20041750 Ver 1_Complete File_20070831

OF wAT?Q pG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
O { _ _? .. "} C Alan W. Klimek, P.E. Director
Division of Water Quality
May 31, 2005
DWQ Project # 04-1750
Mecklenburg County
Charlotte Area Transit System (CATS) Development Division
Attn: Mr. Todd Taylor, P.E.
600 East Fourth Street
Charlotte, NC.28202
Subject Property: University Area Park-N-Ride Facility (Mallard Creek)
APPROVAL OF STORMWATER MANAGEMENT PLAN
Dear Mr. Taylor:
On May 17, 2005, the Division of Water Quality (DWQ) received the revised storm water management
plan prepared by your engineer, Andrea Hayden, P.E. This Plan has been reviewed and satisfies the
stormwater management conditions of the 401 Water Quality Certification issued on November 8, 2004.
The structural stormwater practices as approved by DWQ as well as drainage patterns must be maintained
in perpetuity. No changes to the structural stormwater practices shall be made without written
authorization from the Division of Water Quality. Storm water easements shall be recorded for a distance
of at least 10 feet on each side of all storm water conveyances on all lots containing these structures.
including future access for maintenance. The stormwater easements shall allow for the ability to maintain
the structures, perform corrective actions as described above and shall provide protection of the structures
from potential alternations by future property owners.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Samuel A. Aghimien at 9.19-733-3574.
Sincerely,
Or
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBK/SAA
cc: DWQ Mooresville Regional Office
USACE Asheville Regulatory Field Office
File Copy
Central Files
Joey Lawler, S & ME, 9751 Southern Pine Blvd, Charlotte, NC. 28241
Andrea Hayden, P.E. PBS&J, 5200-77 Center Drive, Suite #500 Charlotte, NC. 28217
Filename: 04-1750 Stormwater Approval Mallard Creek Park-N-Ride, 5-31-05
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http:-'h2o.enr.state.nc.us%ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
None Carolina
Natura!!rff

MAY
2 4 2005
TRANSMITTAL WATER
1* ND STM ?A'jAtfN
DATE: May 24, 2005 "'n'?1rFRPRA
T0: Sam Aghimien
DWQ, Wetlands Unit/401 Unit
JOB NO.: 290207.08 ooss
RE: Mallard Creek Park n' Ride
Address/Office: 140 Mail Service Center
Raleigh, NC 27699-1650
Phone: [phone]
WE ARE SENDING YOU ® Attached ? Under separate cover via
the following items:
? Shop Drawings ? Prints ® Plans
?Copy of Letter ? Change Order ? Specifications
? Samples
COPIES DATE NO. DESCRIPTION
3 5/24105 Revised Sheet C200
3 5/24/05 Sheet C201

THESE ARE TRANSMITTED As Checked Below:
® For approval
? For your use
? As requested
? For review and comment
? Forbids due 20
? Prints returned after loan to us
? Reviewed as submitted ? Resubmit
? Reviewed as noted ? Submit
? Returned for corrections ? Return
? ?
copies for approval
copies for distribution
corrected prints
Sam,
I have attached sheet C200 and C201. Sheet C201 is a new sheet. Sheet C200 was revised to move the wet detention pond
details to sheet C201, so all wet detention pond information would be together on one sheet.
Thanks for your help and I think this will fulfill our obligations for approval.
Andrea Hayden
704-665-4448
SI
DISTRIBUTION
If enclosures are not as noted, kindly notify us at once

Project Name: Mallard Creek. P.R
Project No. DWQ 04-1750
Pond No.
SUBMITTED DESIGN: I REQUIRED DESIGN:
5/19/2005
elevations 1.2'average depth status
Bottom of Basin (ft) 637
Permanent Pool (ft) 640 3 ft. depth ok
Temporary Pool (ft) 641.25 1.25 ft. depth ok

areas
Permanent Pool SA (sq ft) 2544 1488 sq. ft. ok
Drainage Area (ac) 2.16 u 1969; based on avg depth ok
Impervious Area (ac) 1.43 66.2 % -
volumes
Permanent Pool (cu ft) 3072
Temporary Pool (cu ft) 5457 5064 cu. ft. ok
Forebay (cu ft) 628 20.4 % ok
other parameters
SA/DA 2.64 1.58 -
Orifice Diameter (in) 1 0.02 cfs drawdown -
Design Rainfall (in) 1 3.0 day drawdown ok
Linear Interpolation of Correct SAIDA***
Next Lowest
Project Impervious
Next Highest
3 ft. Permanent Pool Depth
% Impervious SA/DA fron (Avg. Depth)
60 1.34 1.806037736 1.08
66.2 1.58: 2A9j 1.30
70 1.73 2 267735849 1.43
3-ft 4
P-r
51--11(?l
Project Name: Mallard Creek. P.R
Project No. DWQ 04-1750
Pond No.
SUBMITTED DESIGN: 1 REQUIRED DESIGN:
5/19/2005
elevations 1.2 average depth status
Bottom of Basin (ft) 637
Permanent Pool (ft) 640 3 ft. depth ok
Temporary Pool (ft) 641.25 1.25 ft. depth ok

areas
Permanent Pool SA (sq ft) 2544 1488 sq. ft. ok
Drainage Area (ac) 2.16 1969 based on avg depth ok
Impervious Area (ac) 1.43 66.2 % -
volumes
Permanent Pool (cu ft) 3072
Temporary Pool (cu ft) 5457 5064 cu. ft. ok
Forebay (cu ft) 628 20.4 % ok
other parameters
SA/DA 2.64 1.58 -
Orifice Diameter (in) 1 0.02 cfs drawdown -
Design Rainfall (in) 1 3.0 day drawdown ok
Linear Interpolation of CorrectSAIDA***
3 ft. Permanent Pool Depth
% Impervious SA/DA fron (Avg. Depth)
Next Lowest 60 1.34 _ 1.806037736 1.08
Project Impervious 66.2 1.58 ?691 1.30
Next Highest 70 1.73 2.267735849 1.43
3ft 4

Project Name: Mallard Creek. P.R
Project No. DWQ 04-1750
Pond No.
SUBMITTED DESIGN: 1 REQUIRED DESIGN:
5/19/2005

elevations _
average depth
x
status
Bottom of Basin (ft) 637
Permanent Pool (ft) 640 3 ft. depth ok
Temporary Pool (ft) 641.25 1.25 ft. depth ok

areas
Permanent Pool SA (sq ft) 2544 1488 sq. ft. ok
Drainage Area (ac) 2.16 1969 based on avg depth ok
Impervious Area (ac) 1.43 66.2%
-
volumes
Permanent Pool (cu ft) 3072
Temporary Pool (cu ft) 5457 5064 cu. ft. ok
Forebay (cu ft) 628 20.4% ok
other parameters
SA/DA 2.64 1.58 -
Orifice Diameter (in) 1 0.02 cfs drawdown -
Design Rainfall (in) 1 3.0 day drawdown ok
Linear Interpolation of Correct SAIDA * * *
3 ft. Permanent Pool Depth
% Impervious SA/DA fron (Avg. Depth)
Next Lowest 60 1.34 1.806037736 1.08
Project Impervious 66.2 1.58 109 1.30
Next Highest 70 1.73 2 267735849 1.43
3ft 4

9?--

TRANSMITTAL
DATE: May 16, 2005
T0: Samuel Aghimien
DWQ, Wetlands/401 Unit
JOB NO.: 290207.08 0099
RE: Mallard Creek Park and Ride
140 Mail Service Center DWQ Project # 04-1750
Address/Office- Raleigh, NC 27699-1650
Phone: [phone]
WE ARE SENDING YOU ® Attached ? Under separate cover via
the following items:
? Shop Drawings ? Prints ? Plans
?Copy of Letter ? Change Order ? Specifications
? Samples
COPIES DATE NO. DESCRIPTION
3 5/16/05 BMP worksheet-Wet Detention Pond
3 5/16/05 Operation and Maintenance Agreement
3 5/16/05 Revised Construction Plans
3 5/16/05 Revised Calculations
1 5/16/05 Response Letter

THESE ARE TRANSMITTED As Checked Below:
?jC For approval
? Foryouruse
? As requested
? For review and comment
? For bids due 20
? Prints returned after loan to us
SIGNED
? Reviewed as submitted ? Resubmit copies for approval
? Reviewed as noted ? Submit copies for distribution
? Returned for corrections ? Return corrected prints
? ?
If enclosures are not as noted, kindly notify us at once
DISTRIBUTION
PBS&I
V
An employee-owned company
May 16, 2005
Mr. Samuel Aghimien
DWQ, Wetlands/401 Unit
140 Mail Service Center
Raleigh, NC 27699-1650
RE: Mallard Creek Park and Ride, DWQ Project # 04-1750
Dear Mr. Aghimien:
We have completed our correction of the plans based on our discussion on May 19, 2005.
We have revised our plans so that on-site storm water will be treated by the wet detention
basin, prior to leaving the site. It is my understanding that the wet detention basin alone
will remove the 85% TSS required by DWQ. We do not include the rain gardens in the
islands as part of the 85% TSS removal process for DWQ.
We have attached three sets of revised plans and calculations for your review. If you have
any additional questions, please do not hesitate to call at [phone].
3;L
Andrea Hayden, PE

