• •.9�% 2012 -0577
• MECHWART
t0
=c�:• • .6
�m • HAMBLETON & •
TILTON, INC.
No. F -1016 Q�
p� .n •. SHEET
,: v ' -,, OF•a• ,.� 12/41
f i:..:.t= s /
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LANDSCAPESCHEDULE
Quantity
\
,
Prop. Cleanout"
Common Name
;
Condition
Large Trees
" (TYp)
AR
Acer Rubrum
Red Maple
3"
B &B
Small Trees
2
CA
Ceris Conadensis
Redbud
NO. 5
Cont.
5
10
Ilex Opaca
American Holly
NO. 5
Cont.
Shrubs
8
AA
-- --
cq�
NO. 3
Cont.
8
IV
Ilex Verticillata
Winterberry
NO. 3
Cont.
4
IT
s,R���
Virginia Willow
cq�
C,9x
Ornamental Grasses
6
MC
Muhlenbergia Capillaris
Muhly Grass
NO. 1
Cont.
Sedges and Rushes
10
CL
Carex Lurida
Lurid Sedge
NO. 1
Cont.
3
CC
Carex Crinita
Fringed Sedge
NO. 1
Cont.
a
O N J
TN M 1
>0MM f
�
n 0
838.01
MH
1
438.00
y N u
429.82
O a) O
1 C O -C
429.62
W W S d
LANDSCAPESCHEDULE
Quantity
Key
Botanical Name
Common Name
Size
Condition
Large Trees
2
AR
Acer Rubrum
Red Maple
3"
B &B
Small Trees
2
CA
Ceris Conadensis
Redbud
NO. 5
Cont.
5
10
Ilex Opaca
American Holly
NO. 5
Cont.
Shrubs
8
AA
Aronia Arbutifolia
Chokeberry
NO. 3
Cont.
8
IV
Ilex Verticillata
Winterberry
NO. 3
Cont.
4
IT
Itea Virginica
Virginia Willow
NO. 3
Cont.
Ornamental Grasses
6
MC
Muhlenbergia Capillaris
Muhly Grass
NO. 1
Cont.
Sedges and Rushes
10
CL
Carex Lurida
Lurid Sedge
NO. 1
Cont.
3
CC
Carex Crinita
Fringed Sedge
NO. 1
Cont.
456.4 \
' Prop. 15"
Stm ® 0.50%
--------------------
RIM /
TW =456.0
BW =450.8
-----------
- - - - --
3-
Stems Provided
2
1653 SF
16
24
3
1958 SF
18
24
Number of Stems Based upon 400 Stems /Acre
Prop Grate Per NCDOT
Top of Grate = 452.3 -,,
BMP #
SF
Stems Required
Stems Provided
2
1653 SF
16
24
3
1958 SF
18
24
Number of Stems Based upon 400 Stems /Acre
DRAINAGE STRUCTURE / PIPE DATA
�
�O
Grate /Rim
�O
As -Built
o0
ON
As -Built
Downstream
As -Built
Downstream
Downstream
Downstream
As -Built
Detail
Structure
Structure
Grate /Rim
As -Built
a
Invert
Z°
Invert
Pipe Length
Downstream
Pipe Size
Pipe
Pipe
Downstream
Reference
Type
No.
Elevation
Elevation
Invert In
In
Invert Out
Out
Feet
Pipe Length
Inches
Type
Slope
Pipe Slope
No.
HW
HW1
-
C = N
- Co M
-
O N
a U Z
429.50
N
? m
-
N o
-
_
-
t
NCDOT
o U I
ao
E.
a
O N J
TN M 1
>0MM f
�
n 0
838.01
MH
1
438.00
y N u
429.82
O a) O
1 C O -C
429.62
W W S d
23.88'
36"
RCP
0.50%
08000.05
MH
2
446.60
439.85 (N)
429.95
25.24'
36"
RCP
0.50%
08000.05
434.71 (W)
MH
2A
447.06
440.37
440.17
64.84'
36"
RCP
0.50%
08000.05
MH
3
450.50
444.04
440.74
73.71'
36"
RCP
0.50%
08000.05
MH
4
454.20
444.76 (SW)
444.56
104.86'
36"
RCP
0.50%
08000.05
446.56 (SE)
MH
5
456.10
445.29
445.09
65.37'
36"
RCP
0.50%
08000.05
MH
6
457.60
452.04 (S)
446.44
230.67'
36"
-
0.50%
08000.05
446.44 (W)
Ex
Ex
460.00
454.12
453.92
41.27'
36"
HDPE
4.55%
08000.03
FES
FES2
-
451.00
-
-
-
-
-
Detail # 1
CB
7
456.20
451.06
451.06
12.84'
15"
HDPE
0.50%
08000.03
CB
8
455.90
451.27
451.27
42.73'
15"
HDPE
0.50%
08000.03
CB
9
456.20
451.56
451.56
58.34'
15"
HDPE
0.50%
08000.03
CB
10
456.00
-
451.87
61.14'
12"
HDPE
0.50%
08000.03
FES
FES3
-
450.80
-
-
-
-
-
Detail # 1
CB
11
454.90
451.18
450.98
36.04'
15"
HDPE
0.50%
08000.03
451.90 (W)
CB
12
455.80
451.90 (N)
451.70
103.09'
12"
HDPE
0.50%
08000.03
CB
13
456.30
452.30
452.10
39.14'
12"
HDPE
0.50%
08000.03
CB
14
456.50
-
452.55
49.87'
12"
HDPE
0.50%
08000.03
NCDOT
DI
15
455.80
-
452.63
62.82'
12"
HDPE
1.16%
840.14
SF
SF
-
440.70
-
-
-
-
-
DI
16
447.60
443.71
442.61
41.55'
15"
HDPE
4.60%
NCDOT
840.14
DI
17
455.90
451.84
443.84
25.16'
15"
HDPE
0.50%
NCDOT
840.14
CB
18
452.50
447.00
447.00
63.85'
15"
HDPE
0.88%
NCDOT
840.14
CB
19
452.30
446.80
446.80
34.75'
15"
HDPE
0.69%
NCDOT
840.14
CB
20
445.60
440.80
440.80
6.00'
12"
HDPE
31.5%
NCDOT
840.14
DI
21
446.60
434.75
434.75
7.87'
15"
HDPE
0.50%
NCDOT
840.14
15" Diameter -
Storm Sewer Pipe
i21ViD 2
Or fic% Plate
w% 3 Orifice
aVV- 1+aU.0 Ex. Transformer - - --
[Ir
- --
- - Prop. Conc. Pad ------------ ----------I-----
_'for 8' -10 Bench
-E- r�E,_. E-
BMP2
Inv. =446.8 u u 446.8
Filter Fabric ---w-SHWT < 444.0
Flowable Fill
6" Diameter Preforated
Drop Inlet 444.0 Storm Sewer Pipe ® 0.50%
PROPOSED OUTLET STRUCTURE 19 DETAIL
Prop Grate Per NCDOT 18 1) 2" Hole Drilled Into
Top of Grate = 452.5 6" PVC At 452.0
W/ Debris Guard
tainless Steel Bolts
(" Min.) Bonds and Anchors.
-Top of 3" No. 2 Stone
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Planner
Not To Scale
1. All underdrain shall be ran 0 0.5% min.
= 4" Local Washed Gravel
4' Wide and 6" Deep
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
; Date
GRAPHIC SCALE
0 5 10 20
1 inch = 10 feet
pp A;
CAROz�'%
•••EVANS �'•�'�
MECHWART
rn • HAMBLETON & •i
TILTON, INC.
�!�:• No. F -1016
Hill
Z y
O a
O
R
O
3
a, a
Aa
W M
d ~
A N
x
DATE
February 7, 2013
SCALE
1" =10'
JOB NO.
2012 -0577
SHEET
13/41
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2012 -0577
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13/41

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/ `Ex. 100' Buffer
Ex. UGE
---- - - - - --
/ / E - - --
\ Ex. Light (TYP) / . -% /Az�/
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s° /j g,O�g
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Ex. Walnut Creek
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Ex. 12" San. ',SP .- ✓
- ------ ------ - -
;- ----- - - - - -- 4 `130, t
5 r- Ex. 100' Buffer
-- - -- ------- - - - - -- /
\ Ex. Stm - - -- --------------- - - - - -- cK{ �/ ------- - - - - -- - -- -- - - - - - -
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/ - - - -- Pe ++p i S, ------ - - - - --
--- - - - - - - - - --- - -- -- - - - - - - - - - --
- -- - - - - --
- -- -------------------- - - - - -- — ------ ------------- - ------- - - - - -- - - -
------------- - --
_----- - - - - --
- - - -- ---------------- -- / ------ - - - - - - -
435- SAS - 438--- - - - -__ ----------------------- - - - - -- -
- ----- 7-1 -------------------
--_-_-_------ -- -- -- -- ----
-
--
- ------------ - - - --- -- - - - - -- - - - -- ------------------------- - - - - --
- - - - - -- 430--- - - - - -- m _
------------ _ ----------------------- - - - - -- °------- - - - - --
- - - - - -- - -- -------
-- - - - - -- --- - - - - -- 440--------y ° ------ - - - - -- ------------------------------ - - - - - m
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-- - - - -44 � -%
- - / --
_-
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Ex. UGE ' -\ / -��/ / Ex. Chain----- ------------------------------------------ - - - - -- _-
Link Fence ____ -- / , -- --- - - - - -- -443-' ------------- - - - - -- -- - - - - -- °
Ex. Light (TYP) y° PS y ------------------------------ - _ - - -- "__439 - ---------------------- - - - - --
Ex. Signal Pullbox / -' .. �5 ~- - - - - -- _ - - - -- / - _ - -- - " " " -- "_ - - --' --- - - - - -- - -446- - ------------------ - - - --- - - - -- /
Ex. Double Curb F� - / . j -- - - -__- 40 "/------ - - - - -- - " " _- ------------- " _44� --------- - - - - ---
-- _- __ - - -'
Ramps (TBR) - - -- j -/� - - -__ �1X_------------ - - ---- / - - -- - "' - - - - - -- 448 "" __------- - - - - -_ ---------- - - - - -- ,
Ex. San. MH S�' - '-- -- ------------ - - - - -- _ - - - -- 449_ -- ----------------
A ��--- - - -�K� �- -- _ �'q.41 ---------------------------------------
"_ -_ -- __ - _ "_ -- 450 ---------------------------- ------
Ex. 12" San. o - y - - Setbo U{ eC' -- '----------------------------- - - - --' - - - -- -' __ - - ' - -"i' = =— ---------------- - - - - -'
S S °\ _ -50 F 6� _442 _ _ 45�_
SAS Ex. Signal Poole, -- _ �yPe -__ - - - - -- - - - - -- _ "_--4 2 ----------- - - - - -- I'/ �-
S\ "" -------- - - - - -- ---- - - - - -- - _- _45 4 -- ------- - - - - -, �.
Ex. Utility Pole -_ 44 - - - - -- - - - -- - .4 _ - - - - - -_
_ 4 -------- - - - - -- q5�' ------------- - - - - -/ – Baptist State
_ 3.40 Acres - _ _.456- --- - -_ -_ Co ntion of NC
_ -- _ -
1 A S �` I i r �,/ _.♦ �___,_ --------- - - ---- ; "" - -- -' _, -_ -- PI�0773179571
�_ Zoned: 01
Ex. 15" Stm PB� Ex. UGE 4 - - - - -- ( I
Ex. Fiber Pullbox � -.��� I U�Typical Office
��� _ - A5g ----- - - - - -- 03015/0745
y - _ ----- - - - - -- _ 5.13 Ac. I I
Ex. Light (NP) � � Ricke Edwards .460-
\ Gary S. and Jeanne G. Edwards .
/ 1 - -- PIN 0773.09 -17 -5435
Zoned: MXD - -------- - - ---- -
1' __ -4 DB 14185/2557 _ 62 --
� -�--- ____ --- 3.52 ac. ----------- - - - - -- -_
463- - - - - -- -------------------------
452 ----- - - - - -- -- --464- -----------------
' ---------- -----------
- - -- - 5' _453 --- - - - - --
,
♦
- --
�� Ex. UGE (TBRL) - - -.�5 ♦` '` �` �` � � _�' / ,/ ,' _____-466 ------------------------- - - - -- -A \`,1\`, \ — Building
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0.14 Acres
Ex. CAN \ - - -- - - - -- —
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- - -- --- - - - - -- — 30' Setback - -
- - - -- -- '- - - - - -' �— - ; Ex.
- - --
451 ' ---------- - - -''- - - - -- �� I �_I I' I(♦ I - - -� r -` _ - - -- Parking
-- 9 t` - - - - -- -- " - - - -- - - - - - -- ---------- - - - - -- ___---- - - - - -- Ex. Transformer- —
_ _ 0.14 Acres
- -
- Ex. 36" Stm
.�\ / _ " - - -- - __- -_' ------- - - - - -- - -- -------- - - - - -- - ; Ex. BFP
-- - - - - -- - - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - " - --- - - - - - - - - - -
- - - - - -
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y
-- - - - - -'' --- ----- - - -- - - - -- -
` CAN —� CAN CA = —� —�_ —�F. _E�_ 4 - - -- —Ex. R/W
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a� ��' - - -__- - - -- _ -- - — ' —� Hydrant
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\ o\ , JS —Ex. UGE Ex. CATV
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(60' R/W) �O � (NP) 14r Water Main
- -- Z? (Public)
Ex. Water ,
_� ♦ — \ �— _ ___ � Valve (NP) Ex. Water
Valve (TYP)
Ex. 12" I Ex. 36" Stm �—
Water Main
A /
Cary Venture Ltd.
PTNRP Ltd. ; ,'' j !� — Ex. R/W
PIN 0773163696
Zoned: GCCU _
DB 13419/1333
67.76 ac.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
LEGEND
- - - - -- _31------
- - - - -- - 30 - -
- - - - -- Existing
- --
Contours
- —STM—
— Existing
Storm Sewer
— —SAN—
— Existing
Sanitary Sewer
WM
Existing
Water Main
— OHE
— Existing
Overhead Electric
— E
— Existing
Underground Electric
Existing
Tree Dripline
�
ID
Existing
Curb & Gutter Inlet
;,
Existing
Storm Manhole
❑
Existing
Storm Catch Basin
8 s Lu
`�
Existing
Sanitary Manhole
;11
Existing
Hydrant
$
Existing
Water Valve
W
Existing
Water Meter
Existing
Utility Pole
Existing
Guy Wire
#
Existing
Light Pole
c
Existing
Gas Marker Post
HIP
Existing
Gas Meter
,n ►
Flow Arrow
®
Inlet Protection
Drainage
Divide
M I M I
Tributary
Boundaries
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
P1
�,•���N CARp��%
EVANS
MECHWART .•�
C-) HAMBLETON &
TILTON, INC.
No. F -1016
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2012 -0577
SHEET
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2012 -0577
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111 = 30'
JOB NO.
2012 -0577
SHEET
14/41

5 f l
\ _..
• \ ........ Ex. R/W
Ln
.. .... ..
—
rl \ ........ ........ .... ... .......... ..... .....
'a
Lo _ -
N A= 67'35' 19"
' 9.40 AC. CONVENTION DRIVE Ex. Light R= 181.99
T= 121.81 ' \ \ (60' R /W) ® (TyP)
° L= 214.68 (Public) C11 D
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PTNRP Ltd.
PIN 0773163696 _
Zoned: GCCU
DB 13419/1333
67.76 ac.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Ex. R/W —
Ex. R/W —
Nitrogen Control Plan
Commercial i Industrial / Residential Bites with Known Impervious ious Area
Project Title-
Type of Project M Neer [ ) Expansion [ ]Exempt
Basis for exemption
�O
Part 1. Riparian Suffers
�O
Area includes riparian buffers? K No [) Yes [ ]Exempt
o0
ON
If yes, [ 60 foot [ [ 100 foot
River Basin? [ [ Nauss [ j Cape Fear
L=
Basis for exemption
Show buffers on site plan.
°o
Part II. Nitrogen Calculations (Method 2, Appendix C):
N 0
a. cite Information
U
Total area of property final. RIVV `_
Denuded Area : ;-
Impervious Area Incl. R/W A I I
N
� O O
Managed open space 1
—
Protected open space3
�� XM
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b. fire- development loading:
IN export
Area TN export coeff.
from use
Type of Land Cover (acres) (lbstac /yr)
(Is /yr)
Permanently protected undisturbed open
3
O C O
space, (forest, unrnown meadow) 0.60
c6
C') > �`fl
Permanently protected manager/ open space
(grass, landscaping, etc.) _. 1.20
Impervious Area 21.20 -
TOTAL r `. "
r i
Nitrogen Loading fate (Ibslaclyr) ® i / ........ n
c. Post-development loading:
TN export
Area TN export coeff.
from use
Type of Land Cover (acres) (Ibsiac /yr)
(lbs /yr)
Permanently protected undisturbed open
space (forest, unmoom meadow)
0.00
Permanently protected managed open space �, L
[
(grass, landscaping, etc.) ...
120
Impervious Area 1-2 _
21.20
sic , 0-0
TOTAL 3 . !
rt :.
Nitrogen Loading Rate (lbs /aclyr) = P
_
Proposed BMP(s) 'r t ! qT,�fi :$f
Nitrogen Loud after BMPs = /--a rac /rte
Nitrogen Load Offset by Payments
x
Net change in on -site N Load = o
t)2giat
Part Ill. Control of Peak Stormwater Flow (for '1 year, design storm)
$
Calculated redevelopment Peak Flow o ;r°
$ `y
notes Calculated Post-develop me nt Peak Flow_t 2--o - _6,L-5
% the undersigned, certify to the best of my knowledge that the above information is correct (affix seat),
Supply ,, e runoff.
GRAPHIC SCALE
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1 inch = 30 feet
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' JOB NO.
��.� •EVANS ''•�9 2012 -0577
Cary Project #: 12 -SP -047 ;
t0 MECHWART
HTE #: 13 -0672 ��) ' ' C ' . HAMBLETON & . i
TILTON, INC.
Approved by The Town of Cary'' No. F -1016 Q,
Development Review Committee. �•' SHEET
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tE �rruiu//
' JOB NO.
��.� •EVANS ''•�9 2012 -0577
Cary Project #: 12 -SP -047 ;
t0 MECHWART
HTE #: 13 -0672 ��) ' ' C ' . HAMBLETON & . i
TILTON, INC.
Approved by The Town of Cary'' No. F -1016 Q,
Development Review Committee. �•' SHEET
o
15/41
Planner ; Date

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Ex. Conc. Ditch
61
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Stm.
/ / E/ / / Prop. 6" San. Prop. 12"
Ex. OHE / / / / 50.5' O 1096 / Stm.
Prop. Rim -443.5 E
Inv.(N) =428.9 rDumpster BMP 1 i • •N
Inv.(S) =438.6 yo Prop. .�i p• vered Utility Pro 6" San. 44' O 296 r Esmt. �'; .' o
Ex. 12" / ,.,.. o
Ex. EOP / San.
// / /Prop. Rim = 44880
. Prop. UG
/ Ex. UGE / I Sandfilter
Inv.(N) =439.5" © Pro 15"
Prop. / / / Inv.(S) =444.2 - Stm 4
/ Doghouse MH
Ex. Chain
Prop. Rim =443.0 - Link Fence
E Ex. Inv. = 433.34 - RAW Prop 15" Stm.
Ex. Rim = 442.57 / P1 /
Ex. Inv.(E) = 434.57 / Inv.(S) = 435.34
# ckI Prop. 6" San " Prop. 6" San.
Prop. 6" San. -� Se „bo uRtet :: • •' 15' O 2% 55' O 2%
r
�y 39.4' O 1096 30 e "P 0� /• ., .. w i
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NOTES
/ 1.
All new utility lines must be located underground.
2.
All above - ground equipment and facilities associated with on -site electric, cable,
/
telephone, gas or other similar utility shall be located to the side or rear of the site
/
and be screened, to the extent practical with evergreen plants. Plantings shall allow a
separation of at least 3 feet. Where a water main and a sanitary sewer cross, and
minimum of five feet of clearance around the structure with ten feet of clearance on
/
any side containing a door in order to allow access for maintenance. the amount of
/
clearance shall account for the size of the plant material at maturity.
E 3.
/
Water and sewer lines installed on private property outside a Town of Cary utility
/ 14. Water line shall be 2' minimum off edge of curb unless shown otherwise.
easement must be inspected and approved by the plumbing official prior to covering.
/ 15. All water main shall be constructed with a minimum cover of 36 ".
A plumbing permit shall be obtained prior to start of work. Work starting prior permit
16. Contractor to coordinate location of connection of proposed water and services to
issuance will be subject to double fees.
Ex. Culvert 4.
The water/ sewer shall be coordinated with Town of Cary, PWUT Department
17. Contractor to provide data that shows fire flow at completion of construction.
(919- 469 -4090)
Ex. Tributary to 5.
All meters, RP Backflow Preventers shall be on the approved list of USC, ASSE, AWWA
Walnut Creek
and must be accordance with the requirements of Appendix B of the North Carolina
19. If a trash compactor is proposed onsite it shall have a connection to the proposed
"Rules Governing Public Water Systems ".
6.
San. Sewer and waterline shall be constructed to the Town of Cary and NCDENR
/
standards and specifications.
/SPS 7.
Contractor to maintain a minimum of 3' cover for 6" San. Service.
/ 8.
Minimum slope for four inch sanitary sewer services shall be 1.0% and six inch service
reduced pressure detector assembly (RPDA) for the fire line shall be installed in this
shall be 0.60 %. Cleanouts shall be provided as shown on the plans but shall be
room.
spaced at no greater than 75 If for 4" services. All cleanouts shall extend a minimum
22. No surface valve covers /plates /manholes, etc. shall be located within trail; all above
of 6 inches above finish grade or meet the optional cleanouts requirement methods as
ground utilities shall have minimum 2' separation from trail.
specified in Cary Standard 7000.10. Cleanouts located in paved areas must have cast
Ex. Ditch
9.
iron risers, fittings and brass caps.
See building for holding tank details.
plumbing plans elevator sump
10.
For sanitary sewer service and roof drain inverts, refer to plumbing drawings.
11.
The project is to include hydraulically operated elevator(s), an oil /water separator with
a hydraulic capacity equaling 1.5 times the elvator(s) hydraulic fluid capacity (min. 300
gallon hydraulic holding capacity) or a holding tank with sufficient volume to contain
100% of the elevators hydraulic fluid capacity will be required. The holding tank shall
incorporate an audible /visual alarm set to announce liquid accumulation. Site plans
must include the following comment: "See building plumbing plans for elevator sump
holdings tank (or oil /water separator) details ". Note: A plumbing permit will be required
�- building construction plumbing plans.
0 24. See building plumbing plans for elevator sump holding tank (or oil /water separator)
details.
25. Oil /water separator sizing and details are to be included with building construction
plumbing plans.
26. Grease interceptor sizing and details are to be included with building construction
I( / plumbing plans.
in I
Ex. 12 San. S S - °\ \-J rap. ga �.",''
sAS - Prop. Rim = 456.2. ..® Grease Trop ..��....LJ...
s s Rim = 446.00 Inv.(N) _444.5 _ Prop. Rim =456.7
A Inv.(N) 439.3 u~
Inv (F) -449.4 '°� Inv AAA =450.5 a I I
/ Inv.(S) =442.3
Baptist State
5„ SCR` Prop. 6 San. / / I Convention of NC
EX , 53.6' O 10% 4' / J PIN 0773179571
/ Proposed Cary Retirement Ar Zoned: OI
\\ Lpg I Residence a Use: Typical Office
Ex. UGE (TBRL) - \ Rim =445.0 34,510 S.F. DB 03015/0745
Inv.(N) =447.6 /r
Inv.(S) =448.5 / Four Stories I /
600 Gallon Elevator � 5.13 Ac.
Ex. Light (TYP) ;µTM / Oil/Water Separator FFE = 457.0 I
/ Prop. Fire
Rim =456.1 Contractor to coordinate Rickey Edwards Hydrant
c> > *+, :. Prop.
u= grease trop elevations Gary S. and Jeanne G. Edwards w/ Va
\ \ /© Inv.(N) =450.5 and location with 5435
Inv.(S) = 448.8 architectural plans PIN 0773.09 -17 -
CD I�N Zoned MX- "{
l
Prop. 6' PIV
� DB 14185/2557
Prop. 6" San. 3.52 ac.
16.3' O 296
\
Prop 2000 G allon
" U Grease Trop
c ^o 0 0 0 E
.. �� ♦wa. _ Prop. 1 .`0 �� . ,d� s I ♦ �� Prop. 8 "x 6"
n
CROSSING TABLE
12. All water line shall be DIP unless otherwise noted on the plans.
STM INV (36 ") = 444.95
I 13. Water mains shall be laid at least 10 feet laterally measure edge to edge from
CLEARANCE = 2.7' ±
existing or proposed sanitary or storm sewer unless the elevations of the bottom of
STM INV (15 ") = 442.24
the water main is at least 18 inches above the top of the sewer with a horizontal
\�
separation of at least 3 feet. Where a water main and a sanitary sewer cross, and
I
the vertical separation is less that 18" or the water line passes under the sanitary
/
Ex. 100' Buffer sewer, the sewer main shall be ductile iron pipe. All water lines shall be ductile iron
Prop. 36" Stm.
f pipe.
3" Water Domestic Public
/ 14. Water line shall be 2' minimum off edge of curb unless shown otherwise.
1.5" Water Irrigation Public
/ 15. All water main shall be constructed with a minimum cover of 36 ".
Fire Hydrant Public
16. Contractor to coordinate location of connection of proposed water and services to
1.5" Meter
building with architect.
3" Meter
17. Contractor to provide data that shows fire flow at completion of construction.
Post Indicator Valve
18. All fire hydrants shall be located between 2' and 5' from back of curb per TOC STD.
I
5000.07.
n/
LI-
19. If a trash compactor is proposed onsite it shall have a connection to the proposed
sanitary sewer and a covered dumpster will be required.
20. A fire inspector shall inspect the underground fire line piping from the PIV to the
building and for yard FDC's, the underground FDC piping before it is covered up.
21. A dedicated sprinkler riser room with an exterior door access shall be provided. A
m
reduced pressure detector assembly (RPDA) for the fire line shall be installed in this
_ (
room.
M
22. No surface valve covers /plates /manholes, etc. shall be located within trail; all above
I
N
ground utilities shall have minimum 2' separation from trail.
T
23. Trash compactor grease interceptor sizing and drain details are to be included with
�- building construction plumbing plans.
0 24. See building plumbing plans for elevator sump holding tank (or oil /water separator)
details.
25. Oil /water separator sizing and details are to be included with building construction
plumbing plans.
26. Grease interceptor sizing and details are to be included with building construction
I( / plumbing plans.
in I
Ex. 12 San. S S - °\ \-J rap. ga �.",''
sAS - Prop. Rim = 456.2. ..® Grease Trop ..��....LJ...
s s Rim = 446.00 Inv.(N) _444.5 _ Prop. Rim =456.7
A Inv.(N) 439.3 u~
Inv (F) -449.4 '°� Inv AAA =450.5 a I I
/ Inv.(S) =442.3
Baptist State
5„ SCR` Prop. 6 San. / / I Convention of NC
EX , 53.6' O 10% 4' / J PIN 0773179571
/ Proposed Cary Retirement Ar Zoned: OI
\\ Lpg I Residence a Use: Typical Office
Ex. UGE (TBRL) - \ Rim =445.0 34,510 S.F. DB 03015/0745
Inv.(N) =447.6 /r
Inv.(S) =448.5 / Four Stories I /
600 Gallon Elevator � 5.13 Ac.
Ex. Light (TYP) ;µTM / Oil/Water Separator FFE = 457.0 I
/ Prop. Fire
Rim =456.1 Contractor to coordinate Rickey Edwards Hydrant
c> > *+, :. Prop.
u= grease trop elevations Gary S. and Jeanne G. Edwards w/ Va
\ \ /© Inv.(N) =450.5 and location with 5435
Inv.(S) = 448.8 architectural plans PIN 0773.09 -17 -
CD I�N Zoned MX- "{
l
Prop. 6' PIV
� DB 14185/2557
Prop. 6" San. 3.52 ac.
16.3' O 296
\
Prop 2000 G allon
" U Grease Trop
c ^o 0 0 0 E
.. �� ♦wa. _ Prop. 1 .`0 �� . ,d� s I ♦ �� Prop. 8 "x 6"
n
CROSSING TABLE
A
STM INV (36 ") = 444.95
STM INV (15 ") = 450.93
CLEARANCE = 2.7' ±
B
STM INV (15 ") = 442.24
SAN INV (6 ") = 439.38
CLEARANCE = 2.3' ±
C
STM INV (8 ") = 451.05
SAN INV (6 ") = 448.70
CLEARANCE = 1.6' ±
1ve w Utility -
E Esmt.
to
i
a
IIZ I
Ex. Building
a I I Water Utility Enlargment
I I i
i Prop. 6" Fire
UTILITY SUMMARY
Equipment
Length/ Quantity
Number of Sanitary Taps
2
Sanitary Sewer Manholes
1
Projected Wastewater Flow
17,880 gpd
Number of Water Taps
1
8" Water Fire Public
302 LF
6" Water Fire Public
424 LF
3" Water Domestic Public
22 LF
1.5" Water Irrigation Public
15 LF
Fire Hydrant Public
3
1.5" Meter
1
3" Meter
1
Post Indicator Valve
1
05000.01 TS �(Public)� J_=_UJ �- � - � Ex_12"" W.M
P.
