20140575 Ver 2_Site Plan_20141002

Strickland, Bev
From: Williams, Jamie <jwilliams @emht.com>
Sent: Wednesday, October 01, 2014 2:56 PM
To: Sullivan, Shelton
Cc: Johnson, Alan; Strickland, Bev; Smith, Wesley
Subject: RE: Davidson Retirement
folder called Buffer Authorization- 2014-09-11-Site Improvement Plans. If you should have any questions, concerns, or
need any further assistance please feel free to contact me.
Username: Davidson Retirement
Password: Lenity
FAST ACCESS METHOD:
1. Copy entire path = ftp: / /Davidson 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
Jamie Williams
Engineer Intern
EMH &T
Engineers, Surveyors, Planners, Scientists
301 McCullough Drive, Suite 109, Charlotte, NC 28262
v. 704.353.99581 [e-mail]
emht.com
From: Sullivan, Shelton [ mai Ito: shelton.suIlivan(a)ncdenr.gov]
Sent: Wednesday, October 01, 2014 2:23 PM
To: Williams, Jamie
Cc: Johnson, Alan; Strickland, Bev
Subject: RE: Davidson Retirement
Importance: High

We have the application to review. Please send the plans on CD, email or provide a ftp website so we can download and
put into our loserfiche database.
®*
Shelton Sullivan
4016- Buffer Permitting Unit
NCDENR I Division of Water Resources I Water Quality Permitting Section
1617 Mail Seivice Center, Raleigh, NC 27699 -1617
Phone: [phone] Fax: [phone]
Email: shelton.sullivan @ncdenr.gov
Website: http: / /portal.ncdenr.org /web /wq /swp /ws /webscape
E -mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties
m��„ i�llc�b�� a�oIl��o�Noa ~tI��: �:nvIl� ~��nnmcIl�t b�:V�oa ~a: pia ~fibntIlngt��IlSa:nm�bIln.
From: Williams, Jamie [mailto:jwilliamsCa)emht.com]
Sent: Thursday, September 11, 2014 8:31 AM
To: Johnson, Alan
Cc: Smith, Wesley
Subject: Davidson Retirement
Alan,
We are getting everything ready to submit to Raleigh for the Buffer Encroachment for Davidson Retirement, as seen on
the attached Exhibit. We are aware that there are some applications that need to be submitted with the plans as well
and were wondering if you could send me the applications or point me in the correct direction of the location of them.
Also is there a checklist /process that needs to be completed for the submittal, that way we are sending everything that
is needed? If you should have any questions or concerns please feel free to contact me.
Thanks
Jamie Williams
Engineer Intern
EMH &T
Engineers, Surveyors, Planners, Scientists
301 McCullough Drive, Suite 109, Charlotte, NC 28262
v. 704.353.99581 [e-mail]
emht.com

m
M
W4
r N
O N
N
N_
� N
mi
.E o
0; a.
oV
�N
ON
..
a I,
0
a.
J OF
a�
or
CD N
a�
N
N m
>N
;m
J F
m
0
U
0
o�
ox
Address:
PIN Number.
Existing Zoning:
Map Reference:
Total Site Area:
SITE DATA
805 Peninsula Drive
Davidson, NC 28036
00321120
Conditional
DB 24542/232
4.37 Ac
Ex. Impervious Area: 0.00 Ac
Allowed Impervious Area: 133,250 S.F. (3.05 Ac.) (709&)
Prop. Impervious Area:
Building and Sidewalks:
Parking Lots:
Total
Open Space Area:
Existing Use:
57,110 S.F.
44.844 S.F.
101,954 S.F. (2.34 Ac.) (5490
88,403 S.F. (2.03 Ac.) (4696)
Vacant
Proposed Use: Congregate Care
Prop. # of Units: 128 Units
Max. Building Height: 55 Ft.
Watershed District: Lake Norman, CA, Critical
Pollutant Removal Req'd: 8596 TSS
Peak Controls:
Parking Provided:
Inside City Limits:
Building Setbacks
As Noted
Provided by adjacent Lake
Norman
64 Parking Spaces
9 Compact Parking Spaces
6 Garage Spaces
3 Accessible
82 Parking Spaces
Yes
Estimated Project Completion: September 2016
T (T� ATTI
= Proposed Public Walkway at Existing Grade
= Proposed Sidewalk
BENCH MARKS
(NAVD 1988)
Street (East) Side Flange Bolt on Fire Hydrant on West side of Peninsula
BM #1 Drive located approximately 3.5 feet behind the back of curb and 88 Feet
from street terminus, opposite residence #779 Peninsula Drive.
Northing = 641863.6647 Easting = 1444770.2108
Elev. = 766.97
BM #2 Standard NC Brass Traverse Disk, stamped Star Drill 1974, set flush in
concrete wingwall on Southest side of overpass of 1 -77 & Griffith Street.
Northing = 643448.91 Easting = 1444676.61
Elev. = 807.41
BM #3 Top of Existing Sanitary Manhole located 27.5 feet East of the face of
curb of Peninsula Drive, in the complexes parking lot.
Northing = 641853.8538 Easting = 1444847.5958
Elev. = 762.31
CONDITIONS OF APPROVAL
1. The property will be developed substantially as shown on the site
plan.
2. Access shall be provided through the construction of a roundabout
at the current terminus of Peninsula Drive. The existing sidewalk shall
be extended onto the site and connect to a publicly accessible trail
along the perimeter of the property with several amenities along the
route as indicated on the site plan.
3. An area shall be identified on the plan to accommodate an
expansion of up to 20 additional parking spaces should the need arise,
as determined reasonably by the Planning Manager.
4. A number of tree save areas shall be identified on the plan along
the perimeter of the site and reasonable measure shall be taken to
protect and preserve the trees in the tree save area.
5. A number of water quality features as shown throughout the plan
to address storm water runoff shall be implemented. In addition, native
grasses recommended in the enhanced buffer plan (conducted as part
of the Southeast Quadrant Master Plan) will be planted to add further
filtration capability for the site, The Mecklenburg County Water Quality
office will play an integral role in reviewing the construction documents
for consistency with the Town's Watershed and Lake Buffer regulations.
The shoreline will also be stabilized per Duke Power requirements.
6. The point shall maintain a 50' buffer containing only a publicly
accessible trail.
7. As a requirement for the issuance of a building permit, the
developer shall make a $70,000 contribution to go toward a public art
and park improvements in the immediate area. The allocation of the
contribution shall be determined by the Town of Davidson Park and
Recreation Manager and the Town of Davidson Public Art Commission.
NOTE: See Sheet C1.1 for Conditional Site Plan.
CMUD Tracking Number
600 -13 -548
WATER LINES TO BE PERMITTED
Size (Inches)
Material
Length (LF)
6 "Fire
PVC
18
8" Fire
PVC
528
3" Domestic
PVC
14
4 "Domestic
PVC
406
Basin Details
C5.2 -05.4
Pre Tributary Plan
C6.0
Post Tributary Plan
C6.1
Total Length in Linear Feet
966
Issuing Project Permit Number Date
TOWN OF DAVIDSON, MECKLENBURG COUNTY,
NORTH CAROLINA
SITE IMPROVEMENT PLAN
FOR
DAVIDSON RETIREMENT
z
RESIDENCE
September 11, 2014
6R
INDEX MAP
Scale: V = 60'
GRAPHIC SCALE
0 30 60 120
1 inch = 60 feet
References
- North Carolina Department of Transportation, January 1, 1995 or
most recent edition, Standard Specifications for Road and Structures
- City of Charlotte Department of Transportation, June, 1995 or most
recent edition, Work Area Traffic Control Handbook WATCH
- City of Charlotte Storm Water Services - Mecklenburg County Storm
Water Services, July 8, 1993 or most recent edition,
Charlotte - Mecklenburg Storm Water Design Manual
- American Association of State Highway and Transportation Officials,
1990 or most recent edition, A Policy on Geometric Design of
Highways and Streets
- North Carolina Department of Transportation, Roadway
Design Manual
- North Carolina Department of Environment, Health, and Natural
Resources, September 1, 1988 or most recent edition, Erosion and
Sediment Control Planning and Design Manual
LOCATION MAP
No Scale
SHEET INDEX
Cover Sheet
C1.0
Conditional Site Plan
C1.1
Alta Survey
C1.2
Existing Conditions & Demolition Plan
C2.0
Erosion Control Phase 1
C3.0
Erosion Control Phase 2
C3.1
Site Plan
C4.0
Grading Plan
C5.0
Roof Drain Plan
C5.1
Basin Details
C5.2 -05.4
Pre Tributary Plan
C6.0
Post Tributary Plan
C6.1
Utility Plan
C7.0
Sanitary Profile
C7.1
Fire Apparatus Plan
C7.2
Buffer Encroachment Exhibit
C8.0
Site Details
C9.0 -C9.5
Landscape Plan
A1.3 -A1.6
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
ENGINEER
EMH &T
Wesley A. Smith, PM
301 McCullough Drive, Suite 109
Charlotte, NC 28262
Phone: (704)- 548 -0333
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"
CAR 0Z
` 1//1
�4
.� ......
4` •� x
EVAFir
••
�
• MECHWARTu
HAMBLETON &
aL
TILTON, INC. _
3;
No. F -1016 'A•wQv_,
L=
OF A•...
CMUD TRACKING NO. 600-13-548
+�
%��
N 0
U
z
0
z
0
H
a
x
v
w
A
w
H
A
x
x
H C N
co,
N
cm-i
a'UZn
~ • I
06 co
� o
r
N p U
d o 0
Ty M
a
L y
N • o LQ °D
v
�Vo4)
^
�mUai
C: c i C
0 0) 0
7 C O L
w w ch a
DATE
September 11, 2014
SCALE
As Noted
JOB NO.
2011 -0049
SHEET
C1.0
$
.o
s
.o
t
ZD
0
<
0
L=
00
o
N 0
U
v
in
a
o0
W
LU
N N
° � O
w o W
6 N O
w>
o M
N
LL
�QOLU
`�
O P;
O
� :7z
w
r
LU
N
O C O r\
a
> ° .o
H C N
co,
N
cm-i
a'UZn
~ • I
06 co
� o
r
N p U
d o 0
Ty M
a
L y
N • o LQ °D
v
�Vo4)
^
�mUai
C: c i C
0 0) 0
7 C O L
w w ch a
DATE
September 11, 2014
SCALE
As Noted
JOB NO.
2011 -0049
SHEET
C1.0
$
s
t
�
WH
0
3
o �
9
v
v
in
a
o0
W
01
w o W
w
U)
in
LL
O P;
O
w
r
g
a
=�
Q
'Re
M
�
A
z �
O
�
F�
A
H C N
co,
N
cm-i
a'UZn
~ • I
06 co
� o
r
N p U
d o 0
Ty M
a
L y
N • o LQ °D
v
�Vo4)
^
�mUai
C: c i C
0 0) 0
7 C O L
w w ch a
DATE
September 11, 2014
SCALE
As Noted
JOB NO.
2011 -0049
SHEET
C1.0
$
s
t
m
a
0
3
i
9
v
in
a
o0
01
�O
U)
in
LL
g
a
=�
Q
'Re
M
H C N
co,
N
cm-i
a'UZn
~ • I
06 co
� o
r
N p U
d o 0
Ty M
a
L y
N • o LQ °D
v
�Vo4)
^
�mUai
C: c i C
0 0) 0
7 C O L
w w ch a
DATE
September 11, 2014
SCALE
As Noted
JOB NO.
2011 -0049
SHEET
C1.0

m
�o
as
rn °
o�
a�
O N
� N
E?
oZ
3a
v�
r N
CN
'C
(L
v N
s
4J
(L o
a
O
a�
d U
�n
N
U)
-g 7
sN
U
c7
0
FL
ml
U) LU
o�
sx
A&IN Alk AM ARk
w
x
i
f #err
i
S
4
r
a
x
t �
%........ . ..... v
a
......... ......�.
}�Nr
�j
E,
1
i FWA
13,740
r
1111111111/ ///
CAROZ�'%
EVANS "s
MECHWART '
rc HAMBLETON &
_; TILTON, INC.
No. F -1016
: /C•'• v
Z
O
z
0
H
PLO
x
v
w
A
w
H
A
l� a
�0 ZD
0 (D
�z
w
wLU
Or-
co
�2
O
N 0
O U
O c2 >
' N N
W O
6 N O
c
uc mM
> O LL
O Q O w
L� Z
Lu > "2 111
Z p N r
O p
Zo
Q
�1
9540
*i
107194Z SQ.
FT.
.
13,740
r
1111111111/ ///
CAROZ�'%
EVANS "s
MECHWART '
rc HAMBLETON &
_; TILTON, INC.
No. F -1016
: /C•'• v
Z
O
z
0
H
PLO
x
v
w
A
w
H
A
l� a
�0 ZD
0 (D
�z
w
wLU
Or-
co
�2
O
N 0
O U
O c2 >
' N N
W O
6 N O
c
uc mM
> O LL
O Q O w
L� Z
Lu > "2 111
Z p N r
O p
Zo
4-
1_
a
v
a
W
a
s$
m
� 3
N 400
00
M
fn �
LL
0
_�
rM
oM
N
H N A
C oD M
�u
H
.i m
o6 aD
c o8`
L
N pU"
a o 0
O
T : M
o
L H m °D
U • O N
4) v°
vi N U
C c
orn�o
U w C cO O L
w a
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C1.1
�1
H
W '
o
��o
5z�
o
w
o�
fil
A
Z
�
v
A
4-
1_
a
v
a
W
a
s$
m
� 3
N 400
00
M
fn �
LL
0
_�
rM
oM
N
H N A
C oD M
�u
H
.i m
o6 aD
c o8`
L
N pU"
a o 0
O
T : M
o
L H m °D
U • O N
4) v°
vi N U
C c
orn�o
U w C cO O L
w a
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C1.1

fn
j.
C-4
O
C-4
04
O
Z
0
gal
te
E
C14
ON
IL I Li
0
IL
30
20
<0
Orl
of
7: N
C-4 C4
N m
?
ON
m
0 1:=
O
o..
7
0 x
C-4
I
0.
0.
Q;
Fi
Q�
N
N
a.
Z
L ALL DISTANCES ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF,
UNLESS OTHERWISE NOTED. UTILITY STATEMENT.
V1
2, FIELD DATE OF SURVEY. • DECEMBER, 2008. THE UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD TBM 0
SURVEY INFORMATION AND EXISTING DRAWINGS, THE SURVEYOR FN YD EAST BOLT \11
3. THE REAL ESTATE AS DESCRIBED ON THE PLAT DOES NOT MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL ELEV=766.97
CONSTITUTE AN ILLEGAL SUBDIVISION OF LAND UNDER APPLICABLE SUCH U77LI77ES IN THE AREA, EITHER IN SERVICE OF ABANDONED, LAKE NORMAN
COUNTY OR CITY ORDINANCES. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE U TILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CER77FY THAT THEY ARE LOCATED AS ACCURATELY AS
4. THE ZONING OF THE SUBJECT PROPERTY IS LPA (LAKESHORE
POSSIBLE FROM THE INFORMATION AVAILABLE. #4 REBAR .r' NA083(2007)
PLANNING AREA).
FOUND NORTHING., 641674.15
5, THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD EASTING: 1444548.40
AREA PER EEM.A. FLOOD INSURANCE RATE MAPS COMMUNITY PANEL NAD83(2007)
NORTHING. 641674.15
3710464400J, PRELIMINARILY EFFECTIVE OCTOBER 10, 2007. FASTING: 1444548.39
6. AREA CALCULA77ONS WERE COMPUTED USING THE COORDINATE WATER LINE
ASPHALT
METHOD.
7 IRON PINS AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. - -` t BOARDWALK CONDOMINIUMS PHASE 2
#4 REBA UIF 528 - 7
FOUND
8. NO STUMPHOLES OR BURIAL PITS WERE OBSERVED M7741N THE
SUBJECT PROPERTY.
#5 REBAR,,,,,- P.03.
5548 FOUND.,
9. NO ENCROACHMENTS EXIST
N 6 NOW OR FORMERLY
10. THERE IS PEDESTRIAN AND VEHICULAR INGRESS AND EGRESS TO --- --168,00- 00321147 •
THE PROPERTY BY PENINSULA DRIVE, A PUBLICLY DEDICATED a- N 7178 8 JEDK LLC
#5 DEBAR NAD83L2007 DB 13331 PG 111
FOUND
6417
ROADWAY. J NORTHING. 9703
EAS77NG, 1444724.22
ti
X,
f
CP
K t _0%
�
. . . . . ..... .....
>
Z I% #4 REBAR,
FOUND
WATER LINE
. . .... NAD83(2007
-- ---- - NORTHING: 641758.14
1EAS77NG. 1444769.54"'
00321120 VACANT LAND
NOW OR FORMERLY
% > SEQ LLC 4.373 ACRES
V
A,). DB 10279 PG 359 N
1, JAMES M. PEARSALL, A PROFESSIONAL LAND SURVEYOR REGISTERED IN
THE STATE OF NORTH CAROLINA, HEREBY CERTIFY TO HARVEST
DEVELOPMENT LLC.; CURRY ARCHITECTURE LLC; BLANCO, TACKABERY,
MATAMOROS, PA; SEQ, LLC; FIRST AMERICAN TITLE OF THE PIEDMONT; AND
FIRST AMERICAN TITLE INSURANCE COMPANY THAT THIS SURVEY MADE
UNDER MY SUPERVISION IN DECEMBER, 2008 CORRECTLY SHOWS (1) A FIXED
V
X, AND DETERMINABLE POS177ON AND LOCA77ON OF THE LAND LEGALLY
DESCRIBED HEREON (-PROPERTY"); (fl) THE RELATION OF THE BUILDINGS
AND OTHER STRUCTURES TO THE PROPERTY LINES, (M) THAT THERE ARE
)160 NO ENCROACHMENTS OF BUILDINGS, STRUCTURES OR IMPROVEMENTS
LOCATED ON THE PROPERTY ONTO ADJOINING LANDS, NOR ENCROACHMENTS
ONTO THE PROPERTY OF BUILDINGS, STRUCTURES, OR IMPROVEMENTS
LOCATED ON ADJOINING LANDS, EXCEPT AS SHOWN, NOTED ANLEAD ESCRIBED
3/4- IRON ON THIS SURVEY; (iv) THE LOCA77ON AND DIMENSIONS OF ALL SEMENTS,
PIPE FOUND ALLEYS, STREETS, ROADS, RIGHTS-OF-WAY BUILDING RESTRICTIONS AND
5. SET-BACK LINES AND OTHER MATTERS (WITH APPLICABLE INSTRUMENT,
z BOOK AND PAGE NUMBER INDICATED AS SHOWN); (y) THAT THE PROPERTY
i r HAS ACCESS TO DEDICATED PUBLIC STREETS ABUTTING THE PROPERTY AS
N, -164 SHOWN ON THIS PLAT; (v!) THAT, EXCEPT AS SHOWN, NO PART OF THE
PROPERTY LIES WITHIN ANY EXIS77NG FLOOD HAZARDS OR FLOOD PLAIN
#5 REBAR, - #4 REBAR AREA; AND (0) THAT THE PROPERTY DOES NOT CONTAIN ANY STRIPED
FOUND FOUND,/ PARKING SPACES,
THIS IS TO CER77FY THAT THIS MAP OR PLAT AND THE SURVEY ON W41CH
IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTAIACSM LAND TITLE SURVEYS,- JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, PURSUANT TO
THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN
REBAR'' EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER
FOUND., L__-- WA TER LINE CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR fi REGISTERED IN THE STATE NORTH CAROLINA, THE RELA71VE POS
ACCURACY OF THIS SURVEY OF DOES NOT EXCEED THAT WHICH IS SPECIFIED ITIONAL
510248 WATER LINE THEREIN.
LAKE NORMAN
X
_J
#4 REBAR
LAKE NORMAN
107 U FOUND
JAMES M. PEARSALL, PLS L-4650
— — — — — — — — — —
....... ..... 2
q 7110 w 71.6
LEGAL DESCRIPTION
4.373 Acres
Situated in the State of North Carolina, County of Mecklenburg, City of Davidson,
GRAPHIC SCALE
0 15 30 60
61%MI!IIIIIIIIIIII I --- I I
I inch = 30 feet
BASIS OF BEARINGS:
1�
CURRY ARCHITECTURE� SEQ, LLC
471 HIGH ST, SUITE 10 6100 FAIRVIEW RD SUITE 12
SALEM, OR 97301 CHARLOTTE, NC 28210
m
Date: JANUARY 21, 2009
WWII job NO: 2008-2289
...............
%%` %;o CAROZ
I 11 f
A R
% ...........
• %
4—
16J
#4 REBAR 10
CL
• MECHWART
HAMBLETON &
00
TILTON, INC.
<
No. F-101 6
^7V
BENCHMARK DESCRIPTION
OF
>
FOUND
LOT 11
LEGEND
'7
Z
o0
SCHEDULE 8 ITEMS FROM TITLE COMMITMENT FILE NO. 188011067 ISSUED BY FIRST AMERICAN TITLE
O
'4 �o -0
'a
LU'>
"00
M x rn
LT
M
m
Lu
urU)
z
OF THE PIEDMONT WITH AN EFFECTIVE DATE OF DECEMBER 18, 2008 AT 8:00 AM.
STAR DRILL., STANDARD NO BRASS TRAVERSE DISK, STAMPED
z 0
#A
L_
im
00321143
EASEMENT
9
SANITARY SEWER CLEAN OUT
4. EASEMENTS, SETBACK LINES AND ANY OTHER MATTERS SHOWN ON PLAT RECORDED IN PLAT BOOK
STAR DRILL 1974, SET FLUSH IN CONCRETE WINGWALL ON
Ap
NOW OR FORMERLY
GATEWAY HOLDINGS LLC
PIPE
0
36, PAGE 764, MECKLENBURG COUNTY REGISTRY, ARE LOCATED ON THE SUBJECT PARCEL AS SHOWN
SOUTHEAST SIDE OF OVERPASS OF 1 -77 & GRIFFITH STREET.
n
PB 34 PG 288
STORM
STORM DRAINAGE MANHOLE
HEREON.
ELEVATION: 8OZ41'
DB 22928 PC 80
SANITARY SEWER LINE
I"
CATCH BASIN
41
5. COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS CONTAINED THEREIN APPEARING OF
THM: STREET (EAST) SIDE FLANGE BOLT ON FIRE HYDRANT ON
#4 DEBAR
W—
WATER LINE
0
DROP INLET
RECORD IN BOOK 3846, PAGE 407 WHICH INCORPORATES RESTRICTION RECORDED IN BOOK 3562,
WEST SIDE OF PENINSULA DRIVE LOCATED APPROXIMATELY 3.5
FOUND
PAGE 541; BOOK 5931, PAGE 832; BOOK 5936, PAGE 409; BOOK 11338, PAGE 402; SUPPLEMENTED
IN BOOK 12981, PAGE 500 AND BOOK 13160, PAGE 984, AND AMENDED IN BOOK 13622, PAGE 671,
FEET BEHIND THE BACK OF CURB AND 88 FEET FROM STREET
TERMINUS, OPPOSITE RESIDENCE #779 PENINSULA DRIVE
1
—FENCE
LINE
E)
ELECTRIC TRANSFORMER
MECKLENBURG COUNTY REGISTRY, BUT OMIT77NG ANY COVENANT OR RESTRICTION BASED ON RACE
ELEVATION: 766.97'
Z
WALL
H
ELECTRIC PEDESTAL
COLOR, RELIGION, SEX, SEXUAL ORIENTATION, FAMILIAL STATUS, MARITAL STATUS, DISABILITY,
HANDICAP, NA 'TIONAL ORIGIN, ANCESTRY, OR SOURCE OF INCOME, AS SET FORTH IN APPLICABLE
0
#5 REBAR SET W/ CAP
FS1
SPRINKLER CONTROL BOX
STATE OR FEDERAL LAWS, EXCEPT TO THE EXTENT THAT SAID COVENANT OR RESTRICT70N IS
PERMITTED BY APPLICABLE LAW, ARE NOT LOCATED ON SUBJECT PARCEL.
I
X
X
NO POINT SET
10'
FIRE HYDRANT
6. EASEMENT IN FAVOR OF CITY OF CHARLOTTE RECORDED IN BOOK 10604, PAGE 853, MECKLENBURG
MAG NAIL FOUND
N
WATER VALVE
COUNTY REGISTRY, IS NOT LOCATED ON SUBJECT PARCEL.
Z EASEMENT AGREEMENT IN FAVOR OF DAVIDSON GATEWAY APARTMENTS, LLC RECORDED IN BOOK
BENCHMARK
LIGHT POLE
13675, PAGE 16, MECKLENBURG COUNTY REGISTRY, IS NOT LOCATED ON SUBJECT PARCEL.
8. EASEMENT(S) UP TO THE 770' CONTOUR LINE, TO DUKE POWER COMPANY BY DEED OF RECORD IN
X",
NCGS MONUMENT
SIGN
DEED BOOK 2437, PAGE 239 AND DEED BOOK 2252, PAGE 220, MECKLENBURG COUNTY REGISTRY IS
I C)rA ATP-f} t)N Q IP,tFr T P Pr` F! 144)U1T1XP TWF' YArT I � TIrIM P� AtnT PJ f),rTAPI F
F O 'A
/
SANITARY SEWER MANHOLE
PAINT MARKING
L ALL DISTANCES ARE IN U.S. SURVEY FEET AND DECIMALS THEREOF,
UNLESS OTHERWISE NOTED. UTILITY STATEMENT.
V1
2, FIELD DATE OF SURVEY. • DECEMBER, 2008. THE UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM FIELD TBM 0
SURVEY INFORMATION AND EXISTING DRAWINGS, THE SURVEYOR FN YD EAST BOLT \11
3. THE REAL ESTATE AS DESCRIBED ON THE PLAT DOES NOT MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL ELEV=766.97
CONSTITUTE AN ILLEGAL SUBDIVISION OF LAND UNDER APPLICABLE SUCH U77LI77ES IN THE AREA, EITHER IN SERVICE OF ABANDONED, LAKE NORMAN
COUNTY OR CITY ORDINANCES. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE U TILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CER77FY THAT THEY ARE LOCATED AS ACCURATELY AS
4. THE ZONING OF THE SUBJECT PROPERTY IS LPA (LAKESHORE
POSSIBLE FROM THE INFORMATION AVAILABLE. #4 REBAR .r' NA083(2007)
PLANNING AREA).
FOUND NORTHING., 641674.15
5, THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD EASTING: 1444548.40
AREA PER EEM.A. FLOOD INSURANCE RATE MAPS COMMUNITY PANEL NAD83(2007)
NORTHING. 641674.15
3710464400J, PRELIMINARILY EFFECTIVE OCTOBER 10, 2007. FASTING: 1444548.39
6. AREA CALCULA77ONS WERE COMPUTED USING THE COORDINATE WATER LINE
ASPHALT
METHOD.
7 IRON PINS AT ALL PROPERTY CORNERS UNLESS OTHERWISE NOTED. - -` t BOARDWALK CONDOMINIUMS PHASE 2
#4 REBA UIF 528 - 7
FOUND
8. NO STUMPHOLES OR BURIAL PITS WERE OBSERVED M7741N THE
SUBJECT PROPERTY.
#5 REBAR,,,,,- P.03.
5548 FOUND.,
9. NO ENCROACHMENTS EXIST
N 6 NOW OR FORMERLY
10. THERE IS PEDESTRIAN AND VEHICULAR INGRESS AND EGRESS TO --- --168,00- 00321147 •
THE PROPERTY BY PENINSULA DRIVE, A PUBLICLY DEDICATED a- N 7178 8 JEDK LLC
#5 DEBAR NAD83L2007 DB 13331 PG 111
FOUND
6417
ROADWAY. J NORTHING. 9703
EAS77NG, 1444724.22
ti
X,
f
CP
K t _0%
�
. . . . . ..... .....
>
Z I% #4 REBAR,
FOUND
WATER LINE
. . .... NAD83(2007
-- ---- - NORTHING: 641758.14
1EAS77NG. 1444769.54"'
00321120 VACANT LAND
NOW OR FORMERLY
% > SEQ LLC 4.373 ACRES
V
A,). DB 10279 PG 359 N
1, JAMES M. PEARSALL, A PROFESSIONAL LAND SURVEYOR REGISTERED IN
THE STATE OF NORTH CAROLINA, HEREBY CERTIFY TO HARVEST
DEVELOPMENT LLC.; CURRY ARCHITECTURE LLC; BLANCO, TACKABERY,
MATAMOROS, PA; SEQ, LLC; FIRST AMERICAN TITLE OF THE PIEDMONT; AND
FIRST AMERICAN TITLE INSURANCE COMPANY THAT THIS SURVEY MADE
UNDER MY SUPERVISION IN DECEMBER, 2008 CORRECTLY SHOWS (1) A FIXED
V
X, AND DETERMINABLE POS177ON AND LOCA77ON OF THE LAND LEGALLY
DESCRIBED HEREON (-PROPERTY"); (fl) THE RELATION OF THE BUILDINGS
AND OTHER STRUCTURES TO THE PROPERTY LINES, (M) THAT THERE ARE
)160 NO ENCROACHMENTS OF BUILDINGS, STRUCTURES OR IMPROVEMENTS
LOCATED ON THE PROPERTY ONTO ADJOINING LANDS, NOR ENCROACHMENTS
ONTO THE PROPERTY OF BUILDINGS, STRUCTURES, OR IMPROVEMENTS
LOCATED ON ADJOINING LANDS, EXCEPT AS SHOWN, NOTED ANLEAD ESCRIBED
3/4- IRON ON THIS SURVEY; (iv) THE LOCA77ON AND DIMENSIONS OF ALL SEMENTS,
PIPE FOUND ALLEYS, STREETS, ROADS, RIGHTS-OF-WAY BUILDING RESTRICTIONS AND
5. SET-BACK LINES AND OTHER MATTERS (WITH APPLICABLE INSTRUMENT,
z BOOK AND PAGE NUMBER INDICATED AS SHOWN); (y) THAT THE PROPERTY
i r HAS ACCESS TO DEDICATED PUBLIC STREETS ABUTTING THE PROPERTY AS
N, -164 SHOWN ON THIS PLAT; (v!) THAT, EXCEPT AS SHOWN, NO PART OF THE
PROPERTY LIES WITHIN ANY EXIS77NG FLOOD HAZARDS OR FLOOD PLAIN
#5 REBAR, - #4 REBAR AREA; AND (0) THAT THE PROPERTY DOES NOT CONTAIN ANY STRIPED
FOUND FOUND,/ PARKING SPACES,
THIS IS TO CER77FY THAT THIS MAP OR PLAT AND THE SURVEY ON W41CH
IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTAIACSM LAND TITLE SURVEYS,- JOINTLY
ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2005, PURSUANT TO
THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN
REBAR'' EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER
FOUND., L__-- WA TER LINE CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR fi REGISTERED IN THE STATE NORTH CAROLINA, THE RELA71VE POS
ACCURACY OF THIS SURVEY OF DOES NOT EXCEED THAT WHICH IS SPECIFIED ITIONAL
510248 WATER LINE THEREIN.
LAKE NORMAN
X
_J
#4 REBAR
LAKE NORMAN
107 U FOUND
JAMES M. PEARSALL, PLS L-4650
— — — — — — — — — —
....... ..... 2
q 7110 w 71.6
LEGAL DESCRIPTION
4.373 Acres
Situated in the State of North Carolina, County of Mecklenburg, City of Davidson,
GRAPHIC SCALE
0 15 30 60
61%MI!IIIIIIIIIIII I --- I I
I inch = 30 feet
BASIS OF BEARINGS:
1�
CURRY ARCHITECTURE� SEQ, LLC
471 HIGH ST, SUITE 10 6100 FAIRVIEW RD SUITE 12
SALEM, OR 97301 CHARLOTTE, NC 28210
m
Date: JANUARY 21, 2009
WWII job NO: 2008-2289
...............
%%` %;o CAROZ
I 11 f
A R
% ...........
• %
4—
16J
EVAN S
CL
• MECHWART
HAMBLETON &
00
TILTON, INC.
<
No. F-101 6
^7V
e
OF
>
%
yi q,
C'4 0c)
I IV
C 00 A
Z r­t
00
00
o6 • OD
i6
66
2
0': 0
E "_
ai
Ty Ce)
t: CS
Z) �c c6
U =0) Lq
CD
U
U
C: 9:E
C3 0)
> c E;
w w R (L
DATE
September 11, 2014
SCALE
None
JOB NO.
2011-0049
SHEET
C1.2
q
4—
16J
O Qt
CL
16J
00
0
<
0
e
C (D
>
0
Lo U
W � W � ^
'7
Z
o0
LU
O
'4 �o -0
'a
LU'>
"00
M x rn
LT
M
m
Lu
urU)
z
W
LLj "2 Lr)
z 0
#A
L_
im
C') > C, _�o
C'4 0c)
I IV
C 00 A
Z r­t
00
00
o6 • OD
i6
66
2
0': 0
E "_
ai
Ty Ce)
t: CS
Z) �c c6
U =0) Lq
CD
U
U
C: 9:E
C3 0)
> c E;
w w R (L
DATE
September 11, 2014
SCALE
None
JOB NO.
2011-0049
SHEET
C1.2
q
4—
16J
O Qt
CL
16J
C
0
e
W � W � ^
Ln
40
I �
o0
O
00
M
urU)
Ln
IL
W
#A
L_
im
0
p
X
o
C'4 0c)
I IV
C 00 A
Z r­t
00
00
o6 • OD
i6
66
2
0': 0
E "_
ai
Ty Ce)
t: CS
Z) �c c6
U =0) Lq
CD
U
U
C: 9:E
C3 0)
> c E;
w w R (L
DATE
September 11, 2014
SCALE
None
JOB NO.
2011-0049
SHEET
C1.2
q
4—
16J
CL
16J
C
0
e
Ln
40
a
o0
O
00
M
urU)
Ln
IL
W
#A
L_
im
0
p
X
C'4 0c)
I IV
C 00 A
Z r­t
00
00
o6 • OD
i6
66
2
0': 0
E "_
ai
Ty Ce)
t: CS
Z) �c c6
U =0) Lq
CD
U
U
C: 9:E
C3 0)
> c E;
w w R (L
DATE
September 11, 2014
SCALE
None
JOB NO.
2011-0049
SHEET
C1.2