2 12 @17_5?1190n__@
MAY 1 7 2005
WETLANDS AND STORMWATER BRANCH
5200-77 Center Dr. Suite 500 • Charlotte, North Carolina 28217 • Telephone: [phone] • Fax: [phone] • www.pbsj.com
Project No. DWQ 6+17S_6 (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
1. PROJECT INFOR TIO(c`
Project Name : ?1
Contact Person: r?E
For projects with multiple basins,
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
3 u &e.n Phone Number: ( /V 4) (a GS'-- !& LJ
y which basin this worksheet applies to:
(03-7 ft. (average elevation of the floor of the basin)
f_r, q 0 ft. (elevation of the orifice invert out)
(oK 1.9- - ft. (elevation of the outlet structure invert in)
a s y?{ sq. ft. (water surface area at permanent pool elevation)
o?• 1(o ac. (on-site and off-site drainage to the basin)
1 • `C3 ac. (on-site and off-site drainage to the basin)
20 `7 cu. ft. (combined volume of main basin and forebay)
SN 5-7 cu. ft. (volume detained on top of the permanent pool)
618 cu. ft.
C9. (04 (surface area to drainage area ratio)
/.0 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has
not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A notarized site specific operation and maintenance (0&M) plan is provided.
A vegetation management/mowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the C&M plan.
A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.
Project No. DWQ b L-1-17S_6 (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
1. PROJECT INFOR ATIO (plegs(
Project Name : Uri
Contact Person: Ebyke&
For projects with multiple basins, specify
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
REQUIRED ITEMS CHECKLIST
Phone Number:
basin this worksheet applies to:
X3'7 ft.
O ft.
Gg1•as- ft.
a S 94 sq. ft.
c - 1(o ac.
I.43 ac.
R 0 - a cu.
'N cu.
G cu.
19. (0q
/to in.
(surface area to drainage area ratio)
(draw down orifice diameter)
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has
not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than' 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A notarized site specific operation and maintenance (0&M) plan is provided.
A vegetation managementlmowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the 0&M plan.
A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.
(average elevation of the floor of the basin)
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
ft. (combined volume of main basin and forebay)
ft. (volume detained on top of the permanent pool)
ft.
Project No. DWQ 1 756 (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
1. PROJECT INFOR ATIO (ple se complete theOllowing informs on)-
Ckr
Project Name :
t' ? r-1
Contact Person: PaY2r-eA- Ocuden Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to:
Basin Bottom Elevation (o 3 _] ft. (average elevation of the floor of the basin)
Permanent Pool Elevation (0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation &q 1. sEg- ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area a S y4 sq. ft. (water surface area at permanent pool elevation)
Drainage Area ? (o ac. (on-site and off-site drainage to the basin)
Impervious Area 1.433 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume R O `7a cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 'N 5-7 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume o? cu. ft.
SA/DA used a . log{ (surface area to drainage area ratio)
Diameter of Orifice 1. b in. (draw down orifice diameter)
If. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has
not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes a worksheet for
each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed drainage plan and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for additional information
and will substantially delay final review and approval of the project
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A notarized site specific operation and maintenance (0&M) plan is provided.
A vegetation management/mowing schedule is provided in the 0&M plan.
Semi-annual inspections are specified in the 0&M plan.
A debris check is specified in the 0&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in 0&M plan.
A responsible party is designated in the 0&M plan.

Mallard Creek Park and Ride
Operation and Maintenance Agreement
5/12/05
Operation and Maintenance Agreement for Bioretention
The Bioretention System includes the placement of 15 rain gardens throughout the
parking lot to treat storm water prior to entering the storm drainage system.
Maintenance activities for the bioretention system shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the bioretention system for obstructions of the flumes and inlet devices
and remove immediately.
b. Remulch any void areas.
2. Inspect and repair the mulch as needed every year. Mulch shall be removed and
replaced with fresh mulch ever two to three years.
3. Remove and replace all dead and untreatable diseased plants twice a year. All
diseased plants shall be treated as needed.
4. Inspect and repair the collection system (drop inlets, perforated piping, etc.) quarterly
to maintain proper functioning.
5. All components of the bioretention system shall be maintained in good working
order.
Operation and Maintenance Agreement for Wet Detention Basin
Maintenance activities for the wet detention basin shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly inspect
the wet detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately.
3. Reseed as necessary to maintain good vegetative cover. All grassed areas of the wet
detention basin shall be mowed and vegetation management provided twice a year, at
a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume (Bottom of Pond = 638.6), at a
minimum.
?f
5. All components of the wet detention basin shall be maintained in good working order
to ensure that it operates as designed.
I acknowledge and agree by my signature below that I am responsible for the inspections,
operation, and maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system.
Print name: J Q^`• c? ?' 't?t'?^ C F° r c- Aq
Title: AAA.4,& P/1A J -e c4 p-e4 e?,a
Address: too 0 E ?.F0 Lj-r- -l'L. S ?e-"?'? ?-??i'` 1'° ? ? tJ G OL
Phone: 3 3 (o -4- 2 U 1
Signature:
Date: ?r3
I, It 0i -© 44 , a Notary Public for the State of North Carolina,
County of rg, o lre y certify that ?. -4 F-e-Uy--a -, personally
appeared before me this 13" day of 5 , and acknowledge
the due execution of the forgoing bioretentio maintenance requirements. Witness my
hand and official seal.
My, commission expires ?+-• 3, (Seal Below)
C,A-"CS
L Mr- 8 Zo Z
-fib y3 Z X20 3

Mallard Creek Park and Ride
Operation and Maintenance Agreement
5/12/05
Operation and Maintenance Agreement for Bioretention
The Bioretention System includes the placement of 15 rain gardens throughout the
parking lot to treat storm water prior to entering the storm drainage system.
Maintenance activities for the bioretention system shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the bioretention system for obstructions of the flumes and inlet devices
and remove immediately.
b. Remulch any void areas.
2. Inspect and repair the mulch as needed every year. Mulch shall be removed and
replaced with fresh mulch ever two to three years.
3. Remove and replace all dead and untreatable diseased plants twice a year. All
diseased plants shall be treated as needed.
4. Inspect and repair the collection system (drop inlets, perforated piping, etc.) quarterly
to maintain proper functioning.
5. All components of the bioretention system shall be maintained in good working
order.
Operation and Maintenance Agreement for Wet Detention Basin
Maintenance activities for the wet detention basin shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly inspect
the wet detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately.
3. Reseed as necessary to maintain good vegetative cover. All grassed areas of the wet
detention basin shall be mowed and vegetation management provided twice a year, at
a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume (Bottom of Pond = 638.6), at a
minimum.

5. All components of the wet detention basin shall be maintained in good working order
to ensure that it operates as designed.
I acknowledge and agree by my signature below that I am responsible for the inspections,
operation, and maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system.
Q,, A
Print name: ra -T C Fo c c Ae-?)
Title: P/lA J t o f D-e-4ekAlf
Address: (oo U Eo -1,?,. S.?,ce-.?') Cg?`'l'° ? tJ G 3? a- Z
Phone: -7 o C.{ . 3 3 Cv cF 7- Co 1
Signature:
Date: , V3 S
I, Jt1 (h • - 7 Q , a Notary Public for the State of North Carolina,
County of M=kWub&gg",-168) l ere?y certify that --T• '-NA v?4 F-eUy-,an personally
appeared before me this 13 L day of -ty 5 , and acknowledge
the due execution of the forgoing bioretentio maintenance requirements. Witness my
hand and official seal.
My commission expires 3? OCO- . (Seal Below)
Lb Me- 20Z
-??cf Lk3Z? X20 3

Mallard Creek Park and Ride
Operation and Maintenance Agreement
5/12/05
Operation and Maintenance Agreement for Bioretention
The Bioretention System includes the placement of 15 rain gardens throughout the
parking lot to treat storm water prior to entering the storm drainage system.
Maintenance activities for the bioretention system shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the bioretention system for obstructions of the flumes and inlet devices
and remove immediately.
b. Remulch any void areas.
2. Inspect and repair the mulch as needed every year. Mulch shall be removed and
replaced with fresh mulch ever two to three years.
3. Remove and replace all dead and untreatable diseased plants twice a year. All
diseased plants shall be treated as needed.
4. Inspect and repair the collection system (drop inlets, perforated piping, etc.) quarterly
to maintain proper functioning.
5. All components of the bioretention system shall be maintained in good working
order.
Operation and Maintenance Agreement for Wet Detention Basin
Maintenance activities for the wet detention basin shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly inspect
the wet detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately.
3. Reseed as necessary to maintain good vegetative cover. All grassed areas of the wet
detention basin shall be mowed and vegetation management provided twice a year, at
a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume (Bottom of Pond = 638.6), at a
minimum.
k
5. All components of the wet detention basin shall be maintained in good working order
to ensure that it operates as designed.
I acknowledge and agree by my signature below that I am responsible for the inspections,
operation, and maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system.
Print name: J • cC H ^ L Fv r C A-v)-
Title: PA-A c--i C)-p4 e4 A
Address: {tee-??r.?-(.o lJ G 2 ?L- b Z
loO D E
Phone: ..-7 o c.t , 3 3 (a c4-7-
Signature: Date: -*
I,? (Y1- ?cW - 7IQ , a Notary Public for the State of North Carolina,
County of rg, o?y certify that -T. personally
appeared before me this 13" day of q-cy S , and acknowledge
the due execution of the forgoing bioretentio maintenance requirements. Witness my
hand and official seal.
My, commission expires _ g,,2t 3, .(Seal Below)
e4-e- Cje-j
L-W-? ?82-0Z
`?b`f - Lk 3Zr ?2S3
X
WATER QUALITY
CALCULATIONS
FOR
MALLARD CREEK PARK & RIDE
CHARLOTTE
NORTH CAROLINA
M16.
5200 77 Center Drive
Suite 500
Charlotte, North Carolina 28217
Tel: [phone]
FAX: [phone]
May 16, 2005
Project Number: 290207.08

Design Parameters for Permenant and Temporary Storage Basins
Name of Project Mallard Creek Park n' Ride
STEP 1: Find the Sufaca Area of the Permanent Pool
Fill in Yellow Spaces ONLYII811
1 Total Drainage Area ac 2.16
2 Total Impervious Area ac 1.43
3 % Impervious Area 61100
4 Avera a Pool Depth (ft) 3.00
Table 1.1
SURFACE AREA TO DRAINAGE AREA RATIO FOR PERMANENT POOL SIZING AND 85% POLLUTANT REMOVAL EFFICIENCY IN THE P
NOTE: Expanded Table 1.1 located In Sheet 2
% IMPERVIOUS
COVER
PERMANENT POOL DEPTH ft
3 4 5 6 7 8 9
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.83 0.70 0.64 0.62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
90 3.74 3.101 _ 2.66 2.34 2.11 1.83 1.67
5 Surface Area to Drainage Area SAtDA Ratio 2.64
9 Required Surface Area SA of Permanent Pools 2483.97 SA = (SA/DA Ratia/100)'Total Drainage Area(ac) • 43560ft/ac
7 Proposed Permanent Pool Surface Area 2a44.o0
..:STEP 2: Find. the Volume. to be Controlled from the 1" Storm (Temporary . Pool Storage)
8 Run off coefficient Rv intin 0.64