Ex. 36" Stm . 12 "x8' dcV
Ex. Water Ex. Water
Valve (TYp) Valve (TYp)
Ex. R/W > > >
Ex. R/W o c
Cary Venture Ltd.
0
PTNRP Ltd.
PIN 0773163696
Zoned: GCCU
DB 13419/1333
67.76 ac.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
Planner
Ex. R/W
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
; Date
Prop. 6" Valve
" J Prop. Fire
Prop. 4 Hydrant
Dom.
Prop. 6" Valve
Prop. 8 "x6" Reducer
Prop. 3 7x4" M M
Increaser
Prop. 8"
Prop. 3" Fire
RPZ Prop. 8" Valve
Prop. 1.5"
RPZ
Prop. 15" Prop. 8" Valve
Irrigaton
Meter
i
Prop. 3" Meter
Prop. 1.5" Prop. 3"
Valve Valve
CARO4'/'%
•••EVANS •�•'•�'�
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m HAMBLETON & •i
TILTON, INC.
�!�:• No. F -1016
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A= 2734'32" R = 2019.85'
Ch.Brg. = N66'19'03 "E (N66'18'55 "E) /
Ch = 90.79' Arc = 90.80'
/
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Ex. Walnut
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S8 "E (S88'53'52 "E)
733'
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Prop. Fire Wall
N IN
Prop. FDC
Proposed Cary Retirement
Residence
34,510 S.F.
Four Stories
Prop. 6" Fire
9F_95
5.02
16.31
CONVENTION DRIVE — a
��)
FIRE
APPLIANCEfeet
Width
Z
7.87
Track
— — — — —
7.87
Lock to
Lock Time
6.0
Steering
Angle
41.7
N 0
N.T.S.
—_ - -- --------
Wing A
Type 5A
Constion
Main Fire
Hydrant
> I Baptist State State
WIWI-
Co
m nvention of NC
k PIN 0773179571
a •m I oµ Zoned: OI
s
0.
Use: Typical Office
~� I • °_ I DB 03015/0745
b 1 ° � 5.13 Ac.
co
Standpipe located
at Stairwell x I °� I
Prop. Fire Wall v
R Proposed I
Win Fire Hydrant — J
Wing B F —� -- —�
Type 5A I
Constioni P4'
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Cf
r
Prop. I I I I
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Entrance Prop. 8° Fire L — — — — — J
13.5' I I I &
Clearance
BMP 2 r - - --I
Proposed J— J— I
—50' Main
— — — —
Fire Hydrant 30' Setback /
Radius Type 4" Buffer L r 15' Type
I IP I it
°C° Buffer _ Ex. BFP
W �f
—
—E — — E— --° -� — €— — —t— E— — —E— E- E ;: .. *'.T N88'53'44"W (N88'53'52"W) 390.58'
E - -
- - -- — - - - -- =---- - - - - -- - - - -- � -- Ex. Fire <
Hydrant
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
NOTE: FIRE LANES TO BE INSTALLED PER TOWN OF CARY
STANDARD 3050 -D (THERMOPLASTIC PAINT REQUIRED)
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
Lcgcnd
Proposed Fire Lane
NOTE:
Total Fire Length = 520'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 feet
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CONVENTION DRIVE — a
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_ _ _
— — — — — — —
—
— — — — —
— — — _ _
Truck Path
(60'
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—_ - -- --------
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- - - -��
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67.76 ac.
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARDS AND SPECIFICATIONS
NOTE: FIRE LANES TO BE INSTALLED PER TOWN OF CARY
STANDARD 3050 -D (THERMOPLASTIC PAINT REQUIRED)
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
Lcgcnd
Proposed Fire Lane
NOTE:
Total Fire Length = 520'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 feet
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2' -6"
A JOINT FILLER 2' -0" 6"
NOTE: MAINTAIN 50' MAX. BETWEEN
1/8" RADIUS (TYP.) JOINTS OR AT ALL RIGID OBJECTS. 3" RADIUS 1/2" RADIUS
1/8" RADIUS 3" RADIUS a
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1/2 SECTION A -A
FRONT ELEVATION A fJ SIDE ELEVATION
TRANSVERSE EXPANSION JOINT
COMBINATION CURB AND GUTTER
1/8" RADIUS
4' -0"
2' -0" 2' -0" 1 -3/4" R
5 °
° IN 1 /8„ R 3/4„ R ° ,
0.04 _ ® °. N
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EXPRESSWAY GUTTER 9„ 9„
EFFECTIVE: 12/1
(FOR USE ON ALLEYS ONLY)
a a J�
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a
9999yyyy,,,,���� • e • e oe e • (� %.
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A.B.C. UNDER STANDARD
CURB & GUTTER
1' -6"
I� �1
MEDIAN CURB AND GUTTER
SIDE ELEVATION
NOTES:
1. CONCRETE SHALL BE 3,000 P.S.I.
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS.
(A 15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED.)
3. FINISH ALL CONCRETE WITH CURING COMPOUND.
4. REFER TO NCDOT DETAIL 846.01 FOR CURB AND GUTTER
SUPERELEVATION RATES.
STANDARD CONCRETE CURB AND GUTTER
DETAIL No.
03000.02
SHEET 1 OF 1
PAVEMENT SHALL BE SAWN TO PROVIDE A CLEAN EDGE.
CONCRETE PATCH SCORED JOINT WITH BITUMINOUS JOINT SEALANT. (TYPICAL) SAWED PAVEMENT CUTS.
3000 P.S.I. REPLACE WITH 2' SURFACE
PATCH SHALL BE 7" 3000 P.S.I. COURSE. (TYPICAL)
EXISTING PAVEMENT
CONCRETE OR 7 BINDER COURSE
A a a EXISTING PAVEMENT
d'a
d. a e <d
° d .7" MINIMUM
"� I� III -I 1 =1�1 „III I� d r1;• - =1 1 -1 1 =1 I, 1 1=111-1"
d .. ..:: III X11
12" IIl .III- ll11ll�1 III =III 1111 1 -11 i1 TI -ci11 llIT11� IIIIIIF lllii
8" STONE ,I TYP. DO NOT DISTURB
I,. EXISTING STONE 12 12„ w
Ill > DO NOT DISTURB
4' MINIMUM �11 11� II III EXISTING STONE
COVER �I1111 IIm_ _F-11 II z
III 11 =1' =III �
'�II111 li SHALL BE GRANULAR MATERIAL OR FLOWABLE IIII II
II II III- FILL TO PREVENT SETTLEMENT ��' IIIIII
1111111 III (UNSUITABLE MATERIAL SHALL BE REPLACED) III 11111
I I I III -� "
II�II
1111 ti 11111II PIPE'. IF
II PIPE.I II 111111111 11 II
PIPE DIA.
PIPE DIA.
+ 18" + 18"
CONCRETE PAVEMENT ASPHALT PAVEMENT
NOTES:
1. ALL PAVEMENT CUTS SHALL BE REPAIRED WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE DATE THE CUT IS MADE. IF CONDITIONS
DO NOT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN TIME LIMIT, PERMISSION TO MAKE A TEMPORARY REPAIR MUST BE OBTAINED
FROM THE TOWN ENGINEER.
2. CONCRETE TRENCH CAP ON ASPHALT STREETS SHALL BE USED ONLY DURING INCLEMENT WEATHER WHEN ASPHALT PLANTS ARE NOT
OPERATING.
3. IN ALL OPEN TRENCHES, BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR VERIFYING COMPACTION REQUIREMENTS BY SOILS TESTING CERTIFIED BY A LICENSED PROFESSIONAL GEOTECHNICAL ENGINEER.
4. BACKFILL WITH A HIGH CLAY CONTENT, HIGH SHRINK -SWELL POTENTIAL, OR HIGH MOISTURE CONTENT THAT CANNOT MEET
COMPACTION REQUIREMENTS SHALL BE DEEMED UNSUITABLE AND SHALL BE REPLACED WITH SUITABLE BACKFILL MATERIAL.
87 5. ALL PAVEMENT PATCHES SHALL PROVIDE A UNIFORM AND SMOOTH DRIVING SURFACE.
DETAIL No.
STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS 05000.01
EFFECTIVE: 12/10/091
SHEET 1 of 1
EFFECTIVE: 12/10/09
o �
L❑ E❑ C
1 TRAIL BENCH 1
1 (SEE DETAIL 09000.10) 1
I�
I
�4 INCH THICK CONCRETE SLAB, 3000 PSI, FINE BROOM
I FINISH PERPENDICULAR TO DIRECTION OF TRAVEL.
N
CONCRETE SLAB
ASPHALT TRAIL
7, -0"
PLAN VIEW
STANDARD CONCRETE SLAB FOR TRAIL BENCH
ROUNDED EDGE
DETAIL No.
09000.11
SHEET 1 OF 1
EFFECTIVE: 12/10/09
Y
5' -0"
13 " D"(A ")
B- DISTANCE FROM FRONT E E OF SIDEWALK
I II
I II
I II
I I
1 w I1
I
VARIES
GRASSED UTILITY STRIP
0� 02 �FT
(CONCRETE 3000 P.S.I.)
,kill
*
* BACK OF SIDEWALK DROP REWIRED FOR
t)ET✓FFaTORI 1YANTWt;
z II
N
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
M II
F-
=1 I I -1 11=
_ III -I I1= 1I1 =1I1= 1= 1I1= 1I1 =1I - I1= 1I1 =1I III - "' -- "
III - III =1 1 =1 I_ -III III _I 11 11111 11111 11 1 =1111 11 11 1111 =I 1= 1 =1
PLANS OR AS DIRECTED BY THE ENGINEER.
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I II
1 II
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PLAN
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EFFECTIVE: 12/10/09
Y
t
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B- DISTANCE FROM FRONT E E OF SIDEWALK
PROPOSED SIDEWALK
o
. a .• -
I
VARIES
GRASSED UTILITY STRIP
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(CONCRETE 3000 P.S.I.)
,kill
*
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t)ET✓FFaTORI 1YANTWt;
n ±�
'\ 1 1'
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
5' -0"
F-
=1 I I -1 11=
_ III -I I1= 1I1 =1I1= 1= 1I1= 1I1 =1I - I1= 1I1 =1I III - "' -- "
III - III =1 1 =1 I_ -III III _I 11 11111 11111 11 1 =1111 11 11 1111 =I 1= 1 =1
PLANS OR AS DIRECTED BY THE ENGINEER.
t
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EXISTING 2' -6° COMPACTED TO A DENSITY
CURB AND GUTTER OF NO LESS THAN 95%
Y
W
2.
rr�r :rte• :�
w
J
TYPICAL SECTION
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
o
}
a
N
o C c0 i\
CC
3.
COORDINATE THE CURB RAMP D THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB P WILL FALL
-0
Cn
L�
01
WITHIN THE PEDESTRIAN CROSSWALK LINES.
0
o_
0
0
4
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
Of
JOINT FILLER 1/4"
4„ 1 /8„ RADIUS
SIDEWALK SURFACE
t
°
•i
TRANSVERSE EXPANSION
JOINT
f-
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS
(ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN THE HANDICAP RAMPS.
A 1Y2" DEEP CUT SHALL BE MADE PERPENDICULAR
TO BACK OF CURB AND THEN PARALLEL WITH
GUTTER
STANDARD CONCRETE SIDEWALK
STEP ONE
EFFECTIVE 12/10/09
45 °< BREAK
DETAIL No.
03000.07
SHEET 1 OF 2
PORTION TO BE REMOVED AND REPLACED
WITHIN THREE (3) WORKING DAYS
STEP TWO
NOTES:
1. CURB AND GUTTER SECTION SHALL BE REMOVED IN ACCORDANCE WITH DRIVEWAY
WIDTH APPROVED BY THE TOWN.
2. IF PERPENDICULAR CUT IS WITHIN 12 INCHES FROM A JOINT, THEN THE PARALLEL
CUT SHALL BE MADE TO THAT JOINT.
3. THIS METHOD IS NOT ALLOWED IN NEW SUBDIVISION CONSTRUCTION.
STANDARD METHOD OF REMOVING EXISTING CURB
(FOR A DRIVEWAY APRON INSTALLATION)
1Y2" DEEP SCORE
DETAIL No.
03000.10
SHEET 1 OF 1
+•t
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t
13 " D"(A ")
B- DISTANCE FROM FRONT E E OF SIDEWALK
v r
' -'a .�,,. n .
o
. a .• -
TO K POINT OF 12:9 {8- ) SLOPE.
K OF SIDEWALK DROP REWIRED FOR ALL
SIDEWALK SLfkPE$.
)
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*
* BACK OF SIDEWALK DROP REWIRED FOR
t)ET✓FFaTORI 1YANTWt;
n ±�
SIDEWALK SLOPE$ 0.04.
DETAIL No.
03000.10
SHEET 1 OF 1
+•t
■
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
PLAN VIEW
EFFECTIVE: 12/10/09
EFFECTIVE: 2 /10/09
n
PROPOSED PATH
(CONCRETE 3000 P.S.I.)
SHOULDER SHOULDER
0.02'/FT 0.02' /FT
0.02'/FT
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ° ° a IIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIII
COMPACTED TO A DENSITY
OF NO LESS THAN 95%
TYPICAL SECTION
JOINT FILLER 1/4" PATH SURFACE
6 1/8" RADIUS �e
1 /2"
TRANSVERSE EXPANSION JOINT
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. A 6 INCH DEPTH IS REQUIRED.
4. SAW CUT JOINTS EVERY 10 FEET OR WIDTH.
5. NO UTILITY SURFACE COVERS /PLATES /MANHOLES (i.e. WATERLINE VALVE COVERS, ETC.) SHALL BE LOCATED
WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE EDGE OF TRAIL.
6. ALL TRAILS SHALL BE LOCATED MINIMUM 5 FEET FROM THE BACK OF CURB.
A�J
FRONT VIEW
STANDARD CONCRETE MULTI -USE PATH
THE EDGES OF THE DRAIN HOLE OR BORE MUST BE ROUNDED
AND FINISHED SMOOTH AT THE FACE OF THE CURB.
SECTION A -A
SEE GENERAL NOTES 3 "R
FOR REQUIRED SLOPE
3 "R
as Q
a a
a a
a a a
a a4 d as
9„
2' -6"
z
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DETAIL No. n �
03000.08 � O <
SHEET 1 OF 1
1y2" MINIMUM
Qx
oQ
0
I
GENERAL NOTES:
1) CURB DRAINS SHALL NOT BE CONSTRUCTED WITHIN 18 INCHES OF CONTRACTION OR EXPANSION JOINTS.
2) OPENING GRADE MAY VARY BETWEEN A MAXIMUM SLOPE OF 1/2" PER FT. AND A MINIMUM OF 1/4" PER FT.
3) MORE THAN ONE HOLE MAY BE INSTALLED PROVIDED THE HOLES ARE LOCATED WITH 18" MINIMUM SPACING.
4) IN LIEU OF CUTTING THE CURB TO INSTALL A THREE INCH PIPE, A FOUR INCH CONCRETE BORE MAY BE USED.
A) BORE OR REMOVE & REPOUR 5 FT. SECTION OF CURB, NO CUTTING OUT TOP OF CURB.
B) MAY NEED PERMIT AND /OR ENCROACHMENT AGREEMENT FROM THE PUBLIC WORKS AND /OR ENGINEERING DEPARTMENT'S.
STANDARD CURB DRAIN
DETAIL No.
03000.12
SHEET 1 OF 1
0
NOTES:
N 0
)
o U
Zo
1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
F-
PLANS OR AS DIRECTED BY THE ENGINEER.
t
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-
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W
2.
rr�r :rte• :�
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MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
0
N
o C c0 i\
CC
3.
COORDINATE THE CURB RAMP D THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB P WILL FALL
pW-
0 p cD
WITHIN THE PEDESTRIAN CROSSWALK LINES.
0J
4
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
O aC,
to
t
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•i
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
. t
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PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
,
IL 0
6.
TERMINATE PARKING A MINIMUM OF 20' SACK OF A PEDESTRIAN CROSSWALK.
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
S.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8,33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
cc
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
0
Lt.
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5 AND MAINTAIN A
SMOOTH TRANSITION..
4
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
Q
Mcc
EDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF IN ANY DIRECTION.
E3
at.
13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA MEDIAN ISLANDS WILL BE A MINIMUM OF 6" WIDE. CONSTRUCT MEDIAN ISLANDS
ED
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
.�,
Z
14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A R PS, WILL BE GUT THROUGH LEVEL. WITH
THE SURFACE STREET,
N
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
PLAN VIEW
EFFECTIVE: 12/10/09
EFFECTIVE: 2 /10/09
n
PROPOSED PATH
(CONCRETE 3000 P.S.I.)
SHOULDER SHOULDER
0.02'/FT 0.02' /FT
0.02'/FT
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ° ° a IIIIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIII
COMPACTED TO A DENSITY
OF NO LESS THAN 95%
TYPICAL SECTION
JOINT FILLER 1/4" PATH SURFACE
6 1/8" RADIUS �e
1 /2"
TRANSVERSE EXPANSION JOINT
NOTES:
1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.
2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.
3. A 6 INCH DEPTH IS REQUIRED.
4. SAW CUT JOINTS EVERY 10 FEET OR WIDTH.
5. NO UTILITY SURFACE COVERS /PLATES /MANHOLES (i.e. WATERLINE VALVE COVERS, ETC.) SHALL BE LOCATED
WITHIN TRAIL AND SHALL BE MINIMUM 2 FEET FROM THE EDGE OF TRAIL.
6. ALL TRAILS SHALL BE LOCATED MINIMUM 5 FEET FROM THE BACK OF CURB.
A�J
FRONT VIEW
STANDARD CONCRETE MULTI -USE PATH
THE EDGES OF THE DRAIN HOLE OR BORE MUST BE ROUNDED
AND FINISHED SMOOTH AT THE FACE OF THE CURB.
SECTION A -A
SEE GENERAL NOTES 3 "R
FOR REQUIRED SLOPE
3 "R
as Q
a a
a a
a a a
a a4 d as
9„
2' -6"
z
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0
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AN
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DETAIL No. n �
03000.08 � O <
SHEET 1 OF 1
1y2" MINIMUM
Qx
oQ
0
I
GENERAL NOTES:
1) CURB DRAINS SHALL NOT BE CONSTRUCTED WITHIN 18 INCHES OF CONTRACTION OR EXPANSION JOINTS.
2) OPENING GRADE MAY VARY BETWEEN A MAXIMUM SLOPE OF 1/2" PER FT. AND A MINIMUM OF 1/4" PER FT.
3) MORE THAN ONE HOLE MAY BE INSTALLED PROVIDED THE HOLES ARE LOCATED WITH 18" MINIMUM SPACING.
4) IN LIEU OF CUTTING THE CURB TO INSTALL A THREE INCH PIPE, A FOUR INCH CONCRETE BORE MAY BE USED.
A) BORE OR REMOVE & REPOUR 5 FT. SECTION OF CURB, NO CUTTING OUT TOP OF CURB.
B) MAY NEED PERMIT AND /OR ENCROACHMENT AGREEMENT FROM THE PUBLIC WORKS AND /OR ENGINEERING DEPARTMENT'S.
STANDARD CURB DRAIN
DETAIL No.
03000.12
SHEET 1 OF 1
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner : Date
O°o
0
NOTES:
N 0
)
o U
Zo
1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
F-
PLANS OR AS DIRECTED BY THE ENGINEER.
� � o
<C�
-
rn
W
2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
LL__IFa
O
_
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
0
N
o C c0 i\
CC
3.
COORDINATE THE CURB RAMP D THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB P WILL FALL
pW-
0 p cD
WITHIN THE PEDESTRIAN CROSSWALK LINES.
0J
4
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
O aC,
to
N �
H
5.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
f-
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
,
IL 0
6.
TERMINATE PARKING A MINIMUM OF 20' SACK OF A PEDESTRIAN CROSSWALK.
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
S.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8,33% MAXIMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
cc
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
0
Lt.
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5 AND MAINTAIN A
SMOOTH TRANSITION..
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
Q
Mcc
EDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF IN ANY DIRECTION.
E3
at.
13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA MEDIAN ISLANDS WILL BE A MINIMUM OF 6" WIDE. CONSTRUCT MEDIAN ISLANDS
ED
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
.�,
Z
14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A R PS, WILL BE GUT THROUGH LEVEL. WITH
THE SURFACE STREET,
N
co
15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER NON-WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
ED,
16.
PLACE A It" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 646.01
17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCD.
ul
18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT U_IT FOR THE DETAILS OR FOR A SPECIAL DESIGN..
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner : Date
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DATE
February 7, 2013
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DETECTABLE
SElRFACE SSE R.,
8.33% O2:3) ALAN PA44P SLOPE
CROSS SLOPE: 209%
'~../ CURB RAMPS REQUIRE A (4 0) MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE
OF 2.00",% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS.
SLOPE TO DRAIN TO CURB.
sLc E .t zE#
SIDE ALK
3'.4TIlu`.
PAY LIMITS FOR CURB RAMP
GLR80 W,a1TTi'ER ,417ty'
8.33% (12A) ALIX SLOPE
REFER TO ROADWAY STANDARD DRAWING NUMBER 84S,.OS SHEET 3 OF 3 FOR ALL RAMP NOTES
CETECTABLE
(SEE RDWVY.
DETECTABLE WARNING
SURFACE (TYP)
r�YY
4 a � = I MONOLITHIC'
go- 0.400.
CONC'RET'E ISLAND
DI
D va
t
5'-01, MIN
DIAMETER LANDING
5z Oz,
MIN (TYP) T'RIANGULAR'. ISLANDS MAY BE CONSTRUCTED WITH ONLY
2 POINTS OF ENTRY AND EXIT AS SHOWN £M1' THE
ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER.
a I
PAY LIMITS FOR 1 CURB RAMP
TRIANGULAR ISLAND
WITH CUT THROUGH
a
u'
)L PHI(. CON R E ISLAND
ISEE S_,ANCAP7 852.011 S'
Romp Um'ts
of Poy+men-
CURB RAMPS AND EXISTING SIDEWALK
F F IF II F i
1 F !F II F 1
I F /F II F I
SEE NOTE 4
.M.
_tea.+ —'�
Yi
MEDIAN ISLAND
CURB RAMPS
SEE # UFriNW
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
` „ x
,r•X Ace
GURLXETS LI XB
mbwwu; aria �,.°
CURB RAMP AND EXISTING SIDEWALK
®
848.0
O
NOTE 3
E)
fi
!` LINE
�e�SEE NOTE 10
�i� #i
S' MX
DETAIL SHOWING LOCATION
OF CURB RAMPS
NOTES:
LAN,,,, wanrra
i.Nf.Y
.•4 aF,yLE •. "+
.M.
_tea.+ —'�
Yi
MEDIAN ISLAND
CURB RAMPS
SEE # UFriNW
w
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Ak
•
# i
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. fd
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
` „ x
,r•X Ace
Glf}6RAtA AREA
GURLXETS LI XB
mbwwu; aria �,.°
CURB RAMP AND EXISTING SIDEWALK
Z
848.0
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E)
fi
CHANNELIZING ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
iK
S' MX
N 0
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NOTES:
LAN,,,, wanrra
i.Nf.Y
.•4 aF,yLE •. "+
PAY LIMITS FOR CURB RAMP
DI, r�GfANlt 01 iXwIXG
W
..+"' §'GEPB C^ A-
SURt".f42'. tE DaL31t � ?J6DU.5
"- v
4
0 w
ct
H 0
LL. J F-a
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= `'
s.;.'
8,33% (12x3) ALAN RAMP SLOPE
L
1
SIDE'WAM MONO j`
3.iiZ,i'
�oHCXVxa
sr,uACe. ,sea r+rrarr. arsnns
GROSS SLOPE: Z. PP%
slnEwArx E-N,
c0.'7r 0 CD
CURB RAMPS REQUIRE A (,V 0 °) AI1_V1 VA4 LANDING
ry
TYPE C
a -cuxn san cr�rraX '' "�rw
!- UJ
F1TTH .A MAXIMUAi CROSS SLOPE AND LONGITUDINAL, SLOPE
COORDINATE THE CURB RAMP D THE PEDESTRIAN CROSSWALK KINGS SO A 4'x4' CL SPACE AT THE RASE OF THE CURB RAMP WILL FALL
..
LU
0 4
OF 200% WHERE PEDESTRIANS PERFORM TURING AYINEUVERS.
WITHIN THE PEDESTRIAN CROSSWALK LINES.
4.
0 CI
SLOPE. TO DRAIN TO CURR.
TYPE 2 Parallel Ramps
ORIGINAL BY J.S. H0YdE8T4h PATE' +'17111
REFER TO ROADWAY STANDARD DRAWING NUMBER .$$8.05 SHEET 3 OF ? FOR AIJ. RA41P 'VOTES JCFF H�ECKEDG®y� DATE:
Z LE $:.? G - [nsrnnamo rt'�r"R ab�«aill x. doe
RAM!'1j,AX1Yl4{r BVIUTN --
l�
Glf}6RAtA AREA
GURLXETS LI XB
-'
CURB RAMP AND EXISTING SIDEWALK
Z
848.0
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fi
CHANNELIZING ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
iK
S' MX
N 0
Vi
NOTES:
LAN,,,, wanrra
i.Nf.Y
.•4 aF,yLE •. "+
e '..._.;-
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
Sw
"y,•Aib
..+"' §'GEPB C^ A-
SURt".f42'. tE DaL31t � ?J6DU.5
"- v
4
0 w
ct
H 0
LL. J F-a
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= `'
Lu
CL
OOC13=
L
1
SIDE'WAM MONO j`
3.iiZ,i'
�oHCXVxa
sr,uACe. ,sea r+rrarr. arsnns
�
b (. URH.....f
c
TYPE 3
TYPE 2 Parallel Ramps
ORIGINAL BY J.S. H0YdE8T4h PATE' +'17111
REFER TO ROADWAY STANDARD DRAWING NUMBER .$$8.05 SHEET 3 OF ? FOR AIJ. RA41P 'VOTES JCFF H�ECKEDG®y� DATE:
Z LE $:.? G - [nsrnnamo rt'�r"R ab�«aill x. doe
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner . Date
F�
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r
SHEET _5 OF 5
I
CURB RAMP AND EXISTING SIDEWALK
Z
848.0
O
L
CHANNELIZING ISLAND SEPARATING TRAFFIC IN SAME DIRECTION
N 0
O
NOTES:
t
1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
LL.
J OC F"F'
—
60 ��
PLANS OR AS DIRECTED BY THE ENGINEER.
4
0 w
ct
H 0
LL. J F-a
��L�Z
= `'
Lu
CL
OOC13=
W
LL
2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
P-
c0.'7r 0 CD
F
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
9=
!- UJ
3.
COORDINATE THE CURB RAMP D THE PEDESTRIAN CROSSWALK KINGS SO A 4'x4' CL SPACE AT THE RASE OF THE CURB RAMP WILL FALL
LU
0 4
C=3 p MCC
WITHIN THE PEDESTRIAN CROSSWALK LINES.
0 CI
FBI
.>
4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TON REST EDGE OF TRAVEL LANE I 4' MINIMUM.
Li.
MEDIAN ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS
.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
2
B.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
1
7.
CONSTRUCT' CURB RAMPS A MINIMUM OF 4' WIDE.
B.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXIMUM.
cc
0
YELLOW
J.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
U
Cr_
(2:1 SLOPE)
W
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
H
G3 d
MEDIAN SIDE E.O.T. YELLOW
YELLOW
DIAGONAL LINES
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5+6 AND MAINTAIN A
d,
p
=
SMOOTH TRANSITION
2
Ei p
1
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4`x4" WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
IE
Cl) Q
13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDS
z
cc 0
= >
TO PROVIDE, PASSAGE OVER OR THROUGHT THE ISLAND.
H
GO
1
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14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
O
THE SURFACE STREET.
=
CO
15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
_
IS PLANTING OR OTHER NON'- WALKING SURFACE OR THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
w
1_ „D" SPACING OF DIAGONAL LINES (TYPICALLY EQUAL IN FEET TO THE POSTED SPEED LIMIT),
LL)
16.
PLACE A It" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHOWN IN ROADWAY STANDARD DRAWING 848.01
E.O.T:,= EDGE OF TRAVEL
17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS OR AS SHOWN IN THE MUTCO.
0 DIRECTION OF
18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL CROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
+M TRAFFIC FLOW
SHEET 1 OF 1
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS OR FOR A SPECIAL DESIGN.
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner . Date
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MEDIAN ISLAND SEPARATING TRAFFIC IN OPPOSING DIRECTIONS
DOUBLE YELLOW
CENTER LINES
2
1
Or-
0
YELLOW
U-
DIAGONAL LINES
(2:1 SLOPE)
EDGE OF PAVEMENT OR SHOULDER ISLAND
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GENERAL NOTES:
LEGEND
1_ „D" SPACING OF DIAGONAL LINES (TYPICALLY EQUAL IN FEET TO THE POSTED SPEED LIMIT),
2- INCREASE SPACING OF DIAGONALS TO 200' OR MORE ON INTERSTATE ROADWAYS.
E.O.T:,= EDGE OF TRAVEL
0 DIRECTION OF
3- ADJUST SPACING OF DIAGONALS DEPENDING ON THE LENGTH OF THE ISLAND. SPACING
+M TRAFFIC FLOW
SHEET 1 OF 1
MAY BE ADJUSTED AS DETERMINED BY THE ENGINEER.