W:
N O
�N
N �[
"Q
a, O
a
mm
E t=
to
M
0;4
EN
3N
TN
m N
4 O
CN
EL` .
z
I
J z
0 (L
al
O U
O
N n
a N
07 7
C-4
N
>
o�
� N
m m
I
ON
R N
o
O N
v�
0
c�l
i+ N
� N
c�
o�
U
U..
0 X
41%
Ex. 18" / : / /q� / / Ex. Building
Stm , ',
iSt/m / /8• / Ex. Stm \
,'Caton Basin / / S� / Catch /
qn / Basin \
Prop. Bounda ; Ex! 40,r
4f
All / % Ex. San < \
s' I,' Ex. San MHO / , /
' ' Ex. San MH
Prop. Boundo Ex. z oW
/ off Vial
i � �' _ �'_ Ex. Water Edge J ----------------
Elev. = 757.18--------- --
-- _- - - -- - -' - -- ----------------- ------------------- -
--- - - - - --
Lake Cornelius
LEGEND
— —31 30— —
Existing Contours
— —sw— —
Existing Storm Sewer
— —SAN— —
Existing Sanitary Sewer
wM
Existing Water Main
ED
Existing Curb & Gutter Inlet
o
Existing Storm Manhole
11
Existing Storm Catch Basin
Existing Sanitary Manhole
A
Existing Hydrant
$
Existing Water Valve
W❑
Existing Water Meter
#
Existing Light Pole
MR)
To Be Removed
MRL)
To Be Relocated
®
Ex. Curb to be Removed
®
Ex. Pavement To Be Removed
Ex. Trees To Be Removed
LU
Ex. Trees to be Saved
a
Ex. Trees to be Removed
GENERAL NOTES
1. Boundary and topographic survey performed by EMH &T, dated January 21, 2009.
2. Tree survey performed by EMH &T, dated December, 2008.
3. Contractor shall remove all existing trees, concrete, asphalt and other existing structures indicated on
Plan. Contractor shall dispose of all debris to an approved (legal) off —site location.
4. Protect adjacent curbs, trees, buildings, utilities and other items to remain from damage. Contractor shall
be responsible for repair and /or payment of any damaged item that are to remain.
5. Contractor shall verify location of all existing underground utilities prior to beginning work, both public and
private. Contractor is fully responsible for all underground utilities and shall repair any damage as a
result of this contract.
6. Surveyor shall report any encroachments or discrepancies generated on this Clearing Plan immediately to
Engineer for clarifications.
7. Surveyor shall verify closure and accuracy of curve data prior to commencement of field staking.
8. Clearing Limits shown on this Plan indicates wooded area to be removed, Due to a lack of individual tree
survey, tree save areas are shown in masses. Contractor shall make every effort to save any specimen
trees near clearing limits.
9. Contractor shall make every effort to save additional trees wherever possible.
10. No soil disturbance or compaction, construction materials, traffic, burial pits, trenching or other land
disturbing activity allowed in the tree save area.
11. Clearing limits on the Plan indicate the extent of all major clearing required, contractor is also
responsible for any incidental clearing required for minor discrepancies in grade, utility installations,
erosion control measures, etc.
12. Contractor shall coordinate utility removal and relocations with all private utility companies.
13. Contractor shall coordinate obtaining all necessary demolition permits from Mecklenburg County as
necessary.
14. All Work to be Accomplished in Strict Accordance with all Local Ordinances, City and State.
15. Within the Subject Property, the Intent is to Have a Clean, Clear Site, Free of All Existing Items Noted to
be Removed in Order to Permit the Construction of the New Project.
16. Remove All Utilities to Existing Structures Whether Shown or Not. Cut and Cap All Underground Lines at
the Property Line Unless Otherwise Noted. Contact All Utility Companies Prior to Disconnection or
Demolition.
17. For All Items to be Removed — Remove Not Only the Above Ground Elements, Include All Underground
Elements as Well, Including, But Not Necessarily Limited to: Foundations, Gravel Fills, tree Roots, Old Pipe,
Etc.
18. Backfill All Excavations Resulting from the Demolition Work to Meet the Requirements for Fill Determined
by a Site Soils Engineer.
19. No demolition prior to pre construction meeting. Demolition prior to pre construction meeting and grading
permit will be subject to immediate civil penalties.
20. 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.
21. All construction shall conform to Mecklenburg County and NCDOT Standards and specifications.
22. Existing tree coverage to be cleared onsite as shown.
TREE SAVE NOTES
1. Contractor to refer to all sheets in this plan set to determine if additional trees may be saved near the
boundary limit shown on this plan.
2. Contractor shall make every effort to save additional trees wherever possible.
z
O
z
O
H
x
v
w
A
w
H
A
x
x
H N
C oD A
a U z n
H
000 0
CD
O
O c t
r
N pU"
a o 0
O
� TN M
OZ�o
L H mm
• � N
�U
vi N U
C C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1 " =30'
1111] 130118
`````��7111CA////�' h \\',(;A A R04"111 2011 -0049
GRAPHIC SCALE ��N•••••••��
0 15 30 60 • MECHWARTj : • HAMBLETON & - u SHEET
TILTON, INC.
No. F -1016 .�^V = 9
1 inch = 30 feet C •• , I I C2.0
.o
5
.o
t
v
00
�40
L
a
�
m
3
O V
00
N 0
o U
40
a
o0
W
N N
O
zzZ
M N O
w
00 M
n/
LL
o ¢ O w
�
-Z
>�
w "' Lr1
LU
N
O C O
a
o >°�o
H N
C oD A
a U z n
H
000 0
CD
O
O c t
r
N pU"
a o 0
O
� TN M
OZ�o
L H mm
• � N
�U
vi N U
C C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1 " =30'
1111] 130118
`````��7111CA////�' h \\',(;A A R04"111 2011 -0049
GRAPHIC SCALE ��N•••••••��
0 15 30 60 • MECHWARTj : • HAMBLETON & - u SHEET
TILTON, INC.
No. F -1016 .�^V = 9
1 inch = 30 feet C •• , I I C2.0
1
5
CL
t
v
a
c
L
a
�
m
3
� Z
Z
O
40
a
o0
00
zzZ
~
in
M
w
WaW�w
w
�
v
•
O
a
=�
Q
15
M
U
o H
O
�
�
A
W
H N
C oD A
a U z n
H
000 0
CD
O
O c t
r
N pU"
a o 0
O
� TN M
OZ�o
L H mm
• � N
�U
vi N U
C C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1 " =30'
1111] 130118
`````��7111CA////�' h \\',(;A A R04"111 2011 -0049
GRAPHIC SCALE ��N•••••••��
0 15 30 60 • MECHWARTj : • HAMBLETON & - u SHEET
TILTON, INC.
No. F -1016 .�^V = 9
1 inch = 30 feet C •• , I I C2.0
1
5
CL
t
v
c
L
a
�
m
3
V
40
a
o0
00
in
M
U)
in
IL
W
=
•
O
a
=�
Q
15
M
H N
C oD A
a U z n
H
000 0
CD
O
O c t
r
N pU"
a o 0
O
� TN M
OZ�o
L H mm
• � N
�U
vi N U
C C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1 " =30'
1111] 130118
`````��7111CA////�' h \\',(;A A R04"111 2011 -0049
GRAPHIC SCALE ��N•••••••��
0 15 30 60 • MECHWARTj : • HAMBLETON & - u SHEET
TILTON, INC.
No. F -1016 .�^V = 9
1 inch = 30 feet C •• , I I C2.0

0
,N
Y
�!g
6.0
m
aP
N
E N
3?
0
cV
I
_r�
a_ N
so
Q N
N w
OI
6; O
a
*2
ON
= m
ml
fA U
�' N
J N �
V N
0m
a
an
ON
U
a o-
vi
_ c1
of li
W
o..
o x
i_
LEGEND
- - - - - -- 660 - 659- - - - - --
Existing Contours
660 659
Proposed Contours
Basin Volumes
Property Line
Square Footage (ft2)
SF
Proposed Silt Fence
1,316 610
(See Detail on Sheet C9.2)
1,122
Temporary Diversion Channel
755 589
759.10
(See Detail on Sheet C9.3)
Volume of Basin = 2,138 ft3 Total 2,138
Tributary Area for Sediment Basin
Detained < Volume of Basin
Limits of Disturbance
'
Check Dam
(
(See Detail on Sheet C9.2)
FG= 761.00
Silt Fence Outlet
(See Detail on Sheet C9.2)
�� - / �� MATCHLINE - SEE THIS SHEET Proposed Area of Disturbance, Phase 1 - 4.03 Acres
- - - - -
�� �/ // -� ENHANCED EROSION CONTROL NOTES EROSION CONTROL NOTES
of /'.
3� r/ ��
�,
- - �/ /I, / \ sq,1, 1. Surface water draw down devices (risers or skimmers) shall be installed in all sediment basins. 1. All "Std." (MOLDS) numbers refer to the Mecklenburg County Land Development Standards Manual.
/p
\ /"� Foreba s shall be used in conjunction with all sediment basins. Rock foreba embankments may be 2. On -site burial its require an on -site demolition landfill permit from the Zoning Administrator.
���_ i / / \ Y J Y Y P q P 9 4f , -j / A V used in lieu of porous baffles. 3. Any grading beyond the denuded limits shown on the plan is a violation of the County Erosion
\ / \ 2. Polyacrylamides (PAM) shall be used to reduce turbidity and suspended solids whenever a sediment Control Ordinance and is subject to a fine.
/ �V # / trop, basin, pit, hole, or building foundation is being pumped out to remove sediment laden water. 4. Grading more than one acre without an approved Erosion Control Plan is a violation of the County
4f / PAM is not required when any of the above is being pumped to an approved sediment basin on Erosion Control Ordinance and is subject to a fine.
F •;`I , / O `' /'i' site. This activity must be inspected and approved by the Mecklenburg County erosion control 5. All perimeter areas and slopes greater than 3:1 shall be stabilized within 7 days. Ground
- * / �. Z /,/ '�� / � �„ - � // inspector. stabilization on all other areas must be completed within 14 days. Refer to the Erosion Control
<L , ,/ / I / '- ( 3. Double silt fence shall be used along wetlands, streams, lakes, or other surface water bodies as Ordinance for additional requirements.
_ ! %� / I / ^ \ a_ / well as adjacent to all S.W.I.M. or other Water Quality Buffers. High hazard silt fence with wire 6. Additional measures to control erosion and sediment may be required by a representative of the
,� 1 / / i " `' backin and washed stone will be installed as determined necessa b the Coun En ineer or field County.
/ 9 rY Y tY 9 Y
i� 1 / �� / / \ \ inspector. 7. A grading plan must be submitted for any lot grading exceeding one acre that was not previously
�'`� ; 4f% / Q �� / / � / � �� �' / 4. The amount of uncovered area at any one time shall be limited to no more than 20 acres, unless approved.
ti ,
/ / i / / / Ex. Stm approved by the County Engineering. 8. Temporary driveway permit for construction entrances in NCDOT right of way must be presented at
;'��) / catch Basin
; / / / �, / / ' , 5. A 10 -foot undisturbed buffer shall be provided around the outside edge of drainage features such pre- construction meeting.
/ , . / / as intermittent and perennial streams, ponds, and wetlands. Incidential drainage improvements or 9. All embankments must be constructed per Section 4.0.6 Embankment Requirements in the BMP
/ ,� / /#0 / / / / X. 18" / repairs will be permitted within the buffer as approved by county staff. Design Manual. ff, 4f' /' , / / i \ Stm 4 6. Installation of temporary round cover or seeding must be performed within five 5 working days 10. Slopes shall be graded no steeper than 2:1. Slopes greater than 10 feet require adequate terracing
/ i/ / / �8 P ry9 9 P () 9 Y
/ / , \ /' s or slope drains installed after fill slopes are brought up to height. (MCLDSM #30.16). Soils engineer to verify stability of slopes greater than 2:1.
t
%iv;; �;'1' ,� / / ) Ex. San MHO ' / O c �'� 7. Permanent terraces shall be installed on 2:1 or steeper slopes over 10 feet in height to reduce 11. Soil compaction tests are required on any berm >= 5' in height from the natural grade. Soil
Y\
j / (, /` , / I / / / / � Prop. Bounda Ex. F / JS �� runoff velocity coming down the slopes. compaction must be at 95X proctor and certified by a licensed soil engineer.
/ / / , / / / Gj �, ) / 12. Contractor to minimize impacts to existing trees where possible. Contractor to note that there is a
14f V' 11 ,'' / / /,,� /� / / �/� , ,1 / / / / 30' offset from the 760 contour, as shown on the Site Plan. The buffer shall be substantially
1�/ / / / / / � � Ex. Building \ /j/ j / /�� / Ex. San S / undisturbed (other than shown on these plans) except that the developer shall have the right to
' - - - - - - Q Ex• son MH r / I preserve and maintain the buffer in a manner consistent with the North Carolina Division of Water ll %' ; ,
,,,' • ,' Ex. San MH \ \, _ L Quality regulation and the Watershed Buffer Management guidelines set forth by LUESA and NCDWQ.
MATCHLINE - SEE THIS SHEET ,�� ,'' Ex. 2„ 6law 4 / ,, -1
/ / f, ' / 13. See Erosion Control Details on sheets C9.0 -C9.5.
' off Valve � , 1/ / 14. This project is locate in the Lake Norman watershed.
�� ��/ (Te J // , �,` '� / 15. Streets in front of the project shall be kept clean at all times or wash station will be required.
/ / /
;� - / PHASE 1 CONSTRUCTION SEQUENCE
, rop. Boundary / ''' i _
FG= 761.00 f f / / /�1��', " /
`'� ' - --764_, /,� �, 'Y/ / / / 1. Obtain Grading /Erosion Control Plan approval from the Mecklenburg County LUESA.
PrpopnCht ck ,,'�� � -� // ,'," ,' / 2. Set up an on -site pre- construction conference with the following departments: (The territory for
(YP) ,' / , 't \ ( I / I I inspectors is listed below): LUESA Erosion Control Inspector, Land Development Inspector and Zoning /ll I„ 5 _ / / _ J / Inspector. Failure to schedule such conference 48 hours prior to any land disturbing activity is
/ �� subject to fine.
**� ` II 3. Install silt fence, inlet protection, sediment traps, diversion ditches, tree protection, and other
d 762 / measures as shown on plans, clearing only as necessary to install these devices.
4. Call for on -site inspection b Inspector. When approved, Inspector issues the Grading Permit and
_' // Ex. Building P Y P PP P 9
'' / -� clearing and grubbing may begin.
% 762.02 �� �� / / IF - -
High Hazard TW= 762.00 761 00'� _ �, Is ur once
Silt Fence FG= 762.00 �� Prop.6" 764.0 MAINTENANCE PLAN
�� _ Outlet " Slope~ ' �'
- - -- - -♦ 1. All erosion and sediment control practices will be checked for stability and operation following every
Limits of _- Zone Drain f ' s6 runoff producing rainfall but in no case less than once every week. Any needed repairs will a made
Disturbance _- _ - 280
O � _�
Lake Cornelius - -- ' c,� - SF - immediately to maintain all practices as designed.
_ __ -, ' h ro . Boundary ,
- � ;,r _P ry 2. Sediment will be removed from behind the silt fence when is becomes about 0.5 deep at the fence.
- -- Inlet =
�r
- - - - -- maintain a barrier.
��:,:
- Zone 2p ,' >; _ 3. CleanoutfSed ment Basinsawhen °on-half afullto
< - -- - 280 . 0, , �'`
--
761.00 r 10
' -;, -
` - - 762 SF.,
' i - - Inlet ; I �► NARRATIVE:
L 11
,; ♦ Inlet Zone SKIMMER ,v ,, , -'' T . ,1 retirement residence, drainage and
Prop. Bounds , ♦ ♦ The purpose of this project is to construct a 120 unit, four story retire e
l- ,> -- ♦ Zone 280 SEDIMENT
_ ��s, .
?

/ Proposed Area of Disturbance Total - 4.03 Acres
MATCHLINE -SEE THIS SHEET '
/ A Prop.
5Sidewalk
�
'
\ 4f
All /
/
If
GRAPHIC SCALE
' r 0 15 30 60 ;r 41f CT�
" 41t Off` C,p$�
4f' 1 inch = 30 feet
/• �Gi / / / / a , / / /\ Ex. Building
ee
1 /
Pro Bounds
P
��• / /` / / Ex. Building
EROSION CONTROL NOTES
1. All "Std." (MCLDS) numbers refer to the Mecklenburg County Land Development Standards Manual.
2. On -site burial pits require an on -site demolition landfill permit from the Zoning Administrator.
3. Any grading beyond the denuded limits shown on the plan is a violation of the County Erosion
Control Ordinance and is subject to a fine.
4. Grading more than one acre without an approved Erosion Control Plan is a violation of the County
Erosion Control Ordinance and is subject to a fine.
5. All perimeter areas and slopes greater than 3:1 shall be stabilized within 7 days. Ground
stabilization on all other areas must be completed within 14 days. Refer to the Erosion Control
Ordinance for additional requirements.
6. Additional measures to control erosion and sediment may be required by a representative of the
County.
7. A grading plan must be submitted for any lot grading exceeding one acre that was not previously
approved.
8. Temporary driveway permit for construction entrances in NCDOT right of way must be presented at
pre- construction meeting.
9. All embankments must be constructed per Section 4.0.6 Embankment Requirements in the BMP
Design Manual.
10. Slopes shall be graded no steeper than 2:1. Slopes greater than 10 feet require adequate terracing
(MCLDSM #30.16). Soils engineer to verify stability of slopes greater than 2:1.
11. Soil compaction tests are required on any berm >= 5' in height from the natural grade. Soil
compaction must be at 95% proctor and certified by a licensed soil engineer.
12. Contractor to minimize impacts to existing trees where possible. Contractor to note that there is a
30' offset from the 760 contour, as shown on the Site Plan. The buffer shall be substantially
undisturbed (other than shown on these plans) except that the developer shall have the right to
preserve and maintain the buffer in a manner consistent with the North Carolina Division of Water
Quality regulation and the Watershed Buffer Management guidelines set forth by LUESA and NCDWQ.
a; 13. See Erosion Control Details on sheets C9.0 -C9.5.
CEMPORARY SEDIMENT BASINS i
Pro � / � / / �; ,' ". ' ,� � � / f ,., � / / � 14. This project is locate in the Lake Norman watershed.
ediment Basin #1 P'' / ,: / // / / , `r ,; % / / 15. Streets in front of the project shall be kept clean at all times or wash station will be required.
5'Sidewalk / / / f /
irainage Area = Volume ac / / - MAINTENANCE PLAN:
.equired Storage Volume (0.37 ac *1,800 cf) = 666 cf �''� ' ,� / /
rovided Storage Volume = 3,877 cf a // / / %'f�% FESS '' ,764 , / / / / 1. All erosion and sediment control practices will be checked for stability and operation following eve
0- r Q = 2.08 cfs i ,% • / / / / j i� #r i / P Y P 9 rY
y runoff producing rainfall but in no case less than once every week. Any needed repairs will be made
= - - - - - - - - - - - - %' `' " immediately to maintain all practices as designed.
;equired Surface Area (2.08 cfs *325 sf) 676 sf
'rovided Surface Area at Dewatering Volume Elev. = 1,721 sf / /
" " MATCHLINE - SEE THIS SHEET /� �, ,',- I 2. Sediment will be removed from behind the silt fence when is becomes about 0.5' deep at the fence.
lewatering Orifice = 1.5 Faircloth Skimmer (0.75 orifice) '• ro
� , N
to / / The silt fence will be repaired as necessary to maintain a barrier.
ediment Basin #2 1 , - " // / Ex. Building II 3. Cleanout Sediment Basins/Traps when one -half full.
irainage Area = 1.03 ac /
;equired Storage Volume (1.03 ac *1,800 cf) = 1,854 cf !'
rovided Storage Volume = 13,367 cf ♦ / "� /
0 -yr Q = 5.96 cfs �'' ♦ �� / /
,/ I
ARRATIVE:
le purpose of this project is to construct a 120 unit, four story retirement residence, drainage and
ility structures. Approximately 3.89 acres of the site will be disturbed.
;equired Surface Area (5.96 cfs *325 sf) = 1,937 sf
'rovided Surface Area at Dewatering Volume Elev. = 4,445 sf
Volume To Be
6
Detained = (0.37 Ac)(1800
cu.ft /Ac) = 666 cu.ft.
Elevation
Basin Volumes
Volume (ft3)
Elevation
I
lewatering Orifice = 1.5" Faircloth Skimmer (1" orifice)
' •:
/
763.10
/
1,619
762.10
•
"
♦�„ '
761.10
�
Ipediment
ENHANCED EROSION CONTROL NOTES
760.10
Basin #3
volume To Be
Volume of Basin = 3,877 ft3
,�
_
Detained < Volume of Basin
666 cu.ft.
irainage Area = 0.22 ac
� ,`
1. Surface water draw down devices (risers
;equired Storage Volume (0.22 ac *1,800 cf) = 396 cf
or skimmers) shall be installed in all
=
rovided Storage Volume 3,494 cf
.
HW5
\ ♦,
��
sediment basins. Forebays shall be used
in basins.
0 -yr Q = 1.24 cfs!
;equired Surface Area *325 403
��
�✓ ••
♦ --
r
, -�
conjunction with all sediment
Rock forebay embankments may be
(1.24 cfs sf) = sf
' 'ddSrf A 4. r% t VI EI - 1459 f
! '' •y
•' ,
used in lieu of porous baffles.
PHASE #2 - BASIN #1
I e u ace rea a " ewa Bring o ume ev.. s Lake �� 767 I 2. Polyacrylamides (PAM) shall be used to
lewatering Orifice = 1.5 Faircloth Skimmer (0.50 orifice) Cornelius / - ♦ ' 1
Prop. Double Row Construction �- reduce turbidity and suspended solids
High Hazard ;" 8 66- Entrance \ Limits of whenever a sediment trap, basin, pit,
ediment Basin #4 g Pro 1.5" ♦ ' Disturbance hole, or building foundation is being
irainage Area = 0.58 as Silt Fence P ♦, pumped out to remove sediment laden
Skimmer
;equired Storage Volume (0.58 ac *1,800 cf) = 1,044 cf �� . - water. PAM is not required when any of
'rovided Storage Volume = 7,531 cf ,, _ f ♦; the above is being pumped to an
0 -yr Q = 3.26 cfs -�' e ; approved sediment basin on site. This
;equired Surface Area (3.26 cfs *325 sf) = 1,060 sf - <
activity inspected approved
'rovided Surface Area at Dewatering Volume Elev. = 2,606 sf y ;: - ♦ by urg County erosion
• •'• ' • Mecklenburg
- - �� ;; �� _- co trol inspector.
rifice = 1.5" Faircloth Skimmer 0.75" orifice � '
9 ( ) Limits of _ -- 0 _
Disturbance - ��• 60 •�` �- 3. D uble silt fence shall be used along
pediment Basin #5 _ HYY6 7 1 10' ; 6 0 ♦ etlands, streams, lakes, or other
irainage Area = 0.44 ac Prop. Bounds 761.10 +' •.. �•, surface water bodies as well as
;equired Storage Volume (0.44 ac *1,800 cf) = 792 cf
adjacent to all S.W.I.M. or other Water
I
Area To Sediment Basin = 0.37 Ac.
Volume To Be
Volume To Be
Detained = (0.37 Ac)(1800
cu.ft /Ac) = 666 cu.ft.
Elevation
Basin Volumes
Volume (ft3)
Elevation
Square Footage (W)
762.16
Volume (ft3)
763.10
1,721
1,619
762.10
1,516
1,319
761.10
1,122
939
760.10
755
volume To Be
Volume of Basin = 3,877 ft3
Total 3,877
Volume To Be
Detained < Volume of Basin
666 cu.ft.
< 3,877 cu.ft.
- -- y L• ♦ Quality Buffers. High hazard slit fence
rovided Storage Volume = 5,208 cf - " " " "' �►
.
;•
0 -yr Q = 2.47 cfs "" ""'�"' N ith r cki nd w ed ston
. -- 10 SKIMMER R:... �6, �+ 6� ^ ^tea, n9 -
. • .• � w wi a ba a ash a will PHASE #2 BASIN #2
be installed as determined necessary
;equired Surface Area (2.47 cfs *325 sf) = 803 sf;� _ - SEDIMENT ♦ ,�`� ;' the County Engineer or field inspector. y
A
'rovided Surface Area at Dewatering Volume Elev. = 2,314 sf :::::::: "'
l ` - - -- i66 - - BASIN 1 , .. . The amount of uncovered area at any
lewatering Orifice = 1.5" Faircloth Skimmer (0.75" orifice) Ex. water Edge ;; =� - -_ - one time shall be limited to no more
� \ � 4
Elev. = 757.18 - - - - -- -
"'; - .. than 20 acres, unless approved by the
pediment Basin 6 ---- �:: :. - _- Y Engineering.
#
' ' � _`.� ,' � _- •.• ,, � Count En ineerin
rarnage Area - 0.24 as ;;;;;;; •• "" - •••tf ' S. A 10 -foot undisturbed buffer shall be
;equired Storage Volume (0.24 ac *1,800 cf) = 432 cf :: _ ------------------ - provided around the outside edge of
'rovided Storage Volume = 1,961 cf drainage features such as intermittent
0 -yr Q = 1.34 cfs - -- " and perennial streams, ponds, and
;equired Surface Area (1.34 cfs *325 sf) = 436 sf" - - DRAINAGE AREA TO t • DRAINAGE AREA TO wetlands. Incidential drainage
_ SKIMMER SEDIMENT >.
'rovided Surface Area at Dewatering Volume Elev. = 1,120 sf -- BASIN 1 SKIM ENT �(s+ n improvements or repairs will be
- -- `J J
MER SEDIM
lewatering Orifice = 1.5" Faircloth Skimmer (0.50" orifice) 3 - 0.37 ACRES 0.44 BASIN 5 b rmitted staff the buffer as approved
:.. Y county
30' Offset of :;:: `; -_ .� ,��� �� �/
• ' Installation of o ground e
� 6 ati temporary rid cov r
_ - -- - �.
" or seedin must be erformed within
m
�N
Y
00
N
om
a�
N
E N
°Z
I
0
Tz
ma
cV
a^
N
Q N
M w
O
of
a
�o
Lake
Cornelius
ON
• ai
. I
mIr
ml
En U
N
J N �
V N
[V
mM
o F
an
rC-4
U
cLn
00
of
W�
o..
oX
i�
1
Area To Sediment Basin = 1.03 Ac.
Volume To Be
Detained = (1.03 Ac)(1800 cu.ft /Ac) = 1,854 cu.ft.
cu.ft /Ac) = 792 cu.ft.
Basin Volumes
Elevation
Square Footage (W)
Volume (ft3)
763.16
4,445 4,186
762.16
3,926
761.16
760.16
3,333
2,768 '
759.16
2.231 '
Volume of Basin = 13,367 ft3 Total 13,367
o ume o e
Detained < Volume o assn
1,854 cu.ft.
< 13,367 cu. ft.
9 P
DRAINAGE AREA TO .•. Skimmer - !• �., five (5) working days or slope drains PHASE #2 - BASIN #3
Prop _ SKIMMER SEDIMENT .�; :. .''•' 9 1 installed after fill slopes are brought up
Silt Fence �' BASIN 2 • :.: • •' ' • .: - co to height.
Outlet -766 1.03 ACRES ; . ' .,•.' '- ' „A, ; 7. Permanent terraces shall be installed on
• -
«•' !' v' • - 2:1 or steeper slopes over 10 feet in
❑ HW4 �
,
:. � •, �.. _- height to reduce runoff velocity coming
�� ❑ ❑ • SKIMMER w ter Edge down the slopes.
.- .
Elev - 75718
i
- - SEDIMENT - SKIMMER
• •� ROSION CONTROL & WATER QUALITY INSPECTOR:
' ❑ BASIN 6 SEDIMENT ti .
Tributary Area 766 �0, �- __ BASIN 5 cam° ' i COREY PRIDDY - Cornelius Davidson
..' Boundary (tYP) - - ,0
_ Huntersville (East of NC 1 5)
DRAINAGE AREA TO '��
Proposed Davidson I - Prop 1.5" (980) 721 -9058
Prop. Double? !� ®� ro``� p 427 DAVIDSON LL C SKIMMER SEDIMENT - -- - -- ❑ Skimmer `O
Row High ;,'' - -- • i Retirement BASIN 6 AND DEVELOPMENT INSPECTOR:
Hazard Silt Residence PIN 00321120 0.24 ACRES �� L
taro Zoned LPA �tO co TOMMY KEZIAH - Cornelius Davidson Huntersville
Area To Sediment Basin = 0.22 Ac.
Volume To Be
Detained = (0.22 Ac)(1800 cu.ft /Ac) = 396 cu.ft.
cu.ft /Ac) = 792 cu.ft.
Basin Volumes
Elevation
Square Footage (ft2)
Volume (ft3)
763.75
1,459 11313
762.75
1,166
W?
761.75
760.75
857
576
759.75
328
Volume of Basin = 3,494 ft3 Total 3,494
Volume o Be
Detained < Volume o assn
396 cu.ft.
< 3,494 cu. ft.
Fence .• ",: 1 35,860 S.F. -! '
' Fo r Stories DB 24542/232 i (704) 634 -6753 PHASE #2 - BASIN #4
Y
s �
!
i%
z' n
4.37 ac
= 767.80 ;; Lake ZONING INSPECTOR:
•
FFE
, � ,�.• • • ; , ,, , � - ,,, ,,,� • • , , BRIAN SIFFORD - Cornelius, Davidson, Huntersville
:=
::: _
` [phone]
DRAINAGE AREA TO ASE 2 CONSTRUCTION SEQUENCE
,
sy
-_ -_ SKIMMER SEDIMENT ❑7
PH
.� DRAINAGE AREA TO - - BASIN 4 66 g i 1. Obtain Grading /Erosion Control Plan approval from the
SKIMMER SEDIMENT ,, _ 6
BASIN 3 0.58 ACRES �� Mecklenburg County LUESA.
- -
0.22 ACRES ❑ 6'j .' , - -' ♦ - ; ° 2. Set up an on site pre construction conference with the
SKIMMER __ ,• ~. ' 0 following departments: (The territory for inspectors is listed
SEDIMENT` below): LUESA Erosion Control Inspector, Land Development
Prop. Double
BASIN 4 � ` "' Inspector and Zoning Inspector. Failure to schedule such
6 Row Silt Fence
cr 6 . t ' f r�; conference 48 hours prior to any land disturbing activity
�O - --- - - - - --
a a ° i5` - is subject to fine.
o'
i'' �' -- -� �,. 3. Install silt fence, inlet protection, sediment traps, diversion PHASE #2 - BASIN #5
y.
:o _ =;° ,`•'.. •' . 0 / - -_:_ -;; ditches, tree protection, and other measures as shown on
... , .. •. plans, clearing only as necessary to install these devices.
' .:::x:: ..,• ..: 4. Call for on site inspection b Inspector. When approved, . '�'.. P Y P PP
I t th G d' P 't d l d
Area To Sediment Basin = 0.58 Ac.
Volume To Be
Detained = (0.58 Ac)(1800 cu.ft /Ac) = 1,044 cu.ft.
cu.ft /Ac) = 792 cu.ft.
Basin Volumes
Elevation
Square Footage (ft2)
Volume (ft3)
764
2,606 2,414
763
2,222
762
761
4
1 530 '
760
1 223 '
Volume of Basin = 7,531 ft3 Total 7,531
Volume o Be
Detained < Volume o assn
1,044 cu.ft.
< 7,531 cu. ft.
"spec or issues e ra ing ermi an c VU "%J an
•. �S-- - - - - -- - -- - ,
). -- � ,' grubbing may begin.
= :: • _• `' . =" • *' 5. The contractor shall diligently and continuously maintain all
:::::::.. •. SKIMMER �'--" . •r °.:: •'' ..:••., - -.: •:: • : .' •.. '•, ''
erosion control devices and structures.
4 SEDIMENT '--- 67 ? Q .; . - rop. Boundary 6. For hosed erosion control Ions contractor shall meet
cc
co 7 \ cn P P
Pro .Double 7
w: = =::.. P BASIN 3 64 N''� h with Erosion Control Inspector prior to commencing with
Pro 1.5 Pro 1.5" co P P 9
SKIMMER * .........::::.::: :. Row High
759.75 P .. - P • 764. r I` each
Skimmer �,. •: , - Skimmer 50 � � phase of erosion control measures.
SEDIMENT Hazard Silt , -- -
"` BASIN 2 *.'° `_ • -" - \ ; ` 7. The land development inspector should be called to
Fence "' • • � �•
.; ,••,�
•�� conduct inspections on storm drainage, sidewalks, driveway
improvements, and all aspects of rood construction.
' � `� 7.65 � r � P P
- •■' ♦ 8. Stabilize site as areas are brought to finished grade.
♦ �;� 764. "r „rte
9 Coordinate with Erosion Control Ins actor rior to removal
Area To Sediment Basin = 0.44 Ac.
Volume To Be Detained = (0.44 Ac)(1800
cu.ft /Ac) = 792 cu.ft.
Basin Volumes
Elevation
Square Footage (ft2)
Elevation
Volume (ft3)
763.26 2,314
2,177
762.26 2,039
1,774
761.26 1,508 760.26 1,006
1 257
Volume of Basin = 5,208 ft3
Total 5,208
volume To Be Detained < Volume of assn
792 cu.ft. < 5,208 cu. ft.
of erosion control measure.
- Limits of ::
•• � I � � � '' PHASE #2 BASIN #6
Area To Sediment Basin = 0.24 Ac.
Volume To Be
Detained = (0.24 Ac)(1800
cu.ft /Ac) = 432 cu.ft.
Basin Volumes
Elevation
Square Footage (ft2)
Volume (ft3)
766.50
1,120
927
765.50
733
§92
764.50
763.50
510
314
Volume of Basin = 1,961 ft3
Total 1,961
volume To Be
Detained < Volume of assn
432 cu.ft.
1tl�liii�l), 61 cu. ft.t
Z
O
CA
z
O
H
x
v
w
A
w
A
0
.o
Z
�0
O V °o
N 0
U
W N N
O O
c6 N O
W � o T "0
n/ o¢Ow
LL `�
7
N
O C O r,
rn >o�'`O
N
W w
E~ �
o Z
a wWa
zzW
zU � � f•rl A �
x O
A W O hhr -+�I O
o
w
A
4 5 Ca�
t 4i c
v m
a O 3
`i pp In
N
40
a o0
M
yIn
IL
'W I o
a =g
Q a M
J -,I N N D M
C N o
C N 16
0 lzZ
_N
.i i"
06 W
C:
E�2
r
6 U _ E
Sao 0 0
E u
= O N L
t: moM N
L H mm
v
��Vo^
vi N U
C :E C
U 0) 0
7 C O L
wN wc�7a
DATE
September 11, 2014
SCALE
1 " =30'
JOB NO.
759 --- ----------- UUUIIUUI
r - - - . _ ®_ _m _ _ rF •_
_ complete Phase 2 grading operations. �.�` �N 0� �' 4 °
Prop. Double .. si Water 7 days 14. Install silt sacks after paving.
Row High Y ��:'• EVANS ''• 41:Fy
15. Install Site Improvements. MECHWART =
Hazard Silt Lake It s are 10'or in length are # j
izR :1 7 de 16. Final Grade & Ad Adjust Areas.
Cornelius s1 r Otsft 2:1. 14 days sii - lQ ; HAMBLETON & _ SHEET
w.
17. Permanent Seed Graded Areas. _ ;• TILTON, INC.
QL�& 11.E ftft tai aa.¢" 17.40, . A w P * .. th rt $ 1-11 18. Remove Temporary Erosion Control Devices, including = -
temporary skimmers once site is stabilized and approved.
DTE:
ntractor to coordinate with Inspector to determine where staggered silt fence outlets are to be
stalled.
No. F -IUIO •V - 9.
C' •'.
OF•A y