9 Volume of 1st Inch that must be controlled "Required Volumr:
of Temporary Pool" ac4t •
0.12

10 Volume of 1st Inch that must be controlled "Required Volume
of Temporary Pool'
5049.48
11 Temporary Pool Depth ft 1.25
12 Area of Bottom Contour of Proposed Temporary Pool 3140.00
13 Area of To Contour of Proposed Temporary Pool 5372.00
14, Proposed Temporary Basin Storage cf _5320,00
2v = 0.05 10.009 * % ImpenAOUS
?olume = 1 inch rainfall (in) • Rv (in/m)' 1/12 • Total Drainage Area(ac)
?olume(cf) = Volume (ac-ft)' 43560 (ft/ac)
(Area top +Area bottom) / 2) • Temp. Pool Depth
Stop 3: Determine the Required Orifice Size
15 Tem ore Pool Depth ft ?.2b
15 Proposed Temp Pool Volume 5320.00
17 Average Surface Area of Temp. Pool Areas 4256.00 Avg. Surface Area = (Area top +Area bottom) / 2
1E Projected Draw Down Time Min 2 days Max 5 days) (day) 4.00
19 Projected Draw Down Time seconds 345600:00
20 Coefficient of Friction of Pie PVC =.6) 0.IS0
21 Required Orifice Area 0.01. Orfice Area = (2 • Avg Area of Temp. Pool* (Temp. Pool Depth)-,5)i (Pipe Coeff. • Tine' (64.4)',5)
22 Required Inside Diameter of Orifice In 9.02
23 Discharge Rate cfs 0.02 Discharge Rate = Temp. Pool Volume(cf) / Tkne(sec)
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WATER QUALITY
CALCULATIONS
FOR
MALLARD CREEK PARK & RIDE
CHARLOTTE
NORTH CAROLINA
pffil
5200 77 Center Drive
Suite 500
Charlotte, North Carolina 28217
Tel: [phone]
FAX: [phone]
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Project Number: 290207.08
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Design Parameters for Pernenant and Temporary Storage Basins
Name of Project Mallard Creek Park n' Ride
STEP 1: Fled the Suface Atea of the Permenan( Pool
Fill in Yellow Spaces ONLU1111
1 Total Drains a Area ac 2,16.
2 Total Impervious Area ac 1.43
3 % Impervious Area 56.00
4 [Average Pool Depth (ft) 3,00
Table 1.1
SURFACE AREA TO DRAINAGE AREA RATIO FOR PERMANENT POOL SIZING AND 85% POLLUTANT REMOVAL EFFldENCY IN THE
NOTE: Expanded Table 1.1 located in Sheet 2
IMPERVIOUS
COVER
PERMANENT POOL DEPTH ft
3 4 5 6 7 8 9
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.83 0.70 0.64 0.62
40 1.73 1.43 1.25 1.05 0.90 0.82 0.77
50 - 2.06 1.73 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29 1.18 1.10
70 2.88 2.40 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86 1.60 1.42
80 3.74 3.10 2.66 2.34 2.11 1.83 1.67
5 Surface Area to Drains a Area SA/0A Ratio i4.
6 Re uired Surface Area SA of Permanent Pool (sn 2463.@7. SA = (SA/DA Ratiall00)'Total Drainage Area(ac) • 43560ftfac
7 Proposed Permanent Pool Surface Area 254a.0o
STEP 2: Find.. the Volumeto be Controlled from the 1° Storm (Temporary Pool Storage)
9 Run off coefficient Rv (in/in) 1
0,64

9 _
Volume of 1st Inch that must be controlled 'Required Volume .. .
of Temporary Pool' aaft - 0.12

10 Volume of 1st inch that must be controlled *Required Volume
of Temporary Pool' l
5049.46
11 Temporary Pool Depth ft 1.25
12 Area of Bottom Contour of Proposed Temporary Pool 3140.00
13 Area of To Contour of Proposed Temporary Pools 5372.00
14, Proposed Temporary Basin Stora e 320.00
2v = 0.05 + 0.009' % Impervious
?olume = 1 Inch rainfall (in) • Rv (in/in)' 1112' Total Drainage Area(ac)
/olume(cf) = Volume (ac-ft) • 43560 (ft/ac)
(Area top +Area bottom) / 2) ' Temp. Pool Depth
Stop 3: Determine the Required. Orifice. Size
15 Tem ra Pool Depth ft -1,25
16 Pm posed Temp Pool Volume 5320.00
17 Average Surface Area of Temp. Pool Area 4256,00 Avg. Surface Area - (Area top +Area bottom) / 2
16 Prolected Draw Down Time Min 2 days Max 5 days) (day) 4 00
19 Projected Draw Down Time seconds 345500.00
20 Coefficient of Friction of Pie PVC -.6) 0.60.
21 Required Orifice Area 0.01 Orifice Area - (2' Avg Area of Temp. Pool' (Temp. Pool Depth)A.5) / (Pipe Coelf. • Time • (64A)AS)
22
- Required Inside Diameter of Orifice in 1:02
FT Discharge Rate cfs 0.02 Discharge Rate = Temp. Pod Volume(d) / Time(sec)
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WATER QUALITY
CALCULATIONS
FOR
MALLARD CREEK-PARK & RIDE
CHARLOTTE
NORTH CAROLINA
M16.
5200 77 Center Drive
Suite 500
Charlotte, North Carolina 28217
Tel: [phone]
FAX: [phone]
May 16, 2005
Project Number: 290207.08
JF-
Design Parameters for Permenant and Temporary Storage Basins
Name of Project Mallard Creek Park W Ride
STEP 1: Find the Suface Area of the Permanent Pool
Flit In Yellow Spaces ONLYMIlt
1 Total Draina eArea ac 2,16
2 Total Impervious Area ae 1.43
3 k Im ervious Area 66.00
4 Avera a Pool Depth ft 3.00
Table 1.1
SURFACE AREA TO DRAINAGE AREA RATIO FOR PERMANENT POOL SONG AND 85% POLLUTANT REMOVAL EFFICIENCY IN THE P
NOTE: Expanded Table 1.1 located in Sheet 2
% IMPERVIOUS
COVER
PERMANENT POOL DEPTH ft
3 5 6 7 a 9
10 0.59 0.43 0.35 0.31 0.29 0.26
20 0.97 0.70 0.59 0.51 0.46 0.44
30 1.34 M 0.97 0.83 0.70 0.64 0.62
40 1.73 1.25 1.05 0.90 0.82 0.77
50 2.06 1.50 1.30 1.09 1.00 0.92
60 2.40 2.03 1.71 1.51 1.29
70 2.88 2.07 1.79 1.54 1.35 1.26
80 3.36 2.78 2.38 2.10 1.86
6 1.60 1.42
90 3.74 3.10 2.66 2.34 2.11 1.83 1.67
5 Surface Area to Drainage Area SAIDA Ratio -L
6 Required Surface Area SA of Permanent Pool .2483`.87 SA = (SA/DA Ratio1100)•Total Drainage Area(ac) • 43560tf/ac
7 Proposed Permanent Pod Surface Area 2544.00
STEP 2; Find the Volume, to be Controlled from the 1" Storm (Temporary Pool Storage)
8 Run off coefficient Rv on/in) 64

9 Volume of 1st inch that must be controlled "Required Volume
of Temporary Pool" ac4t
11
.12

10 Volume of 1st inch that must be controlled "Required Volume
of Temporary Pool" _
5040:48
11 Temporary Pool Depth ft 1.25.
12 Area of Bottom Contour of Proposed Temporary Pool 3140.00
13 Area of To Contour of Proposed Temporary Pools 5372.00
14, Proposed Temporary Basin Storage d _5320.0U
Step 3: Determine the Required Orifice. Size
Rv = 0.05 + 0.009 • % Impervious
?olume = 1 inch rainfall pn) • Rv (intiin)' 1/12 • Total Drainage Area(ac)
?olume(cf) = Volume (ac-ft)' 43560 (fVac)
;(Area top + Area bottom) / 2) • Temp. Pool Depth
15 Tem ra Pool Depth ft 125
18 Proposed Temp Pool Volume 5320.00
17 Average Surface Area of Temp. Pool Areas 4250.00 Avg. Surface Area = (Area top + Area bottom) 12
18 Projected Draw Down Time Min 2 days Max 5 days) (day) 4.00
19 Projected Draw Down Time seconds 345600.00
20 Coefficient of Friction of Pie PVC =.6) 0.60
21 Required Orifice Area 0,01 Orifice Area - (2 • Avg Area of Temp. Pool' (Temp. Pool Depthr.5) / (Pipe Coeff. • Time ' (64.4)".5)
22 Required Inside Diameter of Orifice in 1.02
23 Discharge Rate cfs - r Q92 Discharge Rate = Temp. Pool Volume(d) / Time(sec)
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 8, 2004
DWQ Project # 04-1750
Mecklenburg County
Charlotte Area Transit System (CATS) - Development Division
Attn: Mr. Todd Taylor, P.E.
600 East Fourth Street
Charlotte, NC 28202
Subject Property: University Area Park-N-Ride Facility
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Taylor:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 289 feet of streams for the purpose of commercial fill at the subject property,
as described within your application dated October 28, 2004 knd received by the N.C. Division'of Water
Quality (DWQ) on October 29, 2004. After reviewing your ap lication, we have decided that the impacts
are covered by General Water Quality Certification Number(s) 3402 (GC3402). The Certification(s)
allows you to use Nationwide Permit(s) 39 when issued by the d S Army Corps of Engineers (USACE).
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to).Erosion and Sediment Control, Non-
discharge, and regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
Stream 289 (feet)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] Internet http://h2o.enr.state.nc.us/ncwetlands
one
N Carolina
tura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Charlotte Area Transit Systems (CATS) •` _
Page 2 of 3
November 8, 2004
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur `wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construc4on Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
6. Written Stormwater Management Plan (Final Plan Needed)
An additional condition is that a final, written stormwater management plan (including a signed
and notarized Operation and Maintenance Agreement) shall be approved in writing by this Office
before the impacts specified in this Certification occur per Condition No. 4 in GC No. 3402. The
stormwater management plan must include plans and specifications for stormwater management
facilities that are appropriate for surface waters classified as Class C and designed to remove 85%
TSS according, to the most recent version of the NC DENR Stormwater Best Management
Practices Manual. These facilities must be designed to treat the runoff from the entire project,
i _ Charlotte Area Transit Systems (CATS)
Page 3 of 3
November 8, 2004
unless otherwise explicitly approved by the Division of Water Quality. Also, before any
permanent building is occupied at the subject site, the facilities (as approved by this Office) shall
be constructed and operational, and the stormwater management plan (as approved by this Office)
shall be implemented. The structural stormwater practices as approved by this Office as well as
drainage patterns must be maintained in perpetuity. No changes to the structural stormwater
practices shall be made without written authorization from the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karol, in the Central Office in Raleigh at 919-
733-9721 or Alan Johnson in the DWQ Mooresville Regional 9ffice at 704-663-1699.
$incerely,
Alan W. Klimek, P.E.
AWK/bs
Enclosures: GC 3402
Certificate of Completion
cc: Joey Lawler, S&ME, 9751 Southern Pine Boulevard, Charlotte, NC 28241
USACE Asheville Regulatory Field Office
DWQ Mooresville Regional Office
DLR Mooresville Regional Office
File Copy
Central Files
Filename: 04-1750 University Park n Ride (Meck) 401
x ?
2@@@g @D
T 2 9 2004
a
?ntDS D STO ERI
RANCy
Pre-Construction Notification
0417°
401 ISSUED