11205.091
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner . Date
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. No. F -1016 SHEET
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TWO-LANE, TWO - WAY
ROADWAY
10'- 30` /SP SKIP LINE
2' -6' /SP MINI-SKIP LINE
TACK COA
TURN LANE
00 aN
5
L
10
.•
0 ©
O
UNLESS CTHEISEO SHOWN, USE 10„- 36'FSP SKIPS FOR
SKIP LANE LINES AND SK..F,.. a CENTER
UNLESS OTHENWiSEO SHOWN, USE 2' -S`1. MINI-SKIPS F
LANE LINE EXTENSIONS TtfREF'JtNi INTERSECTIONS, EDGE LINE..
j...
0
1.5" S -9.5B (Town Minimum
LINES.
EXTENSIONS THAN H INTENSEG®IONS MINI -SKIPS
WHITE EDGE LINES
YELLOW SKIP CENTER LINES,.. E.O,T. -
1.5" S -9.5B ®
(Town Minimum -
101 30'
SHOULDER
�
PASSING SIDE
4"15"
F_ J C'3 " '.
03 BASE COURSE
_ _
® BASE COURSE
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© BASE COURSE
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2' 2^ B"
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NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
3' -3' /P MINI -SKIP LINE
3' -9' /SP MINI-SKIP LINE
CONFORM TO THE 2006 EDITION OF THE NCDOT "STANDARD
CC
0 O N
SHOULD
L YELLOW SKIP
L YELLOW CENTER LINE„ L DOUBLE YELLOW CENTER LINE
SPECIFICATIONS FOR ROADS AND STRUCTURES.
1- ?
NOTE TO OWNER /DEVELOPER:
CENTER LINES
NO PASSING SIDE (TWO YELLOW CENTER LINES) E.O.T.
UNLESS OTHERWISED USE 3'- 3','SP MINI-SKIPS FOR
r W a
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
THE WHITE EDGE LINE ENTENSIOhS AT ROUNUADOUTS.
G1
PASSING ZONE - BOTH DIRECTIONS'
PASSING ZONE - SIGNAL DIRECTION NO_PASSING ZONE - BOTH DIRECTIONS
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
PASSING }NO PASSING ZONES WILL BE DETERMINED BY THE ENGINEER,
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WALL OR BUILDING FACE
PLAN VIEW
NOT TO SCALE
NVERTED "U" RACK FOR
BICYCLE PARKING
CONTINUOUS LI
1
10'- 30` /SP SKIP LINE
2' -6' /SP MINI-SKIP LINE
TACK COA
TURN LANE
00 aN
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UNLESS CTHEISEO SHOWN, USE 10„- 36'FSP SKIPS FOR
SKIP LANE LINES AND SK..F,.. a CENTER
UNLESS OTHENWiSEO SHOWN, USE 2' -S`1. MINI-SKIPS F
LANE LINE EXTENSIONS TtfREF'JtNi INTERSECTIONS, EDGE LINE..
j...
0
1.5" S -9.5B (Town Minimum
LINES.
EXTENSIONS THAN H INTENSEG®IONS MINI -SKIPS
F-- '
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EDGE LINE
1.5" S -9.5B ®
(Town Minimum -
101 30'
USED FOR BICYCLE LANE LINES-
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YELLOW OR WHITE
4"15"
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_ _
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© BASE COURSE
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2' 2^ B"
0
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SUBGRADE
YELLOW OR WHITE
4
d
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.: 4"/6" .
COMPACTED SUBGRADE
L= /6
YELLOW OR WHITE
LL J
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wy
NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
3' -3' /P MINI -SKIP LINE
3' -9' /SP MINI-SKIP LINE
CONFORM TO THE 2006 EDITION OF THE NCDOT "STANDARD
0-
SPECIFICATIONS FOR ROADS AND STRUCTURES.
SPECIFICATIONS FOR ROADS AND STRUCTURES.
NOTE TO OWNER /DEVELOPER:
CENTER LINE
NOTE TO OWNER /DEVELOPER:
UNLESS OTHERWISED USE 3'- 3','SP MINI-SKIPS FOR
UNLESS GTHENWISED GROWN, USE 3' -$'tSP MINI -SKIPS FOR
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
THE WHITE EDGE LINE ENTENSIOhS AT ROUNUADOUTS.
MIN I-SKIP LANE LINES AND LINE EXTENSIONS THROUGH TAPERS,
A LICENSED GEOTECHNICAL ENGINEER SHALL MAKE A FINAL
YELLOW
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
CORE LINE
UPON ACTUAL FIELD CONDITIONS. GEOTECHNICAL ENGINEER
9' 31
I I
-w 31 9'
I
TO BE RETAINED BY OWNER.
TO BE RETAINED BY OWNER.
TO BE RETAINED BY OWNER.
12"
ITE
TYPICAL HEAVY DUTY PAVEMENT SECTION
WHITE
TYPICAL 8" CONCRETE PAVEMENT SECTION
WHITE
Not To Scale
Not To Scale
Not To Scale
cc
DIAGONAL LINE
1 12 MPH OR HIGHER
SEE EDGE
OFFSET DETAIL
L SEE LANE LINE
OFFSET DETAIL
B'° LESS THAN 45 MPH
UU
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YELLOW OR WHITE
he LL
CC
CROSSWALK LINE
z
TRANSVERSE
ot.
24" LONGITUDINAL
A
WHITE
IL
RR LINE
r"
CA
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WHITE
CD
LLI
STOP EIR TRANSVERSE BAi
GENERAL NOTES
I- USE B " LANE, EDGE, AND CENTER LINES ON ALL FULL CONTROL OF ACCESS FACILITIES AND OTHER ROUTES
24"
AS DIRECTED BY THE ENGINEER.
WHITE
2- LANE LINES INDICATED AS " "WIDE" ON THE ROADWAY
STANDARD DRAWINGS LL BE AT LEAST ICE THE WIDTH
OF THE NORMAL LINE.
3- GORE LINES SHALL BE TWICE THE WIDTH OF THE NORMAL LINE.
IISHEET 1 OF 2
f q.
1 I R 11 1 rr,I ,
r
'' 72F�TIIRlIMI
LINES
SHOULDER OUTSIDE E.O.T.
+c
INSIDE E.O.T. -{ MEDIAN
SHOULDER OUTSIDE E.O.T,
GENERAL NOTES:
1- EDGE LINES ARE NOT REQUIRED ALONG CURB AND EUTTER LOCATIONS.
2- CONTINUE EDGE LINES THROUGH MINOR DRIVEWAYS., DO NOT CONTINUE. EDGE LINES AT
INTERSECTIONS AND OR DR.IVEWAYS..., SEE. ROADWAY STANDARD DRAWING 1.205.05 FOR ADDITIONAL GUIDANCE.,
3- REFER TO ROADWAY STANDARD DRAWINGS 1205,01 AND 1205.Oe FOR ADDITIONAL PAVEMENT MANKIND GUIDANCE:.
ib .!
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OFFSET DETAIL
TACK COAT
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N 0
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1.5" S -9.5B (Town Minimum
Q SURFACE COURSE
Q1 SURFACE COURSE
5 INTERMEDIATE COURSE - 4
1.5" S -9.5B ®
(Town Minimum -
8 CONCRETE
_
W� 6X6 110/10 WM ©
01 SURFACE COURSE
" - 4
CONCRETE
2.5" I -19.OB (1.5"5 -9.5Bi Town Minimum)
® INTERMEDIATE COURSE
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03 BASE COURSE
1.5" S -9.5B (Town Minimum)
® BASE COURSE
W 4000 X6 10 10 WWM
/ /
8" COMPACTED AGGREGATE BASE COURSE
© BASE COURSE
AGGREGATE BASE COURSE
4" C MPAAC STONE
BASE COURSE
(ABC) Stone (Town Minimum)
® SUBGRADE
6" COMPACTED AGGREGATE BASE COURSE
(ABC) STONE (Town Minimum)
SUBGRADE
4" COMPACTED AGGREGATE BASE COURSE
4"
COMPACTED SUBGRADE
COMPACTED SUBGRADE
®
O SUBGRADE
COMPACTED SUBGRADE
NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
SEE CENTER LINE
NOTE CONTRACTOR TO STAMP CONCRETE SURFACE.
CONFORM TO THE 2006 EDITION OF THE NCDOT "STANDARD
CONFORM TO THE 2006 EDITION OF THE NCDOT "STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
SPECIFICATIONS FOR ROADS AND STRUCTURES.
NOTE TO OWNER /DEVELOPER:
NOTE TO OWNER /DEVELOPER:
NOTE TO OWNER /DEVELOPER:
NOTE TO OWNER /DEVELOPER:
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
PAVEMENT SECTION IS A GENERAL RECOMMENDATION ONLY.
A LICENSED GEOTECHNICAL ENGINEER SHALL MAKE A FINAL
A LICENSED GEOTECHNICAL ENGINEER SHALL MAKE A FINAL
A LICENSED GEOTECHNICAL ENGINEER SHALL MAKE A FINAL
A LICENSED GEOTECHNICAL ENGINEER SHALL MAKE A FINAL
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
DETERMINATION ON PAVEMENT SECTION DESIGN BASED ON
UPON ACTUAL FIELD CONDITIONS. GEOTECHNICAL ENGINEER
UPON ACTUAL FIELD CONDITIONS. GEOTECHNICAL ENGINEER
UPON ACTUAL FIELD CONDITIONS. GEOTECHNICAL ENGINEER
UPON ACTUAL FIELD CONDITIONS. GEOTECHNICAL ENGINEER
TO BE RETAINED BY OWNER.
TO BE RETAINED BY OWNER.
TO BE RETAINED BY OWNER.
TO BE RETAINED BY OWNER.
TYPICAL STAMPED CONCRETE
TYPICAL HEAVY DUTY PAVEMENT SECTION
TYPICAL LIGHT DUTY PAVEMENT SECTION
TYPICAL 8" CONCRETE PAVEMENT SECTION
ENTRANCE SECTION
Not To Scale
Not To Scale
Not To Scale
Not To Scale
EDGE LINE OFFSET DETAIL
. 2" MAX., REFER ALSO TO TABLE 1
SHOULDER .� b '•
.e¢•. ?:•» ,s» . t ». ». E.O.T.
WHITE OR YELLOW EDGE LINE
m
m
2" TOWARDS LEFT SIDE
OF TRAVELWAY
SEE EDGE TWO-WAY • ® r ROADWAY
TWO-WAY UNDIVIDED
OFFSET DETAIL
SEE EDGE LINE
OFFSET DETAIL
WITH TWO-WAY LEFT
TURN LANE
00 aN
O
L
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00
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N 0
MMMrU
i
s i
OFFSET DETAIL OFFSET
Z
LU
41k 0-
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ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
■
M
II
I
CULVERT PIPE
FLOOD STORAGE ZONE
SEDIMENT STORAGE ZONE
(TOTAL BASIN CAPACITY)
F��
EFFECTIVE: 12/10/09
,SIN
VOTES:
I. AT END OF PROJECT, CATCH BASIN CAN BE RAISED AS
NEEDED PLUGGING OPEN COURSE OF BLOCK WITH MORTAR.
2. RISER CAN BE BUILT AS A STANDARD CATCH BASIN /JUNCTION
BOX (WITH SKIMMER ATTACHMENT) IN RECEIVING WALL AND BE
UTILIZED AS SUCH WHEN PROJECT IS STABLE.
PERSPECTIVE VIEW
'L—CONCRETE FOOTING PAD
CLEAN OUT POINT SKIMMER W/ RETRIEVAL ROPE
(1/2 DEPTH SEDIMENT STORAGE ZONE) (SEE DETAIL 04000.18)
BAFFLES WITH METAL POST, WOVEN WIRE FABRIC
BACKING AND COIR FIBER NETTING (TYPICAL)
CATCH BASIN RISER/FILTER
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
f
x,
—FLOW
SECTION VIEW
DETAIL No.
04000.05
SHEET 1 OF 1
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rr,C
V
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ROADWAY
SEE EDGE LINE
OFFSET DETAIL
WITH TWO-WAY LEFT
TURN LANE
00 aN
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SEE CENTER LINE
i
i DETAIL
•
SEE EDGE
MULTI-LANE ROADWAY
OFFSET DETAIL
SEE EDGE
OFFSET DETAIL
L SEE LANE LINE
OFFSET DETAIL
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
■
M
II
I
CULVERT PIPE
FLOOD STORAGE ZONE
SEDIMENT STORAGE ZONE
(TOTAL BASIN CAPACITY)
F��
EFFECTIVE: 12/10/09
,SIN
VOTES:
I. AT END OF PROJECT, CATCH BASIN CAN BE RAISED AS
NEEDED PLUGGING OPEN COURSE OF BLOCK WITH MORTAR.
2. RISER CAN BE BUILT AS A STANDARD CATCH BASIN /JUNCTION
BOX (WITH SKIMMER ATTACHMENT) IN RECEIVING WALL AND BE
UTILIZED AS SUCH WHEN PROJECT IS STABLE.
PERSPECTIVE VIEW
'L—CONCRETE FOOTING PAD
CLEAN OUT POINT SKIMMER W/ RETRIEVAL ROPE
(1/2 DEPTH SEDIMENT STORAGE ZONE) (SEE DETAIL 04000.18)
BAFFLES WITH METAL POST, WOVEN WIRE FABRIC
BACKING AND COIR FIBER NETTING (TYPICAL)
CATCH BASIN RISER/FILTER
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
f
x,
—FLOW
SECTION VIEW
DETAIL No.
04000.05
SHEET 1 OF 1
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DATE
February 7, 2013
SCALE
NTS
FCARQ4 '� JOB NO.
••EVANS •• •. q % 2012 -0577
MECHWART
m HAMBLETON & •i
TILTON, INC.
�%:• No. F -1016 SHEET
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DATE
February 7, 2013
SCALE
NTS
FCARQ4 '� JOB NO.
••EVANS •• •. q % 2012 -0577
MECHWART
m HAMBLETON & •i
TILTON, INC.
�%:• No. F -1016 SHEET
ice•.•
OF••a•• 20/41
���1FnnF210

NOTES:
1. ALL PLANTS DESIGNATED TO BE SAVED SHALL BE
PROTECTED BY FENCING, AS ILLUSTRATED. GALVANIZED HARDWARE WIRE
NOTES: 2. INSTALL TREE PROTECTION FENCE AT TREE DRIP EXTENDS TO TOP OF BOX STANDARD METAL POSTS 2' -0" IN GROUND
1. SKIMMER IS TO BE A SURFACE DEWATERING DEVICE LINE OR AT EDGE OF DISTURBED AREA, AS SHOWN
SUCH AS BMP SKIMMER OR APPROVED DEVICE. ON PLANS, PRIOR TO COMMENCEMENT OF
2. SKIMMER SHOULD RISE TO LEVEL OF WEIR HEIGHT IN VENT SCREEN ACCESSIBLE CONSTRUCTION. THROUGH DOOR
TEMPORARY BASIN OR TO RISER INLET. 3. SPACE TREE PROTECTION ZONE SIGNS A MINIMUM
OF ONE EVERY 300 FEET. THE SIZE OF EACH
3. ROPE ATTACHED TO SKIMMER TO HELP KEEP CLEAN. SIGN MUST BE A MINIMUM OF 2' x 2' AND BE
w VISIBLE FROM BOTH SIDES OF THE FENCE.
<
a THE SIGN MUST CONTAIN THE FOLLOWING
° LANGUAGE IN BOTH ENGLISH & SPANISH:
"TREE PROTECTION ZONE, KEEP OUT ". OZ
FENCE MATERIAL: 3. THERE SHALL BE NO STORAGE OF MATERIAL - 0°
L' ORANGE, UV RESISTANT N_ 0 o
J HIGH TENSILE STRENGTH ° WITHIN THE BOUNDARIES OF THE TREE PROTECTION o $� W
a POLYETHYLENE LAMINAR o FENCING. o
of BARRICADE FABRIC bi 4. TREE PROTECTION FENCING SHALL BE MAINTAINED 000 °C' ° b c
ATTACH SIGN ° THROUGHOUT THE DURATION OF THE PROJECT. - 0%.
SCHEDULE 40 PVC TO POST �� ° O z o
FLOAT
RIGID FLEXIBLE JOINT 00000000 000 000 00000000 00000 00 00 000 0
00000000 000 000 00000000 000000000 0�
00000000 000 O 000 00000000 000000000 I Q
00000000 000 O 00 00000000 000000000 b �U 4� n
RETRIEVAL ROPE =0000000 000 0 == TREE =0000000 000000000 4' _ 0„ 0 ° w
OUTLET END: CONNECTION 00000000 000 00 PROTECTION 00000000 000000000
TO OUTLET PIPE OR RISER 00000000 -)C=) O ZONE QQQQQQQO 000000000 MINIMUM 0 0
QQ Q KEEP OUT QQQQQQQQ QQQQQQQQQ
00000000 00000000 000000000 -� 0 o
00000000 00000 O 00000000 000000000 GRo H
00000000 000000 CD 00000000 000000000 GRADE .00000 O COO•CD®Ci0' r
A c�
---77711-111-111 --- = = = = =- -== = = = = =- -== = = = = =- -=----
-_ Ti == _T III =ITI =iii= _ --
BARREL PIPE LONGER THAN SHOWN. -I 2' -0" MIN.
NOT INCLUDED WITH SKIMMER SUPPLIED BY USER. 57 WASHED STONE PLACED TO A HEIGHT
4' -0" O.C. OF 12 " -18" MINIMUM ABOVE TOP OF BOX
MINIMUM 1.33 Ibs /LF STEEL POST
�O
87 87 1 87 00
DETAIL No. DETAIL No. DETAIL No. z Q
STANDARD SKIMMER DETAIL 04000.18 TREE PROTECTION FENCE 04000.25 STANDARD CATCH BASIN /YARD INLET PROTECTION 04000.14 �/ 0
EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 SHEET 1 of 1
O ( >
BAFFLES WITH METAL POST, °o
FILTER OF 1 INCH DIAMETER o SKIMMER U
# 57 WASHED STONE ° °�° ° ° ° ®o °c °� ooO 00 c� o o °S°° o 5 ANDECO RIRFIBERBNIETTINGKING �
° oq, 0 0 0 ° o p °0 0°° X00 o 0o TOP OF DAM SEE DETAIL 04000.18 uJ
OO O�Vo ° ° ° °`� g �° 0 °"o r°°o° RETRIEVAL ( ) (TYP.) (SEE SHEET 1) fu
o ° r °° 00 o O o WEIR ROPE - III =�- Z° N i
00 o O o 0 o o° o °` 18„ SO s
NOTE: ° 0 `L' o 00° p o ° °000 Q PROTECT WEIR WITH FILTER III =rII "' W o
o° 0 . III -II C m N '+�
DUMP STRAP SILT FENCE FABRIC TO OVERLAP Qo O oo°o O o U o 0 0 00 FABRIC AND RIP RAP ^i N III =III- G `°° vM
w. HARDWARE CLOTH BY 12 INCHES o Op o ° o �OO ° o O ° �°° _ 1 iT�iii ° x
000 00 �O °Oo °O° °�° OOo° o° o OOO w
80 0 0 ° °oo 00 FILTER FABRIC �3 N ^j III Ilk
d U °o °� ° o� o� ° 0 0000 °��o ° 4° OR 6" PVC , w '`� a I- 1111 - r N Z 00 0 o L.L
STEEL FENCE POST - _------ - - - - -_ - Q w >-Ln
DUMP STRAP HARDWARE CLOTH "' = III illll� liilll „rl�lllll ,llI- III - 111 ;,111- - 'i =1 o 0
1' REBAR FOR BAG WIRE FENCE SILT FENCE FABRIC STEEL FENCE POST . LENGTH - Cl)
REMOVAL FORM INLET ON WIRE FENCE ON WIRE FENCE 5'.3'x18" (•
HARDWARE CLOTH 6" STONE APRON
PLAN VIEW NOTE: SKIMMER BASIN CROSS SECTION
FILTER OF 1 INCH DIAMETER USE SILT FENCE OUTLETS ONLY WHEN
# 57 WASHED STONE DRAINAGE AREA DOES NOT EXCEED 1/4 NOTES:
DRAINAGE FOR DRAINAGE AREAS NOT EXCEEDING 5 (FIVE) ACRES.
a v ACRE AND THERE IS A LOW AREA. USE 2. EARTH BERM SHALL BE STABILIZED w /SEEDING ACCORDING TO TOWN
SEDIMENT SACK FLOW DIRECTION ° 18 AS A REPAIR OF SILT FENCE FAILURES. SPECIFICATIONS. U
0 00
INSTALLATION DETAIL o o�° o GRADE STEEL FENCE POST SET LINE WEIR WITH RIP RAP Z .09
HARDWARE CLOTH MAXIMUM 2 FEET APART r
l p Lill = - � Q h+�l
- - - - - - WIRE FENCE DESIGN OF SPILLWAYS TOP OF DAM c a
6„
1 -111-111 =111 =111 =1I 1 =1I 1 =1 1= 111 =1I 1 =1I l
DUMP STRAPS I I DRAINAGE AREA WEIR LENGTH '- mil 11 lli -I 11-
- - _I
I I (ACRES) (F0 FILTER FABRIC III= it -11- DITCH AND BURY O W L•�
SIDE VIEW I I 1 4.0 _
a. U 2 6.0 =III =1 1 =1i_. FILTER FABRIC EDGE
a SILT FENCE 3 8.0 - 111 WEIR (MIN. 12" OF FABRIC)
FABRIC ERLAP OVERLAP 4 10.0 LENGTH O W. r
"INCHE 5 12.0 a 1 DIMENSIONS SHOWN ARE MINIMUM a
EXPANSION RESTRAINT WEIR CROSS SECTION w
(1/4" NYLON ROPE, w o ° GRADE
2" FLAT WASHERS) a. a a o - =lil _111 1I I II W ='
a -II MAINTENANCE z
INSPECT TEMPORARY SEDIMENT TRAPS AND EMPTY SKIMMER OF ALL DEBRIS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL.
a o _ _ I 11= 1I = 1 =_IIII _ II III REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE v
a a. v I I =1 11 =' _ = ='I = -III- - o
11 p l o l =1 p _ 11181,1W
- _ p L DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA. REPAIR NETTING. T
a 111 III VIII IIII II 11_11111 VIII � I II III �I11= I I '� �_ _ 111111 rl III III I IIII' v
a v11111; CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE
BAG DETAIL a II IIIIII Li NOTE: Li 1 1 111111 1 =I IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE
- - BURY WIRE FENCE, HARDWARE CLOTH, EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE TRAP E
THE TRENCH
87 87 87
IMMEDIATELY AFTER CONSTRUCTION WITH SEEDING.
� O O.
DETAIL No. DETAIL No. DETAIL No.
STANDARD INLET SEDIMENT CONTROL DEVICE 04000.19 STANDARD SILT FENCE OUTLET 04000.23 STANDARD TEMPORARY SKIMMER BASIN 04000.03 � o
EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 SHEET 2 of 2
9
a 0 3
i Ef
d
LO
NOTES:
70' MINIMUM 2 a O
TOP RIM OF DITCH MINIMUM 01
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
_ TOP ELEVATION OF STORMWATER 0.5' -1' CONSTRUCTION ENTRANCE IS USED. N M
111111 III =III = _ `` V 1 MAX. SEDIMENT ON SITE 2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS - -11 III III IIII" �/ W Ln
11= 111= III - III -- _ STEEP CUT OR FILL SLOPE 18 III III' *' "
#57 WASHED STONE 1I d
-III- 1 VARIES NOT REMOVED BY THE VEHICLE TRAVELING OVER THE STONE, THEN
_ THE TIRES OF THE VEHICLES MUST BE WASHED BEFORE ENTERING v� o
1.= III = III = III =11 = = THE PUBLIC ROAD. 2 : 1 SLOPE o
EXISTING SLOPE 11= 1i- 111 =1T1 =1 - - - _ - - - _ IIIII1 - (MAXIMUM) a
1 =1i' - -' 1 1 11 1=
RIP -RAP 25' OR WIDTH OF 3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS ON TO =III Q M
EXISTING PROPOSED STREET, THE PUBLIC ROAD, THE TOWN WILL CLEAN THE AREA AND INVOICE = Ii rn
2 " -3" STONE TO BE USED III
a ROADWAY WHICHEVER IS THE FINANCIALLY RESPONSIBLE PERSON AS INDICATED ON THE NOTE: N
VARIES (SURGE STONE OR RAILROAD BALLAST) GREATER. FINANCIAL RESPONSIBILITY FORM. THE MINIMUM FEE THE TOWN OF CROSS SECTION A -A STABILIZE DIVERSION DITCH WITH TEMPORARY s
CARY WILL CHARGE TO CLEAN THE STREETS WILL BE $300 FOR SEEDING AND EROSION CONTROL NETTING.
"s SIDE VIEW THE FIRST HOUR AND $200 FOR EACH HOUR THEREAFTER. c H N
C14 EXISTING c N ui
U �
o SLOPE EXISTING W
SLOPE - O as H : 00
=III = - III =III- o PLAN VIEW UPSLOPE TOE POSITIVE GRADE 1.0% MAXIMUM o c t 2
m au= E
Sao 0 0
VARIES 1111111 II1 =1i' _ ` O L
DESIGN OF SPILLWAYS oN
=11111 I1
In
DRAINAGE AREA WEIR LENGTHI
c 1 -- - .....:....:.:... 0.5' -1' .:;...III ACRES FT CONSTRUCTION U j T� a�
SIDE SLOPES Lq
.S �� 70' MINIMUM 2 1 (MAXIMUM) TOP RIM OF DITCH 2' MIN. m H o
I� KEYED RIP RAP a 1 4.0 EXISTING ROADWAY a`) U °
I d 2 6.0 j a i
l VARIES 3 8.0 o mo 0
a ` _ _ �4 4 10.0
w w cry a
�1 r- ,-
N 11 -III i11�iI = -111 =1 IT 5 12.0
a_ ' i I_I I I -I 11 =1 I I -I 11 =1 I I -I 11 =1 11= 1
- ITI -ITi -ITI= III =ITI- III -lit= #57 WASHED STONE DIMENSIONS SHOWN ARE MINIMUM - - DATE
� =1 I1 =1 I1 =1 I1 =1 I1 =1 I1 1 I1TI 111 111 I1TI IIl 1 111 111 111 I1TI I1TI 111 I1= STEEP CUT OR FILL SLOPE
b N I I ITI 111 111 11= -III =1 111 111 I I - -I � I1 i 1I i I1 I I1 111 111 11'
C-4
6" MIN. -
- February 7, 2013
" FRONT VIEW NOTES: GEOTEXTILE FABRIC UNDER STONE
1. HEIGHT & WIDTH DETERMINED BY EXISTING
TOPOGRAPHY AND SEDIMENT STORAGE REQUIRED. CROSS SECTION O SCALE
2. KEY RIP RAP INTO THE DAM FOR STABILIZATION. PLAN VIEW
> o 67 87 87 NTS
M
DETAIL No. DETAIL No. DETAIL No.
; STANDARD CHECK DAM 04000.06 STANDARD CONSTRUCTION ENTRANCE 04000.07 STANDARD TEMPORARY DIVERSION DITCH 04000.09
0i -9 1 ,?, 1J1IIII JOB NO.
o EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 ���� i 1'
' t� • ....... /
U wwx�m § `` O • •MECHWART••
Cary Project #: 12 -SP -047 ? �� � &����$�, � � ? • EVANS •.9 =; 2 =12 -os77
3 HTE #: 13 -0672 ` sl ` rn ; HAMBLETON & i
0 � %, _� ; TILTON, INC. _
°Z ALL CONSTRUCTION SHALL CONFORM TO TOWN OF ApprovedbyTheTownofCary t =ice • No. F -1016 r�Q�
i i �kp .n : /V : SHEET
, f ° cq'••..
;w Development Review Committee
GARY AND NCDOT STANDARD AND SPECIFICATIONS �
Lo z r _ :. r` °,F\ 21/41
" N Planner ; Date k•
cx
M

17y4" FOR 2" SER.
8' -0" MAXIMUM
VARIABLE AS DIRECTED BY THE ENGINEER 13
\F <Ory /4" FOR 1y2" SER. COVER oQgpgQO "" 2Q, 3„
\ - FLANGED BALL ANGLE FLANGED BALL ANGLE Ib b qo q q
i METER VALVE METER VALVE -31b
SILT FENCE FABRIC _ _ - METER
MINIMUM 10 GAUGE BAFFLES WITH METAL POST, WOVEN WIRE
LINE WIRES WIREAFROM T OP SECOND MINIMUM 12y2 GAUGE FABRIC BACKING AND COIR FIBER NETTING
INTERMEDIATE WIRES BALL VALVE
18" LOCK CAP SKID RESISTANT °
GRADE
TOP OF DAM SURFACE MATERIAL SHALL BE
- - -- ------------------- - - - - -- - - -- LIGHT WEIGHT POLYMER
-1 I_I I_I I_I III_ III_ III_ III_ III_ III_ III_ 111_111_1 I_I I_I I_I I_I I_I I_I I_ 111_ 111_1 I_I I_I
=1'
111= 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111- 111 -1111 III III ,l _ _ _ _ CONCRETE
-III III- -11 =1 II -I � PULL SLOT 2
1= III= =III III 9'x6" IRON READER LID Z
I- II 1' IRON
SEDIMENT PIT
- 1' IRON
PENTA HEAD
v�
r -
5'
BRACE PIPE
BRACE PIPE
4
•,ao+" LOCKING BOLTS
III FRONT VIEW II ,,:..N...... .:. .. ............ • • �� ( )
III II II
_ 2
rrl r
6
3
_ — — •gat, ;.}l�r
"i
III II II
- -I
- III -I I I_I I I_
n
(7 V
STEEL POST ELEVATION STONE F BASE WASHED Z
WOVEN WIRE FABRIC
H
SILT FENCE FABRIC O
NOTES: NOTE: �
1) PIPING TO BE BRASS AND COPPER TUBING. METER INLET AND TO ENSURE POSITIVE
NOTE: o OUTLET TO BE EQUIPPED WITH FLANGED BALL ANGLE METER
o DRAINAGE, THE VAULT 30 A
NOTES: VALVES.