i
If
Prop. Bounda
1 �
Prop. 5' Sidewalk PJ�
i
MATCHLINE - SEE THIS SHEET
30' Offset of
760 Elevation
m
M
6 N
N (V
6n
N
aN
O Z
Ea
EU
N
3�
N
O W
as
O
T,'
L N Lake Cornelius
a�
N
N
m
(n M
-9
N
in
o..
sX
Lake Cornelius
Prop. Bounda
Prop. Retaining Wall,,
w/ Rail
Ex. Water Edge
Elev. = 757.18
Prop. Sidewal
Esmt
Prop. 2'
Curb (TYP)
Prop. Sidewalk
Esmt
Prop. 5' Sidewalk
Prop. Bounda
Prop. PVMT
Replacement
Per NCDOT Detail
654.01
MATCHLINE - SEE THIS SHEET
Prop. Sidewalk
Esmt
/ Ex. Building
IJ
�� II
Ex. Building 1
r J
/ II
� I-
�� I
Prop. Retaining
Wall w/ Rail
Prop. Retaining
Wall w/ Rail
30' Offset of
760 Elevation
Lake
Cornelius
LEGEND
805 Peninsula Drive
'�
Proposed Concrete Pavement
PIN Number.
Heavy Proposed P Du tY Pavement
Existing Zoning:
Proposed Public Pathway (Mulch)
F777;
Proposed Sidewalk
Total Site Area:
Proposed Fire Access Lane
Ex. Impervious Area:
Capable of supporting a load of
Allowed Impervious Area:
80,000 lbs.
Prop. Impervious Area:
Concrete Pavers
Building and Sidewalks:
Light Duty Pavement
*
Taper curb from 6" 0" over 10'
Q
Proposed Parking
-�
Proposed Parking Signs
HC Handicap Ramps
O
Prop. Light (TYP)
Prop. Pedestrian Light (TYP)
® Prop. Public Parking
C Prop. Compact Parking
elle-1111111- Vehicle Access (Marking not to
be constructed)
GENERAL NOTES
1. All proposed streets are to be maintained by the Owner.
2. Proposed Signs, Lighting & Landscaping will be designed in accordance with the Town of
Davidson Standards and Regulations. Proposed locations will be prepared and reviewed as part
of the Construction Plans.
3. All lighting shown shall be considered preliminary. Contractor to coordinate with Architect and /or
site lighting Engineer for type and location of site lighting. Any change and /or modification to
the lighting schemes contained in this plan must be reviewed and approved by the Cary
Planning Department prior to installation.
4. All exterior site lighting will be designed to prevent off -site glare.
5. All curb shall be standard curb & gutter unless otherwise noted.
6. All dimensions are measured to the face of curb unless noted otherwise.
7. All radius dimensions are measured to the face of curb unless noted otherwise.
8. Anywhere asphalt and concrete meet, contractor shall construct a turndown per detail on sheet
C9.0.
9. At concrete construction joints, contractor shall install the joint per detail on sheet C9.0.
10. All road improvements at Peninsula Drive are to be coordinated with the Town or Mecklenburg
County prior to construction.
11. Approval of this plan is not an authorization to grade adjacent properties. When field conditions
warrant off -site grading, permission must be obtained from the affected property owners.
12. Handrails may be required by a representative of the County, if warranted by field conditions
(MCLDS 50.04A,B).
13. In order to ensure proper drainage, keep a minimum of 0.5% slope on the curb.
14. "As- built" drawings and plans of the storm drainage system, including designed ditches, must
be submitted prior to subdivision final inspection to the County Engineering Department in
accordance with the Subdivision Ordinance.
15. All Internal roads to be private.
16. All Sidewalks are to be 5' unless otherwise noted.
17. Building footprint shown shall not be considered final. Contractor to coordinate with architect
18. Contractor shall ensure all handicap spaces and walk landing areas do not exceed 2 percent
slope in all directions.
19. All construction must be performed in accordance with current Town of Davidson Standard
Specifications and Details.
20. Separate building permits are required for retaining walls, boardwalks, bridges, dumpster
enclosures, monuments, signs or other accessory structures or elements.
21. All signage shall meet the requirements as set forth by the MUTCD manual.
22. Retaining walls >4 ft (Residential) or 5 ft (Commercial) in height requires a permit from the
Code Enforcement prior to construction. The engineer of record for the retaining wall(s) must
certify that the wall(s) is (are) constructed to specifications prior to issuance of C.O.
23. Construction of retaining wall(s) cannot begin until all necessary permits are required.
24. Contractor to confirm with Architectural's what areas are to be brick pavers.
FEMA NOTE
1. The proposed Site is not located inside of the 100 year floodplain.
2. According to the Federal Emergency Management Agency's Flood Insurance Map, dated March
02, 2009, the subject tract shown herein lies within Zone "X" (areas protected by levees from
1% annual chance flood), Community Panel No. 3710464400 K.
3. In areas where the Floodway Regulations are applicable, the Future Conditions Line, FEMA Flood
Fringe Line, Community Encroachment Line, and FEMA Floodway Encroachment Line shall be
shown on the preliminary plan and the final plat. An application for a Floodlands Development
Permit shall be submitted and approved to the County Engineering Department in accordance
with the requirements set forth in the City /County Floodway Regulations prior to plan approval.
See Details Sheet C9.0- C9.4
SITE DATA
Address:
805 Peninsula Drive
'�
Davidson, NC. 28036
PIN Number.
00321120
Existing Zoning:
Conditional
Map Reference:
DB 24542/232
Total Site Area:
4.37 Ac
Ex. Impervious Area:
0.00 Ac
Allowed Impervious Area:
133,250 S.F. (3.06 Ac.) (70X)
Prop. Impervious Area:
in
Building and Sidewalks:
57,110 S.F.
Parking Lots:
44.844 S.F.
Total
101,954 S.F. (2.34 Ac.) (54X)
Open Space Area:
88,403 S.F. (2.03 Ac.) (46X)
Existing Use:
Vacant
Proposed Use:
Congregate Care
Prop. # of Units:
128 Units
Max. Building Height:
55 Ft.
Watershed District:
Lake Norman, CA, Critical
Pollutant Removal Req'd: 85X TSS
Peak Controls: Provided by adjacent Lake
Norman
Parking Provided: 64 Parking Spaces
9 Compact Parking Spaces
6 Garage Spaces
3 Accessible
82 Parking Spaces
Inside City Limits: Yes
As Noted
Estimated Project Completion: September 2016
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
% X1111111111,1 '
% %� %; CAR ''�.,
h x`� � `C //1
'�
o
•
Fir �
. MECHWART • =u
• HAMBLETON &
m
TILTON, INC.
a
No. F -1016 .�^7v =
9
10/1 OF A
°� ' '
�����
Y �a
z
0
z
0
H
x
v
w
A
w
A
N�� oD
C N M
C N 16
��UZn
- H
00
o6 OD
�o
:r
N pU"
a o 0
E.
_ � m
O
TN 2
a zoo
L H 0),V
U " 0 N
4) U
vi N U
C C :E C
C3 0) O
7 C O -r-
L11 w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C4.0
$
5
�o
1
ZD
0
a
0
L=
O V
°o
N 0
O U
v
in
a
z
o 2>
� LLI
N
(
N � O
M N O
LU
M
n/
LL
o¢Ow
`p
CD
�Z
W = "' Lr1
LU
N
C:) C O
a
o >°�o
N�� oD
C N M
C N 16
��UZn
- H
00
o6 OD
�o
:r
N pU"
a o 0
E.
_ � m
O
TN 2
a zoo
L H 0),V
U " 0 N
4) U
vi N U
C C :E C
C3 0) O
7 C O -r-
L11 w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C4.0
$
5
1
H
a
0
m
3
O �
v
v
in
a
o0
W
00
^
in
M
U)
in
LL
CD
a
"
#A
O
a
=�
Q
A W
O
�
A
z �
o
�
H
A
N�� oD
C N M
C N 16
��UZn
- H
00
o6 OD
�o
:r
N pU"
a o 0
E.
_ � m
O
TN 2
a zoo
L H 0),V
U " 0 N
4) U
vi N U
C C :E C
C3 0) O
7 C O -r-
L11 w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C4.0
$
5
1
a
0
m
3
v
in
a
o0
00
in
M
U)
in
LL
CD
"
#A
O
a
=�
Q
15
M
oM
N
N�� oD
C N M
C N 16
��UZn
- H
00
o6 OD
�o
:r
N pU"
a o 0
E.
_ � m
O
TN 2
a zoo
L H 0),V
U " 0 N
4) U
vi N U
C C :E C
C3 0) O
7 C O -r-
L11 w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C4.0

X_
r
�o
M
N
O N
a�
O N
N N
�
o
N
m Z
Z
O
oV
3�
m N
m�
0
CN
'C
O_ Li
TA o
-9 EL
0
I
c�
U
of
oN
N
N N
W �
0-
ON
In �4
%m
0 I-
os
o x
Prop. Shoreline
Stabilization
(See Detail Sheet C9.3)
La ke
Cornelius
Inv=
760.50
t` .t
/ �• C / 4,
\
If
\ `
/t Ex. San MH Ex. San MH /
t+ i ! t � J °•
t Ab
t +
4Y.
.t. }
,= 11 ,� • •t / /,�
I1 t` •
!� tt / / w..•� /
Pro 10,
p'"
5'Sidewalk
MATCHLINE - SEE THIS SHEET
RIM = 766.20
1,
..W, j
\
V
Ex. Water Edge
Elev. - 757.18
Prop. Sidewal
Esmt
30' Offset of
760 Elevation
/
Ex. Building \
/
Prop. 3'x10'
Level
Spreader
(See Detail Sheet C9.OA) Prop.15
TW= 763.50
FG= 763.50
FG= 761.00
FG= 763.60
Prop. 3'x 10'
Level
Spreader
(See Detail
Sheet C9.OA)
FG= 761.00
Prop. Shorelin
Stabilization
(See Detail Sheet C9.3)
tt:
FG= 762.00
TW= 765.50
FG= 761.00.- .-
MATCHLINE - SEE THIS SHEET
1 t
Ex. Building
Prop., o A;
1,
t ,fit _ /•- / / � / /
Ex. Building
I
EX. S1T Catch'
Basins
Prop. Sidewalk
Esmt
30' Offset of
760 Elevation
`. FG= 765.00
rop. Boundary
1
FG= 762.00
1
4
�• `���X
\�5
^`O
FG= 762.00
=7 craC'
FG 63.00
Existing Sanitary Sewer
CO
1
N+
�,.
TW= 765.00
Proposed Contour
• t
FG= 762.00
t
+'
} � Y y ' -•�,� 111
Cornelius
„
t t t
Proposed Catch Basin
Prop. PCCE
Proposed Curb & Gutter Inlet
+
,�
• .iI
t 11
�
f !
�
=g
> .o
°
-
=765 7
5 •�
-' TW= 764.00
j
Proposed Bottom of Wall
ExRim= xxx.xx
FG- 762.00
l
xxx.xx
Existing Top of Curb
t t`
Inari=
Ex PVMT
xxx.xxx
1
fit 2
t HW3
t
Grade Break Line
,
rop. Shoreline
��`•
t
Stabilization
- •
!t , (See Detail Sheet C9.3)
HW4
Ex. Water Edge
TW =762 00 Elev. - 757.18
1
FG= 762.00
26
4
..
TW= 762.00
^`O
FG= 762.00
ZD
�0
Existing Sanitary Sewer
CO
m
3
N+
Proposed Water Line
i ^.
Proposed Contour
-------- - - - - -- 920 ---- - - - - --
Existing Contour
t
La ke
•. • + r '
Cornelius
„
t t t
Proposed Catch Basin
Prop. PCCE
Proposed Curb & Gutter Inlet
dy t`
Proposed Top of Casting at Back of Curb
u `
Proposed Top of Curb/
4 , ,
Prop.
_ 3'x 10'
Level
Spreader
(See Detail
Sheet
C9.OA)
-Prop. Boundary
GRADING LEGEND
P Manhole
Proposed Storm Sewer
Ex Manhole
- -
Existing Storm Sewer
Pro Manhole
sus
Proposed Sanitary Sewer
Ex Manhole
ZD
�0
Existing Sanitary Sewer
Prop Fire
Prop Watery. *�Hydrant......
m
3
Valve .
Proposed Water Line
920
Proposed Contour
-------- - - - - -- 920 ---- - - - - --
Existing Contour
i ST
Proposed Headwall /Endwall
- - - - - - -
Proposed Under Drain
■
Proposed Catch Basin
■
Proposed Curb & Gutter Inlet
RimRim
Proposed Top of Casting at Back of Curb
xxx.xx x
Proposed Top of Curb/
Proposed Grade
Pvmt xxx.xxx
Proposed Pavement Shot
=g
> .o
°
TW= xxx.xx
Proposed Top of Wall
Bw= xxx.xx
Proposed Bottom of Wall
ExRim= xxx.xx
Existing Top of Casting
l
xxx.xx
Existing Top of Curb
x
Ex PVMT
xxx.xxx
Existing Pavement Shot
••.•.•.. •.•.•.. •.•.• •• ••
Public Path
-
Grade Break Line
NOTES
1. All elevations are top back of curb unless otherwise noted.
2. All contours and spot elevations reflect finished grades.
3. The contractor shall immediately report to owner any discrepancies
found between actual field conditions and construction documents
and shall wait for instruction prior to proceeding.
4. Proposed street right -of -ways shall be graded to their full width
for ditch type streets and a minimum of eight (8) feet behind the
curb for curb and gutter sections
5. Limits of clearing shown on grading plan are based upon the
approximate cut and fill slope limits, or other grading requirements.
6. The contractor shall ensure positive drainage so that runoff will
drain by gravity flow across new pavement areas to new or existing
drainage inlets or sheet overland.
7. There shall be no standing water before permanent seeding of
parcel.
8. Sediment and erosion control measures shall be maintained
throughout this development as indicated on Erosion Control Plan
Phase 1 and 2, see sheets C3.0 -C3.1. Additional inlet protection
shall be installed on all proposed storm inlets.
9. Contractor shall follow the construction sequence regarding
sediment /erosion control as indicated on the Stormwater Pollution
Prevention Plan (Sht. C3.0- C3.1).
10. See Utility Plans for easement locations.
11. Fill shall be placed in accordance with Town of Davidson and
Mecklenburg County's Specifications. The placement of fill shall not
encroach within any existing drainage ditches or swales. Fill slopes
shall not exceed 2:1 (horizontal to vertical), slopes exceeding 3:1
(horizontal to vertical) shall be placed in accordance with the
recommendations provided by a registered Geotechnical Consultant.
Fill embankments shall be formed of suitable material placed in
successive layers not to exceed more than six (6) inches in depth
for the full width of the cross - section, including the width of the
slope area. No stumps, trees, brush, rubbish or other unsuitable
materials or substances shall be placed in the embankment. Each
successive six (6) inch layer shall be thoroughly compacted by the
sheepsfoot tamping roller, 10 -ton power roller, pneumatic -tired
roller, or other methods approved by the Town /County Engineer.
Embankments over and around all pipe culverts shall be of select
material, placed and thoroughly tamped and compacted as directed
by the Town /County Engineer or his representative.
12. Contractor shall utilize temporary end of pipes and temporary pipes
where necessary to ensure that all stormwater drainage is diverted
to storm sewer & routed through basins.
13. See Sheet C5.4 for Storm Sewer Data.
14. 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
hand rails or other acceptable fencing /barricade measuring a
minimum 42" in height. Hand 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 C9.3.
15. Retaining walls to be design / build by contractor.
16. Retaining walls >4 ft (residential) or 5 ft (commercial) in height
requires a permit from the Code Enforcement prior to construction.
The engineer of record for the retaining wall(s) must certify that
the wall(s) is (are) constructed to specifications prior to issuance
of C.O.
17. "As- built" drawings and plans of the storm drainage system,
including designed ditches, must be submitted prior to subdivision
final inspection to the County Engineering Department in accordance
with the Subdivision Ordinance.
18. All Rip -Rap Aprons are to be installed at 0.0% slope.
19. Construction of retaining wall(s) cannot begin until all necessary
permits are required.
ADA ACCESSIBLE ROUTE INSTRUCTIONS TO CONTRACTOR
Contractors shall exercise appropriate care and precision in
construction of ADA accessible components indicated on this sheet.
These components, as constructed, must comply with State and
Federal accessibility rules and regulations. Finished surfaces along
the accessible route of travel from parking space, public
transportation, pedestrian access, inter - building access, to points of
accessible building entrance /egress, shall comply with ADA & building
code requirements. These include, but are not limited to the
following:
Parking spaces and parking aisles - slope shall not exceed 2.09E in
any direction.
Curb ramps - slope shall not exceed 8.3% for a maximum of six
(6) feet.
Landings - shall be provided at each end of romps, shall provide
positive drainage, and shall not exceed 2.OX slope in any direction.
Path of travel along accessible route - shall provide a 36 inch or
greater unobstructed width of travel, (car overhangs cannot reduce
this minimum width), the slope shall be no greater than 5.0% in the
direction of travel, and shall not exceed 2.0% in cross slope.
Doorways - shall have a "level" landing area on the exterior side up
the door that is sloped no more than 2.0% for positive drainage.
This landing area shall be no less than 60 inches (5 feet) long,
except where otherwise permitted by ADA standards for alternative
doorway opening conditions (see ICC /ANSI A117.1 -2003 and other
references incorporated by code).
Contractor to warp existing asphalt as necessary to ensure slopes
are ADA accessible (see note this sheet). Contractor shall ensure no
ponding occurs due to pavement modifications.
% 111111111111, +
` IN CAR R()4,
GRAPHIC SCALE ,�'��: •• EVANS •••'•.�9
Fir
• MECHWART _Mu
0 15 30 60 HAMBLETON &
TILTON, INC. ; jZ
No. F -1016 .�,V = 9
1 inch = 30 feet 9 •••• ••' ��`
111 Y '
lilt ��., ,.r
Z
O
z
0
H
H
W
v
W
A
w
A
c N N
C CD M
C-4 L6
a 'UZn
N
. fi m
Cti
'^ O
r
N pU"
Sao 0
E.
a�ai
TN M
aZ °o
L ,n dl CD
N
v
� �U
vi N U
C C
arn�o
7 C O L
w W s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.0
�O
5
�O
1
v
ZD
�0
<
O
m
3
O V
°o
N 0
o U
v
in
40
a
o0
W
N N
° � o
�-0
w>
>co >�
o m O
n/
LL
o ¢ ow
`�
yin
,Z
w `' L
N .-
=g
> .o
°
c N N
C CD M
C-4 L6
a 'UZn
N
. fi m
Cti
'^ O
r
N pU"
Sao 0
E.
a�ai
TN M
aZ °o
L ,n dl CD
N
v
� �U
vi N U
C C
arn�o
7 C O L
w W s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.0
5
CL
1
v
H
a
O
m
3
o �
V
v
in
40
a
o0
00
in
yin
16
'W
a
=g
o
M
Q
a
z �
A
�
o
H
A
c N N
C CD M
C-4 L6
a 'UZn
N
. fi m
Cti
'^ O
r
N pU"
Sao 0
E.
a�ai
TN M
aZ °o
L ,n dl CD
N
v
� �U
vi N U
C C
arn�o
7 C O L
w W s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.0
5
CL
1
v
C
a
O
m
3
V
pp
N
in
40
a
o0
00
in
yin
16
'W
a
=g
o
M
Q
a
c N N
C CD M
C-4 L6
a 'UZn
N
. fi m
Cti
'^ O
r
N pU"
Sao 0
E.
a�ai
TN M
aZ °o
L ,n dl CD
N
v
� �U
vi N U
C C
arn�o
7 C O L
w W s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.0

m
�m
a—
o
N t0
O X
a N
N
M n
N N
0)) �
.00
EN
o
�Z
�o
Z
oa
31
L)
U
ml
n
� N
r
C �
aao
N
-9
X0
s
0
MI
a�
�n
N
\�
\N
W
N
N
N
9 ";
o.
Ln
o0
0I
LU
Iff
U..
sX
i�
Lake Cornelius
Lake Cornelius
Prop. Retaining Wa11
w/ Rail
Lake Cornelius
fih 'b Pr� / /� Ex. Building
+ .a /
Ex. San Esmt
r,
ugnt
Ex. Building _ II
� I
rop. Boundary
Prop. Retaining Wall
w/ Rail
Lake Cornelius
GRADING LEGEND
Manhole
r^Ex Manhole
SAS Manhole
Ex Manhole
Water Hydrant
Fire
Prop �. Hydrant...
Valve ...........
920
-------- - - - - -- 920 ---- - - - - --
ST—
GRADING NOTES
Proposed Storm Sewer
Existing Storm Sewer
Proposed Sanitary Sewer
Existing Sanitary Sewer
Proposed Water Line
Proposed Contour
Existing Contour
Proposed Headwall /Endwall
Proposed 6" Perforated Under Drain
■
Proposed Catch Basin
■
Proposed Curb & Gutter Inlet
RimRim
Proposed Top of Casting at Back of Curb
xxx.xx x
Proposed Top of Curb/
ZD
�o
Proposed Grade
Pvmt xxx.xxx
Proposed Pavement Shot
O
C)
Tw= 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
1. See Sheets C5.2 —05.4 for BMP details.
2. See Sheet C5.4 for Storm Sewer Data Table.
3. Contractor to verify locations of downspouts with architectural plans. EMH &T
holds no liability in location discrepancies.
4. Unless inverts are otherwise noted, roof drains not labeled shall be 6" in
diameter with a minimum slope of 196 with a minimum of 1' of cover.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
1111111111/ /�/
CAROZZ'%
MECHWART '
HAMBLETON &
TILTON, INC.
No. F -1016 ^7V
Z
O
0
H
U
W
A
W
A
N'CO, -C zor
C F4 co,
N�
a U Z n
N
.i m
o6 W
O
r
N p U
d O
E o
_ � N
O
� TN M
4) cm)
L H °D
U • 5
�v°
vi N U
C: C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.1
�o
sQ
v
ZD
�o
<
0
3
O
C)
N 0
o U
Ln
a
o0
O
W
N N
° � o
6 N
W�
o c6 M
n/
LL
o ¢ o w
A
-Z
zxOow
>�
w "' Lr1
LU
N
O C O
rn> �O
°
N'CO, -C zor
C F4 co,
N�
a U Z n
N
.i m
o6 W
O
r
N p U
d O
E o
_ � N
O
� TN M
4) cm)
L H °D
U • 5
�v°
vi N U
C: C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.1
sQ
v
�
Wt~
0
3
V
Ln
a
o0
O
A
1:
M
yin
LL
A
�
zxOow
•
a
=g
O
O
Ifl
A W
M
M
z �
o
�
H
A
N'CO, -C zor
C F4 co,
N�
a U Z n
N
.i m
o6 W
O
r
N p U
d O
E o
_ � N
O
� TN M
4) cm)
L H °D
U • 5
�v°
vi N U
C: C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.1
sQ
v
m
a_
a
0
3
V
Ln
a
o0
O
A
1:
M
yin
LL
A♦
=
•
a
=g
O
Ifl
15
M
M
N'CO, -C zor
C F4 co,
N�
a U Z n
N
.i m
o6 W
O
r
N p U
d O
E o
_ � N
O
� TN M
4) cm)
L H °D
U • 5
�v°
vi N U
C: C
0 0) O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C5.1

m
rn
a°
o�
N (p
O X
N
d
M n
N N
0)7
N
E
�z
I
E
a.
�1
r
aao
N
0
4J
31
O
ao
N �y
pj U
aN
C',�
\N
rn
t°n
O
� N
0 ";
o�
c�
CN
M
I
IW
o�
sX
BMP 1
Prop.
3'x 10'
Leve
Spr l
eader \
764
Q,g�o
BMP #
SF
Stems Required
Stems Provided
Trees Required (10%)
Trees Provided
Shrubs Required (90%)
Shrubs Provided
1
1,516 SF
35
35
3
3
32
32
2
3926 SF
90
73
9
9
81
81
Number of Stems Based upon 1000 Stems /Acre for Bioretention
i
BMP #
Watershed Area (Ac)
Impervious Area (Ac)
E�
WQv 75% Minimum (cf)
WQv Provided (cf)
Surface Area Minimum
(sf)
Surface Area Provided
(sf)
Mulch Top Elevation (ft)
Underdrain Invert (ft)
1
0.43
i
BMP #
Watershed Area (Ac)
Impervious Area (Ac)
%Impervious
WQv 75% Minimum (cf)
WQv Provided (cf)
Surface Area Minimum
(sf)
Surface Area Provided
(sf)
Mulch Top Elevation (ft)
Underdrain Invert (ft)
1
0.43
0.34
80%
901
1692
515
1516
762.10
760.60
2
1.05
0.79
75%
2075
2101
1186
3926
762.16
760.66
NOTES
1. All underdrain shall slope ® 0.0 %.
2. Per Charlotte - Mecklenburg BMP Plant List (Appendix A, Note
10) for required shrub calculations grosses may be included
as shrubs for up to 25% of the shrub requirement if planted
in #5 or #7 containers.
'--Filter Fab
Drop Inlet 758.60 p p .. p Storm Sewer Pipe 0 0.00-il
Ii e
PROPOSED BMP I OUTLET STRUCTURE 8 DETAIL
Not To Scale
Flowable Fill . .
.. Inlet 758.66 i% X01 !'�p:;��t!I��p'�`��!�'Ij�p�`��� Storm Sewer ' . _ �
Ii e�
PROPOSED BMP 2 OUTLET STRUCTURE 11 DETAIL
Not To Scale
Uornellus
NWL
Elev= 760.50
Prop.
3'x10'
Level
Spreader
NOTE
The underdrain system should be equipped with 6 -inch minimum
perforated Schedule 40 or stronger PVC pipe or double -wall
HDPE pipe. Perforations shall be per AASHTO M278 for PVC pipe,
AASHTO M252 for double -wall HDPE pipe, or be % inch in
diameter spaced 3 inches on center along 4 longitudinal rows
that are spaced 90• apart. The pipes may be installed with 0%
grade or sloped with a maximum spacing of 10 feet on center.
0
X � ro ?. /
----------
=- - - == ___ - -- ----------- --
BMP 2
GRAPHIC SCALE
0 5 10 20
1 inch = 10 feet
�I \1111111 //,
a
�O
•
�O
MECHWART
• HAMBLETON & : ��
m
TILTON, INC.
w
No. F -1016 .�,V =
9
OF
°O
lln nllA
Y a
i . if
Z
O
w
rx
z
0
H
a
x
v
w
A
w
A
x
rx
d
c N N oD
C M
C N N 16
Z n
� H u
.i 00
oC�tr
N aU"
0': 0
E.
TN M
aZ °o
v
U °
vi N U
C C
O 0I O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.2
a
�O
5
�O
t
v
0
w
O
3
O V
°O
N 0
O U
�7
Ln
a
o0
W
O
�Z
W
-o�>
N N
° � O
W�woW
6 N O
w
> o M
n/
LI-
oQow
Z
Lfl
N
O C O r\
Zo
a
=�
c N N oD
C M
C N N 16
Z n
� H u
.i 00
oC�tr
N aU"
0': 0
E.
TN M
aZ °o
v
U °
vi N U
C C
O 0I O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.2
a
4-
5
t
v
H
w
O
3
o �
V
�7
Ln
a
o0
W
O
F-�
�1
W�woW
W
w
y
0
LL
•W
o
a
=�
Q
1
M
�
z �
A
�
o
H
A
c N N oD
C M
C N N 16
Z n
� H u
.i 00
oC�tr
N aU"
0': 0
E.
TN M
aZ °o
v
U °
vi N U
C C
O 0I O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.2
a
4-
5
t
v
m
a_
a
O
3
V
Ln
a
o0
O
�1
M
y
0
LL
•W
o
a
=�
Q
1
M
c N N oD
C M
C N N 16
Z n
� H u
.i 00
oC�tr
N aU"
0': 0
E.
TN M
aZ °o
v
U °
vi N U
C C
O 0I O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.2

m
Y
0
a
m
O�
N ,p
O X
N
d
N N
N
E
�?
E
oa
U
r1
N
m�
aao
N
0
4J
31
2 °(L
ao
C-4 �y
pj U
aN
\�
\N
a)
ON
o�
O
� N
0 ";
o�
c�
o to
m�
I
.4
I
o..
sX
i
0000
i
it
000
- - °-
.�
---------------
AA(3) —\ '16
- - - - --
/
/ . . . . .
Prop. Bounda
Ex. Water Edge
Permanent Elev. = 757.18
Pool
EIev= 760.50
a a 766.801 a a n
Rim = 765.75
7 33 ... Inv(NW) 761.50, /
H H( 764 Inv(SW)= 760.82 /
764.50
O IS(7) A(2) // . . . . . .
764.50 . • . •
� ------ -- . . . ... .
Prop. PCCE . . . . . I .6. . % / - - - - - --
2 76.15� -- - - -- - - - . . . . . . . . Prop.15 "St -
- --�
--- - - - - -- -- -- - -- -- - -- ® 0.60X.
------ - - - - --
/ . . . . . . . . ------ _ - --
4 / . . . . . . . . . — I 163
/ �.. . .
............... -- r - - - - -- - - - - --
n -- ,- / I
.. _ I
\ . . . . . . . . . . . . . . . -- - - - --
• - - - - nv. 760 50 /rop. Boundary
FES2 \ \ - - - - - -- . = - - -: - -- 3'x10'
V ���� - - - - -- Level
- - -- Spreader _ Ex. Water Edge
Elev. = 757.18
Permanent
-- - - - -- -- - _, Pool
- -- ----------- - - - - -- -- -- EIev= 760.50
BMP4
BMP #
SF
Stems Required
Stems Provided
Trees Required (10X)
Trees Provided
Shrubs Required (90X)
Shrubs Provided
3
1166 SF
27
27
3
3
24
24
4
2222 SF
51
51
5
5
46
46
Number of Stems Based upon 1000 Stems /Acre for Bioretention
BMP #
Watershed Area (Ac)
Impervious Area (Ac)
X Impervious
WQv 75% Minimum (cf)
WQv Provided (cf)
Surface Area Minimum
(3f)
Surface Area Provided
(sf)
Mulch Top Elevation (ft)
Underdrain Invert (ft)
3
0.20
0.16
80%
417
619
238
1166
762.75
761.25
4
0.51
0.36
70%
942
1196
538
2222
763.00
761.50
■i/// _ Fabric
Flowable Fill-
■� / Diameter Preforated
Irop Inlet 758.68-- Storm Sewer Pipe 0 0.00%
PROPOSED
Scale Not To
..: 01 Minl`,
Flowable Fill _ Fabric
Diameter
_.
Drop � j Storm Sewer Pipe 0 0.00
v� �� �! II i : � C Off! I� : � . C Qom! I i : •
PROPOSED ., OUTLET STRUCTURE 13 DETAIL
Not To Scale
NOTE
The underdrain system should be equipped with 6 —inch minimum
perforated Schedule 40 or stronger PVC pipe or double —wall
HDPE pipe. Perforations shall be per AASHTO M278 for PVC pipe,
AASHTO M252 for double —wall HDPE pipe, or be % inch in
diameter spaced 3 inches on center along 4 longitudinal rows
that are spaced 90' apart. The pipes may be installed with 0%
grade or sloped with a maximum spacing of 10 feet on center.
NOTES
1. All underdrain shall slope O 0.0X.
2. Per Charlotte — Mecklenburg BMP Plant List (Appendix A, Note
10) for required shrub calculations grasses may be included
as shrubs for up to 25X of the shrub requirement if planted
in #5 or #7 containers.
GRAPHIC SCALE
0 5 10 20
1 inch = 10 feet
Z
O
z
0
H
x
v
w
A
w
A
�O
r
. MECHWART • � _Mu
• HAMBLETON &
TILTON, INC.
<
No. F -1016 .�7V =
9
OF A
o0
Y �a
Z
O
z
0
H
x
v
w
A
w
A
4—
v
a�
t
v
1_
a
v
a
111
W
a
I�
5 CL
m
O 3
I
N t40
ob
00
M
T �
N O
g
= 01
rM
N n oD M
C
C N N L6
a U Z n
N
.i m
.6 CD
0
L
N 6 U
a o C
E . o -1
L H m °D
4) v°
vi N U
C C :E C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.3
�O
�O
ZD
�O
<
O V
o0
N O
o U
�7
7
W
N N
W O
W�d'W Oh�1
c6 N O
w
> o m M
n/
oQ Ow
Lo
Z
w > "2 Lr1
LU
N
C:) C O
4—
v
a�
t
v
1_
a
v
a
111
W
a
I�
5 CL
m
O 3
I
N t40
ob
00
M
T �
N O
g
= 01
rM
N n oD M
C
C N N L6
a U Z n
N
.i m
.6 CD
0
L
N 6 U
a o C
E . o -1
L H m °D
4) v°
vi N U
C C :E C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.3
H
o �
�7
W�d'W Oh�1
W
w
�
z �
A
�
o
H
A
4—
v
a�
t
v
1_
a
v
a
111
W
a
I�
5 CL
m
O 3
I
N t40
ob
00
M
T �
N O
g
= 01
rM
N n oD M
C
C N N L6
a U Z n
N
.i m
.6 CD
0
L
N 6 U
a o C
E . o -1
L H m °D
4) v°
vi N U
C C :E C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.3