i 1
Office Use Only: C Form Version May 2002
USACE Action ID No. DWQ Noo 4 17 5 0
(If any particular item is not applicable to this project, please enter "Not Applicable" or "NIA".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP-39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: ® N/A
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ? N/A
II. Applicant Information
1. Owner/Applicant Information
Name: Charlotte Area Transit System (CATS)
Development Division
Mailing Address: 600 East Fourth Street
Charlotte, N.C. 28202
Attn: Mr. Todd Taylor, P.E.
Telephone Number: 704.432.1282 Fax Number: 704.432.0481
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Joey Lawler
Company Affiliation: S&ME, Inc.
Mailing Address: 9751 Southern Pine Blvd.
Charlotte, NC 28241
Telephone Number: 704.523.4726 Fax Number: 704.525.3953
E-mail Address: [e-mail]
Page 1 of 10
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1'. Name of project: University Area Park-N-Ride Facility
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 04713107
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From I-85 South, take Exit 45-
B. Proceed west on W.T. Harris Boulevard. Turn right onto Mallard Creek Road.
Proceed north on Mallard Creek Road. Turn right on Ben Craig Drive, then turn left
on JN Pease Place. Property is on the left near the terminus of JN Pease Place.
5. Site coordinates, if available (UTM or Lat/Long): 350 19.241N, 800 46.461W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for
each crossing of a distinct waterbody.)
6. Property size (acres): Project area is an approximate three-acre tract of land.
7. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary of Mallard
Creek (DWQ Stream Index No. 13-17-5, Class C)
8. River Basin: Yadkin-Pee Dee
(Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is
available at htip:Hh2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the
project at the time of this application:
Page 2 of 10
T
The subject property is largely undeveloped and is comprised of mid-age woodland.
The property is bordered to the north by vacant woodland, and to the south by a
commercial development. JN Pease Place borders the property to the east, beyond
which is additional woodland. Mallard Creek Road adjoins the site to the west,
beyond which is commercial development.
10. Describe the overall project in detail, including the type of equipment to be used:
The project entails piping 289 linear feet (If) of intermittent, aquatically-significant
stream channel. The proposed plans call for installation of a 36-inch reinforced
concrete pipe in the location of the stream within the project footprint. Industry
standard construction equipment will be used for installation of the pipe.
11. Explain the purpose of the proposed work:
The stream impact is necessary to facilitate construction of a 210-space park and ride
facility within the three-acre subject property.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&ME delineated the on-site wetlands and waters of the U.S. on April 21, 2004. An on-site
stream determination was made by DWQ on May 13, 2004. The delineated boundaries
were verified in the field by the USACOE on June 4, 2004, and a Notice of Jurisdictional
Determination issued on August 12, 2004 (Action ID No. 200430903). Representatives of
the USACOE and DWQ attended anon-site pre-application meeting on August 10, 2004.
S&ME conducted a Protected Species Assessment of the project area, and determined that,
based on the literature and pedestrian field review, no suitable habitat for protected species
is located therein.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Page 3 of 10
It is not anticipated that the proposed project will not result in additional impacts to
jurisdictional wetlands or waters of the U.S.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
Piping a 289 if section of intermittent stream
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on ma) (acres (es/no (linear feet
N/A N/A 0 N/A N/A N/A
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://wxvw.fenia.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: Undetermined
Total area of wetland impact proposed: 0
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet Before Impact leasespecify)
1 Pipe 289 UT to Mallard 2 Intermittent/
Placement Creek Important
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Page 4 of 10
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.¢ov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 289
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
* Area of Name Waterbody Type of Waterbody
Site Number Type of Impact Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma (acres) bay, ocean, etc.
N/A N/A 0 N/A N/A
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands N/A
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The stream that will be affected by the proposed project bisects the property. Although the
applicant has designed the plan to avoid and minimize unnecessary losses to waters and
wetlands of the U.S., the proposed stream impacts are unavoidable. The total length of
stream on the subject property is approximately 450 It Impacts are limited to the
aforementioned 2891f.
CATS has spent over one year searching for a suitable parcel in the general area of the
subject property. Currently, CATS maintains a month-to-month arrangement with a
Page 5 of 10
7
private landowner for transit rider parking, but requires a more dependable location that
they could own and manage. Accordingly, CATS first attempts to locate parcels that are
properly zoned and part of planned land development project. After identifying 16
parcels, CATS determined that development of the subject property was the most
practicable. Positive attributes include:
• The site is centrally located within the larger University Research Park
• The site offers good access to Harris Boulevard and Mallard Creek Road
• There are multiple access points to Interstate 85
• The site is approximately 0.5 miles from the current temporary parking site
• The site is proximate to other complimentary uses, including an adjacent day care,
grocery store, drug stores and schools
• There is an adjacent greenway trail access
• There are relatively dense residential areas within walking distance that will
encourage walk-up transit patrons
Further, CATS has reduced the size of the original plan such that impacts are limited to
the minimum amount required in order to make the proposed project viable.
CATS has considered other alternatives to the project as proposed, but because of the
location of the stream, the current plan is the only practicable alternative available to
ensure the project's viability. Other alternatives evaluated by our client were considerably
more expensive, would not comply with local regulatory requirements, or involved
additional impacts to jurisdictional areas. S&ME Natural Resources personnel reviewed
the development plans, and provided the project civil engineer with a list of all specific,
general and regional conditions pursuant to NWP-39. Accordingly, the proposed project
has been designed such that the cumulative. extent of the impacts is limited to the
aforementioned 289 linear feet.
During construction, Best Management Practices (BMPs) will be utilized to ensure that the
impacts identified above are minimized. These BMPs will include: 1) strict adherence to an
approved Sediment and Erosion Control Plan; 2) the use of siltation barriers, sediment
traps and diversion ditches; 3) the use of barricades identifying construction limits such
that sensitive areas are preserved; regular inspection and maintenance during
construction; 4) pre-construction meetings, and; 5) construction of an on-site stormwater
treatment pond.
The proposed work should not cause degradation of area water quality. To the maximum
extent practicable, the project has been designed to maintain pre-construction downstream
flow conditions, and will not permanently restrict or impede the passage of normal or
expected high flows. Efforts will be made to perform the work during periods of low flow.
Based on the sound design developed by the project engineer, the proposed development
will result in minimal adverse effects to the aquatic environment, and CATS plans to
conduct construction activities at the site such that no violation of water quality standards,
Page 6 of 10
statutes or rules occur, and no wastes, spoils, solids or fills will be placed within wetlands,
waters or riparian areas beyond the limits of those depicted in this PCN application.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The USACOE and DWQ have specified that mitigation will be required at a 1:1 ratio.
Based on the size of the tract, on-site mitigation is not practicable. Therefore, CATS
preferred option is the purchase of the appropriate mitigation credit through the City
of Charlotte's Umbrella Stream and Wetland Mitigation Bank. The second option is
purchase of the appropriate credit through the NC Ecosystem Enhancement Program.
CATS anticipates that receipt of payment by one of the aforementioned programs will
be a condition of the permit and 401 Certification.
Page 7 of 10
To further protect downstream water quality, CATS plans to implement a stormwater
management plan designed to remove 85% TSS. The stormwater management plan
will be submitted and approved by DWQ before the impacts specified above occur.
Appropriate soil erosion and sediment controls will be used and maintained in effective
operating condition during construction. Exposed soil and other fills, as well as work
conducted in the stream, will be permanently stabilized at the earliest practicable date,
and additional steps taken to ensure that the work is conducted in strict compliance
with the conditions of NWP-39, as well as applicable State and local requirements.
Additional steps will be taken to ensure that the work is conducted in strict compliance
with the conditions of NWP 39, the corresponding Water Quality Certification, and
applicable local requirements.
2. Mitigation may also be made by payment into the Ecosystem Enhancement Program (EEP).
Please note it is the applicant's responsibility to contact the EEP at [phone] to
determine availability and to request written approval of mitigation prior to submittal of a
PCN. For additional information regarding the application process for the EEP, check the
EEP website at http://h2o.enr.state.nc.us/wry/index.htm. If use of the EEP is proposed,
please check the appropriate box on page three and provide the following information:
Amount of stream mitigation requested (linear feet): 289
Amount of buffer mitigation requested (square feet): Not Required
Amount of Riparian wetland mitigation requested (acres): Not Required
Amount of Non-riparian wetland mitigation requested (acres): Not Required
Amount of Coastal wetland mitigation requested (acres): Not Required
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ® No ?
A Categorical Exclusion (CE) was prepared for this project. CEs are not sent to the State
Clearinghouse for review.
Page 8 of 10

If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the. DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify, )?
N/A Yes ? No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
Zone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
N/A
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Page 9 of 10
Impervious surface will exceed 30 percent. CATS will implement an approved stormwater
management plan designed to comply with the conditions specified in the appropriate 401
Water Quality Certification.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater or sewage will be generated by the facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's-191
(Agent's signature is valid only
?.vQ,0
Date
letter from the applicant is provided.)
Page 10 of 10
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Project No. DWQ Mallard crk
Project Name: 04-1750
SUBMITTED DESIGN.
elevations
Permanent Pool (ft)
Temporary Pool (ft)
areas
Permanent Pool SA (sq ft)
Drainage Area (ac)
Impervious Area (ac)
Rational C
Precipitation (in)
volumes
Inlet Velocity
Inlet Flow Depth
Depth to Ground Water
Planting Soil Infiltration
In-Situ Soil Infiltration
1
5/5/2005
64235
648
248
0.31
0.106
0.5
0.5
4.2
6
10
6
0.52
REQUIRED DESIGN:
5.65 ft. depth
338 sq. ft.
ac
34.2 % impervious
sand underdrain
0 fps
in
6ft
0.52 in/hr
0.00 in/hr