USE SILT FENCE ONLY WHEN DRAINAGE AREA - 3:: FILL SLOPE BOTTOM ANCHORED WITH STAPLES SHALL HAVE AN OPEN
LID 2) CUSTOM SETTERS SHALL BE EQUIPPED WITH STANDARD LOW w
DOES NOT EXCEED 1/4 ACRE AND NEVER IN N ? 1. DRIVE STEEL FENCE POST AT LEAST BOTTOM TO ALLOW -
/ // 3) BYPASS
SIETTERSLSHALL EBENASPMANUFACT ,URED BY MUELLER, DRAINAGE THROUGH STONE.
AREAS OF CONCENTRATED FLOW. *FOR REPAIR OF SILT FENCE FAILURES 18 INCHES INTO SOLID GROUND.
M USE DETAIL 04000.23 // SKIMMER WITH RETRIEVAL ROPE FORD, AY MCDONALD, OR APPROVED EQUAL. DIMENSIONS (INCHES) /
GRADE 2. WOOD POST ARE NOT ACCEPTABLE. x
= III =III =1 I. !'! =III _� 111= III = (SEE DETAIL 04000.18) 4) ALL COMMERCIAL APPLICATIONS REQUIRE A SEPARATE ABOVE /
- III -III - A B
II -I III -11 6" MINIMUM COVER GROUND BACKFLOW PREVENTER. d
III -III- -III -' 3. DIRECT WATER TO TOP OF BASIN. /
I III =1�'- OVER SKIRT �k 5) CUSTOM SETTER SHALL BE INSTALLED SUCH THAT METER 1834" 303x" g
o =III STONE APRON REGISTER IS LOCATED 5 TO 8 INCHES BELOW METER BOX COVER.
ANCHOR SKIRT AS 9 /
N = DIRECTED BY ENGINEER * PERSPECTIVE VIEW MOUSE HOLES (2) / BOX
TIII 4" X 4" OPENING WITH 4" X 4"
87 SIDE VIEW e7 e7 KNOCKOUT ABOVE OPENING 00
a,. DETAIL No. DETAIL No. DETAIL No. ZD Q
STANDARD TEMPORARY SILT FENCE 04000.01 STANDARD TEMPORARY SKIMMER BASIN 04000.03 STANDARD 12 " & 2" METER INSTALLATION & VAULT 06000.02 Q
EFFECTIVE: 12/10/09 SHEET 1 of 1 EFFECTIVE: 12/10/09 SHEET 1 OF 2 EFFECTIVE: 12/10/09 SHEET 1 of 1 N
0(
G
0
ENERAL NOTES: VARIABLE WIDTH o CJ
ADD 4X3 1) METER AND BYPASS ASSEMBLY PIPING TO BE DUCTILE IRON FLANGED PIPE INSIDE THE VAULT. m VARIABLE WIDTH m 2' TYPICAL = cn M �
REDUCERS 2) METER FACE TO BE A MAXIMUM OF 3 FEET BELOW FINISHED GRADE. 2' TYPICAL 6' IF SIDEWALK w z : o ra
4x4 - - 4x4 3) ACCESS DOOR SHALL BE H -20 RATED ALUMINUM DOUBLE DOOR WITH A MINIMUM OPENING OF 48" X 48 ". v 6' IF SIDEWALK z v z W o
TEE TEE 4) VALVES SHALL BE IRON BODY TYPE, RESILIENT WEDGE GATE VALVES WITH NON- RISING STEM, HANDWHEEL w o ,�, z m N o -0
° ADD 4X3 REDUCERS o w z w g co L
OPERATORS AND FLANGE CONNECTIONS. SUPPORTS SHALL BE EITHER SOLID BRICK, SOLID BLOCK, OR CMU. w Y � o 00 M
F ° ° 5) TO ENSURE POSITIVE DRAINAGE, THE VAULT SHALL BE TIED INTO THE EXISTING STORM DRAINAGE SYSTEM, Q � Q a w > °' LL 0
IF POSITIVE DRAINAGE IS UNOBTAINABLE, A SUMP PUMP SHALL BE LOCATED AND OPERATED IN THE VAULT. m o w m v w < 0 Z
3" METER ASSEMBLY 6) ALL COMMERCIAL OR OTHER NON- RESIDENTIAL APPLICATIONS REQUIRE AN ABOVE GROUND BACKFLOW �"� �► PLAN VIEW o
PREVENTER. FLDW 4x4 4x4 FL ❑W (SEE SHEET 1 OF 4 FOR SECTION VIEW) I ~ Q w >
7) DOUBLE DOORS SHALL BE LOCKABLE WITH OWNER- SUPPLIED PADLOCK. TEE TEE z I I z w z o N � Ln
» I FOR CONTINUATION BY I FOR CONTINUATION BY PLUMBING = rn
3 METER ASSEMBLY I PLUMBING CONTRACTOR
10' -0" a ° as a a w I w I CONTRACTOR (TYPICAL)
6 ° —a ° WATER METER T.O.C. STANDARD a
GATE VALVE a RESTRAINED UTILITY ANCHORS �a - (SEE DETAIL 06000.02) I WATER METER IN VAULT
SECTION VIEW � � (TYPICAL) FLAN ED COU LING 6'MIN. (TYPICAL) i ° -
STANDARD VALVE BOX 48 "x48" OPENING o I GATE VALVE (SEE DETAIL 06000.02)
(SEE SHEET 2 OF 4 FOR PLAN VIEW) a I � � I °
GATE VALVE - - - - - -
FLOOR SIZE TO MAIN
TYPE "K" CTS SIZE TO MAIN TYPE "K"
� ° a I DRAIN I / / RESTRAINED U
(SEE DETAIL 06000.08) BROOM FINISH a BLO KING BLOCKING CTS W M REDUCER z ~J
& EDGE STANDARD VALVE BOX ALL PIPING INTO O / / \ / \ / \ / \ / \ / \ / \// \ / \ / \ / \ / \/ I I i (IF NECESSARY)
FINISHED GRADE - - - - - - - - - BE /� \ / / / / /// \ / \ / \ / \/� 4" D.I. WATER LINE x
W M.
VAULT SHALL I 2' 5" I I 4" D.I. WATER LINE 4"
- - - - - - - - //% / RESTRAINED i i MIN. ! \/ MINIMUM
\ / \/\ ( ) POST INDICATOR VALVE (MINIMUM) w
�� 12.. /F i i WATER \ \v " 12" I ° I I I I
/` METER ° W/ 36" UNOBSTRUCTED THRUST COLLAR O
MULTISEAL \ \/ MIN. STRAINER I MIN. a I 4° GV W /C.I. CLEARANCE (RESTRAINED) I I ON LAST JOINT I Z
4" GV W C.I. OF PIPE h�l
IN JOINT \\\� a p FLOW 7�► 4x4 ° 4x4 0 o I VALVE BOX I I VALVE BOX WM• Z �f
TEE °�° TEE 7�► I I I O W F-1 I..�
> �/ z : J' RESTRAINED I POST INDICATOR VALVE W
F 'i� .t GATE GATE I X// %% DISMANTLING RESTRAINED REDUCER I
z o P ��i�\ LINK SEAL /'K ✓ \/ y \ / \ / \ / \/ I I WITH 36" UNOBSTRUCTED A
I a VALVE VALVE /� /i OR BOOT r JOINT I IF NECESSARY I I O
� � v v � � /vivivivivivivivi I ( )
o ALL PIPING INTO ``� 12„ _ RESTRAINED _ \ \ ` CLEARANCE RESTRAINED r
CONNECTION e / / / / / /// i�
4x4 DISMANTLING 4x4 12° \ / \/\ % / \ / \ / \ / \ / \ / \/ i Z
THE VAULT SHALL STRAINER \T/\/�\ a / / \j \j \j \j \j \j I 20' FOR CONTINUATION BY FOR CONTINUATION
BE RESTRAINED MIN. TEE JOINT TEE MIN. \ \j / \ \j /\y� > I \ \ \ \ \ \ \\ FIRE SERVICE CONTRACTOR 20 FIRE SERVICE CONTRACTOR O w ~
0 0 \ T.O.C. WATER
FLOW ]P* FLOW 7�► 57 STONE ACCESS DOOR I LINE EASEMENT LINE O EASEMENT W ~ N
o o # I (SHOWN CLOSED) SLAM LOCK LIFTING I I I ISLAND CURB I I w I4
(SEE SHEET 1 OF 4) WATER HANDLE HANDLE & GUTTER I I
FLOOR DRAIN I I ISLAND CURB
W/ DEBRIS METER 12 "MIN. SLOPE 2.0% TO I I I I &GUTTER U
MAIN SCREEN LO R DRAIN c
Fb °� - -- - - -� -- - --
� �'
12" MINIMUM # 57 STONE
DRAIN ® 1% MINIMUM TYPE A — SINGLE SERVICE TYPE B — DOUBLE SERVICE
SLOPE TO DAYLIGHT
OR STORM DRAINAGE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - 4' -0" NOTE: SYSTEM TO BE MAINTAINED BY THE NOTE: SYSTEM TO BE MAINTAINED BY THE E
=111 I= 111= 111= 111= 111= 111 =111 = 11= 111= 111 =I 111= 111= 111 =111- -III- OWNER PAST THE EASEMENT LINE. OWNER PAST THE EASEMENT LINE. $
1- - - -I -III -I = III =1I' UNDISTURBED e7 10' -0" 6" 87 -
SUBGRADE
M 7
DETAIL No. DETAIL No. DETAIL No.
STANDARD 3" OR 4" METER INSTALLATION & VAULT 06000.03 STANDARD 3" OR 4" METER INSTALLATION & VAULT 06000.03 STANDARD COMBINED FIRE &DOMESTIC WATER SERVICE 06000.05
EFFECTIVE: 12/10/09 SHEET 1 of 4 EFFECTIVE: 12/10/09 SHEET 2 of 4 EFFECTIVE: 12/10/09 SHEET 1 OF 1 a o ;
i
14„ SQ• DOUBLE CHECK DETECTOR CLOSED PICKHOLES (2) V q O
FIELD ADJUSTMENT INSTRUCTIONS NOTES: DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY 53/4 °° O
1) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION VARIES VARIES O
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511. (SEE MANUFACTURER) (SEE MANUFACTURER) �a��0 1" RAISED LETTERING O 12 M
1. REMOVE THE BODY FROM THE TOP OF THE 2) REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION 5Y4 rn
INDICATOR POST ASSEMBLY. 6" DIAMETER ASSEMBLY SHALL COMPLY WITH ASSE 1047. WATER (RECESSED FLUSH) �/ p
2. CUT THE REQUIRED LENGTH OFF THE BOTTOM 3) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY y4_ 1Y2.. '1 (TO BE LABELED WATER" OR H `�
LL
OF THE STANDPIPE FOR THE GROUND LINE TO TAMPER SWITCH SHALL COMPLY WITH ASSE 1015 & AWWA C510. - - "SEWER ", AS APPROPRIATE) Q�
SHUT (SEE INSET) 4) DOUBLE CHECK DETECTOR BACKFLOW PREVENTION 5 " v1 O
MATCH UP WITH STANDPIPE GROUND LINE MARK. ASSEMBLY SHALL COMPLY WITH ASSE 1048. 76
3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF BODY 5) BACKFLOW ASSEMBLY SHALL BE CENTERED ON CONCRETE OR
1" SQUARE PAD AND CENTERED WITHIN ENCLOSURE. ® BOX SHALL BE CENTERED a = of
9" ABOVE THE TOP OF THE STANDPIPE. PADLOCK O 6) CLASS I, ASSE 1060 HEATED AND INSULATED F
4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE o EXTENSION 9„ (7" MIN.) WEATHERPROOF ENCLOSURE REQUIRED. 2„ OVER VALVE Q M
APPROPRIATE VALVE SIZE. Ln
(10" MAX.) 7) STANDARD 120V GFCI ELECTRICAL RECEPTACLE TO BE J— O
INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL 4" s
5. RE- ATTACH THE BODY TO THE TOP OF THE STANDPIPE CODE FOR OUTDOOR OPERATION. REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
01 N INDICATOR POST ASSEMBLY. 36" (PAINTED RED) 8) PIPE MATERIAL SHALL BE CLASS 350 DIP APPROVED BY VARIES (SEE MANUFACTURER) 4" MIN. CLEARANCE d N
o THE TOWN. c N .o
WITH VALVE OPEN J 7 ALL PARTS SHALL BE OF
N 6. ALL POST INDICATOR VALVES SHALL BE 57/16" � 04 r�
9) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL m THE SAME MATERIAL AND c � `'
° INSTALLED WITH AN ELECTRONIC UL LISTED APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS IN SUPPLIED BY THE SAME ° z
GFCI ELECTRICAL
° TAMPER SWITCH. STANDPIPE GROUND LINE MARK ADDITION TO THE N.C. PLUMBING CODE. uJ > LID 00
RECEPTACLE w > MANUFACTURER �' 00
10) PROPERTY OWNER SHALL BE RESPONSIBLE FOR APPROVED z °� H o00
7. THERE SHALL BE 36" OF UNOBSTRUCTED STANDPIPE w c m = 6
E GROUND LINE OR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY OS & Y ao a w o c -
o CLEARANCE AROUND THE PERIMETER OF ALL AND COMPLIANCE WITH REPORTING AND TESTING GATE VALVE Q" U -
POST INDICATOR VALVES. _ _ FINISHED GRADE REQUIREMENTS. CLASS 350 w z - -
8. POST INDICATOR VALVE SHALL BE LOCATED AT -III III III - DIP FLANGED a w a - - - - - 75/8" a ° o
CLASS 1, ASSE 1060 HEATED & FITTING > w Of _ m z
T A MINIMUM 5 -ft FROM BUILDING. STANDPIPE v a z 73/g" 0N �,
m -I GROUND LINE OR INSULATED WEATHERPROOF ENCLOSURE > a t
(PAINTED BLACK) ANCHORED TO CONCRETE PAD O - - 3 0 > o M 117 o FINISHED GRADE _ s1/2" 3 .. 6 /8" 3 r o.
INSET � - � 2' -0�� 2' - °�� w �8
a III IF RPZ, PROVIDE DRAIN PORT FOR CLEAR z ADJUSTABLE CLEAR 2" H o
5y8„ - POSITIVE DRAINAGE OUT OF ENCLOSURE I � PIPE 6 "MIN. - - - - - _ _ c U °
4 -ft - (MINIMUM TWICE THE SIZE OF RPZ) SUPPORT--"' 1 ° CLEAR w c o t
MINIMUM -1 =1 1 =1 = - III 8" J 11/2" w ii r� o
_ =ITi _ I1I' m
POST INDICATOR ASSEMBLY 6° 3000 PSI CONCRETE SII l =iii - 1 1 Tr, I- 1111IIIIIIIIIIII1111- 1111 =1I - Q COMPLETE BOX
12„ 101/4„ DATE
SNIT DIAMETER B. ll11 TI1 11111111111-1111111-1111111-11111111111- 11 11 r >
WITH BODY REMOVED DIMENSIONS PER ENCLOSURE MAINTAIN 2" ANNULAR - of
N TAMPER D NOTES:
PADLOCK SWITCH MANUFACTURER SPECIFICATION AREA AROUND DIP AND S�BGRADED m BOTTOM SECTION y
0 ELECTRICAL CONDUIT z Februar 7, 2013
N
1. VALVE BOX COVER SHALL WEIGH A MINIMUM 26 Ibs.
® DIP, MJ FITTING (ROD BACK TO MAIN LINE APPROVED CLASS 350 DIP - - -
°' VALVE AND PROVIDE REACTION BLOCKING RESTRAINED OR RODDED M 65/8 "� 2. ENTIRE VALVE BOX ASSEMBLY & COVER SHALL BE
TO RISER ROOM OR INSTALL LOCKING RETAINER GLAND)
CAST FROM CLASS 35 GRAY IRON. SCALE
APPROVED CLASS 350 DIP, RESTRAINED FLOW FLOW 3. ASSEMBLY SHALL BE DOMESTICALLY MADE AND
> 30 OR RODDED TO MAIN LINE VALVE WEDGE ACTION RETAINER a7 TOP SECTION MANUFACTURED IN THE U.S.A. NITS
<°a o 87 - -
y 187 1 1- III „I l li l GLAND
m DETAIL No DETAIL No. DETAIL No.
STANDARD COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY,
{
°z EFFECTIVE STANDARD POST INDICATOR VALVE 0600019 3” DIAMETER AND LARGER) 06200.05 STANDARD VALVE BOX INSTALLATION „11111 // 06000.08 JOB NO.
� EFFECTIVE: 12/10/09 SHEET 1 OF 1 EFFECTIVE: 12/10/09 � � _ ��� /��HEET 2 OF 2
�U �� 14' ``�����.• ••�EVANS•• '/�9 2012 -0577
d M Cary Project #: 12 -SP -047 a • MECHWART
r 3 HTE #: 13 -0672 m HAMBLETON &
t - TILTON, INC. -
°Z ALL CONSTRUCTION SHALL CONFORM TO TOWN OF Approved by The Town of Cary '' �s.:' No. F -1016 ;�Q� SHEET
;� CARY AND NCDOT STANDARD AND SPECIFICATIONS
w 1 . i '•. �
°
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EFFECTIVE: 12/10/09
I
------------------- - - - - --
WHEELCHAIR
RAMP
SIDEWALK
\ - - -
\�� - -- - - - - - - - - - - EDGE OF SIDEWALK
NO OBSTRUCTIONS IN THIS AREA PROPOSED 3'
(INCLUDING LANDSCAPING), HYDRANT
2' MIN.
5' MAX.
BACK OF CURB
CURB & GUTTER
EDGE OF PAVEMENT
3'
MINIMUM 10' 3'
BEYOND RADIUS
STANDARD HYDRANT LOCATION
A A
d "a.
a 18" 12" RISER 12"
FLOW CLEAR CLEAR EAR PIPE CLEAR EXCESS PRESSURE RELIEF
(OR AT INSP. TEST)
12" } - - - - 1 � 12„
CLEAR 0 0 CLEAR ..
WATER MOTOR GONG
- - - (IF REQUIRED)
18" 0 a
CLEAR FLOOR ALARM VALVE WITH
12 "CLEAR DRAIN GAUGES AND RETARD
a 36 d.,
REDUCED PRESSURE PRINCIPLE DETECTOR
BACKFLOW PREVENTER ASSEMBLY
SPRINKLER VALVE TRIM AREA
18 CLEARANCE ON SIDES
36" (MOUNT HORIZONTAL ONLY)
APPROACH CLEARANCE
TAMPER SWITCH
AWWA SPEC #C151 a < ®� Fes►
TOP VIEW CLASS 350 FLANGED 12" MIN.
FITTING CEMENT LINED CLEAR
EFFECTIVE: 12/10/09
TO SPRINKLER RISER
(SEE DETAIL 06000.17 FOR
CONNECTION)
MECHANICAL JOINTS
(TYPICAL)
e •
111111- °
LIII -III �j
II1111111111111 .`° Xr
DETAIL No.
06000.07
SHEET 1 OF 2
TO SPRINKLER SYSTEM
WATER FLOW SWITCH
(MUST TIE INTO A
CENTRAL STATION)
- FDC CHECK VALVE
DUCTILE IRON TO FDC
(18"-36" ABOVE
REDUCER OR o o FINISHED GRADE)
REDUCER ELBOW---,
}L BALL DRIP VALVE
FILL PIPE MAIN DRAIN TO OUTSIDE
WATER FLOW SWITCH
(MUST TIE INTO A
CLEARANCE
6" MIN. 0 0
CUP 12" MIN.
------------------- - - - - --
WHEELCHAIR
RAMP
SIDEWALK
\ - - -
\�� - -- - - - - - - - - - - EDGE OF SIDEWALK
NO OBSTRUCTIONS IN THIS AREA PROPOSED 3'
(INCLUDING LANDSCAPING), HYDRANT
2' MIN.
5' MAX.
BACK OF CURB
CURB & GUTTER
EDGE OF PAVEMENT
3'
MINIMUM 10' 3'
BEYOND RADIUS
STANDARD HYDRANT LOCATION
A A
d "a.
a 18" 12" RISER 12"
FLOW CLEAR CLEAR EAR PIPE CLEAR EXCESS PRESSURE RELIEF
(OR AT INSP. TEST)
12" } - - - - 1 � 12„
CLEAR 0 0 CLEAR ..
WATER MOTOR GONG
- - - (IF REQUIRED)
18" 0 a
CLEAR FLOOR ALARM VALVE WITH
12 "CLEAR DRAIN GAUGES AND RETARD
a 36 d.,
REDUCED PRESSURE PRINCIPLE DETECTOR
BACKFLOW PREVENTER ASSEMBLY
SPRINKLER VALVE TRIM AREA
18 CLEARANCE ON SIDES
36" (MOUNT HORIZONTAL ONLY)
APPROACH CLEARANCE
TAMPER SWITCH
AWWA SPEC #C151 a < ®� Fes►
TOP VIEW CLASS 350 FLANGED 12" MIN.
FITTING CEMENT LINED CLEAR
EFFECTIVE: 12/10/09
TO SPRINKLER RISER
(SEE DETAIL 06000.17 FOR
CONNECTION)
MECHANICAL JOINTS
(TYPICAL)
e •
111111- °
LIII -III �j
II1111111111111 .`° Xr
DETAIL No.
06000.07
SHEET 1 OF 2
TO SPRINKLER SYSTEM
WATER FLOW SWITCH
(MUST TIE INTO A
CENTRAL STATION)
- FDC CHECK VALVE
DUCTILE IRON TO FDC
(18"-36" ABOVE
REDUCER OR o o FINISHED GRADE)
REDUCER ELBOW---,
}L BALL DRIP VALVE
FILL PIPE MAIN DRAIN TO OUTSIDE
STANDARD 4' MANHOLE RING AND COVER.
NOTE: COVER SHOULD BE LABELED WATER.
(SEE DETAIL 07000.03)
_JR FINISHED GRADE J.
III =III III - III =III III =III III - III =III=
-III I C I -I � I III -I � I -III I C I -I � I -�
I I III -III III - III - III -I 11 -1 I I III - III -I 11=
III -III III -III , I i' I I I_I I I -III -:
APPROVED WAFER CHECK OR
SWING CHECK VALVE WITH
HORIZONTALLY MOUNTED
BALL DRIP VALVE
1 =1 1= l 111_111 =1 III =1 I '`.
=1II III -I 1=1,1=
MINIMUM OF TWO 3/4" RODS
W/ BITUMINOUS COATING (TYPICAL)
EFFECTIVE: 12/10/09
CMU SUPPORT
OR PIPE STAND
36" UNOBSTRUCTED CLEARANCE
'----- - - - - -.
FIRE DEPARTMENT SIDEWALK TYPE SIAMESE
CONNECTION WITH 2y2" NST
2' -0" MINIMUM, 15' -0" MAXIMUM
FROM CURB OR EDGE OF PAVEMENT
3' -0
NO PARKING IN
6" X 18" FRONT OF FDC.
CONCRETE SLEEVE
if ­i
-- - - - - - -- ROADWAY
II III 111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
11 4 1- I L:
1 I 3,_6„
MINIMUM
MECHANICAL
JOINTS
THRUST BLOCK (TYPICAL)
4" D.I. PIPE
III =1i (SEE DETAIL 06000.13)
2 "MIN. iI -III III III II ` IIIIIIIIIIIIII
" III -III II III -III-
1 =1 I I III '� I I III III =1
• " 111 III I III II1 =111
___ I II III III .III -
III 111 III II1 III-
II III -I
-III 1 1 -111- 1 1 1- 111 I-
1I 1 -1 � I I I, � 11 I I 11 11111 11-
12" OF #57 WASHED
STONE
NOTES:
1) ALL SIAMESE CONNECTION'S MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING.
CURB SIDE FIRE DEPARTMENT CONNECTION
DETAIL No.
06000.18
SHEET 1 OF 2
BACK OF CURB
3' 3'
PROPOSED HYDRANT
U)
w
U
a
U)
z_
Y
a
Cn
Q
w
Q
Cn
NO OBSTRUCTIONS IN THIS AREA
(INCLUDING LANDSCAPING)
CURB & GUTTER
PARKING LOT
%W
DETAIL No.
STANDARD HYDRANT LOCATION (FOR PARKING LOT) 06000.07
EFFECTIVE: 12/10/09 SHEET 2 OF 2
A A
d 18" 12" 12„ TO SPRINKLER SYSTEM
FLOW CLEAR - CLEAR
12" 1 12„
CLEAR O O CLEAR
ELECTRIC BELL
18 0 RISER e
CLEAR PIPE FLOOR
12 "CLEAR DRAIN
36" TEST & DRAIN VALVE
4. Q q
a SIGHT GLASS
REDUCED PRESSURE PRINCIPLE DETECTOR
SPRINKLER VALVE TRIM AREA
BACKFLOW PREVENTER ASSEMBLY
36" (18" CLEARANCE ON SIDES)
APPROACH CLEARANCE (MOUNT HORIZONTAL ONLY)
TAMPER SWITCH
TOP VIEW AWWA SPEC #C151 ®� Fri
CLASS 350 FLANGED 12" MIN.
FITTING CEMENT LINED CLEAR
WATER FLOW SWITCH
(MUST TIE INTO A
CLEARANCE
6" MIN. 0 0
CUP 12" MIN.
GFCI ELECTRICAL RECEPTACLE
(OPTIONAL)
CLEAR
o
-J
WATER PRESSURE
5' MAXIMUM
GAUGE
SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN
CLEAR
�Typ�
FLOOR DRAIN W/
DEBRIS SCREEN
NIPPLE AND RODDING TO VALVE.
TAMPER SWITCH.
THREADED
(SEE RISER MANIFOLD
DEBRIS SCREEN
SIDE VIEW)
1
erFDC CHECK VALVE
TRANSPORTATION ROADWAY USE D.O.T. STANDARDS
FILL CUP PIPED TO
SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL PRODUCT
TRAVEL /FIRE LANE
FOR LOCATION OF HYDRANT.
PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED.
OUTSIDE OR MAIN DRAIN.
HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET
1, -0„
STD. RODDING MAY BE SUBSTITUTED WITH AN APPROVED WEDGE
w
DRAIN PIPE SIZED BY
MINIMUM
5.
DRAIN PORT - PROVIDE
USE MEGA -LUGS OR A MINIMUM
HYDRANT EXTENSIONS ARE PROHIBITED.
ENGINEER.
Z
POSITIVE DRAINAGE OUT OF
USE MEGA -LUGS OR A MINIMUM
BALL
ENCASEMENT
ENCLOSURE (MINIMUM TWICE
RODS WITH BITUMINOUS COATING
CONCRETE THRUST BLOCK.
OF TWO 3/4" STAINLESS STEEL
NOTE: CONCRETE SHALL NOT CONTACT
RODS WITH BITUMINOUS COATING
CONCRETE THRUST BLOCK.
BOLTS OR ENDS OF MECHANICAL FITTINGS.
CURB & GUTTER
NOTE: CONCRETE SHALL NOT CONTACT
D y
N
BOLTS OR ENDS OF MECHANICAL FITTINGS.
ALTERNATE SPRINKLER RISER, NFPA 13R RISER
8 SECTION "A -A"
SHEET 2 OF 2
DETAIL No.
STANDARD SPRINKLER RISER, NFPA 13
06000.17
SHEET 1 OF 2
STANDARD 4' MANHOLE RING AND COVER.
NOTE: COVER SHOULD BE LABELED WATER.
(SEE DETAIL 07000.03)
_JR FINISHED GRADE J.
III =III III - III =III III =III III - III =III=
-III I C I -I � I III -I � I -III I C I -I � I -�
I I III -III III - III - III -I 11 -1 I I III - III -I 11=
III -III III -III , I i' I I I_I I I -III -:
APPROVED WAFER CHECK OR
SWING CHECK VALVE WITH
HORIZONTALLY MOUNTED
BALL DRIP VALVE
1 =1 1= l 111_111 =1 III =1 I '`.
=1II III -I 1=1,1=
MINIMUM OF TWO 3/4" RODS
W/ BITUMINOUS COATING (TYPICAL)
EFFECTIVE: 12/10/09
CMU SUPPORT
OR PIPE STAND
36" UNOBSTRUCTED CLEARANCE
'----- - - - - -.
FIRE DEPARTMENT SIDEWALK TYPE SIAMESE
CONNECTION WITH 2y2" NST
2' -0" MINIMUM, 15' -0" MAXIMUM
FROM CURB OR EDGE OF PAVEMENT
3' -0
NO PARKING IN
6" X 18" FRONT OF FDC.
CONCRETE SLEEVE
if ­i
-- - - - - - -- ROADWAY
II III 111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
11 4 1- I L:
1 I 3,_6„
MINIMUM
MECHANICAL
JOINTS
THRUST BLOCK (TYPICAL)
4" D.I. PIPE
III =1i (SEE DETAIL 06000.13)
2 "MIN. iI -III III III II ` IIIIIIIIIIIIII
" III -III II III -III-
1 =1 I I III '� I I III III =1
• " 111 III I III II1 =111
___ I II III III .III -
III 111 III II1 III-
II III -I
-III 1 1 -111- 1 1 1- 111 I-
1I 1 -1 � I I I, � 11 I I 11 11111 11-
12" OF #57 WASHED
STONE
NOTES:
1) ALL SIAMESE CONNECTION'S MUST BE WITHIN 50 FEET OF A FIRE HYDRANT.
2) SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING.
CURB SIDE FIRE DEPARTMENT CONNECTION
DETAIL No.
06000.18
SHEET 1 OF 2
BACK OF CURB
3' 3'
PROPOSED HYDRANT
U)
w
U
a
U)
z_
Y
a
Cn
Q
w
Q
Cn
NO OBSTRUCTIONS IN THIS AREA
(INCLUDING LANDSCAPING)
CURB & GUTTER
PARKING LOT
%W
DETAIL No.
STANDARD HYDRANT LOCATION (FOR PARKING LOT) 06000.07
EFFECTIVE: 12/10/09 SHEET 2 OF 2
A A
d 18" 12" 12„ TO SPRINKLER SYSTEM
FLOW CLEAR - CLEAR
12" 1 12„
CLEAR O O CLEAR
ELECTRIC BELL
18 0 RISER e
CLEAR PIPE FLOOR
12 "CLEAR DRAIN
36" TEST & DRAIN VALVE
4. Q q
a SIGHT GLASS
REDUCED PRESSURE PRINCIPLE DETECTOR
SPRINKLER VALVE TRIM AREA
BACKFLOW PREVENTER ASSEMBLY
36" (18" CLEARANCE ON SIDES)
APPROACH CLEARANCE (MOUNT HORIZONTAL ONLY)
TAMPER SWITCH
TOP VIEW AWWA SPEC #C151 ®� Fri
CLASS 350 FLANGED 12" MIN.
FITTING CEMENT LINED CLEAR
WATER PRESSURE DUCTILE IRON 1CF1 O FDC
GAUGE '36" ABOVE
3 -WAY GLOBE REDUCER OR o o NISHED GRADE)
VALVE REDUCER ELBOW
BALL DRIP VALVE
MANIFOLD BODY------__ TAMPER SWITCH FILL � MIN. PIPE MAIN DRAIN TO OUTSIDE
CUP
RISER MANIFOLD
SIDE VIEW
EFFECTIVE: 12/10/09
WATER FLOW SWITCH
(MUST TIE INTO A
CLEARANCE
6" MIN. 0 0
CENTRAL STATION)
GFCI ELECTRICAL RECEPTACLE
(OPTIONAL)
CLEAR
o
-J
WATER PRESSURE
5' MAXIMUM
GAUGE
SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN
O 3 -WAY GLOBE
HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P.
VALVE
DEBRIS SCREEN
NIPPLE AND RODDING TO VALVE.
TAMPER SWITCH.
THREADED
(SEE RISER MANIFOLD
IF HYDRANT IS LOCATED ON A DEPARTMENT OF
SIDE VIEW)
1
erFDC CHECK VALVE
WATER PRESSURE DUCTILE IRON 1CF1 O FDC
GAUGE '36" ABOVE
3 -WAY GLOBE REDUCER OR o o NISHED GRADE)
VALVE REDUCER ELBOW
BALL DRIP VALVE
MANIFOLD BODY------__ TAMPER SWITCH FILL � MIN. PIPE MAIN DRAIN TO OUTSIDE
CUP
RISER MANIFOLD
SIDE VIEW
EFFECTIVE: 12/10/09
NOTES:
1) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1015 & AWWA C510.
3) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED
WITHIN 5 -FT OF THE METER BOX.
4) BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED
ON CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD
AND CENTERED WITHIN ENCLOSURE.
5) MINIMUM INSULATED CLASS I OR CLASS 11, ASSE 1060
WEATHERPROOF ENCLOSURE REQUIRED (HEATING
OPTIONAL).
6) OPTIONAL 120V GFCI ELECTRICAL RECEPTACLE TO BE
INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL
CODE FOR OUTDOOR OPERATION.
7) PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER),
COPPER (TYPE K), OR BRASS (ASTM B43).
8) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL
APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS
IN ADDITION TO THE N.C. PLUMBING CODE.
9) PROPERTY OWNER SHALL BE RESPONSIBLE FOR
MAINTENANCE AND OPERATION OF BACKFLOW
ASSEMBLY AND COMPLIANCE WITH REPORTING AND
TESTING REQUIREMENTS.
EFFECTIVE: 12/10/09
REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER)
OR
DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER) CLASS 1 OR CLASS 2, ASSE
1060 INSULATED WEATHERPROOF
ENCLOSURE ANCHORED TO
CONCRETE OR APPROVED
4„ FIBERGLASS MOUNTING PAD
w
Q
D
(UNPAVED AREAS)
CLEARANCE
6" MIN. 0 0
O
0
°
6
GFCI ELECTRICAL RECEPTACLE
(OPTIONAL)
CLEAR
(TYP)
FLOOR DRAIN W/
5' MAXIMUM
D
SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN
a
HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P.
z
DEBRIS SCREEN
NIPPLE AND RODDING TO VALVE.
7.
THREADED
FILL CUP PIPED TO
IF HYDRANT IS LOCATED ON A DEPARTMENT OF
w
1
UNION
TRANSPORTATION ROADWAY USE D.O.T. STANDARDS
OUTSIDE OR MAIN DRAIN.
SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL PRODUCT
TRAVEL /FIRE LANE
FOR LOCATION OF HYDRANT.
PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED.
DRAIN PIPE SIZED BY
HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET
1, -0„
STD. RODDING MAY BE SUBSTITUTED WITH AN APPROVED WEDGE
w
ENGINEER.
MINIMUM
5.
DRAIN PORT - PROVIDE
USE MEGA -LUGS OR A MINIMUM
HYDRANT EXTENSIONS ARE PROHIBITED.
Z
POSITIVE DRAINAGE OUT OF
OF TWO 3/4" STAINLESS STEEL
BALL
ENCASEMENT
ENCLOSURE (MINIMUM TWICE
RODS WITH BITUMINOUS COATING
CONCRETE THRUST BLOCK.
NOTE: CONCRETE SHALL NOT CONTACT
VALVE
BOLTS OR ENDS OF MECHANICAL FITTINGS.
CURB & GUTTER
° s 8 SECTION "A -A"
D y
N
DETAIL No.
ALTERNATE SPRINKLER RISER, NFPA 13R RISER
06000.17
SHEET 2 OF 2
NOTES:
1) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1015 & AWWA C510.
3) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED
WITHIN 5 -FT OF THE METER BOX.
4) BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED
ON CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD
AND CENTERED WITHIN ENCLOSURE.
5) MINIMUM INSULATED CLASS I OR CLASS 11, ASSE 1060
WEATHERPROOF ENCLOSURE REQUIRED (HEATING
OPTIONAL).
6) OPTIONAL 120V GFCI ELECTRICAL RECEPTACLE TO BE
INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL
CODE FOR OUTDOOR OPERATION.
7) PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER),
COPPER (TYPE K), OR BRASS (ASTM B43).
8) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL
APPLICABLE TOWN ORDINANCES AND SPECIFICATIONS
IN ADDITION TO THE N.C. PLUMBING CODE.
9) PROPERTY OWNER SHALL BE RESPONSIBLE FOR
MAINTENANCE AND OPERATION OF BACKFLOW
ASSEMBLY AND COMPLIANCE WITH REPORTING AND
TESTING REQUIREMENTS.
EFFECTIVE: 12/10/09
REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER)
OR
DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY
VARIES
(SEE MANUFACTURER) CLASS 1 OR CLASS 2, ASSE
1060 INSULATED WEATHERPROOF
ENCLOSURE ANCHORED TO
CONCRETE OR APPROVED
4„ FIBERGLASS MOUNTING PAD
w
Q
D
(UNPAVED AREAS)
CLEARANCE
6" MIN. 0 0
O
0
°
6
GFCI ELECTRICAL RECEPTACLE
(OPTIONAL)
MIN.
z
5' MAXIMUM
D
SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN
a
HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P.
z
THE DITCH LINE OR SLOPE SHALL BE PROHIBITED.
NIPPLE AND RODDING TO VALVE.
7.
THREADED
PUMPER NOZZLE FACING THE
IF HYDRANT IS LOCATED ON A DEPARTMENT OF
w
1
UNION
TRANSPORTATION ROADWAY USE D.O.T. STANDARDS
SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL PRODUCT
TRAVEL /FIRE LANE
FOR LOCATION OF HYDRANT.
PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED.
N
HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET
1, -0„
STD. RODDING MAY BE SUBSTITUTED WITH AN APPROVED WEDGE
w
CONCRETE SIDEWALK
MINIMUM
5.
DRAIN PORT - PROVIDE
9.
HYDRANT EXTENSIONS ARE PROHIBITED.
Z
POSITIVE DRAINAGE OUT OF
"MIN.
BALL
ENCASEMENT
ENCLOSURE (MINIMUM TWICE
6
VALVE
THE SIZE OF RPZ)
CURB & GUTTER
D y
N
FINISHED GRADE
ROADWAY
\ \ \
M
4" 3000 PSI CONCRETE
° VIII I I =1111 1111_11 IIII III VIII -11111 II;I 1111111 III VIII- 11111 111111 SLAB. DIMENSIONS PER
M -11111
BOXMANUFACT F CATIONSURER
MINIMUM 6"
OPENING MINIMUM 2"
ao ANNULAR AREA
FLOW 30* i* FLOW
Ii-
DETAIL No.
STANDARD V to 2 Y2" COMMERCIAL OUTDOOR BACKFLOW ASSEMBLY 06200.03
SHEET 1 OF 1
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
2' MINIMUM
NOTES:
(UNPAVED AREAS)
VALVE BOX COVER C
1.
15' MAXIMUM
6.
HYDRANT SHALL BE INSTALLED AT LEAST 2 FEET BEYOND TOP
5' MAXIMUM
D
SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN
HYDRANT TO BE PLACED WITH
HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P.
z
THE DITCH LINE OR SLOPE SHALL BE PROHIBITED.
NIPPLE AND RODDING TO VALVE.
7.
STD. RODDING AND BLOCKING FROM GATE VALVE TO HYDRANT MAY
PUMPER NOZZLE FACING THE
IF HYDRANT IS LOCATED ON A DEPARTMENT OF
1
TRANSPORTATION ROADWAY USE D.O.T. STANDARDS
SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL PRODUCT
TRAVEL /FIRE LANE
FOR LOCATION OF HYDRANT.
PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED.
4.
HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET
8.
STD. RODDING MAY BE SUBSTITUTED WITH AN APPROVED WEDGE
FROM BACK OF CURB.
CONCRETE SIDEWALK
ACTION RETAINER GLAND.
5.
CONCRETE
9.
HYDRANT EXTENSIONS ARE PROHIBITED.
Z
a
(IF APPLICABLE)
1
ENCASEMENT
CURB & GUTTER
°0
N
FINISHED GRADE
ROADWAY
\ \ \
\ \
\
r
- STAMPED BACKFILL
TAMPED
CAST IRON VALVE BOX
X
UNDISTURBED BACKFILL
Q
SOIL .I
�)
-1II
3/4" STAINLESS
II
III =
•
STEEL RODDING
MINIMUM OF 8 CUBIC
=
MAIN
- FEET OF No. 57 STONE
� =1 � I
•.
-� °
V I I I -I
=1 =1
•
-
°
UNDISTURBED SOIL
=III
I1
MECHANICAL JOINT
1
;I I1 II
1111111 1111
lI
6" GATE VALVE
MECHANICAL JOINT
CONCRETE BLOCKING
CONCRETE THRUST BLOCK
MAIN LINE
MINIMUM 1/3 CUBIC
1/3 cu.yd. @ 3000 P.S.I.
TEE
DUCTILE IRON PIPE
YARDS AT 3000 P.S.I.
NOTES:
(UNPAVED AREAS)
VALVE BOX COVER C
1.
TOP OF BLOCKING TO BE 2 INCHES FROM HYDRANT
6.
HYDRANT SHALL BE INSTALLED AT LEAST 2 FEET BEYOND TOP
WEEP HOLES.
D
SLOPE OF ANY DRAINAGE DITCHES. HYDRANT INSTALLATION WITHIN
2.
HYDRANT TEE MAY BE SUBSTITUTED FOR D.I.P.
z
THE DITCH LINE OR SLOPE SHALL BE PROHIBITED.
NIPPLE AND RODDING TO VALVE.
7.
STD. RODDING AND BLOCKING FROM GATE VALVE TO HYDRANT MAY
3.
IF HYDRANT IS LOCATED ON A DEPARTMENT OF
BE SUBSTITUTED WITH A CONCENTRIC RING RESTRAINT SYSTEM
TRANSPORTATION ROADWAY USE D.O.T. STANDARDS
SUCH AS MUELLER AQUAGRIP OR AN APPROVED EQUAL PRODUCT
FOR LOCATION OF HYDRANT.
PROVIDED ALL PIPE SEGMENTS ARE RESTRAINED.
4.
HYDRANT SHALL BE LOCATED FROM 2 TO 15 FEET
8.
STD. RODDING MAY BE SUBSTITUTED WITH AN APPROVED WEDGE
FROM BACK OF CURB.
ACTION RETAINER GLAND.
5.
HYDRANT MAY BE LOCATED (AT LEAST 1 -FT)
9.
HYDRANT EXTENSIONS ARE PROHIBITED.
BEHIND SIDEWALK WHEN IT CANNOT BE LOCATED
10. WITHIN THE TOWN OF MORRISVILLE ONLY, HYDRANTS NEAR FDC'S
INSIDE THE UTILITY STRIP.
SHALL BE PROVIDED WITH A STORZ CONNECTION.
DETAIL No.
STANDARD HYDRANT INSTALLATION FOR ROADS WITH CURB & GUTTER 06000.06
EFFECTIVE: 12/10/09 SHEET 1 OF 3
�.
° 111- 111 -111 III-
° .III =1 I I- III =1 I I =� I
.q d' np
e
BASE COURSE
I j
X
(PAVED AREAS)
12" THICKNESS 1 -2, 1 -
H OR HB BITUMINOUS ° TAMPED
CONCRETE MAY BE USED 00 BACKFILL
' 1
VALVE BOX
NOTE TO CONTRACTOR:
VALVE BOX SHOULD NOT
CONTACT MAIN OR VALVE VALVE
MAIN MAIN
BLQCKING
TAMPED
III - III - III - III - III -III - 1 =_I BACKFILL
-I! 1 -1 11 -1 11 =1 I I I I 1 =1�I I I
UNDISTURBED
EARTH
en-NR'lSECTION VIEW
EFFECTIVE: 12/10/09
TYPICAL FINISHED GRADE
IN UNPAVED AREAS
(PAVED AREAS) a a
12" THICKNESS 1 -2, p a
H OR HB BITUMINOUS a
CONCRETE MAY BE USED I °
p' G
a
d o
WATER N
(UNPAVED AREAS) D
CONCRETE ENCASEMENT ad
AT 3000 P.S.I. a d
,. a
p 4 G
p
VALVE BOX COVER
(TO BE LABELED "WATER" OR
7 "SEWER ", AS APPROPRIATE)
PLAN VIEW
NOTES:
1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH IS NO
GREATER THAN 8' (ft.) FROM THE SURFACE USING A MANUFACTURER
APPROVED EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
STANDARD VALVE BOX INSTALLATION
DETAIL No.
06000.08
SHEET 1 OF 2
(3) HEX HEAD % " -16
B ZINC PLATED BOLT WITH ZINC WASHER 5 516"
1" DIAMETER & ZINC COATED STAINLESS STEEL NUT
VENT HOLE
CAST -IN
t8NNNN STAINLESS
SPECIFICATIONS: STEEL ROD
1. GRAY IRON.
A O�� <� A 2. COMPLIES WITH ASTM A48 CL35B. 11 V8"
/ o _ / 3. ALL LETTERING SHALL BE CLEAN, CRISP,
TL o C� JT AND CLEARLY LEGIBLE.
" 871 4. DOMESTICALLY MADE AND MANUFACTURED
n � � IN THE USA.
1 y2" RAISED LETTERING
(RECESSED FLUSH)
- (4) 1" DIA. HANDLING HOLES
I�
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DATE
25 Y4 February 7, 2013
28" 2 36„
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FRAME SECTION COVER SECTION SCALE
A -A
A -A NTs
STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLS DETAIL N °.
OR UNPAVED AREAS - NON - WATERTIGHT APPLICA 41 1
TIONS) 7Q00.03
JOB NO.
� 11 1 �/
,� '' P ��.' '•EVANS*' '•y9 2012 -0577
Cary Project #: 12 -SP -047. ' •MECHWART. _
HTE #: 13 -0672 ;.ii m ; . HAMBLEfON &'. i �'
TILTON, INC. _
Approved b The Town of Ca �I - _
pp Y r3' �� w No. F -1016
� # SHEET
Development Review Committee, ° = �'• • ..•,•
23/41
Planner ; Date v '
(UNPAVED AREAS)
VALVE BOX COVER C
CONCRETE ENCASEMENT
AT 3000 P.S.I.
z
TYPICAL FINISHED GRADE =N D
D
IN PAVED AREAS ?� N 1
1 z
z
A -
- -j - --
TAMPED
III - III - III - III - III -III - 1 =_I BACKFILL
-I! 1 -1 11 -1 11 =1 I I I I 1 =1�I I I
UNDISTURBED
EARTH
en-NR'lSECTION VIEW
EFFECTIVE: 12/10/09
TYPICAL FINISHED GRADE
IN UNPAVED AREAS
(PAVED AREAS) a a
12" THICKNESS 1 -2, p a
H OR HB BITUMINOUS a
CONCRETE MAY BE USED I °
p' G
a
d o
WATER N
(UNPAVED AREAS) D
CONCRETE ENCASEMENT ad
AT 3000 P.S.I. a d
,. a
p 4 G
p
VALVE BOX COVER
(TO BE LABELED "WATER" OR
7 "SEWER ", AS APPROPRIATE)
PLAN VIEW
NOTES:
1. ONLY MANUFACTURED VALVE BOX EXTENSIONS SHALL BE ALLOWED.
2. VALVE OPERATING NUT MUST BE EXTENDED SO THAT THE DEPTH IS NO
GREATER THAN 8' (ft.) FROM THE SURFACE USING A MANUFACTURER
APPROVED EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OUTSIDE OF PAVED AREAS.
STANDARD VALVE BOX INSTALLATION
DETAIL No.
06000.08
SHEET 1 OF 2
(3) HEX HEAD % " -16
B ZINC PLATED BOLT WITH ZINC WASHER 5 516"
1" DIAMETER & ZINC COATED STAINLESS STEEL NUT
VENT HOLE
CAST -IN
t8NNNN STAINLESS
SPECIFICATIONS: STEEL ROD
1. GRAY IRON.
A O�� <� A 2. COMPLIES WITH ASTM A48 CL35B. 11 V8"
/ o _ / 3. ALL LETTERING SHALL BE CLEAN, CRISP,
TL o C� JT AND CLEARLY LEGIBLE.
" 871 4. DOMESTICALLY MADE AND MANUFACTURED
n � � IN THE USA.
1 y2" RAISED LETTERING
(RECESSED FLUSH)
- (4) 1" DIA. HANDLING HOLES
I�
� B
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�>�o
OPTIONAL CAST -IN GROOVE FOR N ;�
Y4" DIAMETER NEOPRENE GASKET v
� 25 a 0) 0
c 3 C
4 w w CO a
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DATE
25 Y4 February 7, 2013
28" 2 36„
32"
FRAME SECTION COVER SECTION SCALE
A -A
A -A NTs
STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLS DETAIL N °.
OR UNPAVED AREAS - NON - WATERTIGHT APPLICA 41 1
TIONS) 7Q00.03
JOB NO.
� 11 1 �/
,� '' P ��.' '•EVANS*' '•y9 2012 -0577
Cary Project #: 12 -SP -047. ' •MECHWART. _
HTE #: 13 -0672 ;.ii m ; . HAMBLEfON &'. i �'
TILTON, INC. _
Approved b The Town of Ca �I - _
pp Y r3' �� w No. F -1016
� # SHEET
Development Review Committee, ° = �'• • ..•,•
23/41
Planner ; Date v '
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OPTIONAL CAST -IN GROOVE FOR N ;�
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� 25 a 0) 0
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DATE
25 Y4 February 7, 2013
28" 2 36„
32"
FRAME SECTION COVER SECTION SCALE
A -A
A -A NTs
STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLS DETAIL N °.
OR UNPAVED AREAS - NON - WATERTIGHT APPLICA 41 1
TIONS) 7Q00.03
JOB NO.
� 11 1 �/
,� '' P ��.' '•EVANS*' '•y9 2012 -0577
Cary Project #: 12 -SP -047. ' •MECHWART. _
HTE #: 13 -0672 ;.ii m ; . HAMBLEfON &'. i �'
TILTON, INC. _
Approved b The Town of Ca �I - _
pp Y r3' �� w No. F -1016
� # SHEET
Development Review Committee, ° = �'• • ..•,•
23/41
Planner ; Date v '
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�>�o
OPTIONAL CAST -IN GROOVE FOR N ;�
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� 25 a 0) 0
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DATE
25 Y4 February 7, 2013
28" 2 36„
32"
FRAME SECTION COVER SECTION SCALE
A -A
A -A NTs
STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLS DETAIL N °.
OR UNPAVED AREAS - NON - WATERTIGHT APPLICA 41 1
TIONS) 7Q00.03
JOB NO.
� 11 1 �/
,� '' P ��.' '•EVANS*' '•y9 2012 -0577
Cary Project #: 12 -SP -047. ' •MECHWART. _
HTE #: 13 -0672 ;.ii m ; . HAMBLEfON &'. i �'
TILTON, INC. _
Approved b The Town of Ca �I - _
pp Y r3' �� w No. F -1016
� # SHEET
Development Review Committee, ° = �'• • ..•,•
23/41
Planner ; Date v '
B ON A 29 3�4" D1A. B.C. COVER SECTION FRAME SECTION a o
B -13 2 U N
COVER TOP VIEW t 4) M
EFFECTIVE: 12/10/09
�>�o
OPTIONAL CAST -IN GROOVE FOR N ;�
Y4" DIAMETER NEOPRENE GASKET v
� 25 a 0) 0
c 3 C
4 w w CO a
5"
DATE
25 Y4 February 7, 2013
28" 2 36„
32"
FRAME SECTION COVER SECTION SCALE
A -A
A -A NTs
STANDARD MANHOLE RING AND COVER (TYPE 2B FOR OUTFALLS DETAIL N °.
OR UNPAVED AREAS - NON - WATERTIGHT APPLICA 41 1
TIONS) 7Q00.03
JOB NO.
� 11 1 �/
,� '' P ��.' '•EVANS*' '•y9 2012 -0577
Cary Project #: 12 -SP -047. ' •MECHWART. _
HTE #: 13 -0672 ;.ii m ; . HAMBLEfON &'. i �'
TILTON, INC. _
Approved b The Town of Ca �I - _
pp Y r3' �� w No. F -1016
� # SHEET
Development Review Committee, ° = �'• • ..•,•
23/41
Planner ; Date v '

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16"
11"
ASPHALT OR CONCRETE 1OY4"
AS DETERMINED BY
TRAFFIC SURFACE 10" DIAMETER
C.I. /D.I. 2" ASPHALT OR CONCRETE
CLEANOUT
COVER FINISHED GRADE
-i i 1 -III III =1 I I =III III -III' I I -III III - III -III III -1 I'
III = 9Y4 4" MAX.
_
PROVIDE RUBBER GASKET
° ° a �"
4" SEWER SERVICE TYPE 3, a PIPE SEAL GASKET
BRASS CLEANOUT CAP _
W/ COUNTERSUNK HEAD -1111 • °
a 11- 6„
3000 P.S.I. CONCRETE III P IIIII_ MINIMUM
� I =1 � I l
- - - - - 6" PVC ENCASEMENT PIPE
1111111111 111�Illlilll °
SAND CUSHION
4" PVC OR DUCTILE IRON PIPE -
EFFECTIVE: 12/10/09
CAST IRON /DUCTILE IRON
CLEANOUT COVER °O ° ° °O° J
°°
i °. 0°°❑
°° °°
1111110000 SECTION VIEW °� 00000° ��
18" SQUARE ° ° °
ENCASEMENT
PLAN VIEW
DETAIL No.
SEWER SERVICE CLEANOUT COVER ASSEMBLY IN TRAFFIC AREAS 07000.12
SHEET 1 OF 2
THREADED BRASS PLUG z CLEANOUT SHALL BE
3:: :2 PLACED AT RIGHT -OF -WAY
w OR EDGE OF EASEMENT.
V) DO NOT INSTALL CLEANOUT
INSIDE A FENCE.
FINISH GRADE 6 "MIN.
III -III III III III III -I 11 =1 I I I I 1 =1 11 =1 �'- -1 i �-
11
illlllllllllllllm III1�,111-
-I STANDARD PRECAST MANHOLE
(SEE DETAIL 07000.01)
q
6" TO NO MORE THAN 30" ABOVE INVERT.
FOR CONNECTIONS TO 15" AND LARGER MAINS PLACE
SERVICE INVERT AT CROWN ELEVATION OF MAIN.
P e
SLOPE FOR 4" PIPE IS 1% MINIMUM.
SLOPE FOR 6" PIPE IS 0.6 %.
n ° FLEXIBLE CONNECTOR
° e
SECTION VIEW
CONCRETE TROUGH TO BE BUILT TO DIRECT
1 FLOW FROM 6" CONNECTION TO EFFLUENT PIPE NOTES:
EFFECTIVE: 12/10/09
RISER STACK MAY BE 4"
MIN.
CAP
COMBINATION WYE
AND 1/8 BEND
1) INSTALLATION TO BE THE SAME AS FOR STANDARD 4 INCH
SEWER SERVICE CONNECTION (SHEET 1 OF 3).
2) ALL 6 INCH SEWER SERVICES MUST GO TO A MANHOLE.
DETAIL No.
STANDARD SANITARY SEWER SERVICE MANHOLE TAP 07000.10
SHEET 3 OF 3
BASE UNIT 0 -RING OR BUTYL RUBBER JOINT
10"
EFFLUENT CONCRETE INVERT MINIMUM
8" MAXIMUM PIPE
MEETING SPECIFICATIONS
4 "MIN. •
7 "� PIPE PIPE
6"
8" MINIMUM EXTENDED BASE
SECTION A -A 12" BEDDING ( #57 STONE)
EFFECTIVE: 12/10/09
ES:
ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED WITH A CONCRETE CORING MACHI
kLL MANHOLES SHALL BE VACUUM TESTED.
XTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN 12 -FT DEPTH OF BURY.
'ROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS AND 0.2 FOOT IN -OUT DROP FOR
NGLE RUNS.
STANDARD PRECAST CONCRETE MANHOLE
6 -FT DIAMETER OR LARGER FOR NON -PAVED AREAS
DETAIL No.
07000.01
SHEET 2 OF 3
THREADED BRASS PLUG
EFFECTIVE: 12/10/09
PAVED SURFACE
111111111111111[111111 7,
MIN.
3000 PSI CONCRETE
DUCTILE IRON PIPE
DUCTILE IRON
1 /8th BEND
THREADED BRASS PLUG-)
6 "MIN.
DUCTILE IRON WYEJ ENTIRE SERVICE MUST
BE DUCTILE IRON PIPE
ALTERNATE CLEANOUT IN PAVED AREAS
NOTE:
EXTEND CLEANOUT TO RIGHT -OF -WAY OR UTILITY EASEMENT.
STANDARD SANITARY SEWER SERVICE
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
STANDARD MANHOLE RING
AND COVER
- -- TOP DESIGNED FOR
STANDARD - -� HS -20 LOADING
STEPS 16" MAY BE FLAT OR
ON CENTER 48" I.D. ECCENTRIC CONE
MINIMUM
UP TO 20' -0"
PLASTIC CEMENT
5„ PUTTY OR BUTYL
RUBBER JOINTS
O 6"
BRICK AND
MORTAR INVERT
EFFECTIVE: 12/10/09
BUILDING
WATERTIGHT PLUGS.
PLUG BOTH SERVICE PIPES
WITHIN FIVE FEET OF BUILDING.
DETAIL No.
07000.12
SHEET 2 OF 2
DEEP TYPE
(OVER 20 FEET IN DEPTH)
STANDARD MANHOLE RING
AND COVER
r16 TOP DESIGNED FOR
STANDARD HS -20 LOADING
MAY BE FLAT OR
STEPS 16" " IDECCENTRIC CONE
ON CENTER IMUM
OVER 20' -0"
7"" MORTAR nINVERT- MINIMUM THICK
MINIMUM 6" THICK WASHED STONE ONE BEDDING
WASHED STONE BEDDING
FLAT TOP DETAIL FLAT TOP DETAIL
STANDARD STANDARD
STEPS STEPS
12" J 58" 12" 72" _30
DETAIL No.
STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX 08000.05
SHEET 1 OF 1
�• i
EFFECTIVE: 12/10/09
A 24" CLEAR SPAN COVER
B MH RING FLAT REDUCER B (SEE DETAIL 07000.03)
ROAD GRADE
& COVER
5' -0" MAXIMUM
(3 -FT MAX. WHEN ECCENTRIC
PIPE 1 I PIPE LESS THAN 5 -FT lll.. `. TAPER UNIT 11111111111111111 111 111= -
/ VERTICAL CLEARANCE II I- III -III
BETWEEN CROWN OF -I I'
\ -/ ECCENTRIC TAPER PIPE AND FLAT 5' -0" III=
UNIT REDUCER) MINIMUM FLAT
TOP VIEW REDUCER
ALL LIFT HOLES WHICH COMPLETELY
PENETRATE THE MANHOLE SHALL BE STEPS 16"
FILLED WITH NON- SHRINKING GROUT ON CENTER
ALL EXTERNAL JOINTS SHALL BE SEALED
WITH AN APPROVED JOINT SEALING MATERIAL
6' -0"
MANHOLE STEPS ALONG A VERTICAL WALL
OR GREATER "
OVER THE EFFLUENT PIPE AND VERTICALLY
ALIGNED (SEE DETAIL 07000.02)
0 -RING OR BUTYL RUBBER JOINT
PIPE
ES:
kLL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED WITH A CONCRETE CORING MACHII
kLL MANHOLES SHALL BE VACUUM TESTED.
XTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN 12 -FT DEPTH OF BURY.
'ROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS AND 0.2 FOOT IN -OUT DROP FOR
ANGLE RUNS.
10"
MINIMUM
PIPE
STANDARD PRECAST CONCRETE MANHOLE
6 -FT DIAMETER OR LARGER FOR PAVED AREAS
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
DETAIL No.
07000.01
SHEET 3 OF 3
COMPACTED
BACK FILL
STANDARD BEDDING
FOR 3' TO 14' DEPTHS
EFFECTIVE: 12/10/09
-II COMPACTED
- UNDISTURBED BACK FILL
TRENCH WALL
-I I
SDR 26 OR
SDR 35 PVC III ,
SPECIAL BEDDING
FOR 14' -30' DEPTHS
UNDISTURBED
TRENCH WALL
INITIAL
BACKFILL
EMBEDMENT
MATERIAL
HA�UNCHING
6 "• MINIMUM
BEDDING
NOTES:
1. EMBEDMENT MATERIAL MUST BE CLASS 1 ( #67 OR #78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL.
3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO
SOIL TYPE OR MOISTURE CONDITIONS.
4. ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 30 FEET IN DEPTH MUST BE DUCTILE IRON PIPE.
BEDDING FOR PVC SANITARY SEWER PIPE
DETAIL No.
07000.13
SHEET 1 OF 1
A
STANDARD MANHOLE RING & COVER A
36" CLEAR SPAN COVER
(SEE DETAIL 07000.03)
a�
RISER UNIT
B MH RING B
Z
B MH RING MANHOLE B
& COVER
IIr-
I3I1111 "lll
\
USE FOUR 3/8 INCH ANCHOR & COVER
BOLTS TO BOLT FRAME TO SPACER. \
USE ROPE MASTIC SEAL BETWEEN
FLAT TOP
FINISHED GRADE
- - - - - ---
311IIlll
°o E;
5 -0
FRAME &SPACER.
I 1
PIPE I PIPE
5' -0"
I-
III - III - III - III - iii -... .
I3I1111�
311''
j /
MAX. II
MINIMUM
-Ii
0��
UPPER RISER UNIT
°00mM
iL �p
n/
LI_
- FLAT REDUCER
>��Z
>"'
A
- - - - -
mo�
HEIGHT ALL LIFT HOLES WHICH COMPLETELY
A� TOP VIEW
M - `O
rn >
- - - --
ALL LIFT HOLES WHICH COMPLETELY
ALL EXTERNAL JOINTS SHALL BE SEALED
PENETRATE THE MANHOLE SHALL
FILLED WITH NON- SHRINKING GROUT
BE
STEPS 16"
STEPS 16"
MANHOLE STEPS ALONG A VERTICAL WALL
ION
ON CENTER
ALL EXTERNAL JOINTS SHALL BE SEALED
ALIGNED (SEE DETAIL 07000.02) "
WITH AN APPROVED JOINT SEALING MATERIAL
10" MINIMUM
5' -0" MINIMUM
BASE UNIT
6' -0"
BEFORE TRANSITION
PIPE
OR GREATER
OR
NO TRANSITION
MANHOLE STEPS ALONG A VERTICAL WALL
° MEETING SPECIFICATIONS
PIPE 8" MAXIMUM
OVER THE EFFLUENT PIPE AND VERTICALLY
�6"
ALIGNED (SEE DETAIL 07000.02)
12" BEDDING ( #57 STONE) 8" MIN. THICKNESS
EXTENDED BASE d::., 6 "�
BASE UNIT 0 -RING OR BUTYL RUBBER JOINT
10"
EFFLUENT CONCRETE INVERT MINIMUM
8" MAXIMUM PIPE
MEETING SPECIFICATIONS
4 "MIN. •
7 "� PIPE PIPE
6"
8" MINIMUM EXTENDED BASE
SECTION A -A 12" BEDDING ( #57 STONE)
EFFECTIVE: 12/10/09
ES:
ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED WITH A CONCRETE CORING MACHI
kLL MANHOLES SHALL BE VACUUM TESTED.
XTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN 12 -FT DEPTH OF BURY.
'ROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS AND 0.2 FOOT IN -OUT DROP FOR
NGLE RUNS.
STANDARD PRECAST CONCRETE MANHOLE
6 -FT DIAMETER OR LARGER FOR NON -PAVED AREAS
DETAIL No.
07000.01
SHEET 2 OF 3
THREADED BRASS PLUG
EFFECTIVE: 12/10/09
PAVED SURFACE
111111111111111[111111 7,
MIN.
3000 PSI CONCRETE
DUCTILE IRON PIPE
DUCTILE IRON
1 /8th BEND
THREADED BRASS PLUG-)
6 "MIN.
DUCTILE IRON WYEJ ENTIRE SERVICE MUST
BE DUCTILE IRON PIPE
ALTERNATE CLEANOUT IN PAVED AREAS
NOTE:
EXTEND CLEANOUT TO RIGHT -OF -WAY OR UTILITY EASEMENT.
STANDARD SANITARY SEWER SERVICE
STANDARD TYPE
(UP TO 20 FEET IN DEPTH)
STANDARD MANHOLE RING
AND COVER
- -- TOP DESIGNED FOR
STANDARD - -� HS -20 LOADING
STEPS 16" MAY BE FLAT OR
ON CENTER 48" I.D. ECCENTRIC CONE
MINIMUM
UP TO 20' -0"
PLASTIC CEMENT
5„ PUTTY OR BUTYL
RUBBER JOINTS
O 6"
BRICK AND
MORTAR INVERT
EFFECTIVE: 12/10/09
BUILDING
WATERTIGHT PLUGS.
PLUG BOTH SERVICE PIPES
WITHIN FIVE FEET OF BUILDING.
DETAIL No.
07000.12
SHEET 2 OF 2
DEEP TYPE
(OVER 20 FEET IN DEPTH)
STANDARD MANHOLE RING
AND COVER
r16 TOP DESIGNED FOR
STANDARD HS -20 LOADING
MAY BE FLAT OR
STEPS 16" " IDECCENTRIC CONE
ON CENTER IMUM
OVER 20' -0"
7"" MORTAR nINVERT- MINIMUM THICK
MINIMUM 6" THICK WASHED STONE ONE BEDDING
WASHED STONE BEDDING
FLAT TOP DETAIL FLAT TOP DETAIL
STANDARD STANDARD
STEPS STEPS
12" J 58" 12" 72" _30
DETAIL No.
STANDARD PRECAST CONCRETE MANHOLE JUNCTION BOX 08000.05
SHEET 1 OF 1
�• i
EFFECTIVE: 12/10/09
A 24" CLEAR SPAN COVER
B MH RING FLAT REDUCER B (SEE DETAIL 07000.03)
ROAD GRADE
& COVER
5' -0" MAXIMUM
(3 -FT MAX. WHEN ECCENTRIC
PIPE 1 I PIPE LESS THAN 5 -FT lll.. `. TAPER UNIT 11111111111111111 111 111= -
/ VERTICAL CLEARANCE II I- III -III
BETWEEN CROWN OF -I I'
\ -/ ECCENTRIC TAPER PIPE AND FLAT 5' -0" III=
UNIT REDUCER) MINIMUM FLAT
TOP VIEW REDUCER
ALL LIFT HOLES WHICH COMPLETELY
PENETRATE THE MANHOLE SHALL BE STEPS 16"
FILLED WITH NON- SHRINKING GROUT ON CENTER
ALL EXTERNAL JOINTS SHALL BE SEALED
WITH AN APPROVED JOINT SEALING MATERIAL
6' -0"
MANHOLE STEPS ALONG A VERTICAL WALL
OR GREATER "
OVER THE EFFLUENT PIPE AND VERTICALLY
ALIGNED (SEE DETAIL 07000.02)
0 -RING OR BUTYL RUBBER JOINT
PIPE
ES:
kLL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED WITH A CONCRETE CORING MACHII
kLL MANHOLES SHALL BE VACUUM TESTED.
XTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN 12 -FT DEPTH OF BURY.
'ROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS AND 0.2 FOOT IN -OUT DROP FOR
ANGLE RUNS.
10"
MINIMUM
PIPE
STANDARD PRECAST CONCRETE MANHOLE
6 -FT DIAMETER OR LARGER FOR PAVED AREAS
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
DETAIL No.
07000.01
SHEET 3 OF 3
COMPACTED
BACK FILL
STANDARD BEDDING
FOR 3' TO 14' DEPTHS
EFFECTIVE: 12/10/09
-II COMPACTED
- UNDISTURBED BACK FILL
TRENCH WALL
-I I
SDR 26 OR
SDR 35 PVC III ,
SPECIAL BEDDING
FOR 14' -30' DEPTHS
UNDISTURBED
TRENCH WALL
INITIAL
BACKFILL
EMBEDMENT
MATERIAL
HA�UNCHING
6 "• MINIMUM
BEDDING
NOTES:
1. EMBEDMENT MATERIAL MUST BE CLASS 1 ( #67 OR #78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS I MATERIAL.
3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO
SOIL TYPE OR MOISTURE CONDITIONS.
4. ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 30 FEET IN DEPTH MUST BE DUCTILE IRON PIPE.
BEDDING FOR PVC SANITARY SEWER PIPE
DETAIL No.
07000.13
SHEET 1 OF 1
SECTION B -B
NOTES:
1. ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED
WITH A CONCRETE CORING MACHINE.
2. ALL MANHOLES SHALL BE VACUUM TESTED.
3. EXTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN
12 -FT DEPTH OF BURY.
4. PROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS
AND 0.2 FOOT IN -OUT DROP FOR ANGLE RUNS.
SECTION A -A
y
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W U
U
0
z �
O �
A Iz
H
A N
STANDARD MANHOLE RING & COVER A
0
a�
(SEE DETAIL 07000.03)
Z
B MH RING MANHOLE B
0
USE FOUR 3/8 INCH ANCHOR & COVER
BOLTS TO BOLT FRAME TO SPACER. \
USE ROPE MASTIC SEAL BETWEEN
100
°o E;
FRAME &SPACER.
o U
2' -0" PIPE I PIPE
Zo
'�
UJ-
ECCENTRIC
C
0��
TAPER UNIT
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TOP VIEW
>��Z
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A
W M.[1
N
mo�
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M - `O
rn >
4' -0" OR 5' -0" VARIES PENETRATE THE MANHOLE SHALL BE
DIAMETER FILLED WITH NON- SHRINKING GROUT
ALL EXTERNAL JOINTS SHALL BE SEALED
RISER UNIT WITH AN APPROVED JOINT SEALING MATERIAL
STEPS 16"
MANHOLE STEPS ALONG A VERTICAL WALL
ION
CENTER
OVER THE EFFLUENT PIPE AND VERTICALLY
ALIGNED (SEE DETAIL 07000.02) "
10" MINIMUM
BASE UNIT
0 -RING OR BUTYL RUBBER JOINT
PIPE
a: ,. PIPE
CONCRETE INVERT' CONCRETE INVERT
° MEETING SPECIFICATIONS
PIPE 8" MAXIMUM
�6"
12" BEDDING ( #57 STONE) 8" MIN. THICKNESS
EXTENDED BASE d::., 6 "�
SECTION B -B
NOTES:
1. ALL MANHOLE CONNECTIONS SHALL BE PREFABRICATED OR CORED
WITH A CONCRETE CORING MACHINE.
2. ALL MANHOLES SHALL BE VACUUM TESTED.
3. EXTENDED BASE REQUIRED FOR ALL MANHOLES WITH MORE THAN
12 -FT DEPTH OF BURY.
4. PROVIDE A MINIMUM 0.1 FOOT IN -OUT DROP FOR STRAIGHT RUNS
AND 0.2 FOOT IN -OUT DROP FOR ANGLE RUNS.
SECTION A -A
y
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SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5' ) v
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH) a O 0
- - - REINFORCED �� M
SEE NOTE 4 36" CONCRETE W u0i
36° SEE NOTE 4 REINFORCED -- -- SLAB LL
a -- CONCRETE SLAB STANDARD STEPS
16" ON CENTER,-,;,-
6" STANDARD 36„
STANDARD STEPS STEPS v_� 0
16" ON CENTER 16" O.C. 48 5:1 MAX. 6" MIN. a = O
O F
6" 6 „6„ 6„ O C
Ln
MIN. 6" WASHED
STONE BEDDING N
MIN. 6" WASHED c ^ N o
FRAME, GRATE & HOOD MIN. 6" WASHED FRAME, GRATE & HOOD STONE BEDDING c a°i N "'•
PER D.O.T. STD. 840.03 STONE BEDDING PER D.O.T. STD. 840.03 . z
FRAME, GRATE & HOOD m
REINFORCED PER D.O.T. STD. 840.03 REINFORCED
CONCRETE CONCRETE SLAB 2B" o t
26° SLAB o U
6" NOT TO ____ E • ° o '
- --
MIN. EXCEED 5' -0" 26" °
z OVER ?o };
48 FROM 5' -0' 60' 20' -0° t m L2 2
MIN. ° MIN. rn
T 6„ ID U 1:^
T MIN. 6" WASHED c
STONE BEDDING Q o a)- o
NOTES: . V w w r°� -r-
a-
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL MIN. 6" WASHED MIN. 6" WASHED
PRECAST CONCRETE CATCH BASINS. STONE BEDDING STONE BEDDING DATE
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE SLAB DETAIL
INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE SLAB DETAIL
BY THE MANUFACTURER. 26° 26 February 7, 2013
3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW
TYPE CATCH BASINS. SLAB THICKNESS AND
SLAB THICKNESS AND 36" a�° 6"
72 REINFORCEMENT FOR
4. BRICK MAY BE USED TO 60" 36 6" REINFORCEMENT FOR SOIL AND TRAFFIC
ADJUST FRAME, GRATE & .t SOIL AND TRAFFIC LOADING BY AN SCALE
HOOD TO SURFACE LOADING BY AN ENGINEER
ELEVATION A MAXIMUM OF ENGINEER
12 INCHES.
87 NTS
DETAIL No.
STANDARD PRECAST CONCRETE CATCH BASIN 00.03
EFFECTIVE: 12/10/09 �� ����� ���b'V 41,9 2 JOB NO.
Cary Project #: 12 -SP -047 �a�,fY ,� °• •••SANS••' •'yq 2012 -0577
• MECHWART
HTE #: 13 -0672 ' rr i • HAMBLETON &
- TILTON, INC.
Approved by The Town of Cary
�� ey : No. F -1016 r Q
Development Review Committeew •'' • • ti, SHEET
24/41
Planner : Date,.
v
M 7
a�
0
a
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Ef
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE (5'X5' ) v
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH) a O 0
- - - REINFORCED �� M
SEE NOTE 4 36" CONCRETE W u0i
36° SEE NOTE 4 REINFORCED -- -- SLAB LL
a -- CONCRETE SLAB STANDARD STEPS
16" ON CENTER,-,;,-
6" STANDARD 36„
STANDARD STEPS STEPS v_� 0
16" ON CENTER 16" O.C. 48 5:1 MAX. 6" MIN. a = O
O F
6" 6 „6„ 6„ O C
Ln
MIN. 6" WASHED
STONE BEDDING N
MIN. 6" WASHED c ^ N o
FRAME, GRATE & HOOD MIN. 6" WASHED FRAME, GRATE & HOOD STONE BEDDING c a°i N "'•
PER D.O.T. STD. 840.03 STONE BEDDING PER D.O.T. STD. 840.03 . z
FRAME, GRATE & HOOD m
REINFORCED PER D.O.T. STD. 840.03 REINFORCED
CONCRETE CONCRETE SLAB 2B" o t
26° SLAB o U
6" NOT TO ____ E • ° o '
- --
MIN. EXCEED 5' -0" 26" °
z OVER ?o };
48 FROM 5' -0' 60' 20' -0° t m L2 2
MIN. ° MIN. rn
T 6„ ID U 1:^
T MIN. 6" WASHED c
STONE BEDDING Q o a)- o
NOTES: . V w w r°� -r-
a-
1. CONCRETE SHALL BE 4000 P.S.I. MINIMUM FOR ALL MIN. 6" WASHED MIN. 6" WASHED
PRECAST CONCRETE CATCH BASINS. STONE BEDDING STONE BEDDING DATE
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE SLAB DETAIL
INSTALLED TO DEPTHS CERTIFIED AS ACCEPTABLE SLAB DETAIL
BY THE MANUFACTURER. 26° 26 February 7, 2013
3. "WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW
TYPE CATCH BASINS. SLAB THICKNESS AND
SLAB THICKNESS AND 36" a�° 6"
72 REINFORCEMENT FOR
4. BRICK MAY BE USED TO 60" 36 6" REINFORCEMENT FOR SOIL AND TRAFFIC
ADJUST FRAME, GRATE & .t SOIL AND TRAFFIC LOADING BY AN SCALE
HOOD TO SURFACE LOADING BY AN ENGINEER
ELEVATION A MAXIMUM OF ENGINEER
12 INCHES.
87 NTS
DETAIL No.
STANDARD PRECAST CONCRETE CATCH BASIN 00.03
EFFECTIVE: 12/10/09 �� ����� ���b'V 41,9 2 JOB NO.
Cary Project #: 12 -SP -047 �a�,fY ,� °• •••SANS••' •'yq 2012 -0577
• MECHWART
HTE #: 13 -0672 ' rr i • HAMBLETON &
- TILTON, INC.
Approved by The Town of Cary
�� ey : No. F -1016 r Q
Development Review Committeew •'' • • ti, SHEET
24/41
Planner : Date,.

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NOTES:
1. ALL DRAINAGE AREAS TO A
BIORETENTION FACILITY ARE TO
BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED
SOILS, MULCH OR PLANTINGS.
2. AMENDED SOIL WILL ONLY BE
PERMITTED WITH A VALID SOIL
ANALYSIS REPORT. NO AMENDED
SOIL SHALL BE ALLOWED ON
THE SIDE SLOPES.
3. INSTALL WIRE SCREENING
AROUND ALL OUTLET OPENINGS
TO PREVENT LOSS OF MULCH.
4. PVC UNDERDRAIN PIPE SHOULD
HAVE 3/8" PERFORATIONS
SPACED AT 6" CENTERS, MIN. 4
HOLES PER ROW. MAX SPACING
OF UNDERDRAIN PIPE IS 10
FEET ON CENTER. HDPE SHALL
ADHERE TO AASHTO M252
SPECS.
5. UNDERDRAIN CLEANOUTS
SHOULD EXTEND A MIN. OF 6"
ABOVE TOP SURFACE OF MULCH
LAYER. CLEANOUTS MAY BE
FLUSH WITH TOP OF SURFACE
TO ALLOW DRAWDOWN.
7. ONLY SMALL MATURING TREES
ARE ALLOWED TO BE PLANTED
IN THE AMENDED SOILS.
:urtr�tzSi.ive
!P ELEVATION
540.16 FRAY
IATE
_ ASPHALT PAVEMENT
OR OTHER STRUCTURAL
COMPONENTS
OPTIONAL 2 " -3" STONE WITH FILTER
FABRIC AROUND BOTTOM AND SIDES
(RECOMMENDED ADJACENT TO PAVEMENT
1' MIN WIDTH, 1' MIN DEPTH)
OVERFLOW OUTLET COVERED 3" DOUBLE
WITH WIRE MESH HAMMERED
(BEYOND) HARDWOOD
MULCH LAYER
2% MAX SOD ON SIDE SLOPES
6" DIAMETER PERFORATED
UNDERDRAIN PIPE. PVC OR
HDPE (PER AASHTO M252)
/mss
2' -0" TO 4' -0"
FILTER MEDIA
SEE BMP
MEDIA DESIGN MANUAL
SURFACE FOR SOIL
AREA PARAMETERS.
" GRAVEL
LAYER AROUND
UNDERDRAIN
`L- UNDERDRAIN GRAVEL BED
( #57 WASHED STONE) WITH
NON -WOVEN FILTER FABRIC
AROUND TOP, BOTTOM AND
C_ I _FI rl n 1 A A SIDES, TYP.
BIORETENTION CROSS- SECTION
' s
_
. � s
•
_
_ Y
_
_
s u .
_
r �• rYY,
■7 _
w
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NOT TO SCALE
O
G M O
NOTES:
SLOPE AS INDICATED ON PLANS
*SEE SHEET S
w _
,
_
i,
r
• _
_
_
SOD (REQUIRED FOR FIRST
S,y�� PLANTING YEAR)
o�y Q
CLEANOUT
SHOULD EXTEND A
MIN. OF 6" ABOVE
.. .. .. .. .. .. .. .. TOP SURFACE OF
W WWWWW WWW W W„W„W W „WW „W W W W WW „W W W W W MULCH LAYER.
WIRE SCREENING AROUND W*W CLEANOUTS MAY Y
BE
ALL OUTLET OPENINGS. i W i i i i W i i i i FLUSH WITH TOP
a W a W a a a a W a a + SURFACE TO ALLOW
DRAWDOWN
.Y i i
I
OUTLET PIPE (CONNECT TO W���.: . * DOUBLE- HAMMERED
/�yj
�.:'.:'...'....:..�' HARDWOOD MULCH
STORM DRAINAGE SYSTEM) \v� l Y
1. ALL DRAINAGE AREAS TO A BIORETENTION Q�J
FACILITY ARE TO BE STABILIZED PRIOR TO F19
INSTALLATION OF AMENDED SOILS, MULCH
OR PLANTINGS. A
2. AMENDED SOIL WILL ONLY BE PERMITTED PRETREATMENT AND ENERGY DISSIPATION (TYP.
WITH A VALID SOIL ANALYSIS REPORT. FOR ALL CONCENTRATED FLOW LOCATIONS)
3. INSTALL WIRE SCREENING AROUND ALL
OUTLET OPENINGS TO PREVENT LOSS OF
MULCH.
PLAN
BIORETENTION PLAN
NOTES:
1) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2) REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1047.
3) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL
COMPLY WITH ASSE 1015 & AWWA C510.
4) DOUBLE CHECK DETECTOR BACKFLOW PREVENTION VALVE ASSEMBLY
SHALL COMPLY WITH ASSE 1048.
5) BACKFLOW ASSEMBLY SHALL MAINTAIN MINIMUM CLEARANCES FROM
WALLS AND FLOOR AS SPECIFIED.
6) EXTERIOR ACCESS DOOR TO BACKFLOW ASSEMBLY IS REQUIRED.
7) PIPE MATERIAL SHALL BE CLASS 350 DIP APPROVED BY THE TOWN.
8) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN
ORDINANCES AND SPECIFICATIONS IN ADDITION TO THE N.C.
PLUMBING CODE.
9) PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND
OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE WITH
REPORTING AND TESTING REQUIREMENTS.
EFFECTIVE: 12/10/09
NOT TO SCALE
DOUBLE CHECK DETECTOR I
DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY BACKFLOW PREVENTION VALVE ASSEMBLY
vAOiro
REDUCED
EXTERIOR
MIN.
APPROVED CLASS 350 DIP , RESTRAINED
OR RODDED TO MAIN LINE VALVE
DIP, MJ FITTING (ROD BACK TO MAIN LINE VALVE AND PROVIDE
REACTION BLOCKING OR INSTALL SIGMA LOCKING RETAINER GLAND)
III FLOW
OR
RE DETECTOR BACKFLOW PR
VARIES (SEE MANUFACTURE
GFCI ELECTRICAL
VARIES
MANUFACTUR
ASSEMBLY
RECEPTACLE
D
APPROVED OS & Y
(OPTIONAL)
B
GATE VALVE
o
L
INTERIOR
12"
2 -1/4"
4"
O
4' -1"
2' -0"
FLOW
730
a• � t
ADJUSTABLE PIPE SUPPORT
1' -6" MINIMUM
2' -3"
SLOPE FLOOR TOWARDS
3' -0" MAXIMUM
FLOOR DRAIN
MINIMUM 2111I'I
18"
2 -1/2"
I-
FLOORI DRAIN WITH III
ANNULAR AREA
IIIIIIIII
-
DEBRIS SCREEN
AROUND DIP
1190
24"
3"
10"
3' -8"
2' -6"
4' -0"
11
1770
30"
3 -1/2"
V -0"
4' -6"
V -8"
5' -0"
6' -2"
2380
36"
4"
V -3"
5' -3"
2' -11"
1
8' -2"
5320
42"
4 -1/2"
V -9"
5' -3"
2' -11"
1
8' -2"
5920
48"
5"
2' -0"
1
2' -2"
7' -0"
8' -2"
7470
54"
5 -1/2"
2' -3"
5' -6"
2' -10"
7' -6"
8' -4"
8810
2' -6"
5' -0"
3' -3"
W -0"
8' -3"
11180
66"
6 -1/2"
3'-0"
6' -0"
2' -3"
8'-6"
8' -3"
12530
72
7"
3' -0"
1
V -9"
9' -0"
8' -3"
13980
NOTES:
1. ALL DRAINAGE AREAS TO A
BIORETENTION FACILITY ARE TO
BE STABILIZED PRIOR TO
INSTALLATION OF AMENDED
SOILS, MULCH OR PLANTINGS.
2. AMENDED SOIL WILL ONLY BE
PERMITTED WITH A VALID SOIL
ANALYSIS REPORT. NO AMENDED
SOIL SHALL BE ALLOWED ON
THE SIDE SLOPES.
3. INSTALL WIRE SCREENING
AROUND ALL OUTLET OPENINGS
TO PREVENT LOSS OF MULCH.
4. PVC UNDERDRAIN PIPE SHOULD
HAVE 3/8" PERFORATIONS
SPACED AT 6" CENTERS, MIN. 4
HOLES PER ROW. MAX SPACING
OF UNDERDRAIN PIPE IS 10
FEET ON CENTER. HDPE SHALL
ADHERE TO AASHTO M252
SPECS.
5. UNDERDRAIN CLEANOUTS
SHOULD EXTEND A MIN. OF 6"
ABOVE TOP SURFACE OF MULCH
LAYER. CLEANOUTS MAY BE
FLUSH WITH TOP OF SURFACE
TO ALLOW DRAWDOWN.
7. ONLY SMALL MATURING TREES
ARE ALLOWED TO BE PLANTED
IN THE AMENDED SOILS.
:urtr�tzSi.ive
!P ELEVATION
540.16 FRAY
IATE
_ ASPHALT PAVEMENT
OR OTHER STRUCTURAL
COMPONENTS
OPTIONAL 2 " -3" STONE WITH FILTER
FABRIC AROUND BOTTOM AND SIDES
(RECOMMENDED ADJACENT TO PAVEMENT
1' MIN WIDTH, 1' MIN DEPTH)
OVERFLOW OUTLET COVERED 3" DOUBLE
WITH WIRE MESH HAMMERED
(BEYOND) HARDWOOD
MULCH LAYER
2% MAX SOD ON SIDE SLOPES
6" DIAMETER PERFORATED
UNDERDRAIN PIPE. PVC OR
HDPE (PER AASHTO M252)
/mss
2' -0" TO 4' -0"
FILTER MEDIA
SEE BMP
MEDIA DESIGN MANUAL
SURFACE FOR SOIL
AREA PARAMETERS.
" GRAVEL
LAYER AROUND
UNDERDRAIN
`L- UNDERDRAIN GRAVEL BED
( #57 WASHED STONE) WITH
NON -WOVEN FILTER FABRIC
AROUND TOP, BOTTOM AND
C_ I _FI rl n 1 A A SIDES, TYP.
BIORETENTION CROSS- SECTION
' s
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NOT TO SCALE
O
G M O
NOTES:
SLOPE AS INDICATED ON PLANS
*SEE SHEET S
w _
,
_
i,
r
• _
_
_
SOD (REQUIRED FOR FIRST
S,y�� PLANTING YEAR)
o�y Q
CLEANOUT
SHOULD EXTEND A
MIN. OF 6" ABOVE
.. .. .. .. .. .. .. .. TOP SURFACE OF
W WWWWW WWW W W„W„W W „WW „W W W W WW „W W W W W MULCH LAYER.
WIRE SCREENING AROUND W*W CLEANOUTS MAY Y
BE
ALL OUTLET OPENINGS. i W i i i i W i i i i FLUSH WITH TOP
a W a W a a a a W a a + SURFACE TO ALLOW
DRAWDOWN
.Y i i
I
OUTLET PIPE (CONNECT TO W���.: . * DOUBLE- HAMMERED
/�yj
�.:'.:'...'....:..�' HARDWOOD MULCH
STORM DRAINAGE SYSTEM) \v� l Y
1. ALL DRAINAGE AREAS TO A BIORETENTION Q�J
FACILITY ARE TO BE STABILIZED PRIOR TO F19
INSTALLATION OF AMENDED SOILS, MULCH
OR PLANTINGS. A
2. AMENDED SOIL WILL ONLY BE PERMITTED PRETREATMENT AND ENERGY DISSIPATION (TYP.
WITH A VALID SOIL ANALYSIS REPORT. FOR ALL CONCENTRATED FLOW LOCATIONS)
3. INSTALL WIRE SCREENING AROUND ALL
OUTLET OPENINGS TO PREVENT LOSS OF
MULCH.