. C SAN---- SAM
HW3 i�
--------------------------------- I �-
i � 1
(� Top of Basin =763.76
I
50 Yr. HWL763.44
10 Yr. HWL- _763.34
(4) 36 "x9" Window W_Qv & CPv Max. HWL= 763.26
'
__- Prop.15 "st � � ire Mesh Top of 3" Double
50% w 1 Yr.CPv= 762.89
®0. I
763.26 WQv= 762.42 Hammered Mulch 762.26
762.01
;.:.'.
To of Media'
" k
16�:g8
-
"
I
__ 36 SQrr
• . . . . . . � 15 " Diameter , .. , _• , _
Prop. PCCE Storm Sewer Pipe To of Stone
N - Inv.= 760.7 P
y ' 758.76- 759.01
-� - - - -- I
I - - - --- Inv.=760.75
1
Filter Fabric
6" Prop. _ Inv= - - -- Flowable Fill
V, . . 3'xlO' __ -- - - 7so.5o - - - -- - -- 6" Diameter Preforated
.4;6 BMP 5 Drop Inlet 758.75 Storm Sewer Pipe 0 O.00X
�z
sa PROPOSED BMP 5 OUTLET STRUCTURE 14 DETAIL
Not To Scale
mvl!
r
aN
N
w
31
Boa
ao
N0
pj U
an
6C4
\N
Of
ON
U�
0
� N
0";
o�
o�
I
. 4
I�
o..
sx
PLANT SCHEDULE
TREES
QTY
BMP 1
BMP 2
BMP 3
BMP 4
BMP 5
BMP 6
BOTANICAL NAME
COMMON NAME
SIZE
CONDITION
BD
8
42
4
735 SF
17
5
2
Betula nigra ' Duraheat'
Duraheat River Birch
2" Cal,
B &B
CA
5
Provided
(ft)
3
2
Type
No.
Celtis laevigata 'All Seasons'
All Seasons Hackberry
2" Cal,
B &B
PO
4
Feet
5
0.43
1 0.33
1 78%
1 878
Platanus occidentalis
American Sycamore
2" Cal,
B &B
QW
6
3
1 0.14
1 69%
3
1 413
1 217
Quercus phellos ' Wynstar'
Wynstar Willow Oak
2" Cal,
B &B
DI
SHRUBS
QTY
BMP 1
BMP 2
BMP 3
BMP 4
BMP 5
BMP 6
BOTANICAL NAME
COMMON NAME
SIZE
CONDITION
AA
54
11
20
3
12
6
3
Aronia arbutifolia 'Brilliantissima'
Brilliant Red Chokeberry
36" Ht.
Cont.
HH
43
5
17
6
6
7
3
Hamamelis virginiana 'Harvest Moon'
Harvest Moon Witch Hazel
36" Ht.
Cont.
IS
33
4
12
4
7
6
3
Ilex verticillata 'Southern Gentleman'
Southern Gentleman Winterberry
36" Ht.
Cont.
IW
48
9
14
5
9
6
3
Ilex verticillata 'Winter Red'
Winter Red Winterberry
36" Ht.
Cont.
LB
39
3
9
6
12
7
3
Lindera benzoin
Spicebush
36" Ht.
Cont.
GRASSES
QTY
BMP 1
BMP 2
BMP 3
BMP 4
BMP 5
BMP 6
BOTANICAL NAME
COMMON NAME
SIZE
CONDITION
PH
19
9
10
Panicum virgatum 'Heavy Metal'
Heavy Metal Switch Grass
#5
Cont.
757.76
(3)IS
S
11 I
�I
Rim = 767.75
Inv. In= 763.00
Inv. Out= 760.75
�I
I
IProp. PCCE
(2)BD
00
c0
Proposed Davidson
Retirement
Residence
35,860 S.F.
Four Stories
FFE= 767.80
Prop. Cleanout
(TYP)
427 DAVIDSON LLC
PIN 00321120
Zoned: LPA
DB 24542/232
4.37 ac.
BMP #
SF
Stems
Required
Stems
Provided
Trees Required
(10%)
Trees Provided
Shrubs
R qu ed
Shrubs
Provided
5
2039 SF
47
47
5
5
42
42
6
735 SF
17
17
2
2
15
15
Number of Stems Based upon 1000 Stems /Acre for Bioretention
Lake Comelius Prop Grate Per NCDOT
NWL= 757.18 9 Top of Grate = 767.75
Top of Basin = 767.00
50 Yr. HWL= 766.62
10 Yr. HWL= 766.57
(4) 36 "x9" Window WQv & CPv Max. HWL= 766.50
w/Wire Mesh Top of 3" Double 1 Yr.CPv= 766.26
766.50 WQv= 765.67 Hammered Mulch 765.50
a.:. •., 765.25
Top of Mediat
36" SO R:
7.
Inv. =764.0 >• Top of Stone
762.0- 762.25
12" Diameter
Storm Sewer Pipe
761.00
Filter Fabric
Inv.= 760.75 6" Diameter Preforoted
Storm Sewer Pipe ® 0.0096
PROPOSED BMP 6 OUTLET STRUCTURE 9 DETAIL
Not To Scale
NOTES
1. All underdrain shall slope ® 0.0X.
2. Per Charlotte- Mecklenburg BMP Plant List (Appendix A, Note
10) for required shrub calculations grasses may be included
as shrubs for up to 25X of the shrub requirement if planted
in #5 or #7 containers.
NOTE
The underdrain system should be equipped with 6 -inch minimum
perforated Schedule 40 or stronger PVC pipe or double -wall
HDPE pipe. Perforations shall be per AASHTO M278 for PVC pipe,
AASHTO M252 for double -wall HDPE pipe, or be % inch in
diameter spaced 3 inches on center along 4 longitudinal rows
that are spaced 90' apart. The pipes may be installed with 0%
grade or sloped with a maximum spacing of 10 feet on center.
DRAINAGE STRUCTURE / PIPE DATA
� `
��•`��N Z/
• ••EVANS ••.,•
4 4
� 1 S io'! y
WQv 75X
WOv
Surface
Surface
Mulch Top
Downstream
BMP #
Watershed
Impervious
%
Minimum
Provided
Area
Area
Elevation
Underdroin
W
Area (Ac)
Area (Ac)
Impervious
(cf)
(cf)
Minimum
Provided
(ft)
Invert (ft)
Reference
Type
No.
Elevation
Elevation
Invert In
(sf)
(sf)
Out
Feet
5
0.43
1 0.33
1 78%
1 878
1 1072
1 506
1 2039
1 762.26
1 760.76
6
0.21
1 0.14
1 69%
1 380
1 413
1 217
1 735
1 765.50
1 764.00
Lake Comelius Prop Grate Per NCDOT
NWL= 757.18 9 Top of Grate = 767.75
Top of Basin = 767.00
50 Yr. HWL= 766.62
10 Yr. HWL= 766.57
(4) 36 "x9" Window WQv & CPv Max. HWL= 766.50
w/Wire Mesh Top of 3" Double 1 Yr.CPv= 766.26
766.50 WQv= 765.67 Hammered Mulch 765.50
a.:. •., 765.25
Top of Mediat
36" SO R:
7.
Inv. =764.0 >• Top of Stone
762.0- 762.25
12" Diameter
Storm Sewer Pipe
761.00
Filter Fabric
Inv.= 760.75 6" Diameter Preforoted
Storm Sewer Pipe ® 0.0096
PROPOSED BMP 6 OUTLET STRUCTURE 9 DETAIL
Not To Scale
NOTES
1. All underdrain shall slope ® 0.0X.
2. Per Charlotte- Mecklenburg BMP Plant List (Appendix A, Note
10) for required shrub calculations grasses may be included
as shrubs for up to 25X of the shrub requirement if planted
in #5 or #7 containers.
NOTE
The underdrain system should be equipped with 6 -inch minimum
perforated Schedule 40 or stronger PVC pipe or double -wall
HDPE pipe. Perforations shall be per AASHTO M278 for PVC pipe,
AASHTO M252 for double -wall HDPE pipe, or be % inch in
diameter spaced 3 inches on center along 4 longitudinal rows
that are spaced 90' apart. The pipes may be installed with 0%
grade or sloped with a maximum spacing of 10 feet on center.
DRAINAGE STRUCTURE / PIPE DATA
� `
��•`��N Z/
• ••EVANS ••.,•
4 4
� 1 S io'! y
Grate /Rim
V
As -Built
m xu
As -Built
Downstream
As -Built
Downstream
Downstream
Downstream
As -Built
Detail
Structure
Structure
Grate /Rim
As -Built
W
Invert
�Z
LI..I
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
-
762.16
762.16
-
A
_
_
-
NCDOT
838.01
DI
1
766.80
762.18
762.18
4.24'
15"
RCP CIII
0.50%
NCDOT
840.14
DI
2
766.20
762.54
762.54
71.76'
15"
RCP CIII
0.50%
NCDOT
840.14
DI
3
765.60
-
763.17
126.50'
15"
RCP CIV
0.50%
NCDOT
840.14
HW
HW2
-
762.16
762.16
-
_
_
-
NCDOT
838.01
DI
4
765.80
-
762.18
4.16'
15"
RCP CIII
0.50%
NCDOT
840.1 40.1 4
HW
HW3
-
762.26
762.26
-
_
_
-
NCDOT
838.01
CB
5
765.70
762.31
762.51
10.41'
15"
RCP CIII
0.50%
NCDOT
840.02
DI
6
766.60
-
763.07
111.31'
15"
RCP CIII
0.50%
NCDOT
840.14
HW
HW4
-
762.26
762.26
-
_
_
_
NCDOT
838.01
CB
7
766.10
-
762.28
4.74'
15"
RCP CIII
0.50%
840.02
NCDOT
HW
HW5
-
760.50
760.50
-
_
_
_
838.01
DI
8
764.50
760.60
760.70
15.38'
15"
RCP CIV
0.65%
NCDOT
840.14
NCDOT
DI
9
767.75
-
761.38
135.93'
15"
RCP CIII
0.50%
840.1 40.1 4
HW
HW6
-
762.10
762.10
-
-
-
-
NCDOT
838.01
CB
10
765.80
-
762.12
4.50'
15"
RCP CIII
0.50%
NCDOT
840.02 40.02
FES
FES1
-
760.50
760.50
-
-
-
-
20.23A
NCDOT
DI
11
764.15
-
760.66
32.13'
18"
RCP CIV
0.60%
840.14
FES
FES2
-
760.50
760.50
-
-
-
-
20.23A
DI
12
765.50
-
760.68
30.79'
15"
RCP CIII
0.60%
NCDOT
840.14
FES
FES3
-
760.50
760.50
-
-
-
-
20.23A
DI
13
765.75
-
760.82
52.68'
15"
RCP CIII
0.60%
NCDOT
840.14
FES
FES4
-
760.50
760.50
-
-
-
-
20.23A
DI
14
764.50
-
760.75
50.79'
15"
RCP CIV
0.50%
NCDOT
840.14
FES
FES5
-
760.50
760.50
-
-
-
-
20.23A
CB
15
764.30
760.82
760.62
23.68'
15"
RCP CIII
0.50%
NCDOT
840.02
CB
16
764.10
-
760.97
29.76'
15"
RCP CIV
0.50%
NCDOT
840.02
CAR p'''%
� `
��•`��N Z/
• ••EVANS ••.,•
4 4
� 1 S io'! y
• 1
V
_
MECHWART
• HAMBLETON & :
m xu
TILTON, INC. _
6
No. F -1016 .�,V =
9
OF A
o
��`���°�
Y �a
Z
O
W
z
0
H
x
v
w
A
w
A
a
N N
C oD M
c NN Vi
�•N UZn
�
.i oo
o6 co
�o
O c o
r
N pU"
E d o O
E.
_ ai
0
TN 2
cc,)
(n L H m °D
N -7°
v
� 4) U
vi N U
C: c i c
0 0) 0
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.4
0
5
.o
t
�0
a
0
3
Oa�
o
N O
O U
�7
Ln
a
o0
W
O
�Z
LI..I
-o2>
N N
O
W�woW
6 N O
LU
> LM
> C-,
n/
LL
o Q Ow
`�
��L9 z
"CD
a
LU
N
O C O r\
Cn > ° .o
N N
C oD M
c NN Vi
�•N UZn
�
.i oo
o6 co
�o
O c o
r
N pU"
E d o O
E.
_ ai
0
TN 2
cc,)
(n L H m °D
N -7°
v
� 4) U
vi N U
C: c i c
0 0) 0
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.4
4
16J
5
CL
t
�
WH
0
3
O �
V
�7
Ln
a
o0
W
O
F-�
v°fi
W�woW
W
w
N
Ln
"CD
a
=g
o
Q
a
M
�
z �
A
�
O
H
A
N N
C oD M
c NN Vi
�•N UZn
�
.i oo
o6 co
�o
O c o
r
N pU"
E d o O
E.
_ ai
0
TN 2
cc,)
(n L H m °D
N -7°
v
� 4) U
vi N U
C: c i c
0 0) 0
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.4
4
16J
5
CL
t
m
a
0
3
V
Ln
a
o0
O
A
v°fi
M
N
Ln
"CD
a
=g
o
Q
a
M
N N
C oD M
c NN Vi
�•N UZn
�
.i oo
o6 co
�o
O c o
r
N pU"
E d o O
E.
_ ai
0
TN 2
cc,)
(n L H m °D
N -7°
v
� 4) U
vi N U
C: c i c
0 0) 0
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =10'
JOB NO.
2011 -0049
SHEET
C5.4

m
m
N �
O �
M
d
� N
N (V
M n
rn�
O
N
O
�Z
� I
o
Z
=a
I_
ON
c�
a�
N
J W
I
� O
as
0
NI
rim
U
I
N
N N
\N
of
'm
EI
O
W
K
O N
> N
o�
rn
W
J a
N .
�I
o_
o..
sX
Prop.
ell
Ex. Building
1
S Q /
Ex. Stm
;Catch Basin
Ex. Stm /
Catch /
Basin / \
0
Ex. FH
/ \ I
/Ex. San
Ex. San MH , �
/ " /
/ Ex. San MH
Ex. 2" Blow
off Valve
' / a / 1 / Ex. Parking
^obi ^rOa'� ' ;" /.y , / Lot
/ rop. Boundary
/
®4' / -- -764-_
AW
jP
ix --
/
1
/
Lake Cornelius
Ex. Water Edge
Elev. = 757.18
I � J
— I
r
I/
I
i
II
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
E3
Existing
Curb & Gutter Inlet
o
Existing
Storm Manhole
11
Existing
Storm Catch Basin
0
Existing
Sanitary Manhole
=
Existing
Hydrant
$
Existing
Water Valve
JN�
Existing
Water Meter
�
Existing
Utility Pole
Existing
Guy Wire
#
Existing
Light Pole
o
Existing
Gas Marker Post
Existing
Gas Meter
Flow Arrow
Tributary Boundaries
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
CARp'''%
` ,�
��•`��N z /
• ••EVANS ••.,•'4,��
4� 4
y
11Fy}
5
�o
MECHWART 6. _u
• HAMBLETON &
TILTON, INC.
w
No. F -1016 .�,V =
9
�
q�F "OF.,
o0
a
Y �a
z
O
z
0
H
x
U
w
A
w
A
x
x
N N
M
C N
C N �
oUZ�
H
.i m
W
O
O c r t
N p r U l`
d o O
E
� � N
TN M
OZ�o
L H m °D
N • O
C
< N U
vi N U
C: C: C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C6.0
a
�o
5
�o
L-
0
w
0
L=
O V
o0
�
N 0
o U
Ln
a
o0
W
N N
O
�O
6 N O
w>o
LM
n/
LI_
oQOw
=
-Z
�z�
>�
w �' in
LU
N
C:) C O
o H
rnC°
> ) �O
N N
M
C N
C N �
oUZ�
H
.i m
W
O
O c r t
N p r U l`
d o O
E
� � N
TN M
OZ�o
L H m °D
N • O
C
< N U
vi N U
C: C: C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C6.0
a
4-
5
rr—,1
L-
H
w
0
3
W
�
ICI
Ln
a
o0
A
�O
A
�
zFOow
o
0
=
�z�
O
w
�
o H
�
O
F�
A
N N
M
C N
C N �
oUZ�
H
.i m
W
O
O c r t
N p r U l`
d o O
E
� � N
TN M
OZ�o
L H m °D
N • O
C
< N U
vi N U
C: C: C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C6.0
a
4-
5
L-
m
a
0
3
V
Ln
a
o0
A
�O
Ur
H
0
=
•
a
=g
O
o
15
N
N N
M
C N
C N �
oUZ�
H
.i m
W
O
O c r t
N p r U l`
d o O
E
� � N
TN M
OZ�o
L H m °D
N • O
C
< N U
vi N U
C: C: C
O m� O
7 C O L
w w s a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C6.0

m
N
Y
U
Qa
O
N
o�
M
O N
\(V
\N
m�
EN0
z
oz
� I
3a
I
�U
I
04
+�+ N
aa�
N
J
W
X I
a°
a
rnof
M
a�
a�
I
O N
N �
�0
O N
mN
� N
V0
s°
N
s�
a�
ml
a.
o:
o..
oX
i�
r
Ex. Building
Ex. Stm - I . /� / / / C r— —.
Catch Basin,'
Ex. Stm \ I
Catch /
,Basin
Prop. Bounds
NOTE: Because of grade challenges
the proposed 5,570 SF of ; ; �� . /// /
impervious area cannot be �
physically placed in BMP's. This �' / / / ; j' p '' /
additional impervious has been / / , ,, ; / o Parking
Ex. /
taken into account in BMP design. FES5 rop. Boundary
--- -764_
/ I,.'' • ^�; � Ex. Light Pole
(TYP)
ry
;i'' ' • _ ` Ex. Building 1 I
/ J
16 r
Lake Cornelius w
.' X65
0')
Total: 6,595 SF 767 �Al
O• 7 Impervious: 5,570 SF n`O
766
8
d•
rop. Boundary
- - - - -- - HW6 �' BMP 1 �
♦ ;,'•
/ (D - - - - -- 1,516 SF O -
6
-------------- _ - - - -� — \
Prop. Bounda - - — - - - 10
Ex. Water Edge
•' ;
Elev. = 757.18 766 BMP 1 h \
Total: 18,813 SF
-- ` •. '
Impervious: 14,971 SF ' _ • i, r ; r
,- --------------- '
• 5
n 00
30' Offset of 4
- _ • •' , �`b % ^co b ;
760 Elevation f,. -' - __ ____- - - - - -- - -- • 16 ;
HW3
766 Y1'.•..:�•+r e, :• ° ; • ;
y l - BMP 5 % O ;
I ❑ ❑ ❑ Total 18,665 SIF
Impervious: 14,567 SIF
,/' )i :!' ❑ ❑ BMP 6 �6 - J -' HW4 ; Ex. Water Edge
e �y 735 SF - I i Elev. = 757.18
../' • ❑ _ BMP 5 - ;'
/ ,76 j6� ; 766.50 -
/ �' 2,577
427 DAVIDSON LLC SF ,��o, %
BMP 2 ; PIN 00321120 • BMP 6 • _, - -- ❑ _ o�
/ Total: 45 784 SF Zoned: LPAko
-- - - - --; Total: 9,055 SF -
- Impervious 34,350 SF DB 24542/232 ' Impervious: 6,257 SF Q0 acs
4.37 ac. • - - -- ,1
W
0 4001�(16 40111111111111111 1b'
i / - -- BMP 4 '
;
Total: 22,298 SF
/
;/ Proposed Davidson Impervious: 15,509 SF
1
'; Retirement
• BMP 3 Residence - - --- ❑
;'� n`O • / Total: 8,671 SF -'76 35,860 S.F. / X65 1
922 SF - -- \ - rop. Boundary
• _ Four Stories ❑ 6'> \
/
Impervious 6 ® - _
/ FFE= 767.80 -- ----- \ / • = '
66-
h _ =CA ;
HW1 , -- — - - - - -- __ --
BMP 4 - - - - -- �
/ dow 2,222 SF
13
!\ 6' • 6 " 1� / / - ------ 767 763
CIV n` BMP 3
BMP 2 _ • .50 • '
� ��` � ,1,166 SF
3,926 SF _ _
-- -- - - - - -_ /
i
762.75 - — -
r 763.75 - 764 - - -- - -- -
....765
` ___ -_
HW2 b•4. - "763
/ poop - _
� uture Tributary' _ 3
4 Boundary
101- ------ - __ - -
- -
30' Offset of
760 Elevation FES
r \ -
rap. Boundary
-- - ---- - - - - --
O, • _763 / �� - -- -- - - -- = - - -- _ <_ = == °_ = = == - -- -- - -- ---- -- -
FES1 - - - - -- �6 - ------ - - - - -- __= = - - - -� -_
- -- - -'I6Q- fig- - - - - -- --------------------------
_ .. _ ----- ---------- - - - - -- Ex. Water Edge
\ ---- __ - - -- - -- ------------------ - - - - -- --- - - - - -- Elev. = 757.18
NOTE: BMP 2 has been sized to
take into account the additional
1,887 SF of impervious area which
may be added by Future Parking.
Lake Cornelius
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
E3
Existing
Curb & Gutter Inlet
o
Existing
Storm Manhole
❑
Existing
Storm Catch Basin
o
Existing
Sanitary Manhole
Existing
Hydrant
Existing
Water Valve
�W?
Existing
Water Meter
Existing
Utility Pole
Existing
Guy Wire
#c
Existing
Light Pole
o
Existing
Gas Marker Post
x
Existing
Gas Meter
�-►
Flow Arrow
Tributary Boundaries
z
O
z
0
E~
x
v
w
A
W
Fd'
A
0
�O
ZD
�40
O V O !1)
N 0
o U
W N N
O
c6 N O
- O � -0
`U > 0 � M
n/ oQOw
LI_ `c
���Z
H w > �' Lfl
N
� C O
rn >o�'�O
CL
E~
O �
a Ewa
W
O �
H � a
A
1 5
t
v m
L
V 40
a o0
O �1
M
U
in
0
LL
•W o
a =g
o 5
c N N oD M
C
C N N
Zn
—N
.i m
W
O
O c r
6 U E
E tL 0 ou
• U
Ul L
= O H E
� a o 2)
C v
< U
vi N U
C :E C
o 0) 0
7 C O L
wwc�7a
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
111111111111,
;t gaff
���IIIN CARP'''% h {:' 2011 -0049
...... / '' 4`
GRAPHIC SCALE �����:• ..EVANS ••�q''': J1Fy i -
MECHW ART
•
_ u
0 15 30 60 - HAMBLETON & �� a�, SHEET
TILTON, INC.
No. F -1016 .�,� = 9
•. C6.1
. 1.
1 inch = 30 feet %,
OF Y111111�```��

Water Utility Enlargmcnt
Prop.8"WM CMUD
Job #100 -14 -001 Prop.6 "Line
2 "B.O. Prop.90'
Pro
P• Bend 31 of
Prop.90' I
Bend Prop.1.5"Valve
Prop.3"Valve
Prop.1.5" II Prop.6"Valve
Irrigation
Meter
Prop.6 "Detector
Prop.3" Check & 1 "
Compound ( Detector Meter
Meter I
14 LF of Private 18 LF of Private
3" Dom. Line 6" Fire Line
(Meter- Increaser) (Meter- Increaser)
Prop.(2)90'
Bends I
1� 1
Prop.1.5 "BFP Prop.3" and 6" BFP
Pad Elev.= 763.50 Pad Elev.= 763.50
(See Note B) (See Note A) N
/i Y / Ti
Prop.3 "x4" Prop.6 "x8"
Increaser 1 I / / Increaser I
GRAPHIC SCAL
0 5 10
1 inch = 10 feet
Lake Cornelius
Prop. Bou
Ex. 8" WM
CMUD Job#
100 -88 -239
Ex.18 "Stm • / / �JS�V/ /,/ / / /
Ex. Building
Prop.2'Sid Esmt Catch B� in
Ex. Stm
Catch /
Ex.FH / , Basin
Prop. = Bounds
Ex.2"B.0 & 2 "G.v
(To be Removed)
Prop.8"WM
/ Ex. San MH Ex. San MH
CMUD Job# / Ex. Rim= 765.10 . \
100 -14 -001 Ex. Inv. (NE)= 760.10
(See CMUD Water Main Ex.PVMT Ex. Inv. (SW)= 760.18 /
Improvement Plans) (T BR) Pryop. Inv.'(SW)= 760.30 /
Prop.8"WM Ex. San Esmt /
CMUD FESS ` / / ,
Job #100 -14 -001 (Typjight Pole /
/
Prop.2 "B.O. / Prop.
90' Prop. 74' of Public 8 "0 0.60%
See This Sheet Bend CMUD Job# 100 -14 -501 _
for Enlargement
Prop.3 "x4"
i
/ V* ( `
Prop.MH
(TYP)
BMP 6
MH -3
Rim = 766.87
Inv.(NE)= 762.23
Inv.(W)= 762.33
MH -5
Rim = 767.60
Inv.(N)= 763.21 U Fo
427 DAVIDSON LLC
PIN 00321120
Zoned: LPA
- Casm t = 0.25 . ;
'" u Prop.FH Prop. 9 35,860 S.F. DB 24542/232
Pro FDC To 45'Bend 37 LF of 4" DIP through Four Stories 4.37 ac.
aN / Have 10' ( Prop. casing. FFE= 767.80
N • = Clearance Prop. Generator Prop. 29 LF of 16" Steel ..
29 LF of 45' Prop. Casing (t = 0.25 ") ❑
oC11 o Private 8" Fire Bend 22.5' 37 LF of 8" DIP through
N- / " (Bldg -FDC) Bend casing.
Mo / =:. ❑
UL
!
\N I I ..:.:.:f.:
a, vi .•
m o 3 t:.. d•
00 I I Y3
I •
E ❑
°
3N Lake Cornelius I : �/ ::. •. �:::.
r • %' ' •.e , BMP 4
•,p
1
W N
'S t
EL ... .....
:•. •:. .•'.: 13
l :: . • .
v rc
CO
.
c
ce
N N Ba
vsssssssss:.:. .. .
::�::: :::rii::::.i;: Prop.
M
N
a :..
�- BMP 3 ,
N BMP 2 12 <' •; y
N / _ ••• ip .,:::::: •• Prop. Sidewalk
•
... ...................
.................�.�
HW2.................
\i a
Eu)
O
a V ... : ::... /
_ �s
•••••• FES3
...........,.._ CL
. ...............
mN I /
in : FES2
:.
9 T \ ti� 30 Offset of
_ _ ' J.:.: 760 Elevation
�� ^� /
. .........................
Vii' :•::::•.. � ::::::: ::::::: • • j �
O ES
F 1 /
OW Ex. Water Edge
r,: N Elev. = 757.18
i� rop. Boundary
Lake Cornelius
o..
sX
i�
P Boundary
X
0§2
--o-SAS
fSTM�
13
WV
LEGEND
EXISTING
Right of way
Property Line
Parcel Line
Building Setback
- - Easement
Building
- - - - - - - Edge of Pavement
- - - - - - - Back of Curb see sheet C9.1
X Fence
__V_ Sign
Prop. Rip Rap
- ;SAN- -
L
- 13 STM - -
Storm Service
Prop.
2000
- c -
Communication Line
Gallon
Grease
-GM-
Gas Service Line
Trap
Underground Electric Line
- OHE -
Overhead Electric Line
Prop.
Overhead Utility Wire
le
Telephone Pole
Transformer
Guy Wire
'
Prop. Covered
n/
LL
Light Pole
Dumpster
Proposed Davidson
B
Enclosure
2
Retirement
o
Prop. 29
LF of 12" Steel
Residence
BMP 6
MH -3
Rim = 766.87
Inv.(NE)= 762.23
Inv.(W)= 762.33
MH -5
Rim = 767.60
Inv.(N)= 763.21 U Fo
427 DAVIDSON LLC
PIN 00321120
Zoned: LPA
- Casm t = 0.25 . ;
'" u Prop.FH Prop. 9 35,860 S.F. DB 24542/232
Pro FDC To 45'Bend 37 LF of 4" DIP through Four Stories 4.37 ac.
aN / Have 10' ( Prop. casing. FFE= 767.80
N • = Clearance Prop. Generator Prop. 29 LF of 16" Steel ..
29 LF of 45' Prop. Casing (t = 0.25 ") ❑
oC11 o Private 8" Fire Bend 22.5' 37 LF of 8" DIP through
N- / " (Bldg -FDC) Bend casing.
Mo / =:. ❑
UL
!
\N I I ..:.:.:f.:
a, vi .•
m o 3 t:.. d•
00 I I Y3
I •
E ❑
°
3N Lake Cornelius I : �/ ::. •. �:::.
r • %' ' •.e , BMP 4
•,p
1
W N
'S t
EL ... .....
:•. •:. .•'.: 13
l :: . • .
v rc
CO
.
c
ce
N N Ba
vsssssssss:.:. .. .
::�::: :::rii::::.i;: Prop.
M
N
a :..
�- BMP 3 ,
N BMP 2 12 <' •; y
N / _ ••• ip .,:::::: •• Prop. Sidewalk
•
... ...................
.................�.�
HW2.................
\i a
Eu)
O
a V ... : ::... /
_ �s
•••••• FES3
...........,.._ CL
. ...............
mN I /
in : FES2
:.
9 T \ ti� 30 Offset of
_ _ ' J.:.: 760 Elevation
�� ^� /
. .........................
Vii' :•::::•.. � ::::::: ::::::: • • j �
O ES
F 1 /
OW Ex. Water Edge
r,: N Elev. = 757.18
i� rop. Boundary
Lake Cornelius
o..
sX
i�
P Boundary
X
0§2
--o-SAS
fSTM�
13
WV
LEGEND
EXISTING
Right of way
Property Line
Parcel Line
Building Setback
- - Easement
Building
- - - - - - - Edge of Pavement
- - - - - - - Back of Curb see sheet C9.1
X Fence
__V_ Sign
GENERAL UTILITY NOTES
1. A minimum cover for PVC pipe shall be two feet. When there is less than
two feet of cover available, water and sewer lines shall be constructed of
ductile iron pipe.
2. Water lines to be constructed with three feet minimum and ten feet maximum of cover.
3. Utility Contractor is responsible for obtaining engineers certification of water & sewer lines.
4. All water and sewer lines to have copper line attached for use in locating
water and sewer line at a later date.
5. Utility Contractor to submit as -built drawing prior to release of retainage. This drawing will be
revised to reflect any changes from the original plan. All water valves shall be located from
two fixed visible points.
6. Contractor shall verify location and size of any underground utilities prior to
commencement of construction.
7. Contractor is fully responsible for contacting appropriate parties and assuring
that existing utilities are located prior to the commencement of construction.
Call 1/800/632 -4949 48 hours prior to commencement of work for utility
locating services.
8. Water main crossing elevations at storm drainage are approximate. There should be a min.
18" vertical separation between the water and sewer lines. When there is less than 18"
vertical separation (water over sewer), the sewer and water lines shall be constructed of
ductile iron pipe for a distance of 10' on each side of the point of crossing. Where water
lines cross under sewer, the sewer and water lines shall be constructed of ductile iron
pipe for a distance of 10' on each side of the point of crossing, regardless of vertical
separation. Watermain to be 10' Minimum horizontal separation with all utilities.
9. No service valves are to be installed in paved areas (ie. streets, curbs,
sidewalks, driveways, etc.). Valve locations on the plan are schematic in nature (due to scale
of drawing and actual size of valve). If service valves cannot be located outside of a paved
area, contact the owner prior to installation of the valve.
10. Water line construction shall be in accordance with the CMUD standards and specifications.
11. Utility Contractor to leave all water valve sleeves and terminal sanitary sewer
clean- outs 2' above finished grade (cap to prevent contamination). Paint water extensions
blue. supply owner with cast iron valve boxes(see specs.) (which fits onto sleeve) and have
"water" imprinted. Owner to install as buildings are completed. Note: if government or
municipal approval cannot be obtained sleeves and cleanouts set to finish grade. Utility
Contractor to accomplish at no additional cost to owner.
12. No cleanouts are to be installed in paved areas (i.e. streets, curbs, sidewalks,
driveways, etc.) cleanout locations on the plan are schematic in nature (due to the scale of
drawing and actual size of cleanout). If cleanout cannot be located outside of a paved area,
and owner directs Contractor to install cleanout in paved area, then Contractor shall install a
valve box (per specs) imprinted with "sewer" over the cleanout.
13. There shall be no taps, piping branches, unapproved bypass piping, hydrants, fire dept.
Connection points, or other water -using appurtenances connected to the supply line between
any water meter and its CMUD- required backflow preventer.
14. Each CMUD- required BPA is required to be tested by a CMUD- approved certified tester prior
to placing the water system in service.
15. Thrust blocking to be provided at each bend.
16. There are 0 setbacks associated with proposed development.
17. All proposed streets /drives are private.
18. The elevation of the relief valve outlet on the A/G RPPA BPA must be 1' minimum above 100
year floodplain elevation.
CERTIFICATION NOTES
1. Contractor shall assist engineer in determining quality of water and of construction of water
and sewer mains.
2. Contractor shall coordinate with surveyor for acquiring elevations on rims and inverts (in &
out), manhole locations, and distances. Surveyor's information will need to be sealed.
3. Contractor shall provide engineer a copy of as- builts of water and sewer main lines with the
services and laterals. Service (and valves, fire hydrants, manholes, etc.) and the laterals are
to be measured from the down stream manhole.
4. An original report from the lab of the passing water quality test shall be forwarded to the
engineer. A statement from the lab needs to say that the water is suitable for domestic use.
5. A letter stating the results of the pressure tests performed on the water mains shall be
submitted to the engineer.
6. Air tests on manholes, mains, or laterals will be required. Contractor should anticipate pulling a
mandrel for 100% of sewer mains. Flowing water in laterals will also be required.
7. The engineer is to be notified at the beginning of construction of the water and sewer lines.
CROSSING TABLE
Prop. Rip Rap
- ;SAN- -
Sanitary Service
- 13 STM - -
Storm Service
- -WM- -
Water Main
- c -
Communication Line
- -FO- -
Fiber Optic
-GM-
Gas Service Line
- -E-
Underground Electric Line
- OHE -
Overhead Electric Line
- -OHW- -
Overhead Utility Wire
le
Telephone Pole
Guy Wire
El FE.
Electric Transformer
n/
LL
Light Pole
Yard Light Pole
B
Traffic Signal Pad
2
Gas Valve
o
Gas Marker
®
Fiber Optic Box
�s
Water Valve
w W
Fire Hydrant, FDC Connection
C/0
Sanitary Cleanout
GENERAL UTILITY NOTES
1. A minimum cover for PVC pipe shall be two feet. When there is less than
two feet of cover available, water and sewer lines shall be constructed of
ductile iron pipe.
2. Water lines to be constructed with three feet minimum and ten feet maximum of cover.
3. Utility Contractor is responsible for obtaining engineers certification of water & sewer lines.
4. All water and sewer lines to have copper line attached for use in locating
water and sewer line at a later date.
5. Utility Contractor to submit as -built drawing prior to release of retainage. This drawing will be
revised to reflect any changes from the original plan. All water valves shall be located from
two fixed visible points.
6. Contractor shall verify location and size of any underground utilities prior to
commencement of construction.
7. Contractor is fully responsible for contacting appropriate parties and assuring
that existing utilities are located prior to the commencement of construction.
Call 1/800/632 -4949 48 hours prior to commencement of work for utility
locating services.
8. Water main crossing elevations at storm drainage are approximate. There should be a min.
18" vertical separation between the water and sewer lines. When there is less than 18"
vertical separation (water over sewer), the sewer and water lines shall be constructed of
ductile iron pipe for a distance of 10' on each side of the point of crossing. Where water
lines cross under sewer, the sewer and water lines shall be constructed of ductile iron
pipe for a distance of 10' on each side of the point of crossing, regardless of vertical
separation. Watermain to be 10' Minimum horizontal separation with all utilities.
9. No service valves are to be installed in paved areas (ie. streets, curbs,
sidewalks, driveways, etc.). Valve locations on the plan are schematic in nature (due to scale
of drawing and actual size of valve). If service valves cannot be located outside of a paved
area, contact the owner prior to installation of the valve.
10. Water line construction shall be in accordance with the CMUD standards and specifications.
11. Utility Contractor to leave all water valve sleeves and terminal sanitary sewer
clean- outs 2' above finished grade (cap to prevent contamination). Paint water extensions
blue. supply owner with cast iron valve boxes(see specs.) (which fits onto sleeve) and have
"water" imprinted. Owner to install as buildings are completed. Note: if government or
municipal approval cannot be obtained sleeves and cleanouts set to finish grade. Utility
Contractor to accomplish at no additional cost to owner.
12. No cleanouts are to be installed in paved areas (i.e. streets, curbs, sidewalks,
driveways, etc.) cleanout locations on the plan are schematic in nature (due to the scale of
drawing and actual size of cleanout). If cleanout cannot be located outside of a paved area,
and owner directs Contractor to install cleanout in paved area, then Contractor shall install a
valve box (per specs) imprinted with "sewer" over the cleanout.
13. There shall be no taps, piping branches, unapproved bypass piping, hydrants, fire dept.
Connection points, or other water -using appurtenances connected to the supply line between
any water meter and its CMUD- required backflow preventer.
14. Each CMUD- required BPA is required to be tested by a CMUD- approved certified tester prior
to placing the water system in service.
15. Thrust blocking to be provided at each bend.
16. There are 0 setbacks associated with proposed development.
17. All proposed streets /drives are private.
18. The elevation of the relief valve outlet on the A/G RPPA BPA must be 1' minimum above 100
year floodplain elevation.
CERTIFICATION NOTES
1. Contractor shall assist engineer in determining quality of water and of construction of water
and sewer mains.
2. Contractor shall coordinate with surveyor for acquiring elevations on rims and inverts (in &
out), manhole locations, and distances. Surveyor's information will need to be sealed.
3. Contractor shall provide engineer a copy of as- builts of water and sewer main lines with the
services and laterals. Service (and valves, fire hydrants, manholes, etc.) and the laterals are
to be measured from the down stream manhole.
4. An original report from the lab of the passing water quality test shall be forwarded to the
engineer. A statement from the lab needs to say that the water is suitable for domestic use.
5. A letter stating the results of the pressure tests performed on the water mains shall be
submitted to the engineer.
6. Air tests on manholes, mains, or laterals will be required. Contractor should anticipate pulling a
mandrel for 100% of sewer mains. Flowing water in laterals will also be required.
7. The engineer is to be notified at the beginning of construction of the water and sewer lines.
CROSSING TABLE
A
STM INV 15 = 759.13
( )
SAN INV 8 = 761.00
(�
=
CLEARANCE .625 f
B
STM INV (12 ") = 760.40
SAN INV (8') = 762.09
CLEARANCE = .69' f
C
STM INV (6 ") = 763.64
SAN INV (8') = 761.98
CLEARANCE = .99' f
NOTE A:
3" and 6" Reduced Pressure BPA Installed Above Ground With Insulated Enclosure Per CMUD
Requirements. Enclosure To Include Drain Port For Discharge Water Per CMUD Requirements.
See CMUD Detail No. 2 on Sheet C9.5. Proposed 3" and 6" Backflow Preventors shall be
located within 1 hotbox.
OTE B:
5" Reduced Pressure BPA Installed Above Ground With Insulated Enclosure Per CMUD
-quirements. Enclosure To Include Drain Port For Discharge Water Per CMUD Requirements,
.e CMUD Detail No. 1 on Sheet C9.5.
FEMA NOTE
1. The proposed Site is not located inside of the 100 year floodplain. Adjacent Lake Cornelius is
a subset of Lake Norman. Lake Norman has a full pond elevation of 760.
2. According to the Federal Emergency Management Agency's Flood Insurance Map, dated March
02, 2009, the subject tract shown herein lies within Zone "X" (areas protected by levees from
1% annual chance flood), Community Panel No. 3710464400 K.
3. In areas where the Floodway Regulations are applicable, the Future Conditions Line, FEMA Flood
Fringe Line, Community Encroachment Line, and FEMA Floodway Encroachment Line shall be
shown on the preliminary plan and the final plat. An application for a Floodlands Development
Permit shall be submitted and approved to the County Engineering Department in accordance
with the requirements set forth in the City /County Floodway Regulations prior to plan approval.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
CMUD TRACKING NO. 600-13-548
%%�%;o CAR OZ
h x�� � ` /
(
�4•
.%t���/
........�
/fix
4`
51�Fy}
EVANS.,`y��'•,
.o
• MECHWART
••HAMBLETON &
m
TILTON, INC.
WH
No. F -1016 .�,� =
9
10,�'''�q�F OF
°o
Y �a¢
Z
O
CA
z
C
H
x
v
w
A
w
A
4-
v
a�
t
v
L_
a
i
V
W
a
I�
5 CIL
m
O 3
I
tR 40
0 c
M
U) in
�
. IL
N O
g
= O1
1 M
N 0D
U }
N
C, M
O'UZn
�. �00
0
OD
�`o•
o �L
E.2oc
Q M
L H m °D
U • O
Vo^
vi N U
C: i c
0 0) 0
> C O -C
wws D_
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C7.o
0
.o
Co
ON
�40
WH
L=
O V
°o
N 0
o U
v
LU
N
1.4
� O
c6 N O
w
0 mM
n/
LL
o ¢ Ow
`�
Z
A
w >
zxO�h�
N
o >°�o
4-
v
a�
t
v
L_
a
i
V
W
a
I�
5 CIL
m
O 3
I
tR 40
0 c
M
U) in
�
. IL
N O
g
= O1
1 M
N 0D
U }
N
C, M
O'UZn
�. �00
0
OD
�`o•
o �L
E.2oc
Q M
L H m °D
U • O
Vo^
vi N U
C: i c
0 0) 0
> C O -C
wws D_
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C7.o
�
WH
O �
v
W
w� W �
h•M•i
r ,
�•I
A
zxO�h�
I�
5 �
HQT•�j
w W
�
�
A
z �
o
�
H
A
4-
v
a�
t
v
L_
a
i
V
W
a
I�
5 CIL
m
O 3
I
tR 40
0 c
M
U) in
�
. IL
N O
g
= O1
1 M
N 0D
U }
N
C, M
O'UZn
�. �00
0
OD
�`o•
o �L
E.2oc
Q M
L H m °D
U • O
Vo^
vi N U
C: i c
0 0) 0
> C O -C
wws D_
DATE
September 11, 2014
SCALE
1" =30'
JOB NO.
2011 -0049
SHEET
C7.o

/ Prop.
5'Sidewalk
A- Ex. Building
Prop. Bounds Ex. FH
Ex. 2" Blow
Prop. Bounda off Valve
750' Hose
Pull Path / U
Prop. J / — A
3"x4"
Increaser / — I W
:. • / ` Ex. Building I q
Prop. Retaining
Wall w/ Rail /'.•, i �� II / / I
Prop. r 6"x8" �� �\�� / / / J I
Lake Cornelius 4 Dom. /Increaser \
:. Prop. I _
8 Fire00
\ .•;. \ I
�o
•. �: \ Z
�40
Pu101,Pathe .`,0` O (� o
I'• \ N O O
z C)2>
LUco
— •'BMP 1 J . • rop. Boundary -0
LU
150 Radius from ♦. ` •• r
Prop. Fire Hydrant • ' Ls w
i•. •• 1 1 1 o O o
Prop. Bounds :.::::: �::/"/ •� \ �>
• • e•
Ex. Water Edge • • ::: • • •' •
Elev. = 757.18 .:
.' • `�
750' Hose ` • r
B+F�te v Prop. Pull Path
:/ toP• 4" Dom. Z
/..• � ,, � ��
E -I
O
♦ , • • ❑ ❑ ❑ •BMP 6
A ~ ISI
:::' / Q�o� ❑ " BMP 5 ¢. Ex. Water Edge
❑ O [�
13
427 DAVIDSON❑ / ^
/ 0 e LLC :::. / ISI
PIN 00321120
r
Main FH Zoned: LPA � •:•• Prop. Retaining
DB 24542/232 Wall w/ Rail 47.5$ 5 a
I 4.37 ac.
o
c r ••' • / / V o
Ce
a m / Prop. FDC (To a 3
750 Hose Have 10' :' r
N i= Pull Path
Clearance ' ♦ V
o :�/ N
NO al
N / /
M � :. ❑ 6.58 21.00
ONE
::.. ,., .::•' :• " ,; r..FIRE APPLIANCEfeet — N IL
Eo I I ♦
ON
Track 8.00 =
Width 8.00 o
p�
E? ❑ ° ° ° O
OZ I ,�.. Lock to Lock Time 6.0 a
/ �....::
3a 750' Hose Steering Angle 33.3 a M
Pull Path / ::::::: N.T.S. M
'a / uhf
BMP 4
C1 110
o / ♦ 750' Hose
Pull Path , `
c N
♦ .'' �❑• _Nz^
CO
n o N .• /::: / 00
o x::::::::::sssss'::::ssssss####'s':s
i BMP 2 .... BMP 3 as }CD
.......................... ..
....::::..........................
...........................
.... ................ i M `
4
e 147 / E
C4 E
... ................ \ / L 'n m 210
.. �j .............. i� ........... N 5 O
�En Prop. Retaining — �......: :::..... :::�,
...........................................
� Wall w/ Rail :' j / iu
i N • ..... � � O 0I O
fns 2� LU Lu s a
DATE
v m .. \ /
FL
P '
° ::•...\ _ • • — Se tember 11 2014
N......... /
nom. .
.....................
Ex. Water Edge
to Elev. = 757.18
SCALE
lzw
C4cnm rop. Boundary 1" = 30'
w
i�
m�
L
U
o Lake Cornelius JOB No.
�Z
co
GRAPHIC SCALE ``� CAEn
0,�'
C N ( i'� 2011-0049
m� "
R Z�4,
0 15 30 60 '}
••EVANS
° Z MECHWARTLZ I
-xu
f C : HAMBLETON & _ SHEET
U 1 inch = 30 feet � • NIo. F-1016
-10 6
X
N OF A� Y�,

map
1/2- RADIUS
• I 3" RADIUS
• • ./
`• :. • d +.
d•. • • ' '
STANDARD 2' -6" CURB AND GUTTER
3" RADIUS
f0 '• b• •. P
:•.
2' -0" STANDARD CURB & GUTTER
APPROVED DATE: 02/2007
MECKLENBURG COUNTY'
LAND DEVELOPMENT
STANDARDS .,
5' TRANSITION FROM 4' WALK
TO 6' WALK. ALL WALKS MUST
BE A MIN. 6' WIDTH AT RAMP.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
N STANDARDS *.
Y
1/2" RADIUS 6 1' -0"
1/8" RADIUS
l 3" RADIUS
a,; 1/8" RADIUS
N
:.
1' -6" STANDARD CURB AND GUTTER
3" RADIUS
• 64 .•, .02 FT FT .03 FTC_
• ~ • • •••.
�• ••• ••d, e •
.03 FT /FT
2' -0"
SLOPE FOR VARIABLE
SUPERELEVATION RATES
STANDARD CURB AND GUTTER
3' -0" MIN. CONTINUOUS PASSAGE-----\X-7
m
SIDEWALK m I C C ml
W Y
EXP. JOINT
j 3 A- -A
X
6' -0" 4' -0" 6'-0"
PLAN VIEW- PARALLEL RAMP
SIDEWALK
EXP. JOINT 3' -0" MIN. CONTINUOUS
C-) PASSAGE
3
S'
m C g C Im
M
N N
O N
O N
M
� N
O z
. I
gal
OU
�N
�7
4 N
C
. w
C
O
mIL
J �
I
c�
U
O I
n
7:
o�
Fo
O N
'E'w-
O N
r°n �
rA M
JI
3N
'o
oN
ml
o�
0 x
OF WALK
JOINT
JOINT
JOINT SEALER 1/8" RADIUS (TYPICAL)
SURFACE OF GUTTER
s. 1d• ' .
e • e't •�
'i d •• • • •• • • 4• .
JOINT FILLER
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10 -FOOT INTERVALS. FOR VALLEY GUTTER,
A 10 -FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE ALTERED
BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 -FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
APPROVED DATE: 02/2007
NOT TO SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT
110.17AI k STANDARDS .:
FACE OF CURB
NOTE:
TRUNCATED DOMES COLORED
PER STD. NO. 10.35B
SLOPE A" 12:1
SLOPE "B" 1 /4 " /FT
SLOPE "C" 1 /2 " /FT
BACK OF WALK
VGROOVE JOINT
rEDGE OF PAVEMENT
CURB LIP
-EXP. JOINT
6'-0" 6 _0"
DIMENSIONS AT EDGE OF PAVEMENT TRUNCATED DOMES COLORED
PER STD. N0. 10.356
PLAN VIEW - DIAGONAL RAMP
NOT TO SCALE
ACCESSIBLE RAMP STANDARD
MONOLITHIC CURB AND SIDEWALK srD. N0. I REV.
10.34A
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
ACCESSIBLE
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
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
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
b
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
iv
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
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
0
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4' -0" MIN. (VARIES WITH WIDTH OF
TRUNCATED DOME PLAN VIEW
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIDGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE COUNTY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS
WITH PRIOR APPROVAL OF THE COUNTY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF
OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
6. DECTECTABLE WARNING AREA SHALL BE COLORED BLACK IN ALL LOCATIONS.
7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS t,
.6" TO 2.4 ")
O O
O O
O O O O
O O O O
TRUNCATED DOME SPACING
(1.6" TO 2.4')
Lorl 0.2"
TRUNCATED DOME SECTION
NOT TO SCALE
TRUNCATED DOMES
PLAN AND CROSS- SECTION
10.3513
TWO 1/2" THICK PIECES
BITUMINOUS FIBER REQUIRED
IF PAVEMENT IS CONCRETE
NOT TO SCALE
CONCRETE CONTRACTION JOINT STD. NO. I REV.
3' -0"
3' -0"
10.17C
GROOVE JOINT
SLOPE 1/4" PER FOOT
12 SLOPE 1/4" PER FOOT
1 d • „•
d • .. ; . ; d
3„ R ... d, .
PAVEMENT ° . ' %.` • ',
.•
°,, d .•
d' ••` .'•�• a' .. •.
. • , ,
.: , .. 8"
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
12:1 SLO
DETECTA
R6"
SECTION X -X
ACCESSIBLE RAMP SECTIONS
MONOLITHIC CURB AND SIDEWALK
10.3413
BACK OF CURB TOP OF CONCRETE CURB
VARIES
DETECTABLE WARNING 0 TO 6" 1/2" EXPANSION JOINT
SEE DETAIL 10.35B
W W W . W W W W
i i i i i i ♦ i
R6" 27 MAX. i.r, <.•.4:::.��
2% o0 12:1 A ' VARIES 12 11 4"
AX oo MATCH 6" TO 5.5' 6"
go SIDEWALK WIDTH
„ DETECTABLE WARNING
SEE CURB
• + • RADIUS I DETAIL BELOW
VARIES
CONCRETE SECTION A -A
SIDEWALK
a
PLAN
"
1, -9" 9" 3/4
1/2" EXPANSION JOINT (TYP,)
CONSTRUCTION JOINT (TYP.) 7" 6"
L
R6"
CURB DETAIL
NOTES:
1. USE THIS DETAIL ONLY UNDER THE FOLLOWING CIRCUMSTANCES:
• 5 -FOOT SIDEWALKS WITH CURB RADII OF 35 FEET OR GREATER
• 6 -FOOT SIDEWALKS WITH CURB RADII BETWEEN 35 FT. AND 30 FT.
• 8 -FOOT SIDEWALKS WITH CURB RADII OF 30 FEET OR LESS
2. DIRECTIONAL RAMPS MAY BE USED WHEN AN 8 -FOOT PLANTING STRIP IS
PROVIDED. DO NOT USE THIS DETAIL IF THERE IS HARDSCAPE INSTEAD
OF A PLANTING STRIP.
3. ALL CONCRETE SHALL BE AT LEAST 3600 PSI.
DIRECTIONAL ACCESSIBLE RAMP
NOT TO SCALE
10.40
1/8" RADIUS
4" ..
JOINT FILLER
1/2"
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS .:
GENERAL NOTES:
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
MINIMUM OF 5'.
4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 5'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING Z
STREETS. O
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WIDTH SIDEWALKS w
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
0
c�
1/2" EXPANSION JOINT
'/� PROPOSED CURB & GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
FOR CONCRETE SIDEWALK
NOT TO SCALE
CONCRETE SIDEWALKS
10.22
NOTES:
1. RAMP AND WING SLOPES SHALL NOT BE STEEPER THAN 12:1.
2. GUTTER FLOW LINE AND PLAN PROFILE SHALL BE MAINTAINED THROUGH
THE RAMP AREA.
3. THE SURFACE OF THE RAMP SHALL BE FLUSH WITH THE FLOWUNE OF THE
CURB AND GUTTER.
4. THE RAMP OPENING (AT THE FULLY DEPRESSED CURB) SHALL BE LOCATED
WITHIN THE PARALLEL BOUNDARIES OF THE CROSSWALK MARKINGS. THE
RAMP CENTERLINE SHALL BE LOCATED AT THE CORNER RADIUS CENTERLINE
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. DIAGONAL CURB RAMPS
SHALL HAVE A SEGMENT OF STRAIGHT CURB AT LEAST 24 INCHES LONG
LOCATED ON EACH SIDE OF THE WING SLOPE AND WITHIN THE CROSSWALK
MARKINGS.
5. THE WING AND RAMP SURFACES SHALL BE 3600 PSI CONCRETE WITH A
SIDEWALK FINISH IN ACCORDANCE WITH CURRENT EDITION NCDOT STANDARD
SPECIFICATIONS FOR ROADS AND STRUCTURES.
6. DRAINAGE STRUCTURES, MAST ARMS, LIGHT POLES AND OTHER OBSTRUCTIONS
SHALL NOT BE PLACED IN LINE WITH RAMPS. LOCATION OF THE RAMP SHALL
TAKE PRECEDENCE OVER LOCATION OF OBSTRUCTIONS EXCEPT WHERE EXISTING
OBSTRUCTIONS ARE BEING UTILIZED IN THE NEW CONSTRUCTION.
7. AT ALL LOCATIONS, NOT LESS THAN 2 FEET OF FULL HEIGHT CURB SHALL BE
PLACED BETWEEN THE RAMPS.
8. SEE STANDARD DRAWING 10.358 FOR DETECTABLE WARNING INSTALLATION.
FLOW
ROADWAY
PLAN SYMBOL
ACC
FOR PROPOSED
ACCESSIBLE RAMP
5' WALK
4' PLANTING STRIP
CROSSWALK
10' MI
EE NOTE
TING
6' PLAN STRIP
5' WALK 5' WALK
V PLANTING STRIP
NOTE
NOTE
2' PLANTING STRIP
°
8' PLANTING STRIPS
5' WALK
I
1
III 5' WALK
I ,I
*�i a ,
{� A 04" f 11,E
EXISTING OBSTRUCTION
RAMPS
TYPICAL LOCATION OF ACCESSIBLE
ON
AND PEDESTRIAN CROSSWALKS
PLACEMENT
FOR OBSTRUCTED CORNER RADIUS OR
INTERSECTIONS
MECHWART
j : HAMBLETON & -
'~ u
SEE NCDOT STANDARD DRAWINGS
APPROVED DATE: 02/2007 CORNER
RADIUS LESS THAN TEN FEET
NOT TO SCALE
MECKLENBURG COUNTY
C9.0
STANDARD PLACEMENT OF
ACCESSIBLE
LAND DEVELOPMENT
STANDARDS .:
RAMPS AND GENERAL
NOTES
10.35A ,
z
0
E~
rx
U
W
A
w
d
A
a
0
.o
a.
Z
1:4O
00 o
N 0
o U
_oz W -c �
N N
� o
6 N
N �-0
w > 0 x, M
°'LL�O
n/ oQo
LI_ `� w
>�L� Z
w > �' LCl
N
rn >o�'�O
� WE~
O Q�
U [�]
d
z z
W o�
zFO� °w A is
cr0
�4
� A
z � �
o
H
A
4 s C
m
a 0 3
V w
a o0
M
u 1�ff
LL
a =g
H N
-9 C oD M mo
L6
�•UN Z�
. �? m
CO
�`0
6 U
Sao ° O
= O N L
L M N
L H mm
N
v
�u
vi N U 6
c: C :E C
orn�0
7 C O L
W W s d
DATE
September 11, 2014
SCALE
None
JOB NO.
�11uIlII„�,
%% CARp'''%
*�i a ,
{� A 04" f 11,E
2011 -0049
..
•••EVANS .'• `9'��',
\ 4
S1Fy}
•
•
MECHWART
j : HAMBLETON & -
'~ u
SHEET
TILTON, INC. jiz
No. F -1016 : ,, =
9
C9.0
�,•.

ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
SPACES REQUIRED
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
rn >�O
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
�ES DISABILITIES ACT (ADA).
SEE 4.1.2,(5) (d)) FOR MEDICAL CARE
SIGNAGE ACCESSIBLE ROUTE
® ® ® ® ® (SEE NOTE 3)
SEE STD. NO
50.09 FOR
DETAILS ---_
VAN
CESSIB
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
O
VAN R7, MUTCD RESERVED
ACCESSIBLE
12"x6" PARKING PARKING
R7 -1
12 "x18" MUTCD
DISABLED R7 -8a
RESERVED PASSENGER
12"x18"
NOTES: PARKING
1. ALL 12 "x18" ACCESSIBLE SIGNS (R7 -8a & R7 -1) SHALL BE MOUNTED AT 7 FEET FROM MUTCD LOADING
GRADETO BOTTOM EDGE OF SIGN FACE ( MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12 "x1
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH 12 "x18" ONLY
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, ( MUTCD) REQUIRED ACCESSIBLE MAXIMUM R7 -8D
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROUNA RESERVED PARKING SIGN PENALTY 12 "x9"
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. $ 250
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMUM
APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS (a
NOTES:
1. ALL CONCRETE SHALL BE 3600 PSI
AT 28 DAYS.
2. ALL DRAINAGE AREAS TO A LEVEL
SPREADER FACIUTY ARE TO BE
STABIUZED PRIOR TO INSTALLATION.
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
j M `a
N d
N N
O N
acq
N
C4 0
N_
M 0
,cq
liz
Eo
gal
OU
I
N
.T. N
m
m O
w N
C
L
d I
O
ma
J �
I
c�
U
0 I
N
O N
d
O N
m �
O N
In
%M
JI
3N
ni
rn
o..
sx
Az 04,
PENALTY R7 -81) SEE STANDARD NO. 50.10C FOR
$ 250 12 "x9" SUPPLEMETAL SIGN DETAIL
SEE STANDARD NO. 50.108 & 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
Proposed
Bioretentions
DEPTH VARIES
(1' MIN)
i
001p &
R7 -8e
DIMENSIONS (INCHES)
A
8
C
D
I E
I F
I G
I H
I J
I K
I L
12
1 6
1 3/8
1 3/8
1 -1/2
1 -1/21)
1 1/2
1 1D
1 2 -1/2
1 4
1 -1/2
■ INCREASE SPACING 50%
D —FHWA (FEDERAL HIGHWAY ADMINISTRATION /USDOT)
SERIES D LETTERS
NOT TO SCALE APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
50.10A STANDARDS
SPREADER LIP
(CONCRETE)
F 3" LAYER OF
#57 STONE
STRIP OF
FILTER FABRIC
APPROPRIATELY SIZED
CONCRETE FOOTING
LEVEL SPREADER (Modified)
NOT TO SCALE
21.26
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
tz
n
ir
0
to
MAXIMUM
PENALTY f SIGN R7 -8D
$ 250
FINISHED GRADE
a
ti
2• NOTE:
1� \
SUPPLEMENTAL ACCESSIBLE SIGN (R7 -8e) USED IF
THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH
- - ADDITIONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE
STD. NO. 50.1OB)
� � TLA �
R7 -8d
LEGEND AND BORDER — GREEN
BACKGROUND — WHITE
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20 -37.6
III I-
111111 III III:i '
III IIIIIW
111111
-III
SUPPLEMENTAL ACCESSIBLE
SIGN (R7 -8e)
NOT TO SCALE APPROVED DATE: 02/2007
MECKLENBURG COUNTY'
LAND DEVELOPMENT
50.10B STANDARDS
R7 -8d PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7 -8D PARKING SIGNS
ERECTED AFTER DECEMBER 31,1990
MAXIMUM
PENALTY f SIGN R7 -8d
$ 250
FI
SUPPLEMENTAL ACCESSIBLE
SIGN (R7 -8d)
NISHED GRADE
NOT TO SCALE
50.10C
4,�,
• y
MECHWART
TILTON, INC. )-
No. F -1016 .�,V
Z
z
0
H
rx
U
w
A
W
d
A
x
tx
�O
�O
ZD a
1:4O �
O �
(D o >
N O
C,:) U
7 � �
�Z -o2>
W N N
� 00 O
c6 N O
w� o � M
g¢Ow
�
��z
w � ' LCl
N
O C O r"
Zo
� W
WF�
Z
z
0
H
rx
U
w
A
W
d
A
x
tx
�O
�O
ZD a
1:4O �
O �
(D o >
N O
C,:) U
7 � �
�Z -o2>
W N N
� 00 O
c6 N O
w� o � M
g¢Ow
�
��z
w � ' LCl
N
O C O r"
Zo
s$
m
a 0 3
V � �
a o0
�O A 0
HIn
a =g
o 15 m
o6 C0
J H N �
C oD M
C N N �
u
m
'^ O
O
r
N pU"
� d o O
_ � N
O
L H m ao
• � In
� acv°
vi N U
O 0) � O
7 C O -r-
III
w cO a
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.OA
� W
WF�
O QI
d
rn >�O
s$
m
a 0 3
V � �
a o0
�O A 0
HIn
a =g
o 15 m
o6 C0
J H N �
C oD M
C N N �
u
m
'^ O
O
r
N pU"
� d o O
_ � N
O
L H m ao
• � In
� acv°
vi N U
O 0) � O
7 C O -r-
III
w cO a
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.OA
� W
WF�
O QI
d
� A
A
z � �
�
H
A
o6 C0
J H N �
C oD M
C N N �
u
m
'^ O
O
r
N pU"
� d o O
_ � N
O
L H m ao
• � In
� acv°
vi N U
O 0) � O
7 C O -r-
III
w cO a
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.OA
w cO a
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.OA