/I-r

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check surfac
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MAR422-2005 16:34 FROM: TO:9197336993 P.1/15
5200 - 77 Center D . Suite 500
Charlotte, North Ca i na 28217
Phono # (704) 522- 75
Fax # [phone]
- =e;40
To: Samuel
From Andrea Hayden
Fax: [phone] Pages: 16
Phone: [phone] Date: 3=5
Re: Mallard reek Park n' Ride CC:
13 Urgent For Review 0 Please Comment 0 Please Reply 0 Please Recycle
Sam,
As we dis ussed yesterday, 1 have completed the permanent and
temporary of elevations on the bioretention worksheets. Again,
the biorete Lion is not required by DWQ for our 407 permit. This is
something a are doing on our own. We were only required to put in
the dry det ntion basin. Please don't hesitate to call if you have any
questions
Thanks, f
Andrea Hi
i
,1-22-2005 TUE 15:05 TEL:[phone]
NAME:DWO-WETLANDS
P.
/
MAR-22-,2005 16:34 FROM:

1. PROJECT
Project Name
Contact Person:
For projects with
Permanent Pool
Temporary Pool
Bionatention Surface F
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration I
In-Situ Soil Infiltration Ra
ll. REQU RED ITEM$ CHECKLIST
P. 2/15
Alva sq. ft I.
-
0.3\
as ?
(orrsite and off-site drainage to the basin)
J
0.1 0 ac. `
(on-site and off-site drainage to the basin) 134.2' t

% (either 5% in w/sand under drain or 7% in w/o)

fps
to in
I() t ft.
1-10 in./hr. (the soil layer down to 4 feet)
I_(9 indhr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provi to indicate the following design requirements have been met and supporting documentation is attached. tf a
requirement has not be met, attach an explanation of why. Ala minimum, a complete stormwater management plan submittal includes
a worksheet for each $ P, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package M result in a request for
additional information a will substantially delay final review and approval of the project.
vertical sand bed is proposed
: bioretention area is at least 40 feet by 15 feet.
Set flow is provided at inlet
ter table depth is greater than 6 feet.
imum of 6' ponding is provided.
i ponded area will draw down in less than 4 days-
nting soil infiltration rate is greater than 0.52 inlhr.
in-situ soil infiltration rate is greater than 0.2 inlhr.
Canting plan with species and densities is provided.
Ich layer is specified in plans,
sting soli meets minimum soil specifications (NCOENR Stonnwater Best Management
ictices Manual, April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are pmvided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that
TO:9197336993
DWQ Project No. - r? -
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
RT,??N ( ase mplete the following iniom>atio
Ap&f i I C?1 Phone Number. Sind
basins, specify Mich basin this worksheet applies to:
i H A SS' ft. (elevation of the orifice invert out)
i _ 49 myft, (elevation of the outlet structure invert in)
beneath the planting soil are acceptable in the Piedmont and Mountains

I
MAR-22-2005 TUE 15:05 TEL:[phone] NAME:DWQ-WETLANDS P. 2 \
MAR-22-2005 16:34 FROM: TO:9197336993 P.3/15
1. PROJECT
Project Name :
Contact Person;
For projects with
Permanent Pool
Temporary Pool
Bioretention Surface E
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Sod Infiltration I
In-Situ Soil Infiltration Ri
11. REQUIRED ITM CHECKLIST
!``rr J
fD't?• 1 ft. (elevation of the orifice invert out)
(elevation of the outlet structure invert in)
103
sq. (t. pal,
.O S? ac. (on-site and off-3ite drainage to the basin) (83 oL mt
`! ac. (on-site and off-site drainage to the basin} (l7/a Pend.
,tog (?a?
% (either 5% in wlsand under drain or 7% in wlo)
- a• to fps
(r, in
ItYr ft.
)~t0 inJhr. (the soil layer down to 4 feet)
/-(0 !nlhr. (the sod layer below 4 teet or below the sand bed)
Initial in the space provid d to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not bee met, attach an explanation of why. At a minimum, a complete storrnwater management plan submittal includes
a worksheet for each B P, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
ad0onal information an( wig substantially delay final review and approval of the project
vertical sand bell is proposed AMP 'Tt e bioretention area is at least 40 feet by 15 feet.
S eet flow is provided at inlet-
ter table depth is greater than 6 feet.
M nimum of 6' ponding is provided.
/Vff T e ponded area wdl draw down in less than 4 days.
aVff PI ling soil infiltration rate is greater than 0.62 in/4r.
e in-situ soil infiltration rate is greater than 0.2 inthr.
1104 A planting plan with spedes and densities is provided.
M Ich layer is specified in plans.
P Ling soil meets minimum soil specifications (NCDENR Stormwater Best Management
P s Manual, April 1999)
PI details for the bioretention area provided.
PI n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdr ins beneath the planting soil are ameptable in the Piedmont and Mountains

DWQ Project No. D- r7S-0
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
A n Phone Number
basins, specify rich basin this worksheet applies to: -Rea
MAR-22-2005 TUE 15:05 TEL:[phone] NAME:DWO-WETLANDS P. 3
MAR-22-2005 16:34 FROM: TO:9197336393 P.4/15
I, PROJECT
Project Name ;
Contact Person:
For projects with
Permanent Pool
Temporary Pool
Bioretention Surface F
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet velocity
Inlet flow depth
Depth: to Ground Water
Planting Soil Infiltration
In-Situ Soil Infiltration R
It. REQUIRED
OWD Project No. 04-1-n-0
DIVISION OF WATER QUALITY - SIOWENTION AREA WORKSHEET

Phone Number.
spedfy which basin this worksheet applies to: 1f61Ks 1aVr to W?
rv rft (elevation of the arifice invert out)
40ft. (elevation of the outlet structure invert in)
L40 a- sq. ft,
y?aq ac.
.l ac.
J8

fps

O in
fl.
1-0 _ in./hr.
/-(a inlhr.
(on-site and off-site drainage to the basin) (
(on-site and off-site d ainag/e to the basin
(either 5% in wlsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provi to indicate the following design requirements have been met and supporting documentation is altached, If a
requvement has not bee met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each B P, design calculations, plans and specifications showing aU BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information an will substantially delay final review and approval of the project.
vertical sand bed is proposed
e bioretention area is at least 40 feet by 15 feet.
eat flow is provided at inlet.
rter table depth is greater than 6 feet
roam of 6" ponding is provided,
ponded area will draw down in less than 4 days.
nting soil infiltration rate is greater than 0.52 irAr.
in-situ soil infiltration rate is greater than 0.2 inihr.
lancing plan with species and densities is provided.
Ich layer is specified in plans.
nting soil meets minimum soil specifications (NCDENR Stormwater Best Management
ictices Manual, April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are provided
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdraos beneath the planting soil are acceptable in the Piedmont and Mountains

MAR-22-2005 TUE 15:06 TEL:[phone] NAME:DWO-WETLANDS P. 4
MAR-22-2005 16:35 FROM:
1. PROJECT
Project Name
Contact Person:
For projects with
Permanent Pool
Temporary Pool
Bioretention Surface i
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration I
In-Situ Soil Infiltration RI
II. REQUIRED ITEMS] CHECKLIST
?? Q ft. (elevation of the orifice invert out)
- `dc ft (elevation of the outlet structure invert in)
El
90A sq. ft.
T.1 k ac. (on-site and off-site drainage to the basin) (% I S
(1 ac. (on-site and off-site drainage to the basin) C 13, S)
7?n (135)(•13-- 1, 0)(,(
% (either 5% in wfsand under drain or 7% in w/o)
3.1 fps
in
?.Qt ft.
NO in./hr. (the soil layer down to 4 feet)
1-& inlhr. (the soil layer below 4 feet or below the sand bed).
Initial in the space pro - to indicate the following design requirements have been met and svpporting documentation is attached. If a
reiii4mment has not bee met, attach an explanation of why, At a minimum, a complete stormwater management plan submittal includes
a worksheet for each E NP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information an will substantially delay final review and approval of the project
vertical sand bed is proposed
i bioretention area is at least 40 feet by 15 teet
eel flow is provided at inlet
iter table depth is greater than 6 feet.
rimum of 6' ponding is provided.
ponded area will draw down in less than 4 days.
sting soil infiltration rate is greater than 0.52 Whir.
in-situ sod infiltration rate is greater than 0.2 inthr.
canting plan with species and densities is provided.
Ich layer is specified in plans.
nting soil meets minimum soil spedficallons (NCOENR Stonnwater Best Management
ictices Manual, April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdr4ns beneath the planting soil are acceptable in the Piedmont and Mountains