PLAN
BIORETENTION PLAN
NOTES:
1) REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2) REDUCED PRESSURE DETECTOR BACKFLOW PREVENTION ASSEMBLY
SHALL COMPLY WITH ASSE 1047.
3) DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL
COMPLY WITH ASSE 1015 & AWWA C510.
4) DOUBLE CHECK DETECTOR BACKFLOW PREVENTION VALVE ASSEMBLY
SHALL COMPLY WITH ASSE 1048.
5) BACKFLOW ASSEMBLY SHALL MAINTAIN MINIMUM CLEARANCES FROM
WALLS AND FLOOR AS SPECIFIED.
6) EXTERIOR ACCESS DOOR TO BACKFLOW ASSEMBLY IS REQUIRED.
7) PIPE MATERIAL SHALL BE CLASS 350 DIP APPROVED BY THE TOWN.
8) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE TOWN
ORDINANCES AND SPECIFICATIONS IN ADDITION TO THE N.C.
PLUMBING CODE.
9) PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND
OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE WITH
REPORTING AND TESTING REQUIREMENTS.
EFFECTIVE: 12/10/09
NOT TO SCALE
DOUBLE CHECK DETECTOR I
DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY BACKFLOW PREVENTION VALVE ASSEMBLY
vAOiro
REDUCED
EXTERIOR
MIN.
APPROVED CLASS 350 DIP , RESTRAINED
OR RODDED TO MAIN LINE VALVE
DIP, MJ FITTING (ROD BACK TO MAIN LINE VALVE AND PROVIDE
REACTION BLOCKING OR INSTALL SIGMA LOCKING RETAINER GLAND)
III FLOW
OR
RE DETECTOR BACKFLOW PR
VARIES (SEE MANUFACTURE
GFCI ELECTRICAL
VARIES
MANUFACTUR
ASSEMBLY
RECEPTACLE
D
APPROVED OS & Y
(OPTIONAL)
B
GATE VALVE
o
L
INTERIOR
12"
2 -1/4"
4"
O
4' -1"
2' -0"
FLOW
730
15"
ADJUSTABLE PIPE SUPPORT
1' -6" MINIMUM
2' -3"
SLOPE FLOOR TOWARDS
3' -0" MAXIMUM
FLOOR DRAIN
MINIMUM 2111I'I
18"
2 -1/2"
I-
FLOORI DRAIN WITH III
ANNULAR AREA
IIIIIIIII
-
DEBRIS SCREEN
AROUND DIP
1190
24"
WEDGE
ACTION
RETAINER
GLAND
APPROVED CLASS 350 DIP, RESTRAINED = ! — _ _
OR RODDED TO MAIN LINE VALVE POSITIVE DRAINAGE -
STANDARD COMMERCIAL INDOOR BACKFLOW ASSEMBLY,
( 3 " DIAMETER AND LARGER)
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF
CARY AND NCDOT STANDARD AND SPECIFICATIONS
DETAIL No.
06200.06
SHEET 1 OF 1
0
ALTERNATE WAI I
CONE
IT
PLAN
w
IT
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n
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ri
4
_
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
WT,
12"
2 -1/4"
4"
2' -0"
4' -1"
2' -0"
11
730
15"
2 -1/4"
6"
2' -3"
3' -10"
2' -0"
11
730
18"
2 -1/2"
9"
2' -3"
3' -10"
3' -0"
11
1190
24"
3"
10"
3' -8"
2' -6"
4' -0"
11
1770
30"
3 -1/2"
V -0"
4' -6"
V -8"
5' -0"
6' -2"
2380
36"
4"
V -3"
5' -3"
2' -11"
1
8' -2"
5320
42"
4 -1/2"
V -9"
5' -3"
2' -11"
1
8' -2"
5920
48"
5"
2' -0"
1
2' -2"
7' -0"
8' -2"
7470
54"
5 -1/2"
2' -3"
5' -6"
2' -10"
7' -6"
8' -4"
8810
2' -6"
5' -0"
3' -3"
W -0"
8' -3"
11180
66"
6 -1/2"
3'-0"
6' -0"
2' -3"
8'-6"
8' -3"
12530
72
7"
3' -0"
1
V -9"
9' -0"
8' -3"
13980
GENERAL NOTES:
3:1 3�Op 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
o f 0 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
Q OF REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
T AASHTO M170, TABLE 2, WALL B.
T 3• ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
SECTION
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY AGREE
WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED BASED
ON THE MANUFACTURER'S STANDARD FORMS AND TEMPLATES.
7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY.
O
4"
__JTI E TI__
END VIEW NOT TO SCALE
FLARED END SECTION
12" THRU 72" PIPE
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date
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February 7, 2013
SCALE
NITS
JOB NO.
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'•
EVANS
..MECHWART.
2012 -0577
= n • HAMBLEfON &
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No. F -1016 ' Q,
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LANDSCAPE LEGEND SITE LANDSCAPE CALCULATIONS
J SYMBOL COMMON NAME SIZE /COND. SPACING COMMENTS PARKING LOT
BOTANICAL NAME
TREES 67 Parking Stalls /7 = 10 Upper Story Trees Required
AH American Holly 2" Cal. 20' o.c. 'A' Buffer 12 Upper Story Trees Provided
Ilex opaca overstory , ,
CLC Carolina Laurel Cherry 2" Cal. 10' a. c. A' Buffer TYP E A BUFFER
Prunus caroliniana understory Upper Story Trees at 20' cc., Understory Trees at 10' o.c.
ER Eastern Redbud 2" Cal. 10' a. c. 20' NCDOT R
-7 LP / Cercis canadensis understory > >
FD Flowering Dogwood 2" Cal. 10' a. c. 20' NCDOT R TYPE B BUFFER
/ Cornus florida understory Upper Story Trees at 30' cc., Understory Trees at 15' o.c.
FH Fosters Holly 2" Cal. 10' a. c. 'A' Buffer Evergreen Shrubs at 5' o.c.
/ Ilex x attenuate 'Fosteri' understory
�TYPE 'A' BUFFER G Gingko 2" Cal. 40' a. c. TYPE 'C' BUFFER— STREETSCAPE
30' -0" WIDTH Gingko biloba 'Autumn Gold' Upper Story Trees at 40' cc., Understory Trees at 20' o.c.
GVZ Green Vase Zelkova 2" Cal. as shown pp y y
-5 SH Zelkova serrata 'Green Vase' Evergreen Shrubs to screen parking.
-4 AH LE Lacebark Elm 2" Cal. as shown
Ulmus parvifolia GENERAL NOTES
LP Loblolly Pine 2" Cal. 10' a. c. 'A' Buffer 1. Installation must fully comply with all landscape code requirements and any City of Cary
Pinus taeda overstory conditions of approval.
LO Live Oak 2" Cal. as shown 20' Buff in
Quercus virginiana A' Buffer 2. Irrigation Specification ( Section 02750 ) and Landscape Specification ( Section 02950 ) and
MCM Muskogee Crape Myrtle 10' -12' as shown 'C' Buffer Landscape and Irrigation Details are to accompany this plan when bidding and are included
Lagerstroemia indica 'Muskogee' Multi as part of the Bid Documents.
SH Savannah Holly 2" Cal. 10' a. c. 'A' Buffer
IRRIGATION NOTES
Ilex x attenuata understory
SM Southern Magnolia 2" Cal. 20' a. c. 'A' Buffer 1. Irrigation to be provided by a fully automatic underground system. The irrigation system
Magnolia grandiflora overstory shall be design /build by the Landscape Contractor.
SM##1 Southern Magnolia 3" Cal. as shown 2. The Landscape Contractor shall comply with all Irrigation Specifications (Section 02750)
Magnolia grandiflora High branching
SMA Sugar Maple 2" Cal. 30' a. c. 'B' Buffer and Irrigation Details.
Acer saccharum 3. The Landscape Contractor shall submit an irrigation plan for approval prior to any
TCM Tuscarora Crape Myrtle 10' -12' as shown construction in compliance with Section 02750, 1.14, A, and Section 02750, 1.04, A.
Lagerstroemia indica 'Tuscarora' Multi LANDSCAPE NOTES
TP Tulip Poplar 2" Cal. 20' o. c. Buffer
Lirodendron tuliperifera ov erstory 1. The Landscape Contractor shall com p y with all Landscape Specifications ( Section 02950
)
WO Willow Oak 2" Cal. 40' a. c. 'C' Buffer and Landscape Details.
Quercus phellos 2. Keep plants minimum (3) feet from all in -wall air conditioning units.
YC Yoshino Cherry 2" Cal. 20' a. c. 'C' Buffer 3. Mulch all shrub planting beds and tree rings in lawn with a 2" minimum layer. Submit
Prunus x yeodensis mulch sample for approval.
SHRUBS 4. The Landscape Contractor shall notify the Project Superintendent in writing of all soil
BB Beautyberry 24 " -30" 4' a. c. conditions the contractor considers detrimental to the growth of plant materials. Proper
Callicarpa dichotoma 'Issai' drainage must be assured.
BH Burford Holly 24 " -30" 3' a. c. 5. INSTALLATION: All plantings shall be locally adapted to the area and meet the
Ilex cornuta 'Burfordii Nana' specifications for the measurement, quality, and installation of trees and shrubs in
BHR Bessie Howell Rhododendron 24 " -30" 5' a. c. accordance with the "American Standard for Nursery Stock ". Contractor shall verify
Rhododendron Bessie Howell' survivability /hardiness of all plant material for site conditions prior to purchasing plants.
BMS Blue Mist Spirea 18 " -24" 3' a. c. Contractor shall notify project superintendent if plant material is not suitable and submit a
f Caryopteris clandonensis 'Blue Mist' list of substitutions. y p J p p
-14 IB BMV Blue Muffin Viburnum 24 " -30" 4' a. c.
Viburnum dentatum 'Blue Muffin' 6. Provide Min. 12 inch layer of approved amended topsoil in all planting beds and 6 inch layer
BW Boxwood 18 " -24" 2' o.c. in all sod lawn areas. Prepare sub grade prior to placement of topsoil. Refer to
Buxus x 'Green Gem' Landscape Specifications.
CC Chokecherry 18 " -24" 8' o.c. 7. Conduct Soils Test using qualified Soils Testing Laboratory for proposed topsoil to be used
Aronia arbutifolia
DL Day Lily 1 Gal. 18" o.c. on project. Comply with all test recommendations.
Hemerocallis 'Stella de Oro' 8. Provide "DEEP ROOT" tree root barrier (18" depth x 20' length) whenever edge of root ball is
FG Fountain Grass 1 Gal. 2.5' a. c. within 5' of curb, sidewalk or other hard surface. Center length on root ball, do not undermine
Pennisetum alopecuroides 'Cassion' curb, sidewalk or utilities.
FPG Frostproof Gardenia 24 " -30" 4' o.c.
Gardenia jasminoides 'Frostproof' 9. Upon establishment of finished grades and prior to beginning installation of any trees, a soil
FPHB Firepower Heavenly Bamboo 3 Gal. 2' a. c. amendment schedule for all tree plantings shall be prepared by a certified Landscape Architect
Nandina domestica 'Firepower' and be provided to the Town of Cary Planning Department.
GFS Gold Flame Spirea 18 " -24" 3' o.c. Prior to the issuance of a Certificate of Occupany, a certified statement shall be provided to
-16 WP� Spirea bumalda 'Gold Flame' town staff Cary Site Inspector attesting to the fact that the soil amendment schedule was
-YPE B BUFFER GHO Goshiki Holly Osmanthus 24 " -30" 4' o.c. followed as specified in the approved site and /or subdivision plan. This statement shall be
Osmanthus heterophyllus 'Goshiki' certified by a registered landscape architect, certified arborist, or other specialist as
HCA Hino Crimson Azalea 18 " -24" 3' a. c. determined acceptable b the Planning Director.
Rhododendron azalea 'Hino Crimson' P y 9
HB Heavenly Bamboo 24 " -30" 3' o.c. 10. Provide 2" layer of Pine Straw or approved equal mulch in 30' Type 'A' Buffer Area.
Nandina domestica 'Compacta'
L ®® HGI Henry's Garnett Itea 24 " -30" 4' o.c.
I- Itea virginia 'Henry's Garnett'
HS Hummingbird Summersweet 24 " -30" 4' o.c.
Clethra alnifolia 'Hummingbird'
HY Hydrangea 24 " -30" 4' a. c.
Hydrangea macrophylla 'Lacecap'
IB Inkberry 24 " -30" 5' a. c.
Ilex glabra
JC Japanes Cleyera 24 " -30" 5' o.c.
Cleyera japonica
13 YH KR Pink Knock Out Rose 2 Gal. 3' o.c.
Rosa 'Radcon' PPAF
NH Nordic Holly 24 " -30" 3.5' o.c.
EX1St1 Ilex glabra 'Nordic Chamzin'
OH Oakleof Hydrangea 24 " -30" 4' a. c.
Q �� ��� 9 Hydrangea quercifolia 'Sikes Dwarf'
D OLL Otto Luyken Laurel 24 " -30" 4' o. c, Landscape a
� Prunus laurocerasus 'Otto Luyken'
PIH Pinkie India Hawthorn 24 " -30" 3.5' o.c.
Rhaphiolepis indica 'Pinkie'
RGB Rose Glow Barberry g 24 " -30" 4' o. c. DATE: 7 February 2013
4 SMA Berberis thunber ii 'Rose Glow'
SPH Sky Pencil Holly 24 " -30" 2' a.c. II ��
Ilex crenata Sky Pencil' SCALE: 1 = 30 -0
SWIH Snow White India Hawthorn 24 " -30" 3.5' o.c.
Rhaphiolepis indica 'Snow White'
TSQ Texas Scarlet Quince 18 " -24" 4' o.c.
-)4 JC _ _ _ Chaenomeles speciosa 'Texas Scarlet'
-9 IB VW Virgginia Willow 18 " -24" 8' Buff
Itea virginica 0 15 30 60 90
W Weigelia 24 " -30" 4' o. c.
Weigelia florida 'Wine & Roses'
WP Waxleaf Privet 24 " -30" 4' a. c.
Ligustrum japonicum
2 WO YH Yaupon Holly 24 " -30" 5' a. c,
Ilex vomitoria
�r
VINES
CJ Confederate Jasmine 2 Gal. as shown
Trachelospermum jasminoides Train up trellis posts
VC Virginia Creeper 2 Gal. 10' a. c.
Parthenocissus quinquefolia
GROUNDCOVER
Big Blue Lily Turf 4" Pot 12" o.c.
Liriope muscari 'Big Blue'
Annual Flowers 4" Pot 8" o.c.
To be in bloom at time of grand opening - Co ordinate color
color scheme with Project Superintendent
Purple Leaf Wintercreeper 1 Gal. 30" o.c.
Euonymus fortunei 'Coloratus'
Sod Lawn
EXISTING TREES TO REMAIN
Protective barriers (4' Height) shall be placed around all
trees outside drip line prior to any site construction. All
brush to be cleared manually.
PARKING LOT TREE
Cary Retirement Residence
Cary, North Carolina
HAWTHORl1
RETIREMENT GROUP
9310 NE Vancouver Mall Dr., Suite 200
Vancouver, WA 98662 -8210
(360) 213 -1550 Fax [phone]
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Planner ; Date 26/41

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DIE CASTING ALUMINUM
FLUORESCENT
4452213DTTLL
900
0.95
22.41
HOUSING WITH
V.IES
LOUVERED DOOR.
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HYDROFORM
REFLECTOR. CLEAR,
FLAT GLASS LENS.
PROGRESS
WALL MOUNTED
65W BR -30
((uJ))
G1
18
8' A.F.G.
+ + + +
+
INCANDESCENT
+ u +
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LUMINAIRE SCHEDULE
Symbol
Label
Qty
Mounting Height
Catalog Number
Description
Lamp
File
Lumens
LLF
Watts
RECESSED STEP LIGHT.
ONE 13 -WATT
m
D
8
V -6" A.F.G.
LITHONIA WSL1 F
DIE CASTING ALUMINUM
FLUORESCENT
4452213DTTLL
900
0.95
22.41
HOUSING WITH
V.IES
LOUVERED DOOR.
LITHONIA WSTM
MINIATURE TRAPEZOID
ONE 50 -WATT COATED
G
21
50M MD
ARCHITECURAL
ED17 CERAMIC METAL
WSTM_50M_
3325
0.95
85
SCONCE, 50 -WATT
HALIDE, HORIZONTAL
MD.ies
8' A.F.G.
METAL HALIDE, MEDIUM
POS.
Q
DISTRIBUTION,
HYDROFORM
REFLECTOR. CLEAR,
FLAT GLASS LENS.
PROGRESS
WALL MOUNTED
65W BR -30
((uJ))
G1
18
8' A.F.G.
LIGHTING P5641-
FIXTURE
INCANDESCENT
incan 100W.ie
-
900
0.95
65
z
20
s
LITHONIA TWS
GENERAL PURPOSE
ONE 42 -WATT TRIPLE
QLUMINAIRE,
G2
1
5' A.F.G.
42TRT
BUILDING MOUNTED
42W TRIPLE
TUBE COMPACT
FLUORESCENT,
TWS_42TRT.ie
s
3200
0.95
48
TUBE COMPACT
VERTICAL BASE -UP
FLUORESCENT LAMP.
POSITION.
EVERGREEN
WP34M70 Up /Down Wall
G3
4
8' A.F.G.
WP34M70
Sconce with one 70 watt
MH70W /U /PS
WP34M70.IES
6150
0.95
88.1
Q
Up /Down Wall
MH lamp
Sconce
LITHONIA WST
ARCHITECTURAL
ONE 150 -WATT CLEAR
Q
G5
1
14' A.F.G.
150M FT (PULSE
SCONCE WITH
ED17 PULSE START
WST_150M_F
14000
0.64
189
START)
FORWARD THROW
METAL HALIDE,
T_(PULSE_ST
DISTRIBUTION WITH
HORIZONTAL POS.
ART).ies
CLEAR, FLAT GLASS
LENS. CLEAR LAMP.
MEETS THE'NIGHTTIME
FRIENDLY' CRITERIA
12" RECESSED CANOPY
OM
2
14' A.F.G.
RUUD MRC417
LIGHT
150 WATT MH
MRC417.ies
14000
0.95
215
GOTHAM LGH
8" VERTICAL
ONE 50 -WATT COATED
N
4
9' A.F.G.
50M 8RW FFL
DOWNLIGHT, WHITE
ED17 METAL HALIDE,
Lt114369.ies
3400
0.95
68
PAINTED REFLECTOR,
VERTICAL BASE UP
50W METAL HALIDE
POS.
10-1
LAMP- MEDIUM BASE,
WITH FRESNEL GLASS
LENS AND WHITE
RECESSED DOOR.
PROGRESS
TWO 13 -WATT SELF
O
Q2
6
9' A.F.G.
LIGHTING P3699-
14" DIA CEILING MOUNT
BALLASTED COMPACT
CCLC.IES
1440
0.95
34.5
09
FLOURSCENT
KAD 150M SR4SC
Area Luminaire, 15OW
ONE 150 -WATT CLEAR
O
T1
8
19' -6" A.F.G.
(PULSE START)
MH, High Performance
BT -28 METAL HALIDE,
KAD _175M_S
13000
0.95
208
(18' POLE WITH
SR4SC Sharp Cutoff
HORIZONTAL POSITION.
R4SC_(PULSE
1' -6" POLE BASE)
Reflector, Full Cutoff
_START).ies
MEETS THE'NIGHTTIME
FRIENDLY' CRITERIA
KAD 150M SR3 -H
Specification Area
ONE 150 -WATT CLEAR
O
T2
8
19' -6" A.F.G.
(PULSE START)
Luminaire, 150W Metal
BT -28 METAL HALIDE,
KAD _175M_SR
13000
0.95
208
(18' POLE WITH
Halide, SR3 Reflector with
HORIZONTAL POSITION.
3_HS_(PULSE
1'-6" POLE BASE)
houseside shield, Full
_START).ies
Cutoff MEETS THE
'NIGHTTIME FRIENDLY'
CRITERIA
LIGHTWAY PWXL
WALKWAY -
ONE 13 -WATT CPF -
W
28
2' A.F.G.
9 POST MOUNT
FLOURESCENT
FLOURESCENT
landscape.ies
1200
0.95
18
OO
LANDSCAPE LIGHT
MOUNT AT 24"
SPECIFICATION
ONE 50 -WATT CLEAR ED-
W1
2
6" A.F.G.
FLOODLIGHT, TA
-17 METAL HALIDE,
TFM 50M_TA.
-
3300
0.95
68
TFM 50M TA
DISTRIBUTION, 50W MH,
HORIZONTAL POSITION.
ies
W/ CLEAR LAMP.
SPECIFICATION
ONE 70 -WATT CLEAR ED-
W2
1
6" A.F.G.
LITHONIA
FLOODLIGHT, RG
-17 METAL HALIDE,
TFM_70M_RG.
5200
0.95
95
TFM 70M RG
DISTRIBUTION, 70W MH,
HORIZONTAL POSITION.
ies
W/ CLEAR LAMP.
LIGHTWAY TRIP-
21 "DIA. X 16- 3/8 "H. POST
ONE 42 -WATT
W4
3
9' A.F.G.
21- U- 1T42-4 -W2
TOP FIXTURE WHITE
FLOURESCENT
TRZP.IES
3200
0.95
43.86
O
(8' POLE
REFLECTOR HOOD
FIXTURE
CLEAR TEMPERED
HEIGHT 1')
GLASS JAR LENS
7.8 "L. X 3"DIA. X 5-
ONE 35 -WATT PAR -30
F2
2
6" A.F.G.
4620 35CMT4 SP
13/16 "H. KNUCKLE
METAL HALIDE
4620_35CMT4
3300
0.95
46.46
DO
MOUNT ACCENT LIGHT
_SP.ies
SPOT REFLECTOR
TEMPERED GLASS
LENS
7.8 L. X 3 "DIA. X 5-
ONE 35 -WATT PAR -30
F3
8
6" A.F.G.
4620 35CMT4 FL
13/16 "H. KNUCKLE
METAL HALIDE
4620_35CMT4
3300
0.95
46.48
MOUNT ACCENT LIGHT
_FL.ies
FLOOD REFLECTOR
TEMPERED GLASS
LENS
STATISTICS
Description Symbol Avg Max Min Max/Min Avg /Min
PARKING AREA X 1.6 fc 4.6 fc 0.5 fc 9.2:1 3.2:1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0. 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.1 .1 0.1 0.1 0.0 0.0 U. U. 0.0 0.0 0 U. 0.0 0.0 MMY 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
~ REPRESENT FOOTGANDLE
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k +0. 0 . _--10 @ - 4.0 0.0- 0.0 0.0 0.0 ( 0.0 0.0 .0 0 0.0 0 0. .0 0. 0 0. 0. .0 0 0.0 0.0 Lj 0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + X MEASUREMENT AT UD' 5PACING-
T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0 T0.0
W1�1 11111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0 15 30 60 90
architectur
3150 KeMe Court SE, Sa�ern, Oregon 97301
P 503 399 1 0090 F 503 399 0565 w Donutyorc hitec t urexoun
HAWTHORI
RETIREMENT GROU
9310 NE Vancouver Mall Dr., Suite 200
Vancouver, WA 98662 -8210
(360) 213 -1550 Fax [phone]
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Cary, O r t a r o i n a Planner ; Date
27/41

00
A
0
so
ai
0
t2
11111ill 1111111liq ;;ll
fit no
=1
ftRTW
Notal
Notes I Tan Ell
FEATURES & SPECIFICATIONS
I Separate ballast enclosure required lot HID models,
a Aconscriclawill coequal to the numblarol boxicaorthared,
Compact Fluorescent Lighting
z Only available witin HID lamps.
Double EAD arms also available - consult factory. ForIECtorturics
Construction
3 Onlyvalid it LPI is chosen, otherwise use Fill, not all distributions
mountlad on CA arms consultlaclory.
WSL1F
arovalial with all lamp typol consult lamp manufacture's
I STB avoilablewith Ill El POSSE, Bill and BPCB only.
Die-cast powder coat painted faceplates are available in white or block,
spacifitations.
SFl only available with 120,277 or 347 volts on HID only.
el
CLC will be uslad if no lens is chosen.
io OF is only available with 208, 220 or 240 volts on HID. only.
9DTT – encasrad and p tied, high power factor (HPFI nlochomagneric
WIS. onlyvalid with P3870M and P381 OOM,
Only available with CAN lamps-
FPS Whina Sloncid
For multiple TRAS boxes the number of fixture heads and
Usual
ballast standard 1120V or 277V).
02010Acuilly Brands Cajoling, hic,
Maximum of 4 No, 12 AWG mri"Jugh Joel di connectors sultablo lot
20660 Nordhou Si ones B
1118/10
00
0
Cliaosworm, CA 91311
4519
Electrical Hill are suitable fur wet locations in wood construction,
Nome; M333,9901
masonry and poured concryl applications,
Shipped north led in salute
Fax ans.ltamssl
LPI Ii
SAW location poled,
wilawhydridevin
ORDERING INFORMATION
Notes I Tan Ell
FEATURES & SPECIFICATIONS
Conoco the adiffaca catalog nonseasonal that bout snits your rovids and write it on ifio
Intended Use
Compact Fluorescent Lighting
For use in indoor or bull well, locations, such as patios and path it
Double EAD arms also available - consult to story, FoirlKtbdums
Construction
3 Only valid it LPI is chosen, otherwise use Fill, not all distributions
AlbalmlifIc white die-cast frams-in.
WSL1F
Lonvored, clotted, and opal hicoplates available.
altsgat
Die-cast powder coat painted faceplates are available in white or block,
Faceplate
Facoplaws Are shipped separately,
el
Electrical system
WET LOCATION STEPLIGHT
9DTT – encasrad and p tied, high power factor (HPFI nlochomagneric
Non rC
ballast standard (120V oruy},
FPS Whina Sloncid
13DTTE – high power factor (HPF), -201 to lq'F, Instant start electronic
Usual
ballast standard 1120V or 277V).
Cl Acuity Brands Cal pig, hic,
Maximum of 4 No, 12 AWG mri"Jugh Joel di connectors sultablo lot
FPO White Opal
75'C or higher permitted in box.
00
0
One electrical conaluil. filling and one plug provided,
4519
Electrical Hill are suitable fur wet locations in wood construction,
Phorsh RRI.K119901
masonry and poured concryl applications,
Shipped north led in salute
Listing
LPI Ii
SAW location poled,
Specificatmour
UL listed to U,S, and Canadian safety standards,
Cuil 9-IJ4" x 3-6/8"
lea
Suitable depth tor concrel 4,25'
Af MedeftecHA1211,
AL)a* ch"granuo,
ORDERING INFORMATION
Ilerapin 7111? {117} 53rd
Carft 7-112l (144
Height: 5-314 islifl) 12 -f}2 1
Isla)
INaphl, l4.0Rs(6J'_,Iag
All tssiemilx h,,hll,,L
Foo sh orreat load I hill configiresionaluxt using standard options (shown In bold), Example: WSTM 70M MD 120 DHAT LPI
Example- WSLIFSDTTFPLBL120FPLBL
Conoco the adiffaca catalog nonseasonal that bout snits your rovids and write it on ifio
accu,- rius will boa quiltothonumborotboxo:5ordorad.
arterivernsto firill
z Only else liable witin HI 0 lamps.
Double EAD arms also available - consult to story, FoirlKtbdums
WSLlF
3 Only valid it LPI is chosen, otherwise use Fill, not all distributions
mounted on EA arms consult Dialoll
Series Wattage/Lamp
arovalial with all lamp typol consullfamp manufacture's
altsgat
E- N
Faceplate
WSL1F Endgi
FPL While Louvered
CLC will be uslad if no lens is chosen.
03DTTEr
LO
WIS. and valid with P3870M and P381 OOM,
Dray available with MH lamps,
FPS Whina Sloncid
For multiple TRAS boxes the number of fixture heads and
Usual
FPSBL Black, Shined
Cl Acuity Brands Cal pig, hic,
nrisw
FPO White Opal
1118/10
00
0
FE EL Black Opal
4519
NOTES:
1 129V only,
2 Electronic ballast somilard.
Downlighting and Track
NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION
VVITHOUT NOTICE. Any dimension on this shout is to be assumed as a
reference dimension; -Used for Intentional purposes only. If does not Cavern
manufacturing or Inspection roquironturits-' JANSI Y14.5-1973,
,02010 Acuity Brands Lisiti Inc.
11 still 0
4519
Shmat#. WSLIF-COM CCFL-150
PART NUMBER
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Chatseelaill CA A1211
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One Hispania We),, Powers, 6A 319112
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Ilerapin 7111? {117} 53rd
Carft 7-112l (144
Height: 5-314 islifl) 12 -f}2 1
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0
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D F is only available with 208, 220 or 240 volts on HID only.