o_
r`
0
E
E
3
1
•o
c
o`
N
J
a
a
0
rl
It
v
0
m
J
W
0
ALTERNATE WAII
CONNF
1
�T
1
0
PLAN
SECTION
W
r•
VIVtol
TABLE OF DIMENSIONS
D
T
A
B
C
E
L
H:V
WT.
12"
2 -1/4"
4"
2' -0"
4' -1"
2' -0"
6' -1"
3:1
730
15"
2 -1/4"
6"
2' -3"
3' -10"
2' -0"
6' -1"
3:1
730
18"
2 -1/2"
9"
2' -3"
3' -10"
3' -0"
6' -1"
3:1
1190
24"
3"
10"
3' -8"
2' -6"
4' -0"
6' -2"
3:1
1770
30"
3 -1/2"
1' -O"
4' -6"
V -8"
5' -0"
6' -2"
3:1
2380
36"
4"
V -3"
5' -3"
2' -11"
6' -0"
8' -2"
3:1
5320
42"
4 -1/2"
V -9"
5' -3"
2' -11"
6' -6"
8' -2"
3:1
5920
48"
5"
2' -0"
6' -0"
2' -2"
7' -0"
8' -2"
3:1
7470
54"
5 -1/2"
2' -3"
5' -6"
2' -10"
7' -6"
8' -4"
3:1
8810
60"
6"
2' -6"
5' -0"
3' -3"
8' -0"
8' -3"
1 3:1
11180
66"
6 -1/2"
3' -0"
6' -0"
2' -3"
8' -6"
8' -3"
3:1
12530
72"
1 7"
1 3' -0"
6' -6"
1' -9"
9' -0"
W -3"
3:1
13980
1,961
1 436
1 1,120
1 1.50
1 3.00
1 10
1 0.50
1 10
1 4
GENERAL NOTES:
1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS.
2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS
OF REINFORCED CONCRETE PIPE OF LIKE DIAMENTER PER
AASHTO M170, TABLE 2, WALL B.
3• ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH.
4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END 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.
END VIEW APPROVED DATE: 02/2007
MECKLENBURG COUNTY FLARED END SECTION
LAND DEVELOPMENT
STANDARDS 12" THRU 72" PIPE
NOTES:
1. ALL BIORETENTION FACILITIES SHALL
HAVE A MINIMUM 20 FOOT ACCESS
EASEMENT CONNECTING TO A
DEDICATED PUBLIC RIGHT OF WAY.
ACCESS ROAD SHALL HAVE MIN. 12'
STABILIZED WIDTH, MAX. LONG. GRADE
OF 15 %, MAX. CROSS -SLOPE 5 %. IN
ADDITION, A 10 -FOOT WIDE
PERMANENT MAINTENANCE ACCESS
EASEMENT MUST BE PROVIDED
AROUND THE PERIMETER OF ALL
BMPS TO ALLOW FOR ADEQUATE
MAINTENANCE AND REPAIR.
2. ALL DRAINAGE AREAS TO A
BIORETENTION FACILITY ARE TO BE
STABILIZED PRIOR TO INSTALLATION
OF AMENDED SOILS, MULCH OR
PLANTINGS.
3. AMENDED SOIL WILL ONLY BE
PERMITTED WITH A VALID SOIL
ANALYSIS REPORT NO AMENDED SOIL
ASPHALT PAVEMENT
M
-%,
OR OTHER STRUCTURAL
\
COMPONENTS
p •' "
p�s$plpp�
OPTIONAL 2 " -3" STONE WITH FILTER
,
0,GC,TF
FFABRIC AROUND BOTTOM AND SIDES
FZrGp9
(RECOMMENDED ADJACENT TO PAVEMENT
l
1' MIN WIDTH, 1' MIN DEPTH)
REGARDING
OVERFLOW OUTLET COVERED 3" DOUBLE
15" PONDING
WITH WIRE MESH HAMMERED
6 :1
(BEYOND) HARDWOOD
MAXIMUM FOR
MULCH LAYER
STORMS GREATER
SOD ON SIDE-SLOPES
T�RHAN CPv
MAX
PER AC.
9137 -Mao,,
DISTURBED)
3,877
325
SHALL BE ALLOWED ON THE SIDE
M
-%,
SLOPES.
\
AREA
p •' "
p�s$plpp�
4. INSTALL WIRE SCREENING AROUND ALL
,
0,GC,TF
OUTLET OPENINGS TO PREVENT LOSS
FZrGp9
OF MULCH.
l
5. UNDERDRAIN PIPE SHOULD BE MIN. 6"
REGARDING
PERFORATED SCHEDULE 40 PVC (PER
SKIMMER SEDIMENT
AASHTO M278) OR DOUBLE WALL
6 :1
HDPE (PER AASHTO M252).
PERFORATIONS SHOULD BE 3/8"
-
LET PIPE
SPACED 3" ON CENTER ALONG 4
MIN SLOPE
L5�7.1
LO NGITUDINAL ROWS SPACED 90'
- -
APART.
6. UNDERDRAIN CLEANOUTS SHOULD
EXTEND A MIN. OF 6" ABOVE MAXIMUM
PONDING ELEVATION. ONE CLEANOUT
MAY BE FLUSH WITH TOP OF SURFACE
TO ALLOW DRAWDOWN.
7. ONLY SMALL MATURING TREES ARE
ALLOWED TO BE PLANTED IN THE
AMENDED SOILS.
1 Ell 1014
10' MIN.
4' MIN.
1
II M III.
II ///
_.� L.La�Lil
NOTES:
1. A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6 ".
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED
INTO PLACE.
2• ALL BACKFlLL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95 %.
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100 %.
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
5. BACKFlLL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFlLL MATERIAL.
• • •■• NOR 1A 17 • ••
rlol
. .. ■ate 1 1 1 p >�,,m;
PDX UG
MAXIMDUM FOR
WQv & CPv
3" MULCH
2' -0" TO 4' -0" LAYER
FILTER MEDIA
MEDIA SEE BMP
DESIGN MANUAL
SURFACE FOR SOIL
AREA PARAMETERS.
V -0" GRAVEL
LAYER AROUND
UNDERDRAIN
\L-UNDERDRAIN GRAVEL BED
( #57 WASHED STONE) WITH
NON -WOVEN FILTER FABRIC
AROUND TOP, BOTTOM AND
SECTION A -A SIDES, TYP.
NOT TO SCALE
BIORETENTION CROSS- SECTION
BMP FIG. 4.1.3 STD. N0. I RD
21.01 2
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
1. REFER TO
AREA
< 10 AC.
(ACRES)
#6.64 FOR
MIN.
ADDITIONAL DESIGN
LENGTH TO
2:1
WIDTH RATIO
REGARDING
MAX.
SKIMMER SEDIMENT
LENGTH TO
6 :1
WIDTH RATIO
2. REFER TO STD.
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
2.08
DISTURBED)
3,877
325
SURFACE
(SQ. FT•
AREA
PER CFS
REQUIRED
Q10)
PLAN VIEW
INFLOW \ \\
STRUCTURE-i O
PIPE SHALL BE PLACED
ON SUITABLE MATERIAL
TRENCH DETAIL
FOR STORM DRAIN
1' FREEBOARD
6" MIN. INVERT ELEVATION
OF EMERGENCY SPILLWAY
Z =5' MAX. T
L =10'
MIN.
EMBANKMENT
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE
DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR RIPRAP
APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE
PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT
NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE
RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT
THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF
THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE
RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL
NOT BE ALLOWED.
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO PLACEMENT OF
RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR CHARLOTTE
MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
z
� 9
0
PLAN
ELEVATION
NATURAL GRADE
IF NEEDED)
NOTE: LAYER OF FILTER FABRIC
MINIMUM H -2/3 PIPE DIAMETER
• d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50 APPROVED DATE: 02/2007 SECTION B -B
T = 1.5 X dmax.
MECKLENBURG COUNTY RIP RAP APRON AT PIPE OUTFALLS
LAND DEVELOPMENT
STANDARDS OTHER THAN AT SWIM
�o
Ua
Sy Q v
<0* N
WIRE SCREENING AROUND W W W W W W W W W W a y ♦ a y ♦ a y ♦ y
ALL OUTLET OPENINGS. ` a y y y y y y y W W W W W W W W W W
♦ ♦ i i ♦ ♦ i i i i i i M i• i' M i• i' M i• O' M i
W W W W W W W W W W W i y a y y a y y a y y
M ♦ i M ♦ i ✓• r ♦ i r W L
J y 4 y 4 : +- - - - +•. •• r ' Tom. '. • \} y a y y y
W W I I • . yam. . 1 �.'• . �.: _ � •,.• : •• y y
r.. P.
OUTLET PIPE (CONNECT TO I I `b ,Q, W W
STORM DRAINAGE SYSTEM)- � �J \�/7]�7,
i M r i O' •M(• M •M i ••: ✓•• :• wM i• i O a a, a a
W W W W W W W O W W W W W W W W W W W W W
i i
NOTES: 4 a i J 4 i 4 a i J 4 a i a a a .
♦ ♦ � i i i i i i i i i i i i
1. ALL BIORETENTION SHALL HAVE AMINIMUM / " �N;
20 FOOT ACCESS EASEMENT CONNECTING
TO A DEDICATED PUBLIC RIGHT OF WAY. c��F
ACCESS ROAD SHALL HAVE MIN. 12'
STABILIZED WIDTH, MAX. LONG. GRADE OF
15 %, MAX. CROSS -SLOPE 5 %. IN ADDITION,
A 10 -FOOT WIDE PERMANENT MAINTENANCE
ACCESS EASEMENT MUST BE PROVIDED PRETREATMENT AND ENERGY DISSIPATION (TYP.
AROUND THE PERIMETER OF ALL BMPS TO FOR ALL CONCENTRATED FLOW LOCATIONS)
ALLOW FOR ADEQUATE MAINTENANCE AND
REPAIR.
2. ALL DRAINAGE AREAS TO A BIORETENTION
FACILITY ARE TO BE STABILIZED PRIOR TO PLAN
INSTALLATION OF AMENDED SOILS, MULCH
OR PLANTINGS.
3. AMENDED SOIL WILL ONLY BE PERMITTED
WITH A VALID SOIL ANALYSIS REPORT.
4. INSTALL WIRE SCREENING AROUND ALL
OUTLET OPENINGS TO PREVENT LOSS OF
MULCH.
NOT TO SCALE MECKLENBURG COUNTY
LAND DEVELOPMENT
BIORETENTION P LAN
STANDARDS BMP FIG. 4.1.2
STD. NO. REV.
20.25
W =5' MIN.
EMBANKMENT
I T -1.5' MIN.
NOTES:
DRAINAGE
1. REFER TO
AREA
NCESCPDM SECTION
(ACRES)
#6.64 FOR
MIN.
ADDITIONAL DESIGN
LENGTH TO
SPECIFICATIONS
EMERGENCY
REGARDING
SPILLWAY
SKIMMER SEDIMENT
LENGTH TO
BASINS.
WIDTH RATIO
2. REFER TO STD.
MIN.
#30.19 FOR
VOLUME
BAFFLE SPACING
REQUIRED
AND INSTALLATION.
W =5' MIN.
EMBANKMENT
I T -1.5' MIN.
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
BASIN NO.
PHASE 2
AREA
< 10 AC.
(ACRES)
BASIN VOLUME
MIN.
CLEANOUT
DEPTH H/2
(FT •)
LENGTH TO
2:1
WIDTH RATIO
W
(FEET)
MAX.
SKIMMER
PIPE
DIAMETER
LENGTH TO
6:1
WIDTH RATIO
PROVIDED
(C.F.)
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
2.08
DISTURBED)
3,877
325
SURFACE
(SQ. FT•
AREA
PER CFS
REQUIRED
Q10)
3
1.50
0.75
Z 0
Ili
2
1.03
1.03
5.96
1,854
13,367
1,937
4,445
1.50
3.00
10
0.50
10
4
1.50
1.00
3
0.22
0.22
1.24
396
3,494
403
1459
1.50
3.00
10
0.50
10
4
1.50
0.50
4
1 0.58
1 0.58
1 3.26
1 1,044
7,531
j 1,060
1 2,606
1 1.50
j 3.00
1 10
1 0.50
1 10
j 4
1 1.50
•
• .
• - •
-• r •
• - r
-• r •
• i 509 Ow M
1 803
1 2,314
1 1.00
1 2.00
1 10
1 0.50
•-
1 3
1.50
0.75
6
1 0.24
1 0.24
1 1.34
432
1,961
1 436
1 1,120
1 1.50
1 3.00
1 10
1 0.50
1 10
1 4
1 1.50
0.50
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
SKIMMER SEDIMENT BASIN D. N0. R
30.02A
MAJUM
-.
=01-11
0 1 07TI •
r" :
• •
SKIMMER SEDIMENT BASIN
DESIGN CRITERIA
DRAINAGE
BASIN NO.
PHASE 2
AREA
< 10 AC.
(ACRES)
BASIN VOLUME
MIN.
CLEANOUT
DEPTH H/2
(FT •)
LENGTH TO
2:1
WIDTH RATIO
W
(FEET)
MAX.
SKIMMER
PIPE
DIAMETER
LENGTH TO
6:1
WIDTH RATIO
PROVIDED
(C.F.)
MIN.
1800
VOLUME
(CU. FT.
REQUIRED
PER AC.
2.08
DISTURBED)
3,877
325
SURFACE
(SQ. FT•
AREA
PER CFS
REQUIRED
Q10)
INFLOW
STRUCTURE---\
� FR.R vy \y ... _
1' FREEBOARD
6" MIN. INVERT ELEVATION
OF EMERGENCY SPILLWAY
Z =5' MAX.- T
fill r
lo,
MIN.
SOD
T (THICKNESS)
20.23
CLEANOUT WITH
WATERTIGHT, VANDAL
PROOF CAP (TOP TC
EXTEND 6" ABOVE
THE MAX. PONDING
ELEVATION AND MAX.
50' SPACING, AT
ALL BENDS AND ALL
ENDS)
STORM DRAINAGE
EASEMENT (SDE)
EMBANKMENT
EMERGENCY
SPILLWAY
NOT TO SCALE
W =5' MIN.
EMBANKMENT
FYI T =1.5' MIN.
21.00
NOTES:
1. REFER TO
NCESCPDM SECTION
#6.64 FOR
ADDITIONAL DESIGN
SPECIFICATIONS
REGARDING
SKIMMER SEDIMENT
BASINS.
2. REFER TO STD.
#30.19 FOR
BAFFLE SPACING
AND INSTALLATION.
DATA BLOCK
APPROVED EQUIV.
CAR p�''��,,
BASIN NO.
PHASE 2
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
Q,o
BASIN VOLUME
BASIN SURFACE AREA
CLEANOUT
DEPTH H/2
(FT •)
H
(FEET)
L
(FEET)
T
(FEET)
W
(FEET)
Z
(FEET}
SKIMMER
PIPE
DIAMETER
SKIMMER
ORIFICE
DIAMETER
W
REQUIRED
(C.F.)
PROVIDED
(C.F.)
REQUIRED
(S.F.)
PROVIDED
(S.F.)
�
1
0.37
0.37
2.08
666
3,877
676
1,721
1.00
2.00
10
0.50
10
3
1.50
0.75
Z 0
Ili
2
1.03
1.03
5.96
1,854
13,367
1,937
4,445
1.50
3.00
10
0.50
10
4
1.50
1.00
3
0.22
0.22
1.24
396
3,494
403
1459
1.50
3.00
10
0.50
10
4
1.50
0.50
4
1 0.58
1 0.58
1 3.26
1 1,044
7,531
j 1,060
1 2,606
1 1.50
j 3.00
1 10
1 0.50
1 10
j 4
1 1.50
0.75
5
1 0.44
1 0.44
1 2.47
1 792
5,208
1 803
1 2,314
1 1.00
1 2.00
1 10
1 0.50
1 10
1 3
1.50
0.75
6
1 0.24
1 0.24
1 1.34
432
1,961
1 436
1 1,120
1 1.50
1 3.00
1 10
1 0.50
1 10
1 4
1 1.50
0.50
MECKLENBURG COUNTY
LAND DEVELOPMENT
STANDARDS
SKIMMER SEDIMENT BASIN D. N0. R
30.02A
MIN.
I
%%%%ll111rrrr
CAR p�''��,,
C�
l
••EVANS • /y9 �
� S �' ECG a� "��,
� . •
�u� �
• MECHWART =
•'s
a.
rn HAMBLETON & =
' `
TILTON, INC.
,. No. F -1016
i 'gr�
•,r\
W
0
o �
0
rrrTIITLII
It , ��,`l4`�
z
0
W
09
E
u
its
It
w
A
C4
V
a
t
V
O
0
o C
o
O
3
E
_vm
In
0 c
0
M
N
t/f O
2 4f
1 M
� M
cv
C C
cw "n
}0 U Z -I
N
I=
o c� ED
6 C: E
Qr�o O O
Or6
T E
co tU
0' Lq
vrn�cQ
ww�iCT
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.1
r
00
H
a.
�4 O
W
W
0
o �
0
.5 0
°
°-' U
�
� � C
Z
>
W
N a
❑ o 0
oaows
A0A-
(0 N
co !
W
`m aD m M
, LL .o
8Q°LLJ
m � Z
>
Nr
W
� N
Z 0
Ili
�� M�
0) >
V
a
t
V
O
0
o C
o
O
3
E
_vm
In
0 c
0
M
N
t/f O
2 4f
1 M
� M
cv
C C
cw "n
}0 U Z -I
N
I=
o c� ED
6 C: E
Qr�o O O
Or6
T E
co tU
0' Lq
vrn�cQ
ww�iCT
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.1
H
F5
W
W
A
A
oaows
A0A-
A11
O
H
A
V
a
t
V
O
0
o C
o
O
3
E
_vm
In
0 c
0
M
N
t/f O
2 4f
1 M
� M
cv
C C
cw "n
}0 U Z -I
N
I=
o c� ED
6 C: E
Qr�o O O
Or6
T E
co tU
0' Lq
vrn�cQ
ww�iCT
DATE
September 11, 2014
SCALE
None
JOB NO.
2011 -0049
SHEET
C9.1

a
0
.r
0
0
E
0;
E
0
3
T
m
v
a`
N
J
Q
a
0
v
m
m
9
V
0
PVC END CAP
PVC TEE
END VIEW
PERSPECTIVE VIEW
PVC VENT
r-PVC ELBOW PIPE
PVC END CAP
PVC PIPE
1/2" HOLES IN
UNDERSIDE
FLEXIBLE
HOSE-
WATER SURFACE
SCHEDULE 40
PVC PIPE
o-
FRONT VIEW
"C" ENCLOSURE
TFR FNTRY UNIT
PVC TEE
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
MECKLENBURG COUNTY
LAND DEVELOPMENT SKIMMER
STANDARDS
a,[
WOVEN FILTER FABRIC
0
N
6' MAX.
STEEL POST
z FILTER FABRIC
� W
JU
0 cm
cli FLGW OpE
FN- 5L
a, ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
NOT TO SCALE
GENERAL NOTES:
RIP RAP & WASHED STONE
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
FILTER BERM
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
( MCLDS 30.12)
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
MORE THAN 30 DAYS.
MAINTENANCE NOTES:
3. STEEL POSTS SHALL BE 5' -0" IN HEIGHT AND BE OF THE SELF - FASTENER ANGLE STEEL
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
TYPE.
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
4. TURN SILT FENCE UP SLOPE AT ENDS.
SHEET
INLET. SPACE POSTS EVENLY AROUND
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
5. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
FABRIC SHALL BE REPLACED PROMPTLY.
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
STAKES' "
ENVIRONMENTALLY SENSITIVE AREAS.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. HALF
THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
EXISTING GRADE, PREPARED AND SEEDED.
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
BOTTOM. PLACING A 2 -FOOT FLAP
AREAS OF CONCENTRATED FLOW.
TEMPORARY SILT FENCE
ar,{ ;5 L,ti
GENERAL NOTES:
1. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM BELOW).
CLASS B RIP
•
�rN
r'"
NOT TO SCALE
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
1.5' MIN. 1r2/
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING
TIE DOWN AT END
4' (MIN)*
* AT LESS THAN 1% SLOPE
DIAMETER (D)
PROFILE
EXTEND TO EDGE OF
CONSTRUCTION SPECIFICATIONS:
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET. (VOLUME PER
MCLDS 30.12)
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW -UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
APPROVED DATE: 02/2007 NOT TO SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT FLEXIBLE PIPE SLOPE DRAIN STD. NO. REV.
STANDARDS 30.04
STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER FABRIC
4' MAX.
POST
ARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
� FLOW
4
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
GENERAL NOTES:
MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES 2• THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO OR REMOVED IT.
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING). 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE GRADE, PREPARED AND SEEDED.
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
13161 11,10 M Of 0 1 99111
4'
• • � � 1
^ ^'
"""'ED STONE
CROSS- SECTION
..... ..` . ..
,i�'3 i5 i5
PLAN
TH
AX
VTER
NOT TO SCALE
TEMPORARY ROCK CHECK DAM STD. N0. I RET
30.1 OA
SILT FENCE
OUTLET OPTION 2
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2 " -3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
i�,3 • i -5.i5
z
00
SOIL STABILIZATION FABRIC
UNDER 2 " -3" WASHED STONE
NOT TO SCALE
PUBLIC STREET
H
Ld
W
H
In
U
J
m
0_
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE SD. N0. I R
30.1 1 A
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
ar,{ ;5 L,ti
RIP RAP & WASHED STONE
JOB NO.
FILTER BERM
( MCLDS 30.12)
SEDIMENT PIT
DEPRESSION APPROACHING THE INLET.
°F
2.
DRIVE 5 -FOOT STEEL POSTS 2 FEET
U•
L
INTO THE GROUND SURROUNDING THE
� ' ` �
SHEET
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
� i �>'gr�
MAXIMUM OF 4 FEET APART.
STAKES' "
3.
SURROUND THE POSTS WITH WIRE
' * EARTH DIKE
MESH HARDWARE CLOTH. SECURE
It ,�3,`l4`�
THE WIRE MESH TO THE STEEL
CONSTRUCTION SPECIFICATIONS:
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET. (VOLUME PER
MCLDS 30.12)
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW -UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
APPROVED DATE: 02/2007 NOT TO SCALE
MECKLENBURG COUNTY
LAND DEVELOPMENT FLEXIBLE PIPE SLOPE DRAIN STD. NO. REV.
STANDARDS 30.04
STEEL POST
WIRE FENCING
(IF APPLICABLE)
WOVEN FILTER FABRIC
4' MAX.
POST
ARE CLOTH
WASHED STONE
(NCDOT #5 OR #57)
� FLOW
4
ANCHOR SKIRT;
EXCAVATE TRENCH
AND COMPACT
BACKFILL
GENERAL NOTES:
MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO 1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
TALLER THAN 18 INCHES. HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12 INCHES 2• THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE CLOTH TO OR REMOVED IT.
BE SAME AS STD. #30.09 (19 GAUGE, 1/4" SPACING). 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT
3. POSTS SHALL BE NO MORE THAN 4 FEET APART. OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT
FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE GRADE, PREPARED AND SEEDED.
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
13161 11,10 M Of 0 1 99111
4'
• • � � 1
^ ^'
"""'ED STONE
CROSS- SECTION
..... ..` . ..
,i�'3 i5 i5
PLAN
TH
AX
VTER
NOT TO SCALE
TEMPORARY ROCK CHECK DAM STD. N0. I RET
30.1 OA
SILT FENCE
OUTLET OPTION 2
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2 " -3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.11B.
6. COUNTY MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO
ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
i�,3 • i -5.i5
z
00
SOIL STABILIZATION FABRIC
UNDER 2 " -3" WASHED STONE
NOT TO SCALE
PUBLIC STREET
H
Ld
W
H
In
U
J
m
0_
NOT TO SCALE
STABILIZED CONSTRUCTION ENTRANCE SD. N0. I R
30.1 1 A
NOTE:
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
ar,{ ;5 L,ti
ar,{ ;5 L,ti
ar,{ ;5 L,ti
NOT TO SCALE
TEMPORARY SILT DITCH
30.05
4' MAX.
X19 -GAUGE HARDWARE CLOTH
MESH OPENINGS)
2'
7 �
16" MIN.
2'
FILTERED
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
NOT TO SCALE
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
GRATE
1" REBAR FOR BA
REMOVAL FROM INLET
FILTER BAG -�� DEFLECTOR
DUMP LOOPS
CATCH
)UTLET
INSTALLATION
APPROVED DATE: 02/2007 NOT TO SCALE
CATCH BASIN INLET PROTECTION STD. N0. R
30.15
z
O
00
W
rd
E
W
d'
A
x
011
�,0
00�
o �
0 0
N
° U
ro
WN N
0 0c)o
(0 N
���s✓
ao M
W> - LL`O
8a°Lj
�)AZ
W Z 0 N_Ar
N C Zo `
i >
H
Ey" H F■�I
L)
W r1
° H A ICI
O
H
A
V
i
O
V
L
a O 3
t m
V 4% Ln
� o 0
O
ft 3 0
N M
N
Q 1 M
� M
O
N
}0 UZ�
N
O C N
�oULL
o
Qr� O O
0H
N E
o'
N
wwr4ii�
DATE
September 11, 2014
SCALE
1" = 40'
JOB NO.
GENERAL NOTES:
1.
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
°F
2.
DRIVE 5 -FOOT STEEL POSTS 2 FEET
U•
L
INTO THE GROUND SURROUNDING THE
� ' ` �
SHEET
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A
� i �>'gr�
MAXIMUM OF 4 FEET APART.
3.
SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
It ,�3,`l4`�
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2 -FOOT FLAP
OF THE WIRE MESH UNDER THE
NCDOT #5 OR #57
GRAVEL FOR ANCHORING IS
WASHED STONE -
RECOMMENDED.
4.
PLACE CLEAN GRAVEL (NC DOT #5
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
AROUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE.
5.
ONCE THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND
NCDOT #5 OR #57
ESTABLISH FINAL GRADING
WASHED STONE
ELEVATIONS.
6.
COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
ar,{ ;5 L,ti
ar,{ ;5 L,ti
NOT TO SCALE
TEMPORARY SILT DITCH
30.05
4' MAX.
X19 -GAUGE HARDWARE CLOTH
MESH OPENINGS)
2'
7 �
16" MIN.
2'
FILTERED
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
NOT TO SCALE
NOTES
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT
THE DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.
5. FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NCDOT
ROADS.
GRATE
1" REBAR FOR BA
REMOVAL FROM INLET
FILTER BAG -�� DEFLECTOR
DUMP LOOPS
CATCH
)UTLET
INSTALLATION
APPROVED DATE: 02/2007 NOT TO SCALE
CATCH BASIN INLET PROTECTION STD. N0. R
30.15
z
O
00
W
rd
E
W
d'
A
x
011
�,0
00�
o �
0 0
N
° U
ro
WN N
0 0c)o
(0 N
���s✓
ao M
W> - LL`O
8a°Lj
�)AZ
W Z 0 N_Ar
N C Zo `
i >
H
Ey" H F■�I
L)
W r1
° H A ICI
O
H
A
V
i
O
V
L
a O 3
t m
V 4% Ln
� o 0
O
ft 3 0
N M
N
Q 1 M
� M
O
N
}0 UZ�
N
O C N
�oULL
o
Qr� O O
0H
N E
o'
N
wwr4ii�
DATE
September 11, 2014
SCALE
1" = 40'
JOB NO.
°F
•
•'s
U•
L
rn HAMBLETON & � =��
� ' ` �
SHEET
,. No. F -1016 •,r\
� i �>'gr�
rrr�3i3311
It ,�3,`l4`�

a
t\
0
E
0
E
0
3
T
m
'O
C
a`
N
J
a
a
0
a
>
In
0
J
N
GENTLE SLOPES STEEP SLOPES
1
(COMBINED JUTE MESH
100 Ibs /acre tall fescue
SEEDING
TACK COA
30 Ibs /acre Sericea lespedeza
MIXTURE
80 Ibs /acre of tall fesue
(unscarified after August 15)
1
1
10 Ibs /acre Kobe lespedeza
0,
O
FALL: August 25 - October
FALL: August 25 - October 15
Q SURFACE COURSE
Late winter: February 15 - April 15
Late winter: February 15 - April 15
SEEDING
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagrass
3" S -9.51 -
Overseeding of Kobe lespedeza over fall- seeded
Overseeding of Kobe lespedeza over fall- seeded
03 BASE COURSE
tall fescue is very effective.
tall fescue is very effective.
SEEDING
Apply lime and fertilizer per soil tests, or 4000
Apply lime and fertilizer per soil tests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
6* COMPACTED AGGREGATE BASE COURSE
fertilizer.
fertilizer.
Soil stabilization shall be required on any area of a site where land- disturbing activities have temporarily or permanently
ceased according to the following schedule:
a) All perimeter dikes, swales, ditches, slopes steeper than 3 horizontal to 1 vertical (3:1) shall be provided temporary or
permanent stabilization with ground cover as soon as practicable but in any event within 7 calendar days from the last
land- disturbing activity.
b) All other disturbed areas shall be provided temporary or permanent stabilization with ground cover as soon as practicable
but in any event within 14 calendar days from the last land- disturbing activity.
Ads t+.r3r
go l i•.4 11 t� y.
36" MIN. SPACING TYP.*
y Lr..t
21E,
1 . • 1HJ
SEEDING SCHEDULE
12" MIN.
SPACING TYP.*
r r r r e
r � r
r
r r r
r/
r
r
�IJilI jff WATER TABLE
L 6,>
OVERLAP
IN SLICE
KEY /ANCHOR MATERIAL AT
TOP OF SLOPE.
GENERAL NOTES:
1. LAY BLANKETS LOOSELY AND STAKE
OR STAPLE TO MAINTAIN DIRECT
CONTACT WITH THE SOIL. DO NOT
STRETCH.
2. * DIMENSIONS SHOWN ARE
MINIMUM, MANUFACTURED
PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE MET.
3. SLOPE SURFACE SHALL BE FREE
OF ROCKS, SOIL CLODS, STICKS,
GRASS. MAT /BLANKETS SHALL HAVE
GOOD SOIL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CHANNEL OR PIPE
OUTFALL MATTING SPECIFICATIONS,
PLEASE REFER TO NCESCPDM
STANDARD #6.17 AND
MANUFACTURER'S GUIDELINES.
NON -WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY /ANCHOR MATERIAL TO TOE OF SLOPE.
EMBANKMENT MATTING DETAIL
TEMPORARY SEEDING FOR WARM AND COOL SEASON
EARLY SUMMER SEASON STEEP SLOPES
SEEDING 40 Ibs /acre of German millet 120 Ibs /acre Rye (grain)
MIXTURE 80 Ibs /acre of tall fesue 80 Ibs /acre tall fesue
May 1 - August 15 October 25 - December 30
SEEDING Refertilize if growth is not fully adequate. Between December 30 - February 15,
DATES add 50 Ibs /acre of annual Kobe lespedeza.
Apply 4000 Ibs /acre straw or equivalent Apply 4000 Ibs /acre straw or equivalent
hydroseeding. hydroseeding.
SEEDING Apply lime and fertilizer per soil tests, or 2000 Apply lime and fertilizer per soil tests, or 2000
AMENDMENTS Ibs /acre limestone and 750 Ibs /acre 10 -10 -10 Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
fertilizer. fertilizer.
Dillt�
r,
SEE APPROVED
PRESERVATION F
REQUIRED RADIU
OF TREE BARRIE
PLAN VIEW OF ROOT ZONE
SEEDING SCHEDULE
(SEASONAL)
ONE FOC
INCH OF
OR 1/2
FOR PRUNING SEE WHICHEVI
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
DEAD TREES AND SCRUB OR Uls
GROWTH SHALL BE CUT FLUSH
ADJACENT GRADE. NO GRUBBIN
ALLOWED UNDER DRIP LINE.
2 "x4" STANDARDS + 1 "x4" RAILS
OR ORANGE SAFETY FENCING
MAY BE USED.
NOT TO SCALE APPROVED DATE: 02/2007
MECKLENBURG COUNTY
LAND DEVELOPMENT
STD. No. I REV.
STANDARDS
30.20
Ft �4
FLOW--z---
4' -0" MAX. SPACING
hvoirei \
�, b"N 914 1`'1 ;.
•i• :411 ti
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
TREE PROTECTION
1
1
(COMBINED JUTE MESH
TACK COA
TACK COA
COCONUT LINER OR
Z Nr
EQUIVALENT) .
H w
1
1
©
0,
O
a
BACKFILL AND
Q SURFACE COURSE
COMPACT FENCE AND
®
0
3" S -9.5B
Q SURFACE COURSE
(D SURFACE COURSE
•
�� \�.••
INSTALLED IN 2 -1.5" LIFTS _ ®
3" S -9.51 -
8 CONCRETE
COURSE
06U
03 BASE COURSE
INSTALLED IN 2 -1.5" LIFTS
28 DAYS _ ©
44000 P 10/ 2 WWM
CONCRETE -
8 COMPACTED AGGREGATE BASE COURSE
(ABC) Stone
BASE COURSE
® BASE COURSE
W/ PSI O 0 DAYS
6X6 10/10 WWM
O SUBGRADE
6* COMPACTED AGGREGATE BASE COURSE
4" COMPACTED AGGREGATE BASE COURSE
®W/
BASE COURSE
COMPACTED SUBGRADE
N N
O O
(3)SUBGRADE
COMPACTED SUBGRADE
4" COMPACTED AGGREGATE BASE COURSE
(ABC) STONE
N N O
"0 L
X
©SUBGRAD
SUBGRADE
NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
NOTE: ALL MATERIALS AND CONSTRUCTION METHODS SHOULD
NOTE CONTRACTOR TO STAMP CONCRETE SURFACE.
CONFORM TO THE 2006 EDITION OF THE NCDOT "STANDARD
CONFORM TO THE 2006 EDMON 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 CONDI110NS. 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
RK MULCH, PLACE BARK
i AT AREAS NOT
:CTED BY BARRIER.
40.02
EgRrN � � Y
eERM
x�
fiX _ X /'
POROUS MATERIAL
(COMBINED JUTE MESH
AND NAG C125
5' STEEL POST -
COCONUT LINER OR
Z Nr
EQUIVALENT) .
H w
FLOW
NOT TO SCALE
8" X 6" TRENCH
a
BACKFILL AND
O
COMPACT FENCE AND
FABRIC BURIED IN
j
ICI ��I � � !ail
TRENCH
l���/'
•
�� \�.••
III �I,
%�.'
� I
�
EgRrN � � Y
eERM
x�
fiX _ X /'
POROUS MATERIAL
(COMBINED JUTE MESH
AND NAG C125
5' STEEL POST -
COCONUT LINER OR
Z Nr
EQUIVALENT) .
H w
FLOW
NOT TO SCALE
8" X 6" TRENCH
a
BACKFILL AND
O
COMPACT FENCE AND
FABRIC BURIED IN
TRENCH
NOTES:
1. THIS TREE BUMPER DETAIL SHALL BE USED WHEN
WORKING WITHIN 10' OF AN EXISTING TREE TO BE
PROTECTED.
2. ALL TREES SHALL BE SAVED UNLESS NOTED
OTHERWISE ON THE PLANS OR DIRECTED BY THE
ENGINEER.
3, LUMBER, WIRE AND SANDBAGS MAY BE REUSED
FOR OTHER TREES.
4, THE INTENT OF THIS DETAIL IS TO PROTECT EXISTING
TREES FROM DAMAGE DURING CONSTRUCTION
ESPECIALLY FROM BACKHOE ARM SWING. AN
ALTERNATE APPROACH MAY BE USED IF APPROVED IN
WRITING BY THE ENGINEER AFTER CONSULTATION WITH
THE TOWN ARBORIST OR HIS DULY AUTHORIZED
REPRESENTATIVE.
vy'l 01 IYA 1514 My
Grade
760.0
X
GENERAL NOTES:
1. DRIVE 5' STEEL POST AT LEAST
24" INTO SOLID GROUND.
2. USE STAPLES 1' APART
HORIZONTALLY AND VERTICALLY
TO ATTACH THE POROUS
MATERIAL TO THE WIRE FENCE.
3. MINIMUM BAFFLE SPACING IS 10'.
4. THE FLOOR OF THE BASIN IN THE
OUTLET ZONE AND BERMS
SHOULD BE SEEDED IMMEDIATELY
AFTER THE BASIN IS
CONSTRUCTED.
5. REFER TO NCESCPDM SECTION
#6.65 FOR ADDITIONAL
SPECIFIATIONS.
o0T4Fr o T
Cy
0
I
M
o
I'1 N
BAFFLE INSTALLATION
* SPACING AS NEEDED
TO SUPPORT WIRE
WITHOUT CUTTING TREE
BARK
6" TYP:
2 "X4 "X 6'
LUMBER, (TYP.)
z
W
E~
A
SCRAP 2" X 4" LUMBER LU > 00 li "o
MAY BE USED TO SUPPORT
WIRE ON BACK SIDE OF TREE 8 � LaJ
PLAN VIEW
ELEVATION VIEW
• Z
a)
W
Z Nr
H w
03
NOT TO SCALE
0-
a
O
O
STD. N0.
I REV.
O
j
30.19
L)
0
W
0
�c
A
A
Z
U)
� o"'>
Fn­­­0
LU
N N
O O
N N O
"0 L
X
SCRAP 2" X 4" LUMBER LU > 00 li "o
MAY BE USED TO SUPPORT
WIRE ON BACK SIDE OF TREE 8 � LaJ
PLAN VIEW
ELEVATION VIEW
TEMPORARY TREE PROTECTION DETAIL
40.12
'lls
757.18
Stabilization
with Mountain
Rock Rip -Rap
Or Equivalent
HORELINE STABILIZATION DETAIL
V
a�
V
L
a
V
0
W
O CL
o
oilC
_m
Ln
o c
M
N Ln
2 4f
I\ M
� M
O
N
C
C N CU �
}O U Z �
N
c��
� o 1- 6 LL E
4t-o O Q
0H
E
vrn��
DATE
September 11, 2014
Not to Scale
Note: Shoreline Stabilization shall be designed SCALE
and permitted separately through Duke Energy.
As part of this permit Mecklenburg County will be 11t =401
included as part of the review
and may vary based upon JOB NO.
Duke Energy and other
``� 111ulrrrr r� .. ;\\''I "'1'�l''t 2011 -0049
governing authorities review. .����N CAR �;� , ,�
. ••EVANS
• MECHWART
rn • HAMBLETON & •'s = ' ` SHEET
TILTON, INC.
No. F -1016 •,r\ i 'gr
C9.3
.,�q • • • .....• ,� •, fir, G I �
rri 1111i1 It , ,`l4`�
• Z
a)
W
Z Nr
H w
O C o
(wr'
TEMPORARY TREE PROTECTION DETAIL
40.12
'lls
757.18
Stabilization
with Mountain
Rock Rip -Rap
Or Equivalent
HORELINE STABILIZATION DETAIL
V
a�
V
L
a
V
0
W
O CL
o
oilC
_m
Ln
o c
M
N Ln
2 4f
I\ M
� M
O
N
C
C N CU �
}O U Z �
N
c��
� o 1- 6 LL E
4t-o O Q
0H
E
vrn��
DATE
September 11, 2014
Not to Scale
Note: Shoreline Stabilization shall be designed SCALE
and permitted separately through Duke Energy.
As part of this permit Mecklenburg County will be 11t =401
included as part of the review
and may vary based upon JOB NO.
Duke Energy and other
``� 111ulrrrr r� .. ;\\''I "'1'�l''t 2011 -0049
governing authorities review. .����N CAR �;� , ,�
. ••EVANS
• MECHWART
rn • HAMBLETON & •'s = ' ` SHEET
TILTON, INC.
No. F -1016 •,r\ i 'gr
C9.3
.,�q • • • .....• ,� •, fir, G I �
rri 1111i1 It , ,`l4`�
H w
O
W
L)
w
W
A
A
oaow�
STEEL WIRE TO TIE
LUMBER TO TREE
A O pa
USE A COMBINATION OF EXTENDED
z � �
O
F"
2X4's AND SAND BAGS TO
PROTECT THE BUTTRESS
SAND BAGS 0 BUTTRESS
ROOTS, (TYP.)
TEMPORARY TREE PROTECTION DETAIL
40.12
'lls
757.18
Stabilization
with Mountain
Rock Rip -Rap
Or Equivalent
HORELINE STABILIZATION DETAIL
V
a�
V
L
a
V
0
W
O CL
o
oilC
_m
Ln
o c
M
N Ln
2 4f
I\ M
� M
O
N
C
C N CU �
}O U Z �
N
c��
� o 1- 6 LL E
4t-o O Q
0H
E
vrn��
DATE
September 11, 2014
Not to Scale
Note: Shoreline Stabilization shall be designed SCALE
and permitted separately through Duke Energy.
As part of this permit Mecklenburg County will be 11t =401
included as part of the review
and may vary based upon JOB NO.
Duke Energy and other
``� 111ulrrrr r� .. ;\\''I "'1'�l''t 2011 -0049
governing authorities review. .����N CAR �;� , ,�
. ••EVANS
• MECHWART
rn • HAMBLETON & •'s = ' ` SHEET
TILTON, INC.
No. F -1016 •,r\ i 'gr
C9.3
.,�q • • • .....• ,� •, fir, G I �
rri 1111i1 It , ,`l4`�

M z p Z
0 0 cn ° z 171 O
P-1 -° 1--1 p m 0 O v ,.., O
<'( FQ <� ' <� F>
DHo° z�scj ao'~ z QQ� =c~n o GENERAL NOTES: z ~=
F m Cn SLOPE AS INDICATED ON PLANS Py O C.O D Hwy O O Z = U D i-i O P-1 C7 U
rn O � ­11 PLACE GROOVE OR O O S Z F 0 m � Cn SLOPE AS INDICATED ON PLANS ,y J O PO-i ,f l O � ++ ++ Li- J P-I Z
P+z -( =D 9" G� cn m L� a z z = CHAMFER ALL CORNERS 1 OR HAVE A RADIUS OF 1 Oo =
0 0 = C) � BELL END OF PIPE / W Q Z LL - " Z -(S D 9, Y m 0 0 0 = > Z
S-nZ�m TO FACE OF WALL i �'O 1-U�O� =ODnm 4' // .O. `` WQZtL= =�DDm it tl It WQQL=
=�O° - S =FZ�, mz� , 1-U�oo - � =0 PLACE 2 #6 Y BARS IN THE TOP OF ALL ENDWALL FOR PIPE CULVERTS 42 QUSOPO
z�o�„ 71--Iv
cnFUL z =moo° =FZW zHo °rT AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6" LESS THAN �FFOw
nSpZ I I I I P-i h-1 - C!)FLL H stLHJ
>D - -- �_ 000= nom N 12:1 PIPE N cc0 � �D ENDWALL LENGTH. z0o��
D I li I I x o Z H = Z r 1
1 I I I, - I P>a D D D -- -- x m SLOPE �_ Z Py D •>
< 1--1 #4 -BARS a > - - - 0 3 ".� > -< �, CONSTRUCT BOTTOM SLAB WITH FORMS . ° ° U' o t #a -BARS w O to z o° O�
z ° DO NOT INTERPRET WALL THICKNESS (T) SHOWN FOR THE THICKNESS �
ACCEPTABLE, BUT IS USED IN COMPUTING ENDWALL QUANTITIES. W
PLAN a 1z PLAN _ 12" WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM
FOOTING B OF THE PIPE, PLACE BAR "X" DOWELS IN THE BASE AS SHOWN ON PLANS.
FOOTING SPACE BARS APPROXIMATELY ON 12 CENTERS UNLESS OTHERWISE DIRECTED Lu
(IF CONST. JOINT IS USED) DOWEL W n ++
C± (IF CONST. JOINT IS USED) DOWEL W
Z n z G M c END ELEVATION BAR - "X" so co 1- cf) w Z z m G M c END ELEVATION BAR - "X" s U) z Z fTl BY THE ENGINEER. _ to F LU
.O 0= OZI-w 0Oz 0Z�w Z
M u N W cYi) = G = C) W H � Y 0 WHEN THE CONTRACTOR ELECTS TO USE A CONSTRUCTION JOINT AT THE BOTTOM LL hl LU c O
= p -4 CA DOWELS IN ENDWALL WITH REINFORCED CONCRETE PIPE z J o m H 0 N > � _ G -1 c) OF THE PIPE AND POUR THE BASE SEPARATELY LEAVE THE POUR ROUGH. z � J o a
S rti S �. O C/3 I I DOWELS IN ENDWALL WITH C. S. PIPE z o
C C I I PIPE SINGLE PIPE DOUBLE PIPE O = O C M S I I PIPE SINGLE PIPE DOUBLE PIPE H c= 0 C C R1 S + �. O
I I IOC. DIA. 15" 18" 24" 30„ 36" 42" 48" 15" 18" 24" 30" 36" 42" 48" Q {� �"� O O USE CLASS B CONCRETE. O rn v
W Z D I I I I ( I I ( S ' W W I I I I ( LOG. DIA. 15" 18" 24" 30" 36" 42" 48" 15" 18" 24" 30" 36" 42„ 4$" Q �"� r m D 0 , L)
BARS "X" "X" »X» „X" rrX» „Xrr Y* rrXr, Y* »X., »X» »X., „Xr, „X„ »X» Y* „X» Y* ° r m I W
= m G z ( I I J W w R1 Z > ( I I BARS »X„ ,rX„ ,rXrr »X» »X,. rrX„ Y* "X„ Y. „Xr, "Xrr rrX„ ,rXr, r,X» 12:2* Y „X» Y* o m Z Z o W A
p G OTY. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 ° a CL O Z 1 W W W
_ _ _ _ G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 5 0 J a CL _u N D s cc 3 a tl F
D _�_� -_ -_ -�- - _�_�_� AI QTY. _ _ _ _ _ _ 2 - 2 1 1 2 2 2 2 2 3 2 S J ~ 1-"1 ° 0 ° d t1
2 2 1 1 1 2 2 2 2 Q Q d. LL � > - - - - - - - - M QTY. i° DOWEL G QTY. 2 2 3 3 4 4 5 2 2 3 3 4 5 ° 3' 177 cc
1�1.i r° L DOWEL G O7Y. 2 2 3 3 4 4 5 2 2 3 3 4 4 5 Z Q 1"1 S
CL a r °
Ifi ° TOTAL IBS. 9 9 14 14 19 55 65 12 12 19 19 23 77 92 Q Z W O r L 2E Q R1 ° W
S F � d. Iii p TOTAL IBS. 9 9 14 14 19 53 62 12 12 16 19 23 73 85 Q Z W DO , _ Z J A
> OPTIONAL CONSTRUCTION JOINT Cp W 3) F J [7• W
C DIMENSIONS AND CONCRETE QUANTITIES = = O 0 OPTIONAL CONSTRUCTION JOINT (n W m O C O
o f Z USING CONCRETE PIPE � W O S C ''-' = W= ac Oo i Z = W s C4
1/7 ELEVATION P F o f Z ELEVATION DIMENSIONS AND CONCRETE QUANTITIES z
(n Iii y COMMON DIMENSIONS SINGLE PIPE DOUBLE PIPE J W G �% P-I ~ O C F LLI
F
USING CORRUGATED STEEL PIPE J W F CD m N
M r� Z p D H B G T S L YD' M L YD3 Z Q 1..1 -1T
COMMON SINGLE PIPE DOUBLE PIPE C3 �' 0 '- ITT "� Z O Z 0
S 15" 3' -3„ 1' -8" 2' -9" 2'%4 "' 912" 5' -6" 0.7 2' -2" 7' -8" 1.0 W Z r S D R B G L YD3 M L YD3 W Z s w Z Z
i 18" 3' -7" t` -10" T -2" 212" 10" 6' -4" 1.0 2' -7" 8` -11" 1.3 O r t5„ O Q N r O Q
r
3' -a" 1' -8" 2' -6" 5' -O" 0.7 l'- it 6'- 11 1.0 M ti
Itli 24" 4' -2" 2' -1" 4' -O" 3" 10" 8' -0" 1.5 3' -5" 11' -5" 2.0 iii 18" 3' -7" t' -10" 2' -11" 5' -10" 1.0 2' -3" B` -1" 1.2 V
30 5' -0" 2' -6" 4,_7» 4144„ 1112„ 9' -2" 2.3 4' -3" 13' -5" 3.1 � 24" 4' -1" 2' -1" 3' -8" 7` -4" 1.4 3' -0" 10, -4" 1.9
36„ 5' 8" 2, -8 5` -6° 4344» 111/2» 11' O" 3.4 5' 0" 16` 0" 4.5
42" 6'-2" 3' -1" 6' -4" 514 1112" 12' -8" 4.5 5, 10" 18,_6„ 6.0 30" a' -7" 2 -4` a' -5" 8 " -10" 2.0 3` -9" 12' 7" 2.7
36" 5' -1" 2, -7" 5' -2" 10,_4» 2.8 4, 6" 14' -10" 3.8
48" 6' -9" 3' -5" T -2" 53rd° 11 14, -4" 6.0 6' -8„ 21' -O" 8.0 42" 5` -7" 2' -10" 5' -11" 11` -10" 3.8 5' -3" 17,_1„ 5.0 OO
SHEET 1 OF 3 *SEE SHEET 3 SHEET 1 OF 3 SHEET 3 OF 3 SHEET 3 OF 3 A Q`
SJB.01 838.01 FEET 2 OF 3 1 48" 6' -1" 3' -1" 6' -8" 13' -4" 4.9 6' -0" 19` -4" 7.5 SHEET 2 OF 3 L{�
v 8 1 V V *SEE SHEET 3 Q
�0
I..V
p GENERAL NOTES: Z O 0
p Z v z cal O
rn FRAME GRATE AND HOOD O p 0 0 p 0 o ) O V
° -O BACK OF CURB SEE STD. NO. 840.03 USE CLASS "B" CONCRETE THROUGHOUT. Cn P-i i"1 N 1'-1
rn m
i--i P-i < --1 S� EXPANSION JOINTS F �- < -1 2" WEEP HOLES GENERAL NOTES: F >- n DO
< , X PROVIDE ALL CATCH BASINS OVER 3' -6" IN DEPTH WITH STEPS 12" F Q i--i Z Q Q P-1 Z Y USE CLASS "B" CONCRETE THROUGHOUT. Q Q lV
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. Q F {A O 6„ E 4' -6° 4' -6" Z F = CA O Z F _ Z - O /
Cn O Z = D Py O U Di--i O PROVIDE ALL DROP INLETS OVER 3' -6" IN DEPTH WITH STEPS 12" GC U
> P-i� 37� TOP ELEVATION OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT Py O Ue U F 0 m -7 C!) 6" 6" W J O N F O m -1 C/) ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66. IL J O H 1 1 1 p N N
0 -{ .o,:,v :_.o. :Z a 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J PH m � #4 BARS "V" STD. 840.03 FRAME, OL Z m ( W
Er! Z = Y Y d Z P Z 1= D E UAL PA E O O O= Py Z -(S D I OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY OR #4 BAR DOWELS AT O O u)= Z - W
00 = m N
v' USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. GRATE $HOOD
Py � D A ;- � - - � (') O � � 1 � Z •, O �% � 12" CENTERS AS DIRECTED BY THE ENGINEER. � Z ..
O0 =nom Z O n y¢" �I 1k2" LLIQ LL o >
D T7.1 .:o m - - -- ;o; IF flEINFOflCED CONCRETE PIPE IS BET IN BOTTOM SLAB OF BOX, ADD TO SLAB W Q Q LL = S -17 Z > m 3,r ( I / U = 0 0 S -rt Z D m X ! X USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. F-1-) Q _ 00 X rn
.. Z M c '.e AS SHOWN ON STD. NO. 840.00. F U O Ur " 3) - Q O N O N
37 ._ vi O > Q I--1 " U) O IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB F P-i > 2 "0
S U O O ___ 6" B 6" x USE TYPE "E ", "F" AND "G„ GRATES UNLESS OTHERWISE INDICATED. = I- Z P-I Z = 'p T1 , > F = Z Z S �1 ( AS SHOWN ON STD. NO. 840.00. F = Z W 11
v:' D r H n Z w O Q n 37 CONSTRUCT WITH PIPE CROWNS MATCHING. Ch i'-i DO
• O O E-y a:. :_ FOR 8' -0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER O F LL 0 J �) E"1 _ _ \ O > O LL J O Py I LL O J�
C7 = Z _ ° 8' -0' TO 16' -0" IN HEIGHT USE 8' WALLS AND BOTTOM SLAB. ADJUST O Q = --1 R N R = CC = Z I 0 cc O O cr L{_ (6 - Z
• Ss. D D :: °' -P'' °- .v. QUANTITIES ACCORDINGLY. O O CC `�-',> D cW., v O 6' -0" > D - - , SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES NOT SHOWN. Z H `-
D z D a a PLAN F > D 1 INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. F > >
CONSTRUCT WITH PIPE CROWNS MATCHING. F h>•I '� Py N rn Q rn Ci. P-4 ,y Pa LIJ N
H O " ' {n 2 ��1! C1) INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A p Z 0 r
OO PLAN X 3" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1 0'-° O ¢ J ¢ J LL CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES W ° O W W U
Z I,LI Z m ¢ LL m = ° Z I POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEEq. ° O
SECTION X -X DRAWING NOT TO SCALE. ° c c! 'k w EOEV. 6" CHAMFER ALL EXPOSED CORNERS 1 ". u v�
TOP ELEVATION w
USE ON FLAT UNDER EXPANSION JOINT Y_ ' DRAWING NOT 70 SCALE.
PLAN
TOP ELEVATION WITH GRATE & FRAME REMOVED
FRAME GRATE AND H000
SEE STD.NO. 8x0.03 STEPS -STD. NO. 840.66 STEPS - STD. N0. 840.66 S+ rrl _ I DEPRESSED GUTTER LINE
EXPANSION JOINT I I m I I
6° A o" 6 _ TOP ELEVATION - - - - PLAN OF TOP SLAB SECTION S -S BRICK COPING(INCIDENTAL}
M �' x °, m `- = Z ELEVATION 0 z TOP ELEVATION p
O' A Z 0 NORMAL CURB AND GUTTER ON LIGHT GRADES LL H O v STD. 840.16 FRAME W W
l
Z Py L '. P. 6.v, B O E -'.' .. U, Z Py Ni ,"y &GRATE tS J
o' - Z Z Z
j fn m "v '...:. o' a E-.•J NORMAL GUTTER LINE m W j G± � Z W
U) cn CD
.p a... . °.. 2'- w N .� S EXPANSION JOINT 6,r Py d N S I 6„ #4 BAR P-1 M CL
A 6»
o, 6" G :: 6" x -y m ,0-, 'iii CA 6" E #8 "W" BARS #4 BAR 8„ TOP Q Pi a 1,1,1 � 6r, 8 6» 'S P1
171 SECTION Y-Y 6» D s" Q a -1 -( ELEV. CC = a -1 -i N = O. a C7 a W
S Iii z D ?a 9 p 0 (� - = m Z @4EQUAL SPACES N USE ON GRADES VER 2� O (� _r - Z x x ° 0 a
c o.' C7 D I -- cc Q > cC O 0.d
37 ° RISER HT. ° C ° DEPRESSED GUTTER LINE ° LC) C ° I I ° ce)
C: D VARIES - p° v' CC Q 37 t0" I 6' -0" 37 - , l 0 1�
CA '� 37 a i °'0' Q CA ° EXPANSION JOINT Q V W �u/ I ¢
o .. °...z:. .o. -` °'.. O ;