TO:9197336393 P.5/15
DWQ Project No, (0 4- 1-7 TO
DIVISION OF WATER QUALITY - BIDRETENTION AREA WORKSHEET
Phone Nunn r:
basins, specify which basin this worksheet applies to- -"? 0L jtA
MAR-22-2005 TUE 15:06 TEL:[phone] NAME:DWO-WETLANDS P. 5
MAR-22-2005 16:35 FROM: TO:9197336993 P.6/15
1. PROJECT
Project Name
Contact Person:
For projects with
Permanent Pool
Temporary Pool
Bioretention Surface E
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planbg Soil Infiltration I
In-Situ Soil Infiltration R.
II. REQUIRED ITEMI CHECKLIST
fL (elevation of the orifice invert out)
L2'" D. - It. (elevation of the outlet structure invert in)
7 sq. ft. 6q( ? X 1 m V-
ac. (on-site and off-site drainage to the basin}
0. 17 ac. (on-site and off-site drainage to the basin °/.J RN.
mw_
Ga % (either 5% in Zsand under drain or 7% in w/o)
3•b fps
in
U ff.
inJhr. (the soil layer down to 4 feet)
1-fo in.1hr. (the soil layer below 4 feet or below the sand bed(
Initial in the space provid to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not bee met, attach an explanation of why. At a minimum, a complete slormwater management plan submittal includes
a worksheet for each B , design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will resuk in a request for
additional information a will substantially delay final review and approval of the project.
vertical sand bed is proposed
bioretention area is at least 40 feet by 15 feet.
eet flow is provided at inlet.
iter table depth is greater than 6 feet.
iimum of W ponding is provided.
a ponded area will draw down in less than 4 days.
nting soil infiltration rate is greater than 0.52 in/hr.
it-situ soil infiltration rate is greater than 0.2 in/hr.
lanting plan with species and densities is provided.
ICh layer is specified in plans.
nting soil meets minimum soil specifications (NCOENR Stormwater Best Management
icb= Manual, April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdr4ns beneath the planting soil are acceptable in the Piedmont and Mountains
r
DWO Project No. `-'l'\'? "
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
Dftlyn Phone
basins, specify hich basin this worksheet applies to:
MAR-22-2005 TUE 15:06 TEL:[phone] NAME:DWO-WETLANDS P. 6
MAR-22-2005 16:35 FROM: TO:9197336393 P.7/15
1. PROJECT
Project Name :
Contact Person:
For projects with
DWQ Project No. V ' t?" 1? ?"
DIVISION OF WATER QUALITY • I31ORETENTION AREA WORKSHEET
complete e
r?
FMFK& -ef % Phone Number.
basins, specify mh ch basin this worksheet applies to: Aza
Permanent Pool Efeva '
ft,
Temporary Pool Qevatio 62 4 c{. 6ft.
gioretention Surface Are. i cp S3 sq. ft
Drainage Area 0.01' ac.
Impervious Area 0. It ac.
Rational C Coefficient
Size % S %
Inlet Velocity fps
Inlet flow depth in
Depth to Ground Water ft.
Planting Soil Inf'iftration to ?(s in./hr,
In-Situ Sail Infiltration R ?" a inlhr.
H. REQUIRED ITEMS CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin) l ?Il ?9'"'
(on-site and off-site rainage to the basin) s •}ef??.
(either 5% in wfsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provid d to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each 13 P, design calculations, plans and specifications stowing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information an will substantially delay final review and approval of the project.
vertical sand bed is proposed
e bioretention area is at least 40 feet by 15 feet.
eet flow is provided at inlet.
der table depth is greater than 6 fed
urnum of 6' ponding is provided.
ft? ponded area will draw down in less than 4 days.
nting soil infiltration rate is greater than 0.52 in/hr.
s in-situ sod infiltration rate is greater than 0.2 iNhr.
slanting plan with species and densities is provided.
Ich layer is specified in plans.
nting soil meets minimum soil specifications (NCDENR Stlormwater Best Management
ictices Manual, April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are provided,
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdraIns beneath the planting soil are acceptable in the Piedmont and Mountains
MAR-22-2005 TUE 15:06 TEL:[phone] NAME:DWO-WETLANDS P. 7
MAR-22-2005 16:35 FROM: TO:9197336893 P.8'15
1. PROJECT
Project Name :
Contact Person:
For projects with
Permanent Pod
Temporary Pool
Bioratention Surface /
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration F
In-Situ Soil Infiltration Ri
II, REQUIRED ITEMS CHECKLIST
cp sq. ft 1 ?e
.! ac. (on-site and off-site drainage to the basin)
0.14 ac. (on-site and off-site drainage to the basin) [ (f %)
`dlo(•?? 4-
96 (either
b 5% in w/sand under drain or 7% in w/o)
• y fps
6 in
fL
/ `f0 inJhr, (the soil layer down to 4 feet)
I-fv - in Mr. (me soil layer below 4 feet or below the sand bed)
Initial in the space provid d to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each B P, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information an will substantially delay final review and approval of the project.
vertical sand bed is proposed
bioretention area is at least 40 feet by 15 feet.
;et flow is provided at inlet.
ter table depth is greater than 6 feet
imum of 6' ponding is provided.
ponded area will draw down in less man 4 days,
nfing soil infiltration rate is greater than 0.52 inthr.
: in-situ sod infiltration rate is greater than 0.2 inlhr.
lanting plan with species and densities is provided.
ch layer is specified in plans,
sting soil meets minimum soil specifications (NCDENR c4ormwater Best Management
ctices Manual, Apni 1999)
i details for the bioretention area provided.
i details for the inlet and oudet are provided.
speration and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains

DWQ Project No. \ 1-Ts-o
a
DIVISION OF WATER QUALITY - 810RETENTION AREA WORKSHEET
La Phone N er S3?"ToZ
basins: specify whit basin this worksheet applies to: \ lk: ?u? • ft. (elevation of the orifice invert out)
i 4. R (elevation of the outlet structure invert in)
MAR-22-2005 TUE 15:06 TEL:[phone] NAME:DWO-WETLANDS P. 8
MAR-22-2005 16:35 FROM: TO:9197336993 P.9/15
I. PROJECT
Project Name
Contact Person:
For projects with
DWO Project No. `t-n J V
DIVISION OF WATER QUALITY - MOREfENrION AREA WORKSHEET
"1999 n"fm Phone
basins, specify which basin this wo Gheet applies to:
Permanent Pool Elevati a?t ?u S ? ft.
Temporary Pool Elevatio Z ft.
Bioretention Surface Are i IL
sq. It,
Drainage Area _
0 51 ac,
Impervious Area O Yr-I ac.
Rational C Coefficient 01-7
Size % %
Inlet VeWty ,,? fps
Inlet flow depth _ (o in
Depth to Ground Water ft.
Planting Soil Infiltration to / -b inJhr.
In-Situ Soil Infiltration R 1 ' inlhr.
REQUIRED MEW CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
? gN,°pVl
(on-site and off-site drainage to the basin) ? st?c }(rnP
(on-site and off-site drainage to the basipp) L + `{• ? %? ?
(either 5% In wfsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provid to indicate the following design requirements have been met and supporting documentation is attached. if a
rew,rernent has not been mot, attach aR expfarWion of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each 131 AP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement, An incomplete submittal package will result in a request for
additional information an will substanfiWiy delay final review and approval of the project.
vertical sand bed is proposed
a bioretention area is at least 40 feet by 15 feet.
Bet flow is provided at inlet.
der table depth is greater than 6 feet.
iimum of 6' ponding is provided.
a ponded area w6l draw down in less than 4 days.
rating soil infiltration rate is greater than 0.52 in/hr-
3 in-situ soil infiltration rate 6 greater than 0.2 in/hr.
danting plan with species and densities is provided.
Ich layer is specified in plans.
nting soil meets minimum soil specifications (NCOENR Stormwater Best Management
ictices Manual, April 1999)
n details for the bporetention area provided.
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided-,
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
MAR-22-2005 TUE 15:07 TEL:[phone] NAME:DWQ-WETLANDS P. 9
MAR-22-2005 16:36 FROM: TO:9197336893 P.10/15
1. PROJECT
Project Name :
Contact Person:
For pr'ajects with
Permanent Pool
Temporary Pool
Bioretention Surface F
Drainage Area
Impervious Area
Rational C. Coefficient
we %
Inlet Velodty
Inlet flow depth
Depth to Ground Water
Planting WI Infiltration
In-Situ Sol Infiltration R
11. REQLNRED ITE11114 CHECKLIST
I D I sq.ft
Q' Ito ac. (on-site and off-site drainage to the basin) sd, (c ( MPuN.
&00 ac. (on-site and off-site drainage to the basin) Z{ q. cf ?/O }Pen/.
0_25 I X_;LX_ ("TOW-16)
5 %6 (either 5% in w/sand under drain or 7% in w/o)
3.6 fps
in
0 iG
f la inJhr. (the soil layer down lo 4 feet)
/- Lin , fnlhr. (the soil layer below 4 feet or below the sand bed)
Initial in the space prov' to indicate the following design requirements have been met and supporting documentation is attached. it a
requirement has not bee met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheel for each B OR design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a full executed operation and maintenance agreement. An incomplete submittal package wil result in a request for
additional information an will substantially delay final review and approval of the project.
vertical sand bed is proposed
bioretention area is at least 40 feet by 15 feet.
.et flow is provided at inlet
iter table depth is greater than fi feet
iimum of W ponding is provided.
ponded area will draw down in less than 4 days.
nting sol infiltration rate is greater than 0.52 in/hr.
in-situ soil infiltration rate is greater than 0.2 in/hr.
danting plan with species and densities is provided.
U layer is specified in plans.
rating soil meets minimum sol specifications (NCDENR Stormwater Best Management
dces Manual, April 1999)
n details for the bioretention area provided,
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdr4ins beneath the planting soil are acceptable in the Piedmont and Mountains

S-Q
DWQ Project No, q'- M S-0
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
Wee
_ _ 1 I'V&1XW[?k (JTKJ= W ' L-Y - r- 1Gt`C
Phone Number.
basins, specify wfich basin this worksheet applies to:
i fL, (elevation of the orifice invert out)
? :3 -.ft. (elevation of the outlet structure invert in)
MAR-22-2005 TUE 15:07 TEL:[phone] NAME:DWQ-WETLANDS P. 10
MAR-22-2005 16:36 FROM: TO:9197336393 P.11X15
1. PROJECT
Project Name :
Contact Person:
For projects with
Permanent Pool
Temporary Pool
Bioretention Surface 7
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Sal infiltration l'
In-Situ Soil Infitraton Ri
It. REQUIRED ITEW CHECKLIST
it.
ft
d sq. ft
0. ! ac.
K{f ac,
%
`-? fps
in
ft
fB inlhc
f -'? _ inJhr.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin) q`i la ?fPL e N`
(on-site and off-site drainage to the basin) (9
( ft)(•a) t-f.rNV,b) r
(either 5% in wlsand under drain or 7% in w1o)
(the $oil layer down to 4 feel)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provid to indicate the following design requirements have been met and supporting documentation is attached. If a
regrerement has not bee met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each U AP, design calculations, plans and specifications showing all BMPS and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submttal package YAP result in a request for
additional information an YOU substantially delay final review and approval cf the project.
vertical sand bed is proposed
e bioretention area is at least 40 feet by 15 feet,
eet flow is provided at inlet.
der table depth is greater than 6 feet.
iimum of 6' ponding is provided.
pornded area will draw down in less than 4 days.
sting soil infiltration rate is greater than 0.52 inAr.
in-situ sal infiltration rate is greater than 0.2 inlhr.
lanting plan with species and densities is provided.
Ich layer is specified in plans.
nting soil meets minimum soil specifications (NCDENR Stormwater Best Management
?ctices Manual, April 1999)
in details for the bioretention area provided.
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable it the Piedmont and Mountains