LO
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Dray available with MH lamps,
okbiblatolk
For multiple TRAS boxes the number of fixture heads and
Usual
Moundr4
Cl Acuity Brands Cal pig, hic,
nrisw
2D660 Nordhatt lot,, Suite B
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4519
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Fax 866,5315291
LPI Ii
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avelawhydrelcom
NOTE: HYDREL RESERVES THE RIGHT TO MODIFY SPECIFICATION
WITHOUT NOTICE. Any difulonsion on this cancer is to be assumed as a
reference dimension: -Used for Information Purposes only. It duos not govern
manufacturing or inspection requirements." 1ANSI Y14.5-1973I
`02010 Axially Isronally Lighting, Int-
4519
Kamm
PART NUMBER
Model Lamp Type Voltage Msbibution —Lens
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othis ardaterund call an awflats is, Sal q als a is acaflablt.
■
0
Planner
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: Date
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WSTM Metal Halide, High Pressure Sodium all Mounted 7!!=
11NIN
fA LITMOUVIA LAGYVIZA40'
-cm
M%%VAY&&X w
OUTDOORi isip, I ahisnas ycxy C;srsopa, Eai '0119 Illone: 170,92),91410 Iva: Mycln-12D9 Acs1i Nialid"', 1001ting, liw. U lald.% rysinvol, Rv,, 12081111
exterior - Exterior Wall
oducl Details :
Catalog# G3.._.. Type
P rol ect
Prepared By Date
Comments
Specifications subject to change without notice.
CA O(
WATTAGE
VOLTAGE
LAMP
BALLAST
WP34H50P120L
ERIC
R, E
1120
HPS
P-N PF
NO MEN
70
EME
HPS
P-N PF
WP34H50DL
mom No
1201277
HPS
HX- H PF
mom
70
ONE E
HPS
HX- H PF
WP24IM50DIL
50
1201277
WOMEN
HX-HPF
MENEM
70
QUAD
MH
MENEM
ISlechk a reavc,
LISTI NGS - Or, I Isted (standard). I SA ended love Still nro. suddlabs for ever local Into ED my Nuclear fiely d
[stocks 16 1/4 (112) 7-114
in I tits-lip one Distinct, VETO son on affs w ever location infil in up caretaturt pan Los cish east, IP05 rated, ZV(
Dwerfi: 9 VS (23, 2) (18 41
arablent liti): US Micro No, 7,737,640,
L====A
Note: oweldsamah subject To chancre aftbout until
Spread l4night: 7-1,4 LISA) 16-1A
I`_ 01,2) (233.2d
(VA Contend
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fA LITMOUVIA LAGYVIZA40'
-cm
M%%VAY&&X w
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exterior - Exterior Wall
oducl Details :
Catalog# G3.._.. Type
P rol ect
Prepared By Date
Comments
Specifications subject to change without notice.
CA O(
WATTAGE
VOLTAGE
LAMP
BALLAST
WP34H50P120L
ERIC
R, E
1120
HPS
P-N PF
%was
70
EME
HPS
P-N PF
WP34H50DL
mom No
1201277
HPS
HX- H PF
mom
70
ONE E
HPS
HX- H PF
WP24IM50DIL
50
1201277
MH
HX-HPF
WP34M70QL
70
QUAD
MH
HX- H PF
ISlechk a reavc,
LISTI NGS - Or, I Isted (standard). I SA ended love Still nro. suddlabs for ever local Into ED my Nuclear fiely d
[stocks 16 1/4 (112) 7-114
11NIN
fA LITMOUVIA LAGYVIZA40'
-cm
M%%VAY&&X w
OUTDOORi isip, I ahisnas ycxy C;srsopa, Eai '0119 Illone: 170,92),91410 Iva: Mycln-12D9 Acs1i Nialid"', 1001ting, liw. U lald.% rysinvol, Rv,, 12081111
exterior - Exterior Wall
oducl Details :
Catalog# G3.._.. Type
P rol ect
Prepared By Date
Comments
Specifications subject to change without notice.
CA O(
WATTAGE
VOLTAGE
LAMP
BALLAST
WP34H50P120L
rD 0
1120
HPS
P-N PF
WP34H70R120L
70
120
HPS
P-N PF
WP34H50DL
60
1201277
HPS
HX- H PF
1JUP34H70QL
70
QUAD
HPS
HX- H PF
WP24IM50DIL
50
1201277
MH
HX-HPF
WP34M70QL
70
QUAD
MH
HX- H PF
Incandescent 6" Cylinders Outdoor
Wall
Type F=
-21 -30 -31 -82
P5641 ❑ ❑ 1:1
P5642 ❑ ❑ ❑ ❑
Finish
Metallic Dimensions (inches)
Catalog No. F -Bronze White Black Gray Lamping A B C D
�P l L20 30 -31 -82 1-250w 0,PAR38, 6 12 8-718 4-1/2
150w BR40
P5542 -20 -30 -31 -82 2-250w QPAR38 5 is 8-718 8
A I A
D
D I
J_ B
c
P5641 P5642
Specifications:
G en era I Electrical
• Lxtruded aluminum .125 wall thickness - Medium base porcelain socket with
one piece cylinder nickel plated brass screw shell
• Cast aluminum wall bracket Accessories
P8798-31 Top lens cover for P5642
• P5642 - Up/Down lighting. P879:9-31 fixture
top cover lens recommended when unit Options
is used outdoors • Bronze finish speclty "20" suffix'
• Interior finish matches exterior finish - White finish - specify `30" suffix
mountinu • Plack finish - specify "31 " suffix
• Covers any outlet box - M eta 111c Gray finish - specify "82" suffix
• Cast mounting bracket is 4-112" square Labeling
• Outlet box mounting bracket supplied • UL C U L wet location I isted
permitting attachment of unit to wall
with one almost invisible set screw (5642 only with top cover lens)
Progress Lighting
701 Millennium Blvd.
Greenville. South Carolina
29607
Rev. 1104
wvvw.progresslighting.com
4 "1
al 0=01millmi
W N
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ORDERING INFORMATION For shortest lead times, configure product using standard options ishomen in bold).
Eoarnple TSVS 13TT 120 PE LPI
TWS
NOTES:
I Shms as 26142TAT, Oreatatew 26 42 watt as
ecaudeird herself oil learn choice,
2 Na avallable adds 1,717,
Accessories
RKI PES1 Photocell kit (120V only)
TWSWG Wireguard
Outdoor Sheet #: TWS-CF BM-420
JfA Llr.VVJVIA Ll""YVIIIIII&AG
atrte+'igr
FERURES & SPECI FKATIONS
rl
INTENDED Ill I of buildidig-adul Snail -rateenrol applicagm.
delay (-411 Turn, sponsored tempest clef
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ELE(TRICH, hallast: 150phund
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........ ..... ....
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... . . ... ..... .... . . ....
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Sockep rebellion, medifthin-base socket wall broker alloy, iddid-plateld screw shell and truest Lortact. UL
.. as sort.
looll restyle, slurry 414 pulse rental
METAL HALIDE: 50W-175W
finish
HIGH PRESSURE SODIUM; 35*150mir
architectural: (istroapavolabW
277
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Dwerfi: 9 VS (23, 2) (18 41
arablent liti): US Micro No, 7,737,640,
L====A
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Spread l4night: 7-1,4 LISA) 16-1A
I`_ 01,2) (233.2d
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47
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INST
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TWS 32TRT TEST Nrd LTL1 2633
Will larnpinduded
29 12
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elfloto about ASST Sandixtarre, text sued
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Electrical Characteristics
Mounting Height Correction Factor
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12ft. =1344
AfA
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VwnoLp/e6kc'3`s
Valtags
den q l
mib;
o is, %I
Rua,solent
120
per
11 ',JPF
Nor
j 13TT
0,31
0,24
1001gN411
C50
FluOruncont
170
77
76
K
I =78TRT
277
04
9,12
(155
HuCrurcurt
171)
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36
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211
1 la
11
In
Fl uc r a scxarl
120
'39
47
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1 4 2 1 To
177 I
I I
met Has
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Mounting Height Correction Factor
(Multiply too p, novel by dial corrarrcan fmoarl
loft. =0.64
12ft. =1344
AfA
VAM L17%joy" L)5MH7WWck LithoniaLigWng
,"111111W Dutdoor Lighting
An %A0hVy&a-& Carpw7y O�ieLithortiaWavCorWers,6ASOU12
Pheana: 774 92 2 9000 Fax� 770 918. 1209
Sheet #: TVVS-CF 02004-2010 Acuity Brunds Lehlino, Inic, All ritilds roaramold, Rev, 31ill 0 Antsylonora&Gam
E
I &IOBA
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M MEMO
lantrip
Initial Thrown
2DC12
Mountifig height
29 12
motallialfirle
ELED
TOY
12,
lly
16
50st MIT
1.9iM
LAI
0_10
0.12
(111
701 MIT
SSW
0,62
0.43
0,31
0,24
1001gN411
C50
Ec45
Up
149
0,37
150 mm
11,V
1,41
0,98
9,12
(155
175W MH
I: zeye)
1,44
1.0
7.13
0,56
High Istessure Sodium
In
11
In
a
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0-1s
3
016
met Has
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031
it,
0111
7OW HP5
1x 1 (TO
0,12
0.50
)3'
(Us
100a "T's
91 1W
IV
11L71
r64
Q41
15077 LIPS
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ISO
1,25
rl"ll
0,70
21 M.
t1lod lamps enaddiage
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29 12
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355
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0
a
0
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* SHE T
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29/41

Planner ; Date
1
Not available! with SCWA.
13 AvidablewittiSPE174 and SP O9.
Omfier
rxvilbe,,
NOTES:
5
Reduced picker EDV]1 required lot
16
Max allowable wattaqu land) included.
2-3f8" T20-190 T20-280 T20-290-'O T20-320"O T20 -390
T20-490's
2
Not avadablo with 48OV.
14 Must spoeffy, voltag& N ' /A ackth 79.
Teown, lifisuating Sliplifthtir
U-1,cv, 0 ff w-"
1 fificituarretric d;Aa for other disiribudans; can L'in accosecal frorn weemilikinnia-corm
SR2, SR3 dral SR4SC opti",
17
Mac be ardared ac aii actiportery,
2-7/8" T25-1 90 T26-280 T25-290zr' T25-320 T25-390'r
T25-490'
3
Not available with TEV,
15 Only available with SR2, SM, fe SRASC
6
Hoaco-iodo obdold available,
IS
Sea for
T, T35-190 T35-280 T39-290" T35-320 T35-390"'
T35 490
Progress Lighting
4
5
Must be ordered with SCAVA,
Reduced jackal E028 required lot
optil ",
15 Max ullowulcla wattage lump, mvludcd�
Tienon Off She TiewwR01801 Two4S901 Thrriwg-1201' Threp.090' Fcidrap"'
7
8
Meet specify GWI for use in Fredric,
Optional inuftj teds ballast 029,208,
19
additional color optiorm
Must be eirachied,
KADVG Vvind8l qUard
SHEET
1
2-318" T20-190 T20-280 T20-29V T20-3202" TZO-390'-"' T20-490
Post Office Box 6704
SSFO� MR.' a rid SR4SC optic s�
17 May be ordered a� un accessary,
2-7/8" T25-190 T25-280
T25-2902c T25-320 725 -390
T25-490"
T25 -490
240,277V;iiiCutiadii;12fl,277,347V),
29
Mirst use RPD09
KADWG Wirp quard
Spartanburg, South Carolina
6
7
Hooso-sido chiold available.
Must spiicity CSVI for too uj Corncob,
IS Sou for
Udditiurial color uptionv,
4" T35-1 90 T35-280
T35-2902' T35-320 T35-390"
T35-490`0
fA I.IrIMMIALIOWMV00
LithounitUghtrug
Outdoor
Sheet *: KAD-M-S
AL-370
29304-5704
Rev, 10106
0
0 ptiona I are Of tap be 11 a at (121), 20S,
24fl,217V;inCdiiadu:12fl,277,247V).
19 Must be spociford,
20 Mustowilbly[p!)
KADVG Vandal quard
KADWG Wird, quird
An%Uuftyft-&CwpW
Outdoor
OneLithcxdaVyuY,Cdnvenr,GA 3110112
Cary Project #: 12-SP-047
Phonw.770-922-9000 Fax: [phone]f.0
xxyw,yv,.progre.,,s1jghdng.com
Outdoor
Sheet #: KAD-M-S
AL -370
Sheet All: KAD-M-S c�) 2007 Acuity Brands Loftin,
a, Inc., Ray. b3lbeff
wwvvJfthQN&coM
HT
-E • t9-002
30/41
Approved by The Town of Cary
Development Review Committee
Planner ; Date

Air
e
0
ai
O
0
to
t2
to
eo
KAD 400M Arm-mounted Soft Square Cutoff HYPE T2
coewicientofuldlization
Initial Footcamiles
4NAVIVocof Halidolamp, 12,003ratod lursons,
Footcandle values based on Se mounfinq paitotd,
Distribution Term III, cutoff,
41AWMatal HaIWL Imrol,32,000 rated sturmus,
Foutcandle values based on 30' mounting matific,
Distribution Two IV, scroll.
call Mote I Hands I amp, 32,000ramel lumarl
Forricandki values forced on go mounting ralight,
Distribution Type IV, cutott
0 1 2 4
forest Metal Holes himp,32,000 rated In mom,
Folacandle values based air 30' mounting handle,
Distribution Type V, court,
Electrical Characteristics
LithannIaLightimil
•
Primary
Line current
(Am Get
Primary
dropout Input Power Regulation
Mounting Height Correction Factor
Wattage/ballast voltage
SlarTlOperating
voltage watts tartar J% Line V = Lamp luctions
(Muluply the to "of by the coreencon factor)
120
2,50/4,00
55
" ;, - 1.44
400CWA 208
1.4512.:10
S5
35 1 = 0,73
Poak-Isend 240
11_2SV2.00
110 455 90+ 410% - -10%
40 ft. -.56
Autotranniforimpr 277
110/1.75
125
­ t n ­ Saw —,
480
72RI,00
225
Existing Mounting Height';,_ Correction Factof
_N_e_w_M_ou­rfqg_Heigfg-
Tested to current LE S and NEIVIA standards make stabilized laboratory claidileore Various operating factors can
i.
can se differnmea beerreen laboratory data and actual: Role mensurragenot Dimensions and specifications on this
shoot arc based on tho most current available data and are subject to species esehout notico.
ppJTEeC
I PlooluncAric daUA hot other disiributions Can be arc sass final wanvIthimsaxono,
AWAk
PF A LJ7)9��� LJ5Mq7WW 0
LithannIaLightimil
•
"door
IneciLithorw Wgy Convor% OA 330111
WATTAGE
Puente 770-11W-91110 Tax 7770-918-1
Slierilk. KAEF-Iii Cip 2007 Acuity Brands Leasing, Inc., Rev. p3loct
vatevifthonat,com
42*611060 MAZIM144
I TYPE W I
MODEL
FINISH
LENS
INTEGRATED FLUORESCENT BALLAST
WATTAGE
VOLTAGE
2.34l" CLEY (TNPS)
VID
mbrationDamper
Standerulcolors
Boll
ME
G - Verde
Ell I rested Io x
1
208
2.7/8"17.0=(2.112 CIPS)
BR- Architectural Brick
FR Prennatic tons
DWH White
240
3-1/2" CED (3 NIPS)
Z- Pacnilecturo I Bronze
Bracket ll fixture)
4"B
277
­ t n ­ Saw —,
LZ - I iflpit RocTee
C­­__ n_­ I__
DBI Black
MIT - banifi-to F)
10•' -12"
DZ - Dark Intel ice
11••
AB SS-5
A836.0 PJ50010
6"
GT - Grut ate
3-318 '-4"
12-112"
ABSSS-6
A836-0 PJ50011
P - P voter
hurt
buon,,e
Z
VRA, sure Stock leave
TC - Torra-colta
(2 3/9� 0D (22 112-3 S10 card invented
0
a
0
IN - Rust
Ignore (SA (SA(lelifient
D(A Chat (00 1 only
. . . . . . . . . . . . . .
...............
. . . . . . . . . . . . . .
90bHC
FIG - Hutflor Glenn
H C&I Note (Pififilell
am Eaton green
4 2 2 1 EI i 7 1 4
70P5I1'
M - baccr 11U
loll Inicn it 14upiaxritlot
DN Slight Fre
Distance in Mounting Haight;
immuc,
Will - slosectihoted Beroso
1194
DSS Sandstone
Aiming Ana [a = 45
IYWIK
Wl- 'Weathered non
V U
DWH White
Mounting Height - loft.
rinthmeestae
soda nt'
W - Votlile
WC, wifeimald
(11 Enhanced
L(frup not Included Wlti fixture, order separately. fur avail,
L)L, Hurons, see Lconp Ourclu, Vista ccilulog,
V6 Vandaininsaid
I - Ballast otactilable in t20
or 211 volts only.
35S.
00a Poufuosiuncul 0u tit uu! Lit h
cthti�fy Xusurvu� fit", li�gul lu roociiry xt?u rix'SUFL"iteown WiPIUuf frolf xo
1625 Surveyor Avenue - Simi Valley, CA 93063 - (805) 527-OV81 - H300) /66 -VISTA (8418)
FAX: (8&q) 670-VLSTA (8478) - Onto 110% vista Toro.co un - sessow.vi.itopro.co nof 144171 41 °t
Anchor Base Poles
SSS
SQUARE STRAfGHT STEEL
10 - 39 feet (See back rcaqe.) PT
Open 'trip...,.......
heart
LessAnchorBorts
irrowderfinistiP
(Sore back payej T20
2.34l" CLEY (TNPS)
VID
mbrationDamper
Standerulcolors
Boll
ME
TP
Tamper Proof
BOB Darkbrooze
T25
2.7/8"17.0=(2.112 CIPS)
mox"Is
HoroommArm
DWH White
T302
3-1/2" CED (3 NIPS)
ABSSS-40
Bracket ll fixture)
4"B
­2
­ t n ­ Saw —,
ter --A
C­­__ n_­ I__
DBI Black
shaft
TECANI CAL IRFORITTIATICIN
Boll
Base
Anchor
Watehouse Template
Base
Circle
Protection
Square
Boll
ME
Size
A
Emilio
C
Description
OascAthkon
4"C
8-IiZ'
lion, to in. to op)
Approximate
ship wought
(pounds)
ABSSS-40
A1318-0 PJ50004
4"B
8-112"
2-3,14-21"
8"
AB8684l3
AB30 -0 PJ50004
5"
10•' -12"
5.318'-4"
11••
AB SS-5
A836.0 PJ50010
6"
11" 13"
3-318 '-4"
12-112"
ABSSS-6
A836-0 PJ50011
97%xk=VA-1
hurt
buon,,e
Z
VRA, sure Stock leave
TIN s( WA Suess VIVA price
(2 3/9� 0D (22 112-3 S10 card invented
0
a
0
130,501,17T
Ignore (SA (SA(lelifient
D(A Chat (00 1 only
. . . . . . . . . . . . . .
...............
. . . . . . . . . . . . . .
90bHC
_�10
H C&I Note (Pififilell
am Eaton green
4 2 2 1 EI i 7 1 4
70P5I1'
DT6 Taunts given
loll Inicn it 14upiaxritlot
DN Slight Fre
Distance in Mounting Haight;
immuc,
0
1194
DSS Sandstone
Aiming Ana [a = 45
IYWIK
V U
DWH White
Mounting Height - loft.
rinthmeestae
soda nt'
0
WC, wifeimald
(11 Enhanced
V6 Vandaininsaid
0110slon
J: VW
35S.
leciseflor
01 1 Me level
See
Go If
(ITT Non stick
7OS'
(mission
Protective
oatingar
Ims
TV Upper wear%
CRT Non shot
70Se
None 9 XOP ii at'asoeewiffin(ye 7% 16,y orly
Np,,uI AX th S psi 1 0 Allull"tl!ewi"hl lihl, 5rAAHC;'ily
EY rtllvls
Protective
4 1;
5 pi If, p.,cis-oo. nl to I! WIc,-1 5a 7Cv, I 'orvy, Us
o cft,,tIpe(fl•(VVl crTi7.6c(AT•d4 14 FI eli x m in I t u wlInq III tiog, I% at da vs,, ,x
7 or-Oolel nnuril -op nvics, f 1': n, tor, 2771Y) li Irv­xur!2;,,, 271, 115 ` "Itp
sp ip, J, I? d, _34. C1 cck enkh -'al,
I, to! i se �' II .IY rY Li roI! xb 1p it fl Nq 17 huultoo5ptdftrl
OUTDOOR if " f4 It o
1505
shaft
Boll
Boll
Base
Anchor
Watehouse Template
Base
Circle
Protection
Square
Boll
Anchor Fell Number
Size
A
B
C
Description
OascAthkon
4"C
8-IiZ'
2-314"-4"
8­
ABSSS-40
A1318-0 PJ50004
4"B
8-112"
2-3,14-21"
8"
AB8684l3
AB30 -0 PJ50004
5"
10•' -12"
5.318'-4"
11••
AB SS-5
A836.0 PJ50010
6"
11" 13"
3-318 '-4"
12-112"
ABSSS-6
A836-0 PJ50011
fflk l�
tran comonents are wonted to the rest Alustromms hownral managing twoongurn beat dissitalifirric iii
W"
G -718
07 at
we learn, ushugationdand option (show In bold), Example: TFM I DOM RB TO LPI
Serb
Wattage oldrtwtioa
W01414 Inflibet
Mouldniq fttt#u
rIam, ulno,
fm: I
bt-4a 1 —,,, 1 Lee EEI
120 [jj��
Shipprelfroolflod L9 Diced I mia I I v d I I It k are
(blank) D,
Dark III tlarris
6
1:��D NO R, X 61
idei� (Al (cootant wattage
Sl Singlefuse 01M, 211,AAC"
DNA Nothiud included
5
709 R6 (3 X l)
140, Indicted
YK Ivis, IS tomblotteeJAM, AD 4 &45},1
alurnhourn I-Ap Lee
4 2',
loom
277 XHP High flertana,
areamog PE Photocell
DRI Nu ck lamp
XHP fliols-roxhisek
C Ck N T431 0 IM
WE Roberto
1, 1`
Maximum candea: Me
isom
347
lljhat�; . 1� (62 216-3 S10 cord powited
AD Sbeiblue
I -b
175141,4�
4W aftAw-
THATS Tennison- (42 214 -3 SIG cord invented
ISAR Maditaft
ff�]
uaari5lip- (42 2-14- A SE0 card Gasoline
pop Realistic
ffltl
97%xk=VA-1
hurt
buon,,e
Z
VRA, sure Stock leave
TIN s( WA Suess VIVA price
(2 3/9� 0D (22 112-3 S10 card invented
0
a
0
130,501,17T
Ignore (SA (SA(lelifient
D(A Chat (00 1 only
. . . . . . . . . . . . . .
...............
. . . . . . . . . . . . . .
90bHC
_�10
H C&I Note (Pififilell
am Eaton green
4 2 2 1 EI i 7 1 4
70P5I1'
DT6 Taunts given
loll Inicn it 14upiaxritlot
DN Slight Fre
Distance in Mounting Haight;
immuc,
0
1194
DSS Sandstone
Aiming Ana [a = 45
IYWIK
V U
DWH White
Mounting Height - loft.
rinthmeestae
soda nt'
0
WC, wifeimald
(11 Enhanced
V6 Vandaininsaid
0110slon
J: VW
35S.
leciseflor
01 1 Me level
See
Go If
(ITT Non stick
7OS'
(mission
Protective
oatingar
Ims
TV Upper wear%
CRT Non shot
70Se
None 9 XOP ii at'asoeewiffin(ye 7% 16,y orly
Np,,uI AX th S psi 1 0 Allull"tl!ewi"hl lihl, 5rAAHC;'ily
EY rtllvls
Protective
4 1;
5 pi If, p.,cis-oo. nl to I! WIc,-1 5a 7Cv, I 'orvy, Us
o cft,,tIpe(fl•(VVl crTi7.6c(AT•d4 14 FI eli x m in I t u wlInq III tiog, I% at da vs,, ,x
7 or-Oolel nnuril -op nvics, f 1': n, tor, 2771Y) li Irv­xur!2;,,, 271, 115 ` "Itp
sp ip, J, I? d, _34. C1 cck enkh -'al,
I, to! i se �' II .IY rY Li roI! xb 1p it fl Nq 17 huultoo5ptdftrl
OUTDOOR if " f4 It o
TFM Floodlight
TFM 150INCR8, (horizontal lamp), 15OW ceramic metal halide lamp, 14,000 rated humetustest no. 97020503P
Corrosion For; ISCALLUMINANCE PLOT (FC)
Mounting HaVI-4 = 70 A
1% b- . r ob. 4)4 �e" Cbratifi.trm;, unclassified (Typo i, Very Short), Full Cusco
TFM IWS RG, Iscertical lamp), 15OW high pressure sodium lamp, 16000 rated lumens, test no, 97060903.
Getammum
TA 17X0
Corrosion Plot
UM
une-Ifluminance Contour
(biank) Dark broke Lpl Lamp
2 'At" ri
50M,
Noma rose, 414 x 4V
6
Col (orroantoostuage
o' Singlefirte (120, 211.341V)"
DNA Nicturru included
Sao ot sm sold,, 57 H 70V
5
E
,Y417
is peel
Boom laffieloney lly%� 35.0%
4 2',
8
1411141'
Ln
0
217
XHP fliols-roxhisek
C Ck N T431 0 IM
n%
0
Maximum candea: Me
347
Ln
LL
Shipped o (62 216 ; S [0 cold poetlool
IsS Steel blue
I -b
175141,4�
W
4801
uaari5lip- (42 2-14- A SE0 card Gasoline
pop Realistic
ffltl
l- CD
(6amicrncCai
Lo
0 9
Z
VRA, sure Stock leave
(Into
C22 212-3 510 cord Frowned
(2,bg DID
buntle
0
a
0
ttk3
-
CIA (SACelfifird
. . . . . . . . . . . . . .
...............
. . . . . . . . . . . . . .
0
_�10
-611 _30 1 '90 o, so
Ld
4 2 2 1 EI i 7 1 4
Dole from (errifir(14
DT6 Taunts given
Degree
AMLIC
Distance in Mounting Haight;
=> tj� <
0
VarticIl Candlepeover
ROD Igitualled
Aiming Ana [a = 45
1004114C
Horizontal Can dlopoxorr
cD
Mounting Height - loft.
XMI/I I"VM ITYPE Vif
PROFESSOMAL Typen
CKrrDOOR
L#GHTING Model:
SPECIFICATION SHEET project
MODEL: 1447 - 120"Iso'serfes.- Bollards L Beaconz
71XTU?,E SPECIFIC4TIOUS:
Z,
7ssIsno,
12"
LISTED
Vir of F;ILL,5siLr I&Cx, fdonx Lighfillv fvu vu ff c,• fiyi It hu oudHy it rc dc'sics zcrrjdlba cur It out"fioy i ui fire fix kstc, 0 rutv"I arioru, 'I FU0 Ic-I IcIfific;U Kum
1625 So tveyor Avenue- - Son! Va Roy, CA V3063 - 1805) 52/-UYB/ • 1800) /66-VIS I A (8418)
FAX: (898) 670-VISTA (8478) - ennaflonvostapro.conn - ovskew.vistructio.com
rt" ONIIA for choose Had Hero, onto to e nothuct mium standard options (old"M in hold), Example, TFM I OOM RB T B LPI
0
jlFlBj
Getammum
TA 17X0
120
UM
Shuff! 11111allad in ft1dUm
(biank) Dark broke Lpl Lamp
E5
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Features & Specifications Job Name:
Material
Reflector hat is made from heavy gauge spun aluminum.
Yolk is heav%i die cast alum inUm Lens iar is clear
tempered glass.
Finish
Thermoset TGIC polyester powder coat paint. Underside
of reflector hat is white other surfaces are customer
selected color.
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Model
Voltage
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for Pnd-g
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2V35 Industry [)five., 'Valaincia, CA 91355
West Coast Sales: 800-325-44,B 0 fax [phone]
East Guest Sales: 866-350-0991 0 fax [phone]
WWWAilghtwayiFd.corn 0 s2lesQ)lightwayind.corn
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Specifications
Pole
Round, steel, seamless, Wall thickness - 14-gauge (.065")
Nominal dimensions
O.D. - 3.04"
1 D - 288"
Available in 8', 10', 12' and custom lengths
Flange Bases
114" steel plate with shots for anchor bolts
Round - 9" diameter (3 anchor bolt attachment)
Square - 9" square (4 anchor bolt attachment)
Dec oral iv Covers
Steel decorative covers attach to flange
base (round or square)
Anchor Bolt Set
Consists of hex nut, washer and anchor
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Catalog No. Type. El
Job Name:
WIN
Cary Project #: 12-SP-047
HTE #: 13-0672
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Direct
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bolts
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Optional Finishes
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for -pricing
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12 foot Lole round, 3 inch OD, steel with 9" square base
4
28435 industry Drive., Valencia, CA 9135-5
West Coast Sales: 800-325-4448 0 fax $00-323-2346
East Coast Sales: 866-350-0991 0 fax [phone]
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W--� � �MADE IN USA
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Cary Project #: 12-SP-047
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FIRST
Cary Project #: 12 -SP -047
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Approved by The Town of Cary
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FLOOR Planner : Date
ACCESSIBLE SUITE
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RATED FIRE WALL/FIRE BARRIER
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FIRST
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FLOOR Planner : Date
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LEGEND
SECOND
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
FLOOR Planner : Date
ACCESSIBLE SUITE
o
— TUB /SHOWER
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N
CONTROL POINT
z
RATED FIRE WALL/FIRE BARRIER
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SECOND
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FLOOR Planner : Date
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LEGEND
THIRD FLOOR Planner
Cary Project #: 12 -SP -047
HTE #: 13 -0672
Approved by The Town of Cary
Development Review Committee
Date
ACCESSIBLE SUITE
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