o_
DO
O
E
U)
E
0
3
'O
C
it
N
J
Q
et
O
n
a
v
>
to
m
J
s
SHUT -OFF VALVE #1
REMOVABLE INSULATED
ENCLOSURE MEETING ASSE
1060 SPECIFITIONS.
EN CLOSURE CO T INCLUDE
DRAIN PORTS) PER CMU
REQUIREMENT.
SLOPEGROUND
AWAY FROM
COVER (TYP.)
RAINER -
RECOMMENDED
TEST -
COCK #1
CHECK VALVE #2
CHECK VALVE #1 -T
SHUT -OFF VALVE #2
ROW -
TYPE K OR L COPPER TUBING
PIPE OR GALVANIZED STEEL
PIPE FOR MIN. OF 5' ON EACH
END OF THE ASSEMBLY.
SEE NOTE #2
POINT
Z
Oft RELIEF
VALVE
N o OUTLET
TYP) REQUIRED
NOTES:
1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CMU
SPECIFICATIONS. SHUT -OFF VALVES ARE SPECIFIC TO EACH APPROVED
BPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED.
REFER TO CMU APPROVED LIST OF BPA's,
2. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
STANDARDS & SPECIFICATIONS.
3, INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE
INFORMATION - HEATED INSULATED ENCLOSURE IS RECOMMENDED.
NO INSULATION SHALL BE WRAPPED AROUND SPA.
4, ALL LOCATIONS FOR SPA'S REQUIRE CMU APPROVAL AND MUST BE
OUTSIDE OF ZONING SET -BACK.
5. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CMU - REQUIRED BACKFLOW PREVENTER.
6. EACH CMU- REQUIRED SPA IS REQUIRED TO BE TESTED BY A
CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
T ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE -
MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CHARLOTTE - MECKLENBURG UTILITIES
BACKFLOW INSPECTOR.
,
- - - 6"MIN.
. v , , .
• : .,: .. • .. 1 ..... • : .�....
:...... A.;..
1. HYDRANT LOCATION:
-'' 1-i 1'1,I
°°
CMU REQUIRED BPA
..,
IN ALL CASES UNLESS OTHERWISE NOTED ON MAP.
HOLES ON A Q
0 31" B.C.D. Ygn N
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY
VALVE SWIVEL HYDRANT
THE ENGINEER.
ABOVEGROUND
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE
SWIVEL 90' 6" G.V. - M.J.
BEND
VALVES ARE LOCATED DOWNSTREAM OF HYDRANT.
Z
4. EXTENSIONS REQUIRED. AS DETERMINED BY. THE
- -' - - _2J MIN, _
ZONING
F.H. NON -N.C. DOT R /W)
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
BACK OF CURB
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
_
EARTH, AMOUNT DETERMINED BY THE ENGINEER.
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER
SETBACK
(1) PLAN ViEW
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
Z
a z
8. ALL HYDRANT PIPING SHALL BE D.LP-
-
-
SEE
MACHINED 1
SURFACE
MIN, 4" THICK
PROPERTY NOTE #4 & #5
SUPPORT AS
CONCRETE
PAD REQUIRED
LINE
REQUIRED BY
J
SWIVEL HYDRANT
- -
DESIGNER
1-1 1/2"
'°
CMU
F.H.
F.H. ADAPTER.
�� W
METER
(3) PLAN VIEW
(4) PLAN VIEW
PUBLIC
O
UTILITY DEPARTMENT
q Tf
WATER
Lu Z
CHARLOTTE, NORTH CAROLINA
WALL REINFORCING TO BE MINIMUM OF 0.f2 S0. IN.
MAIN C
rLAx
WATER
3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
FIRE HYDRANT DETAIL
A•
-1 o..
a
c
6 xe. D•:. e1- fe.A:"„ s„N.ree e1- D.agn•0 Nr ao.� e1- � N ooe. �L _
TYPICAL LOCATION REQUIREMENT
0- U)
July 27, 1995
FOR ABOVE GROUND INSTALLATION
XIV - 57
261/4" - VFRAME
N.T.S.
8 3/4" NOTE:
7 1 /2"�
1. FERROUS CASTINGS SHALL BE
- - -- - -- -PER ASTM A -48, GLASS 30.
7.1/4" 2" ,
2 1/2"
a (2) PICK HOLES -
1/4"-yTT 6 1/4" •.- 7/16' 1 1/2"
I5"
2 LUGS
�
3
6' 1 1
J
(4)
1-1/4" RIBS . .
1/4" `
i� COVER - TOP VIEW
I 9 -1/2"
VALVE BOX TOP SECTON
(SECTION _ VIEW)
- .
3 8°
J
7 1/2- B.
15 1/2"
7" 6 1/2-
VALVE BOX - BOTTOM SECTON
(SECTION VIEW)
July 27, 1995
,
I i
53 Water Specifications /Details (SD)
Q o �I
Up
(D i
ZN
Z
if
Z >
�0
a m
Q
if N
06
W N
W r
U�
Lij
ED
Q°
D
N O
J
Y Ill W >
WI -°LU
N- D ,
Z
On
� H
Q N m
2
U
w
�I O
x
U
NOTES:
- - - 6"MIN.
ON OF CNARLOT7E STANDARD
CAST IRON FRAME AND COVER
SETBACKk� ABOVE GROUND
1. HYDRANT LOCATION:
-'' 1-i 1'1,I
°°
ON ROADS WITH CURB & GUTTER, USE .DETAIL (1).
` •
IN ALL CASES UNLESS OTHERWISE NOTED ON MAP.
HOLES ON A Q
0 31" B.C.D. Ygn N
2. BURIAL TO BE 3.0' UNLESS OTHERWISE DIRECTED BY
VALVE SWIVEL HYDRANT
THE ENGINEER.
TEE
3. FOR HYDRANTS ON DEAD END LINES, MAIN LINE
SWIVEL 90' 6" G.V. - M.J.
BEND
VALVES ARE LOCATED DOWNSTREAM OF HYDRANT.
Z
4. EXTENSIONS REQUIRED. AS DETERMINED BY. THE
- -' - - _2J MIN, _
ENGINEER.
F.H. NON -N.C. DOT R /W)
5. 4" OUTLET TO BE TURNED FACING ROADWAY.
BACK OF CURB
6. CONCRETE BLOCKING TO EXTEND TO UNDISTURBED
_
EARTH, AMOUNT DETERMINED BY THE ENGINEER.
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER
Ill
FF
]
(1) PLAN ViEW
7. SEE DETAIL 5A FOR PLACEMENT OF F.H. IN N.C. DOT R /W.
Z
a z
8. ALL HYDRANT PIPING SHALL BE D.LP-
-
`^ II
y
MACHINED 1
SURFACE
Z
W W
CONCRETE
M.J. TEE 2.5(�•) VALVE SHALL -
VAfT1ES
QO
NOT BE PLACED
M.J. RESTRAINED IN ROAD DITCH. 6" G.V. SWIVEL HYDRANT
6 "G.V. TEE
JOINTS OR LONG
M.J.
J
SWIVEL HYDRANT
M.J.RESTRAINED
ADAPTER.
1-1 1/2"
'°
SWIVEL HYDRANT
F.H.
F.H. ADAPTER.
�� W
1 5/8"
(3) PLAN VIEW
(4) PLAN VIEW
CHARLOTTE - MECKLENBURG
O
UTILITY DEPARTMENT
q Tf
ENGINEERING DIVISION
Lu Z
CHARLOTTE, NORTH CAROLINA
WALL REINFORCING TO BE MINIMUM OF 0.f2 S0. IN.
STANDARD DETAIL
rLAx
WATER
3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
FIRE HYDRANT DETAIL
A•
-1 o..
a
c
6 xe. D•:. e1- fe.A:"„ s„N.ree e1- D.agn•0 Nr ao.� e1- � N ooe. �L _
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
0- U)
July 27, 1995
Water Specifications /Details (SD)
XIV - 57
261/4" - VFRAME
U.S. FOUNDRY & MFG. CORP.
EAST JORDAN IRON WORKS
ON OF CNARLOT7E STANDARD
CAST IRON FRAME AND COVER
SETBACKk� ABOVE GROUND
(4) - 0 1" ANCHOR
(4) - 0 1" ANCHOR w
o
a
-
N4 3 HOLES ON A
HOLES ON A Q
0 31" B.C.D. Ygn N
z I>_
J 0
SPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED.
6�L Obi, 0 32 3/4" B.C.D.
3or
LINE
®
Z
- - --
- 11
PICK HOLES NARY -
SA
>
Oz
0
0
W �_
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y)
Z
m
0
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER
Ill
FF
]
N
ON
0
Z
a z
SECIXMI VARIES
Z
`^ II
y
MACHINED 1
SURFACE
Z
W W
'
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH
QO
MACHINED
1 1/2" 4° ®
J
SURFACE
NOTES
J
1-1 1/2"
'°
J
O /
a
�� W
1 5/8"
try
WL U
0
O
Q
q Tf
G1A553
Lu Z
O
WALL REINFORCING TO BE MINIMUM OF 0.f2 S0. IN.
}
if m
II
3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
iZ Q
SHALL HAYS REINFORCING EOUAL IN AREA TO
MINIMUM OF WALL SECTION.
U-1 ❑ r
W-
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
0- U)
27 7/16"
27 1/2"
FRAME 261/4 "►{ 1112"
>- _ LU
~U
Z
261/4" - VFRAME
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
N
24"
3"
❑
-
(n N
t7 7 1/2„
N.
O
8. EACH CMU- REQUIRED SPA IS REQUIRED TO BE TESTED BY A
FLANGE STRAINER
7/8" J
CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
- 1 1/8"
iZ N
6. ALL SURFACES SHALL BE SMOOTH F4£M TEXTURED
5/8" 7 1/2'
11/2" 1
24" -
m
z
N
J
LIJ
5/8"
5" MAX. 9" MAX_
U
}
�-
Q
UW
ILL
0 LU
28 3/8" -
28 3/16"
i J
FLANGE CHECK VALVE W /BLIND FLANGE -2" TAP /THREADED BRASS PLUG
36"
36"
IMP
Q >
U)
13
I- �
Z
Q
FRAME SECTION
a
N
WITH A 5-4" TRANSITION SEC77ON PLACED DIRECTLY
11
WEIGHT - 170 LB. MIN., 0% MINUS TOLERANCE
WEIGHT - 173 LB. MIN., 0% MINUS TOLERANCE
U
11. ALL MANHOLE SEC77ONS SHALL BE DESIGNED FOR
NOTES:
LOAD RATING - HEAVY DUTY USE WITH TYPE 1, 2, OR 3 COVER
MATERIAL - ASTM A48 - CLASS 35 GRAY IRON FRAME SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
•�1I o
Q
COATING - UNDIPPED FRAME SHALL NOT BE OUT OF ROUND.
v
TEST COCK #1
RESTRAINED JOINT -J,
SEE NOTE #3
REMOVABLE INSULATED
ENCLOSURE MEETING AS-
1060 SPECIFICATIONS.
ENCLOSURE TO INCLUDE
DRAIN PORTS PER CMU
REQUIREMENT.
SLOPEGROUND
AWAY FROM
COVER
SLEEVE REQUIRED
(TYP.)
July 27, 1995
RESTRAINED JOINT
SEE NOTE #3
MIN. 4" THICK
CONCRETE PAD
REQUIRED
COPOLAO? POLYPROPYLENE PLASTIC
112' GRADE 60 STEEL REINFORCEMENT
N07E:
iMS STEP 70 BE DRIVEN NTO
TAPERED MXES IN PRECAST
MANHOLE SECBONS DO NOT
USE AS A 4RW7ED -1N STEP.
5 -3/4"
4.
A
A.
.Q 1000 LB. PULL OUT TEST REPORT
REOUIRED ON EACH STEP.
1/4"
SEE NOTE #4
DUCTILE IRON PIPE OR
TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
ON EACH END OF ASSEMBLY.
SEE NOTE #3
CHARLOTTE - MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
STANDARD DETAIL
SEWER
�. PLASTIC STEP CORED HOLE
DRIVEN iN PLACE
XV -70 Sewer Specifications /Details (SD)
NOTES:
U,
ON OF CNARLOT7E STANDARD
CAST IRON FRAME AND COVER
SETBACKk� ABOVE GROUND
y
W
FIN-WED GRADE
o
1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CMU
SPECIFICATIONS. SHUT -OFF VALVES ARE SPECIFIC TO EACH APPROVED
Q
z
a
J 0
SPA AND NO SUBSTITUTIONS OF SHUT -OFF VALVES ARE PERMITTED.
Z
j �)
a N
LINE
REFER TO CMU APPROVED LIST OF BPA's.
U)
- - --
- 11
PICK HOLES NARY -
SA
r �
Oz
CMU
W �_
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y)
Z
m
w
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER
Ill
FF
]
O
Z
WATER a
SWITCHES ARE REQUIRED.
SECIXMI VARIES
MAIN Q
j
❑
3. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU
Q
STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH
F "-
Z
MEGALUG RESTRAINTS OR APPROVED EQUAL.
TOP SECTION VALVE BOX. Z
U
NOTES
TYPICAL LOCATION REQUIREMENT
O
4. SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER, 8" - 12" SHALL
BE SUPPORTED AT EACH VALVE AND SHALL NOT BLOCK RELIEF VALVE
A
W
J
ON DRAIN PORT.
6
IZ 0
5. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE
3 1/4" o } o
U UJ
INFORMATION - HEATED INSULATED ENCLOSURE ARE REQUIRED FOR
FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
Z
FIRE LINE SERVICES. NO INSULATION SHALL BE WRAPPED AROUND SPA.
BOTTOM SECTION VALVE BOX.
O
WALL REINFORCING TO BE MINIMUM OF 0.f2 S0. IN.
}
if m
6. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL AND MUST BE
OUTSIDE OF ZONING SET -BACK.
3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
iZ Q
SHALL HAYS REINFORCING EOUAL IN AREA TO
MINIMUM OF WALL SECTION.
ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH.
W-
7. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
9
C-4
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
F.
r
0
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
RUBBER JOINT MASTIC.
t
1/
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CMU- REQUIRED BACKFLOW PREVENTER.
❑
-
(n N
ADD117ONALLY REINFORCED WITH A MINIMUM OF
N.
LIJ
8. EACH CMU- REQUIRED SPA IS REQUIRED TO BE TESTED BY A
FLANGE STRAINER
r
CMU - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE.
- 1 1/8"
iZ N
6. ALL SURFACES SHALL BE SMOOTH F4£M TEXTURED
11
_
9. ALL BACKFLOW PREVENTERS INTENDED FOR ADDRESSING CHARLOTTE -
I
LIJ
MECKLENBURG UTILITIES REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CHARLOTTE - MECKLENBURG UTILITIES
5" MAX. 9" MAX_
U
BACKFLOW INSPECTOR.
Q
BE J14• PFE OD AT 7ROVGH. FAR 12'
WITH EXPANSION GROUT.
•�1I o
��LL Q
❑ m
8. INVERTS MAY B£ 3600 PSI READY MIX CONCRETE
FLANGE CHECK VALVE W /BLIND FLANGE -2" TAP /THREADED BRASS PLUG
W
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE
t-+ -- r -e• (MIN.)
-
U)
13
U)
SHELF.
Q
ZONING CMU REQUIRED BPA
U,
ON OF CNARLOT7E STANDARD
CAST IRON FRAME AND COVER
SETBACKk� ABOVE GROUND
y
(BOLT DONN -WA7ER D(YfT)
FIN-WED GRADE
3
W Z
3
VA RR7CK OR CONC GRADE
J 0
SEE
PROPERTY NOTE #6 & 47
Z
j �)
I- W
LINE
y U
W
- - --
- 11
PICK HOLES NARY -
SA
r �
W
CMU
W �_
p 4
METER
i J
K 3
PUBLIC 3
Ill
FF
]
O
Z
WATER a
F
SECIXMI VARIES
MAIN Q
j
F U
PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS
Q
N M
F "-
2
VERIFY LENGTH TO DETERMINE MINIMUM VAULT LENGTH.
TOP SECTION VALVE BOX. Z
U
NOTES
TYPICAL LOCATION REQUIREMENT
STRAIGHT WALL OF M.N.
FOR ABOVE GROUND INSTALLATION
A
N.T.S.
p
6
•
�I a
AS MODIFIED BELOW.
3 1/4" o } o
NOTES:
pTY OF CHARLOTTE STANDARD
ON OF CNARLOT7E STANDARD
CAST IRON FRAME AND COVER
NO. DESCRIPTION
CAST CRAY FRAME AND COYER.
(BOLT DONN -WA7ER D(YfT)
FIN-WED GRADE
.: .. :.. . , ..
- _
3
VA RR7CK OR CONC GRADE
..... .
RNGS FOR AD.US1MENr OF
H.
N
24' FLUSH MANHOTES
N ]• 2'
- - --
- 11
PICK HOLES NARY -
SA
r �
ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO
I.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
2
STANDARD VALVE BOX ASSEMBLY (TYP.) - ALL VALVES
W
HSGH R/SFR
PROPERTY LINE VALVE.
J.
AND CONE
3
m
SECIXMI VARIES
C.
ATxlT
K-
PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS
STEPS (ON SIRAIGHTWALL)
(REDUCER NOT REQUIRED ON NEW MAIN INSTALLATIONS)
FLANGE DUCTILE IRON TEE WITH ADJUSTABLE FLANGE SUPPORT Z
F "-
S•
VERIFY LENGTH TO DETERMINE MINIMUM VAULT LENGTH.
TOP SECTION VALVE BOX. Z
(MANHOLE BOOTS) OR WITH 8- INCHES OF BRICK &MORTAR (AND 1/2
NOTES
FLANGE DUCTILE IRON 90` -BEND
STRAIGHT WALL OF M.N.
D.
VAULT SHALL BE SIZED AS NEEDED FOR PIPE (7.5'x4' MINIMUM) AND
WF EO
TO BE PP 0 u .H.)
LUENr PIPE (4' e
L MANHOLE TO CONFORM WIN ASTM C478 EXCEPT
6
FLANGE x PLAIN END DUCTILE IRON PIPE (MIN. SPECIAL CLASS 53)
AS MODIFIED BELOW.
3 1/4" o } o
RATED FOR NCDOT HS -20 LOADING - SUBMIT SHOP DRAWINGS / P.E.
2. MANHOLE BASE TO BE REINFORCED WITH A MINIMUM
FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
c
AREA OF 0.20 S0. IN PER LINEAL FOOT EACH WAY.
BOTTOM SECTION VALVE BOX.
3 13/16" 1 5/8" 3 1/8" 1/2" �I �-
1 3/8" - -i + 0 22 13/16"
9/16"
WALL REINFORCING TO BE MINIMUM OF 0.f2 S0. IN.
}
4'-0' OR 5' -0'
PER LINEAL FOOT. EITHER TONGUE OR GROOVE
3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
m
SHALL HAYS REINFORCING EOUAL IN AREA TO
MINIMUM OF WALL SECTION.
ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH.
M.
J. ALL JOINTS SHALL CONFRO44 WITH ASTM 47443. -
9
FLANGE GATE VALVE; WITH 2" OPERATING NUT - OPEN RIGHT AND WITH
4. STEPS TO BE PLAS77C PER CITY STANDARDS
F.
A
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3"
RUBBER JOINT MASTIC.
A
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
❑
-1 -III -111 -111 -III,
ADD117ONALLY REINFORCED WITH A MINIMUM OF
N.
ALL VALVES SHALL BE OPEN RIGHT -CLOCKWISE, EXCEPT NO. Q3
0.20 SO. IN. OF STEEL AT 90 DEGREES(ADDITOINAL
FLANGE STRAINER
Z
REINFORCING NOT REQUIRED FOR CORED OPENINGS)
- 1 1/8"
FLEAOLE C0V1PLNG CAST W BASE OR
6. ALL SURFACES SHALL BE SMOOTH F4£M TEXTURED
11
NSTAIIED W CORED HOLE WIN STANLESS
WITH A MINIMUM OF HONEYCOMB, FINS AND OTHER
I
SIM COMPRESROV DEWCE.
IMPERFEC77ONS
5" MAX. 9" MAX_
FOR B' AND 10- PIP& NVER75 ARE TO
7. PENETRATING LIF77MG HOLES SHALL BE PLUGGED
Q
BE J14• PFE OD AT 7ROVGH. FAR 12'
WITH EXPANSION GROUT.
•�1I o
��LL Q
AND LARGER PP£ PRO YmE RKL WVERT
8. INVERTS MAY B£ 3600 PSI READY MIX CONCRETE
FLANGE CHECK VALVE W /BLIND FLANGE -2" TAP /THREADED BRASS PLUG
AS SHONN. AA LELF LL TO SLOPE OV
FROM rxE MANHOLE WALL 70 THE RKIICN
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE
t-+ -- r -e• (MIN.)
-
9. STEPS IN 5' DIAMETER MANHOLES TO BE OVER WIDEST
13
MECHANICAL JOINT (RJ) GATE VALVE -2" OPERATING NUT - OPEN LEFT @
PROPERTY LINE
SHELF.
10. 4 @ CONE SECTONS MAYBE USED WITH 5`0 MANHOLES
WITH A 5-4" TRANSITION SEC77ON PLACED DIRECTLY
11
BENEATH THE 4'0 CONE
12.
VALVE BOX (TYP.)
1/4" OR 3/8" ID CONDUIT - SDR 9 PEX TUBING -
ASTM F 876.
11. ALL MANHOLE SEC77ONS SHALL BE DESIGNED FOR
H -20 LOADING.
12 MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
>
F J
WITH BOLT DOWN F&C IS 32 ".
A
A
2' FALL
CONCRETE( ROADWAY, DRIVEWAY OR SIDEWALK)
Q
()
i
5" MIN. 5
CHARLOTTE- MECKLENBURG
14.
ASPHALT PAVEMENT.
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
COMPACTED AGGREGATE BASE COURSE (CABC)
Z
STANDARD DETAIL
SEWER
PRECAST MANHOLES
- W
4' AND 5' DIAMETER
-
a
6
16.
Na D•N Br P•J4en
SrM,.4 By 0 BY D,aw�i PmM-�AA Y
July 27, 1995
XV -60
Sewer Specifications /Details (SD)
NOTES:
EAST JORDAN IRON WORKS
2011 -0049
NO. DESCRIPTION
a
A.
ALL FLANGE HARDWARE (BOLT /WASHER/NUT) SHALL BE STAINLESS
G.
STEEL REINFORCING DESIGN SHALL CONFORM TO ASTM C857
1
4" TAPPING SLEEVE AND 4" FLANGE x MJ TAPPING VALVE ON EXISTING W
m
STEEL- TYPE 304 WITH ANTI -SEIZE COMPOUND.
H.
REBARS SHALL BE GRADE 60 PER ASTM A615
O
MAIN. 3" MJ TEE AND 3" MJ GATE VALVE ON NEW MAIN. Q o
- - --
- 11
PICK HOLES NARY -
SA
B.
ALL PIPE SHALL BE RESTRAINED JOINT DUCTILE IRON FROM TAP TO
I.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
2
STANDARD VALVE BOX ASSEMBLY (TYP.) - ALL VALVES
W
2 3
1
PROPERTY LINE VALVE.
J.
DIAGONAL REINFORCING SHALL BE ADDED AT ALL OPENINGS
3
4"x 3" REDUCER (RJ) REQUIRED ON EXISTING MAIN INSTALLATIONS.
o
C.
METER CONFIGURATION AND LENGTH MAY VARY DUE TO BRAND -
K-
PIPE PENETRATIONS SHALL BE SEALED WITH FLEXIBLE CONNECTORS
4
(REDUCER NOT REQUIRED ON NEW MAIN INSTALLATIONS)
FLANGE DUCTILE IRON TEE WITH ADJUSTABLE FLANGE SUPPORT Z
F "-
DO
VERIFY LENGTH TO DETERMINE MINIMUM VAULT LENGTH.
TOP SECTION VALVE BOX. Z
(MANHOLE BOOTS) OR WITH 8- INCHES OF BRICK &MORTAR (AND 1/2
5
FLANGE DUCTILE IRON 90` -BEND
n
'-II
D.
VAULT SHALL BE SIZED AS NEEDED FOR PIPE (7.5'x4' MINIMUM) AND
0 26"
13/16" r 1 1/2"
INCH THICK CONSTRUCTION EXPANSION MATERIAL)
6
FLANGE x PLAIN END DUCTILE IRON PIPE (MIN. SPECIAL CLASS 53)
Of LLj
Z
3 1/4" o } o
RATED FOR NCDOT HS -20 LOADING - SUBMIT SHOP DRAWINGS / P.E.
L.
FRAME TO BE FLUSH WITH GROUND OR CONCRETE SIDEWALK, GROUND
7
MJ LONG PATTERN SOLID SLEEVE WITH RESTRAINED JOINTS
BOTTOM SECTION VALVE BOX.
3 13/16" 1 5/8" 3 1/8" 1/2" �I �-
1 3/8" - -i + 0 22 13/16"
9/16"
SEALED FOR REVIEW.
}
SHALL SLOPE AWAY FROM VAULT.
8
3/4" BALL CORPORATION STOP WITH TAPPING SADDLE
I- 11111,=
E.
ALL CONCRETE SHALL BE MINIMUM 4000 PSI COMPRESSIVE STRENGTH.
M.
ALL JOINTS SHALL BE MADE WATERTIGHT USING 2 RINGS OF BUTYL
9
FLANGE GATE VALVE; WITH 2" OPERATING NUT - OPEN RIGHT AND WITH
-
F.
DESIGN SHALL CONFORM TO ASTM C858 - SPECIFICATIONS FOR
>
RUBBER JOINT MASTIC.
GATE VALVE (OR BALL VALVE, AS APPLICABLE ).
ADJUSTABLE FLANGE SUPPORT ON BYPASS VALVE
❑
-1 -III -111 -111 -III,
"UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURE"
N.
ALL VALVES SHALL BE OPEN RIGHT -CLOCKWISE, EXCEPT NO. Q3
10
FLANGE STRAINER
Z
Q
Z
- 1 1/8"
3" MIN. 5" MIN.
0
11
FLANGE COMPOUND METER ASSEMBLY W /AMR TRANSMITTERS. METER
RECEIVE BOTTOM SECTION OF VALVE BOX.
I
N
WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCE
5" MAX. 9" MAX_
U
CONFIGURATION MAY VARY DUE TO BRAND SUPPLIED.
Q
AWG #12 GAUGE COPPER TRACER WIRE (7HWN)
20
•�1I o
��LL Q
COATING - UNDIPPED COVER SHALL NOT BE OUT OF ROUND.
12
FLANGE CHECK VALVE W /BLIND FLANGE -2" TAP /THREADED BRASS PLUG
t-+ -- r -e• (MIN.)
-
MIN.)
13
MECHANICAL JOINT (RJ) GATE VALVE -2" OPERATING NUT - OPEN LEFT @
PROPERTY LINE
LLI J
4_ 0. 24
314" TAP /PLtiGGED
5. -
FOR TESTING
(MIN.) 3 4.0"
I (MIN.I
1b RJ
D.I.P.
z-0
(MIN.)
14 MECHANICAL JOINT PLUG WITH 2" TAP LII Q
15 2" PIPE GALVANIZED STEEL (SCH 80), RED BRASS (SCH 40), HDPE (DR 9) OR
DIP WITH STANDARD VALVE BOXICONCRETE PAD
16 2" THREADED COUPLING W
17 ADJUSTABLE FLANGE SUPPORTS (3 REQUIRED) W 1-
23 13 i4 10 18 AMRTRANSMITTERS I- LU
a' RJ alp, 19 4' z 5' ROUBLE -LEAF ACCESS DOOR. SEE STANDARD DETAIL, Q
20 PRECAST REINFORCED CONCRETE VAULT >> c)
FLOW -- 21 MINIMUM OF (3) STANDARD SOLID CONCRETE BRICK COURSES UNDER
ACCESS DOOR FRAME, MAXIMUM 2FT. ❑ O
22 JOINT REQUIRED AT FLAT TOP SECTION. z
23 3/8" DIA. GALV. STEEL EYE BOLT (ADHESIVE ANCHOR) - TYPICAL
24 AWG #12 GAUGE COPPER TRACER WIRE (7HWN) - WITH BLUE INSULATION - O 1-
A 25 TERMINATE WITH 24" EXCESS WIRE (COILED) @ EYE BOLT AND VALVE (L U)
BOX (TYPICAL). 5; Q
"- ­­ MAIN CAST IN PLACE CONCRETE SIDEWALK - BRICKWORK SHALL NOT EXTEND
PLAN TO SURFACE. ACCESS DOOR FRAME SHALL REST ON SIDEWALK. O II,I
26 VALVE LOCK (FURNISHED BY CMUD) - LOCK VALVE CLOSED U
27 PLASTIC STEP - 12" OR 16" O.C. VERTICAL SPACING d
3 2.
U
,9 oti�P�� 20 C:
ALTERNATE IN CONCRETE SIDEWALK 18 n C1)
C
� N
m J
ILL
N
YW w
LU O
Di Q
�_ o
FO D 2
Q N
2
U
I I I I w
6" MIN.:aT WASHED S70NE 18" (MIN.) •I 0
i' 9 SUMP HOLE III- T•--- --illl U
ELEVATION SECTION VIEW =
U
EAST JORDAN IRON WORKS
2011 -0049
''-
V
�
(d 1" VENT HOLE
V LETTERS
(RECESSED FLUSH) j
lRpA,
y�
1
®� �° ® 1" ARIAL TEXT
1 5/8" �° ECKLEN
�• -- M a qC °��
�11•��11�11�.11�
El o F 11
f Q
m
NO.
i11
,1
O
oP // WARNIN l\ m
- - --
- 11
PICK HOLES NARY -
SA
14 MECHANICAL JOINT PLUG WITH 2" TAP LII Q
15 2" PIPE GALVANIZED STEEL (SCH 80), RED BRASS (SCH 40), HDPE (DR 9) OR
DIP WITH STANDARD VALVE BOXICONCRETE PAD
16 2" THREADED COUPLING W
17 ADJUSTABLE FLANGE SUPPORTS (3 REQUIRED) W 1-
23 13 i4 10 18 AMRTRANSMITTERS I- LU
a' RJ alp, 19 4' z 5' ROUBLE -LEAF ACCESS DOOR. SEE STANDARD DETAIL, Q
20 PRECAST REINFORCED CONCRETE VAULT >> c)
FLOW -- 21 MINIMUM OF (3) STANDARD SOLID CONCRETE BRICK COURSES UNDER
ACCESS DOOR FRAME, MAXIMUM 2FT. ❑ O
22 JOINT REQUIRED AT FLAT TOP SECTION. z
23 3/8" DIA. GALV. STEEL EYE BOLT (ADHESIVE ANCHOR) - TYPICAL
24 AWG #12 GAUGE COPPER TRACER WIRE (7HWN) - WITH BLUE INSULATION - O 1-
A 25 TERMINATE WITH 24" EXCESS WIRE (COILED) @ EYE BOLT AND VALVE (L U)
BOX (TYPICAL). 5; Q
"- ­­ MAIN CAST IN PLACE CONCRETE SIDEWALK - BRICKWORK SHALL NOT EXTEND
PLAN TO SURFACE. ACCESS DOOR FRAME SHALL REST ON SIDEWALK. O II,I
26 VALVE LOCK (FURNISHED BY CMUD) - LOCK VALVE CLOSED U
27 PLASTIC STEP - 12" OR 16" O.C. VERTICAL SPACING d
3 2.
U
,9 oti�P�� 20 C:
ALTERNATE IN CONCRETE SIDEWALK 18 n C1)
C
� N
m J
ILL
N
YW w
LU O
Di Q
�_ o
FO D 2
Q N
2
U
I I I I w
6" MIN.:aT WASHED S70NE 18" (MIN.) •I 0
i' 9 SUMP HOLE III- T•--- --illl U
ELEVATION SECTION VIEW =
U
U.S. FOUNDRY & MFG. CORP.
EAST JORDAN IRON WORKS
2011 -0049
''-
V
�
(d 1" VENT HOLE
V LETTERS
(RECESSED FLUSH) j
lRpA,
y�
5
®� �° ® 1" ARIAL TEXT
1 5/8" �° ECKLEN
�• -- M a qC °��
3/4" LETTERS P5� OpDAN
yORkS U
(RECESSED FLUSH) MrGCKLENBURC to
f Q
m
D
O
NO.
DESCRIPTION
>
O
oP // WARNIN l\ m
- - --
- 11
PICK HOLES NARY -
SA
O
O
^�
12
1.
W
18" x 18" PRECAST (OR CAST IN PLACE) CON - -J
- -�
PICKBARS
2 3
1
1 2 3
1 1/2"
A, 1 1/2"
'A
�`��
6 10
PICK HOLES
2.
3.
CRETE PAD OR 24" DIAMETER PRECAST PAD. U
NON - SHRINK GROUT - IN ANNULAR SPACE. U)
VALVE BOX COVER. O
z
. =
a-
(RECESSED FLUSH) ti
o
qN /
C NOS
LU
W
TARY SE
DO
4.
TOP SECTION VALVE BOX. Z
Mnoe N �sA 1 "VENT HOLE
�
O IY cn
26"
15/16" 1 1/2"
0 26"
13/16" r 1 1/2"
5.
EXTENSION STEM AS REQUIRED. SEE NOTES
Of LLj
Z
3 1/4" o } o
z
Lu
Iwo
4
11
6.
BOTTOM SECTION VALVE BOX.
3 13/16" 1 5/8" 3 1/8" 1/2" �I �-
1 3/8" - -i + 0 22 13/16"
9/16"
¢ Z
W W
F- =z
}
- H . ) • 8 I H I 7. 6" PVC PIPE (C900 OR SDR 26).
-III -. •
°III °
I- 11111,=
12
11 S. S. RO D
®
8.
PRECAST CONCRETE FOOTING - TYPE II - SEE DETAIL.
MACHINED
� =
-
USF NR SURFACE
>
9.
GATE VALVE (OR BALL VALVE, AS APPLICABLE ).
DATE 5/8"
3/4" 1 1/4„
CLASS 35 �-
1040C
21/4" UT ;
7/16" o aYRx
1 3/B" ASTMRA4H CL358
-:��
1„
-1 -III -111 -111 -III,
SECTION A -A
10.
5" DIA. CAST IRON SOIL PIPE -BELL OF PIPE WILL
W
1-
Q
Z
- 1 1/8"
3" MIN. 5" MIN.
0
F
PICK HOLE DETAIL
RECEIVE BOTTOM SECTION OF VALVE BOX.
I
N
WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCE
5" MAX. 9" MAX_
U
11.
AWG #12 GAUGE COPPER TRACER WIRE (7HWN)
Z
•�1I o
��LL Q
COATING - UNDIPPED COVER SHALL NOT BE OUT OF ROUND.
v
WITH BLUE INSULATION, TERMINATE WITH 24 INCH
0
1 1/2" MAX.
3
EXCESS WIRE (COILED) AT METER BOX AND
Fla
11
12.
VALVE BOX (TYP.)
1/4" OR 3/8" ID CONDUIT - SDR 9 PEX TUBING -
ASTM F 876.
Q
-1 IL(
14
>
F J
A
A
13.
CONCRETE( ROADWAY, DRIVEWAY OR SIDEWALK)
Q
2
5" MIN. 5
14.
ASPHALT PAVEMENT.
(n
i
15.
COMPACTED AGGREGATE BASE COURSE (CABC)
Z
5
OR ASPHALT BASE COURSE.
- W
10
16.
COMPACTED SUBGRADE.
J LLI
17.
NONWOVEN GEOTEXTILE FABRIC - 18" x 18" - 2
Cp J
6
15
LAYERS - MIRAFI #140N OR CARTHAGE MILLS # FX - 40HS.
Q
18.
PRECAST CONCRETE FOOTING - TYPE I - SEE DETAIL.
ED 2
6
-
(n
�111= III -T -(r II
EiII =III=
IE311 -III
LL -1i
_.
CO ❑
Q
VIII -III -I
EBlllij III a
! E'
o
Z
x Q
.EIII -III
III = 1_II =1
IEI
iRl
O -
ITI -III
11�III=
'E!
IEII
m N
r
7
16
6
4
NOTES:
g
11
18
10 ALTERNATE A
12
A.
CONCRETE FOOTING TO BE CENTERED OVER VALVE NUT,
J
Q
8
AND SHALL NOT BEAR ON VALVE BODY.
>
SET IN ASPHALT
B.
PROVIDE CLEARANCE BETWEEN VALVE FOOTING AND
11
THE VALVE.
9
17 9 �
17
13 3
C.
WHEN OPERATING NUT DEPTH EXCEEDS T -0" BELOW
FINISHED GRADE, PROVIDE EXTENSION STEM WITH
11
12 q
STANDARD 2" SQUARE OPERATING NUT IN TOP
12
4" TYP.
_
SECTION OF VALVE BOX. SEE STANDARD DETAIL.
0
12
a
A
4 :
D.
VALVE BOX ASSEMBLY SHALL CONSIST OF NO MORE
THAN 3 VERTICAL SECTIONS - 1 TOP SECTION, 1 - BOTTOM
M
j
Q :
SECTION, AND 1 - PIPE RISER SECTION.
W N
Q
: A _
E.
CONCRETE PADS SHALL NOT BE USED IN PAVEMENT
J
y W
H
m
t '
4: '.4 ; .�; .
4 : :_
( CONCRETE OR ASPHALT ), SIDEWALKS OR DRIVEWAYS.
U
0 m
W -11-11
1H -L =111-
-1 ELI
111 =J(_
'I -1= 111 =9=11
i1 =1]I =III- 11111-
a-Tn- ID =r ='•-
EI I- ITI- r -Illd
L-L
LU r
?
0 W
K Q
IiEiIEITl=
Iii EIIE9IHII= III =III
x!=111 P!11= ITI =ITI=
IEIII- ITI - ITI =1'
IBII= ITI - III -III_
F F
QQ 3
E31 EI I= III =III
JIE31E311= III =III=
EI11 =III =111 =1
E.IF911= III =11V
Z
= 1l- ITI =III=
LEU
FiIL- -III„
Ent = 111 =III.
FITI =III ='
0
J
16
Q
F
N
10 6
2
TYPE 1
TYPE 2
ALTERNATE B
U
W
• 0
[C
Q
�I o
U
USING PVC PIPE USING CAST IRON SOIL PIPE CAST IN CONCRETE
U.S. FOUNDRY & MFG. CORP.
EAST JORDAN IRON WORKS
2011 -0049
''-
V
�
(d 1" VENT HOLE
V LETTERS
(RECESSED FLUSH) j
lRpA,
y�
5
®� �° ® 1" ARIAL TEXT
1 5/8" �° ECKLEN
�• -- M a qC °��
3/4" LETTERS P5� OpDAN
yORkS U
(RECESSED FLUSH) MrGCKLENBURC to
f Q
m
D
O
5/8" ARIAL STYLE TEXT
` �r
Lj. Z
(2) NON PENETRATING o
\
>
O
oP // WARNIN l\ m
- - --
- 11
PICK HOLES NARY -
SA
O
O
^�
Y
DO NOT ENTER (2) - LIFTING BARS
1 (2) CORED
SEWER mn
- -�
PICKBARS
O
1 1/2 "�
(2) -NON PENETRATING
1 1/2"
A, 1 1/2"
'A
�`��
_3
<
477 U
O
PICK HOLES
3/4" LETTERS ?'/ Qi�
Z
(RECESSED FLUSH) ti
Z
qN /
C NOS
LU
W
TARY SE
DO
W O
Y
�°
DE IN a� U.S.
Mnoe N �sA 1 "VENT HOLE
�
O IY cn
26"
15/16" 1 1/2"
0 26"
13/16" r 1 1/2"
W Lu (D
_r � O
Oz U Z
Of LLj
Z
3 1/4" o } o
Lu
Iwo
}
�
1 15/16"
-
(`5 3/16 "�
01" VENT HOLE
15/16
3 13/16" 1 5/8" 3 1/8" 1/2" �I �-
1 3/8" - -i + 0 22 13/16"
9/16"
¢ Z
W W
F- =z
}
}
ZO
61/2" 518 "TYPE 304
/// 1 /2"
�1/2
5/8" TYPE 304
NW
11 S. S. RO D
®
MACHINED S. S. ROD
MACHINED
SURFACE BAST �oRDAN IRON woRKS
W
USF NR SURFACE
>
M
UJ
y Ill
LU F
j
Q w
III
a a
DATE 5/8"
3/4" 1 1/4„
CLASS 35 �-
1040C
21/4" UT ;
7/16" o aYRx
1 3/B" ASTMRA4H CL358
-:��
1„
i
J
3/8"
1 VENT HOLE
W
1-
Q
Z
- 1 1/8"
3 /a°
0
F
PICK HOLE DETAIL
PICK HOLE DETAIL
=
N
WEIGHT - 150 LB. MIN., 0% MINUS TOLERANCE
WEIGHT - 145 LB. MIN., 0% MINUS TOLERANCE
U
NOTES:
LOAD RATING - HEAVY DUTY USE WITH TYPE A, B, OR C FRAME
MATERIAL - ASTM A48 - CLASS 35 GRAY IRON COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
•�1I o
��LL Q
COATING - UNDIPPED COVER SHALL NOT BE OUT OF ROUND.
v
co!)
z
�I
04
rd
E
u
s
W
Q
�r
N
C _ .1
U Z
N
1, O
0 rz
ID aUw-
AK0:0
476
T'n
U Q
W LU M f1
O
A..s
E
W
DATE
September 11, 2014
SCALE
1" = 40'
'Its] 13 C1111113
\ \\111111 / /tt
,';i iiiI,
2011 -0049
''-
V
�
O
M
Iq�
A.
y�
00
H
W
9�i
D
O
i
��
>
O
'
0
V
O
O
^�
N O
o
0
7�
°9
W
N N
❑ 00 O
(0 N
cD u O L
W>
DO M
LL .o
t�A
�
(6 A Z
•
)
N_1-
W
Z p
1..�
0) > M
N
C _ .1
U Z
N
1, O
0 rz
ID aUw-
AK0:0
476
T'n
U Q
W LU M f1
O
A..s
E
W
DATE
September 11, 2014
SCALE
1" = 40'
'Its] 13 C1111113
\ \\111111 / /tt
,';i iiiI,
2011 -0049
''-
V
�
O
M
Iq�
A.
y�
V�
O
H
W
9�i
F^
O
3
Vl
W
,. No. F -1016 •,r\
V
^�
l '
o
0
zFo
°9
A
A
LL
t�A
�
•
A
O
Q
O
M
H
A
N
C _ .1
U Z
N
1, O
0 rz
ID aUw-
AK0:0
476
T'n
U Q
W LU M f1
O
A..s
E
W
DATE
September 11, 2014
SCALE
1" = 40'
'Its] 13 C1111113
\ \\111111 / /tt
,';i iiiI,
2011 -0049
''-
V
�
O
M
Iq�
A.
y�
V�
O
i
V
9�i
a
O
3
t
m
,. No. F -1016 •,r\
V
Ln
�
o
0
0
ad
M
!afll I 1111\ l
LL
t�A
�
•
O
Q
�
�
M
M
N
C _ .1
U Z
N
1, O
0 rz
ID aUw-
AK0:0
476
T'n
U Q
W LU M f1
O
A..s
E
W
DATE
September 11, 2014
SCALE
1" = 40'
'Its] 13 C1111113
\ \\111111 / /tt
,';i iiiI,
2011 -0049
•
MECHWART
•'s
SHEET
1-n HAMBLETON & = ' ` '
TILTON, INC. _
-
,. No. F -1016 •,r\
i 'gr�
•
......... ���`�
CMUD TRACKING NO. 600 -13-548 ' TF
t
'F'ttti11n11 \ \ \ \``
!afll I 1111\ l