DWQ Project No. ?- n S0
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
basins, specify which basin this worksheet applies to:
MAR-22-2005 TUE 15:07 TEL:[phone] NAME:DWO-WETLANDS P. 11
MAR-22-2005 16:36 FROM:
I. PROJECT IN
Project Name
Contact Person:
For projects with mi
Permanent Pool
Temporary Pool
Bioretention Surface A
Drainage Area
Impervious Area
Rational C Coeffiient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration I
In-Situ Soil Infltrafion Rz
II. REQUIRED ITEMS CHECKLIST
_t4 It.
0,0fo? ac.
+US3 ac.
l0 %
a. fps
C? in
1114 ft.
"(o in.ihr.
/-(0 in.lhr.
(elevation, of the orifice invert out)
(elevation of the outlet structure invert in)
`lv 1 r,,n?Q/V `
(on-site and off-site drainage to the basin) 66
(orr-site and off-site drainage to the basin) 14 °A ?-
r (,6(.)L'Q)
(either 5% in wlsand under drain or 7% in wio)
(the soil layer down to 4 feet)
(the sod layer below 4 feet or below the sand bed)
Initial in the space provi ed to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not boil mill; attach an explanation of why. At a minimum, a complete storrnwaler management plan submittal includes
a worksheet for each P, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a full executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information an J will substantially delay final review and approval of the project.
vertical send bed is proposed
r bioretention area is at least 40 feet by 15 feet.
;et flow is provided at inlet.
ter table depth is greater than 6 feet.
,imum of 6' ponding is provided.
s ponded area will draw down in less than 4 days.
nting soil infiltration race is greater than 0.52 h1hr.
in-situ soil infiltration rate is greater than 0.2 inlhr.
fainting plan with species and densities is provided.
ch layer is specified in plans.
nting sal meets minimum soil specifications (NCOENR Stoanwater Best Management
cokes Manual, April 1999)
n details for the Wretention area provided-
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that
TO:9197336893 P.12/15
DWQ Project No.- 1-n ?O
DIVISION OF WATER QUALITY - SIORETENTION AREA WORKSHEET
v m Ik- km H-I%- Y__1?
'A Phone
basins, specify which basin this worksheet applies to:
beneath the planting soil are acceptable in ft Piedmont and Mountains

MAR-22-2005 TUE 15:07 TEL:[phone] NAME:DWQ-WETLANDS P. 12
MAR-22-2005 16:36 FROM: TO:9197336893 P.13/15
I, PROJECT
Project Name
Contact Person:
For projects with
DWQ Project No._ 0 Q, t / 51)
OiVISION OF WATER QUALITY - 810RETENTION AREA WORKSHtEet
(please complete the following information):
.-.1 /'-ZWV T L -V .? n ?. 1 _
~Ckn %,k" \ Phone
basins: specify which basin this worksheet_applies to:
Permanent Pool devati ft.
Temporary Pod Eleva i
Ll
BioretenUon Surface Are i a sq, fi
Drainage Area D, U ! ac..
Impervious Area ac.
Rational C Coefficient
o.`r
agglo
Size % to %
Inlet Velocity fps
Inlet flow depth ` in
Depth to Ground Water ? ft.
Planting Soil Infiltration R e ) - (0 inlhr.
In-Situ Soil Infiltration R Z k4 in./hr.
U. REQUIRED
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage Io the basin) 85_`la )mfr'?- %/'
(on-site and site drainage to the basin f S'y'i Pe V
( . Is° .a} -t- 6faCy?))
(either 5% in wlsand under drain or 7% in wfo)
(the soil layer down to 4 feet)
(the sot layer below 4 feet or below the sand bed)
Initial in the space provi to indicate ft following design requirements have been met and supporting documentation is attached. if o
requirement has not bee met attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each a P, design calculations, plans and specifications shovnng all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package vsU result in a request for
additional information an will substantially delay final review and approval of the projeft
vertical sand bed is proposed
r bioretention area is at least 40 feet by 15 feet.
Bet flow is provided at inlet.
ter table depth is greater than 6 feet.
imum of 6" pondng is provided.
: ponded area will draw down in less than 4 days.
nfing soil intatration rate is greater than 0.52 in/hr.
in-situ soil infiltration rate is greater than 0.2 inlhr.
lanting plan with species and densities is provided,
ch layer is specified in plans.
nting soil meets minimum soil specifications (NCDENR Stormwater Best Management
dices Manual. April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdr#s beneath the planting W1 are axeptable in the Piedmont and Mountains
MAR-22-2005 TUE 15:07 TEL:[phone] NAME:DWQ-WETLANDS P. 13
MAR-22-2005 16:36 FROM: TO:9197336893 P.14/15
.. I
I, PROJECT
Project Name :
Contact Person:
For projects with
Permanent Pool
Temporary Pool
Bioretention Surface A
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration
In-Situ Soil Infiltration k
II. REQUIRED ITEMS
DWO Prajeot No. f?t--)-- S-0
DIVISION OF WATER QUALITY • SIQRETENTION AREA WORKSHEET
(ok (_ rEtC Q1r?-1'1???'QP
Phone)
specify whi basin this worksheet applies to:
61N. ft.
fn?Q q0 ft
104
sg. h.
D S{o ac.
- 0411 ac.
fJ,?
%
` fps
11.7 in

inlhr.
I (o inlhr.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off site drainage to the basin)
(on-site and off-site drainage to the basin) ) 3 d `
(•t3?f .'?1 r l ?C• 81
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provid to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. Ala minimum, a complete siormwater management plan submittal includes
a worksheet for each B P, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully xecuted operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantialry delay final review and approval of the project.
vertical sand bed is proposed
bioretention area is at least 40 feet by 15 feet.
3et flow is provided at inlet.
ter table depth is greater than 6 feet.
imum of 6' ponding is'provided.
s ponded area will draw down in less than 4 days.
nting soil infiltration rate is greater than 0.52 in/hr.
in-situ soil infiltration rate is greater than 02 in/hr.
lancing plan with species and densities is provided.
ich layer is specified in plans.
sting soil meets minimum soil spea6cations (NCOENR Stormwater Best Management
dices Manual, April 1999)
n details for the bioretention area provided.
n details for the inlet and outlet are provided.
operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underd
is beneath the planting soil are acceptable in the Piedmont and Mountains
MAR-22-2005 TUE 15:07 TEL:[phone] NAME:DWO-WETLANDS P. 14
MAR-22-4005 16:37 FROM: TO:9197336893 P.15'15
L PROJECT INFORE
Project Name
Contact Person.
For projects with multiple
Permanent Pool
Temporary Pool
Bioretention Surface A
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration
In-Situ Soil Infiltration R
DWQ Project No. © `- I--? S-b
DIVISION OF WATER QUAUTY - BIORETENTION AREA WORKSHEET
(p se mplete the folio 'ng inform"?qq)
- y?i(Q
Phone Number: •
specify ich basin this worksheet applies to: KAki\qa!Ldt0
ft. (elevation of the orifice invert out)
(elevation of the outlet structure invert in)
sq. ft.
_x.013 ac.
C>. a tam ac.
L fps
I D i- h
f --b inJhr.
inlhr.
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin j 12.1 lclej f4afV
(either 5% in wWnd under drain or 7% in wfo)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
li. REQUIRED fTEMS HECKUST I
i
Initial in the space provid to indicate the following design requirements have been met and supporting documentation is attached. /[a
requirement has not been, met, attach en explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each UP, design calculations, plans and specifications showing all BMPS and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
AnDlicants initials
N vertical sand bed is proposed
bioretention area is at least 40 feet by 15 feet.
$t flow is provided at inlet. !
W tier table depth is greater than B feet i
Mi imum of 6' ponding is provided.
TT ponded area will draw down in less than 4 days. i
PI Ling soil infiltration rate is greater than 0.52 in/hr.
Fh in-situ soil infiltration rate is greater than 0.2 inihr.
A agrig plan with species and densities is provided.
agt M Ich layer is specified in plans. i
__Planting soil meets minimum soil specifications (NCDENR Stormwaler Best Management
Pr, tires Manual, April 1999)
PI details for the bioretention area provided.
PI n details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
I
Please note that underdra ns beneath the planting soil are acceptable in the Piedmont and Mountains

MAR-22-2005 TUE 15:08 TEL:[phone] NAME:DWO-WETLANDS P. 15
May 05 05 03:00p PBSJ 7045236116 P.1
DWQ Project No. o LJ,) r S`"
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFOW}ATION ( lease complete the following orryation):
Project Name : '' ( ?? ?1?Zd C• r 1?? r? -)0V1
Contact Person: Gk a L o Phone Number. -7U S??-
For projects with multiple basins, specify hich basin this worksheet applies to: ,4 , c 4.- e J i
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
ll. REQUIRED ITEMS CHECKLIST
ft. (elevaticnof the orificeinvert out)
(elevation of the outlet structure invert in)
10 sq. ft. L c1q.3c/c fin ferv,)
-?ac. (on-site and off-site drainage to the basin) -2 ?lr? 1?c'.'V.
0,0(i ac. (on-site an off-site drainage to the basic!) (.SS
S" % (either 5% in w/sand under drain or 7% in w/o)
3 fps
in
j 6 ft.
1-(n in./hr. (the soil layer down to 4 feet)
in./hr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been rnet, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
cF4 }t:cW flt T(ie bioretention area is at least 40 feet by 15 feet.
' Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
' Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
ggP& Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
i2M Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
CLI:n An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
7671
post-If Fax Note
co.loept• -?

MAY-5-2005 THU 13:30 TEL:[phone] NAME:DWQ-WETLANDS P. 1
Mallard Creek Park and Ride
Subject: Mallard Creek Park and Ride
From: "Hayden, Andrea S." <[e-mail]>
Date: Tue, 5 Apr 2005 15:05:17 -0500
To: "'[e-mail]"' <[e-mail]>
Sam,
I wanted to check with you on the status of the Mallard Creek Park and Ride
review. Have you had a chance to review it yet?
Thanks,
Andrea S. Hayden, PE
PBS&J
5200 77 Center Drive, Suite 500
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
? 16!?
4/6/2005 9:10 AM
Hayden, Andrea S. wrote:
Sam,
I wanted to check with you on the status of the Mallard Creek Park and Ride
review. Have you had a chance to review it yet?
Thanks,
Andrea S. Hayden, PE
PBS&J
5200 77 Center Drive, Suite 500
Charlotte, NC 28217
Phone: [phone]
Fax: [phone]
Andrea, your file will be revisit - review again sometime in about a week or so.
Sam.
1 of 1 4/6/2005 9:22 '
Fl a® TRANSMITTAL
Cyndi Karoly DATE: March 8, 2005
TO: DWQ, Wetlands/401 Unit
From: Andrea Hayden
Address/Office: 140 Mail Service Center
Raleigh, NC 27699-1650
JOB NO.: 290207.08
Phone: [phone]
RE: Mallard Creek Park and Ride
DWQ Project # 04-1750
WE ARE SENDING YOU ® Attached ? Under separate cover via
the following items:
? Shop Drawings ? Prints ? Plans ? Samples
? Copy of Letter ? Change Order ? Specifications ?
COPIES DATE NO. DESCRIPTION
3 3/8/05 BMP worksheets
3 3/8/05 Operation and Maintenance Agreement
3 3/8/05 Revised Construction Plans
3 3/8/05 Revised Calculations
1 3/8/05 Response Letter

THESE ARE TRANSMITTED As Checked Below:
For approval
® For your use
? As requested
? For review and comment
? For bids due 20
? Prints returned after loan to us
REMARKS:
? Reviewed as submitted ? Resubmit copies for approval
? Reviewed as noted ? Submit copies for distribution
? Returned for corrections ? Return corrected prints
? ?
IL4'&Rg @8
Mq
H 1 0 ?005
NDSRAND WATER QUg11TY
A7ERBR4Wy
SIGNED
DISTRIBUTION
If enclosures are not as noted, kindly notify us at once

Project No. DWQ l lr n?-
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete there following information):
Project Name : ?111?1?01?d 016 _t?4L ava W_e
Contact Person: Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to:-
Drainage Area:( 2. acres Percent Impervious Area:S%
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. if a requirement has not
been met, attach an explanation of why.
Applicants Initials
Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
Q capture runoff from 1 inch storm and draw down over a period of 2 to 5 days. ((??
,t Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain 6.98 CiL-T
The basin length to width ratio is greater than 3:1. (1 SO X
The basin side slopes are no steeper than 3:1.
?A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
/lip Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for clean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
,, Forebay is provided to capture sediment and minimize clean-out problems.
' Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
Seasonal high water table is at least 1 foot below bottom of basin.
If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.

V?j b
DWQ Project No. y-pr l?
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFOR T,QN (pl ase omplete the following informatio ):
Project Name: 1\Q ?'I?E r - - ?' e
Contact Person: t/f4 1Pn Phone Number:
czq)
For projects with multiple basins, specify which basin this worksheet applies to: ` W1
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ?U-- ft. (elevation of the outlet structure invert in)
Bioretention Surface Area ??i sq. ft.
Drainage Area d. -A1 ac.
Impervious Area 0.10 h ac.
Rational C Coefficient © 16"0
Size % 3 %

Inlet Velocity fps
Inlet flow depth (0 in
Depth to Ground Water 101, ft.
Planting Soil Infiltration Rate 1 - in./hr.
In-Situ Soil Infiltration Rate in./hr.
(on-site and off-site drainage to the basin) S• lo-) I VrIN'
(on-site and off site drainage to the basin) [3L1 2, _ F? J.
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
rl e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
C Plan details for the bioretention area provided.
ZrW Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFO AT N (pl ase c plete the followin informatio
Project Name:
' , d? -Y1- ??>I e
Contact Person: A n Phone Number: 3-
For projects with multiple basins, specify which basin this worksheet applies to: i(klWrjj 3 2
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ?t ??- ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 103 sq. ft.
Drainage Area .0-5-6, ac.
Impervious Area iy Nom- ac.
Rational C Coefficient , ta9
Size % (o %
Inlet Velocity P- la fps
Inlet flow depth (o in
Depth to Ground Water In- - ft.
Planting Soil Infiltration Rate )-(0 in./hr.
In-Situ Soil Infiltration Rate 1-0 in./hr.
(on-site and off-site drainage to the basin) ?3 cG? j ml(on-site and off-site drainage to the basin) 17% PerV.
1,gx,i-I) -Y (,Q)
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
/JJXI No vertical sand bed is proposed 4ww The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
AlAff The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. ()` I
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
I. PROJECT INFORMAKI^O- N (pleas comp) tot a folio ing information)
Project Name : U?'?1 ?r [-(? - '; c
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: &AC r1 ?:V
Permanent Pool Elevation n>?? ft. (elevation of the orifice invert out)
Temporary Pool Elevation h t'' ft. (elevation of the outlet structure invert in)
Bioretention Surface Area L4Oa-- sq. ft.
Drainage Area 0, ac.
Impervious Area 0 + fi ac.
Rational C Coefficient 4 ,
Size % 5 %
Inlet Velocity fps
Inlet flow depth (D in
Depth to Ground Water -? 0 r ft
Planting Soil Infiltration Rate /-(D in./hr.
In-Situ Soil Infiltration Rate Ma in./hr.
(on-site and off-site drainage to the basin) C (O??) IA'PeN
(on-site and off-site drainage to the basin C b 3 $%? RON,
(M(,'3?) t- 6b 2)t%
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
see aTfathO fie bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
1,7,04 - Water table depth is greater than 6 feet.
40-44 Minimum of 6" ponding is provided.
Z7W The ponded area will draw down in less than 4 days.
ZJW Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best M
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the respon
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
anagement
risible party is provided.
1
DWQ Project No.
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMA?TIO Plea a cor? plete the fo?owin information):
Project Name : ?Y1? U l y-PeV-
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: 06arrTio
_
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation °` . ft. (elevation of the outlet structure invert in)
Bioretention Surface Area sq. ft. en/,
Drainage Area -?k ac. (on-site and off-site drainage to the basin) ?Mp
d.
Impervious Area Caa ? ac. (on-site and off-site drainage to the basin) C 13
Rational C Coefficient ` 13 S) CJ `, ?,`? S')
Size % % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity 3.1 fps
Inlet flow depth (o in
Depth to Ground Water 1- ft.
Planting Soil Infiltration Rate No in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate Ho in./hr. (the soil layer below 4 feet or below the sand bed)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
6(.' I No vertical sand bed is proposed
Ise If-The bioretention area is at least 40 feet by 15 feet.
RIM Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
IZH+ Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
GCS f Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
g2f An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No, nq- "
DIVISION OF WATER QUALITY . BIORETENTION AREA WORKSHEET
1. PROJECT INFORMAT,ON R (ease competoinformation
Project Name : .71-
N
Contact Person: MkA `Q Phone Number:
For projects with multiple basins, specify vJhich basin this worksheet applies to: YQC11% U -Pry 1 S`
Permanent Pool Elevation 11 /U' ft. (elevation of the orifice invert out)
Temporary Pool Elevation V 1707-- ft. (elevation of the outlet structure invert in)
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %
_3(D 7- sq. ft.
U. l Y1 ac.
0.17 ac.
0.7,5
69 %
(on-site and off-site drainage to the basin) 09& lu l pr?.
(on-site and off-site drainage to the basin) (?J % P-e'?.
&U` )(.-4-) +C.%k, b)
(either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
9 , to _ fps
- to in
ft.
1-(o in./hr
/ - to in./hr
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
L44-IT A No vertical sand bed is proposed
OJW The ponded area will draw down in less than 4 days.
4MA Planting soil infiltration rate is greater than 0.52 in/hr.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
• ce he bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6° ponding is provided.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
" Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stomtwater Best Management
Practices Manual, April 1999)
?f Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. V ?k~ F? '-y
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFO Y
N (pl se complete he followin informs on):
Project Name : { 1 (?,. ? TIM (v y
Contact Person: guliuk "m Phone Number:
UM) S79a--7IT--
For projects with multiple basins, specify wh h basin this worksheet applies to: v O
Permanent Pool Elevation f ft. (elevation of the rifice invert out)
Temporary Pool Elevation 11?- ft. (elevation of the outlet structure invert in)
Bioretention Surface Area a s3 sq. ft.
Drainage Area 0.03' ac.
Impervious Area 0. 1 t ac.
Rational C Coefficient
Size % $ %
Inlet Velocity 3. q fps
Inlet flow depth in
Depth to Ground Water ft.
Planting Soil Infiltration Rate - in./hr.
In-Situ Soil Infiltration Rate in./hr.
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin) S-3) jeer,
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
L J47- No vertical sand bed is proposed
?e,e afftch ,-The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
OJILf The ponded area will draw down in less than 4 days.
adW Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
_ Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. /n ? 7 s 0
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFOR . TI ,(plea a com fete the foll ng informatio
Project Name : e lea ?.- h_
Contact Person: HtN,12? dkk? Phone Nu ber: S-aD-"7a
For projects with multiple basins, specify whic basin this worksheet applies to: 1 00 n
Permanent Pool Elevation h (A ft. (elevation of the orifice invert out)
Temporary Pool Elevation ?1 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area a? sq. ft. ` 1 m.d `
Drainage Area ac. (on-site and off-site drainage to the basin) Q 1 ' { l ,
Impervious Area 0,1 y ac. (on-site and off-site drainage to the basin (O Coo) 1 ?
Rational C Coefficient () i-1
_ o o (, U ? ?? ill Y ?
Size % (o /o (either 5 /o in w/sand under drain or 7 /o in w/o)
Inlet Velocity 3• y fps
Inlet flow depth G in
Depth to Ground Water _ /C)fi- ft.
Planting Soil Infiltration Rate ! -(P in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate /-& in./hr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
f e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
ev# Minimum of 6" ponding is provided.
I&q The ponded area will draw down in less than 4 days.
ZZW Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
ZZW Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. !) n' b
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFOR ATI N (pl lase ,om let th oll rng info rr do ):
Project Name : l _ 1 IC > . K" X
Contact Person: AwyzGl "rW e A Phone Number: MA ) a-
For projects with multiple basins, specify which basin this worksheet applies to: i !1 . , ?P
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 99 sq. ft.
Drainage Area 0, O 51 ac.
Impervious Area D. 0 4H ac.
Rational C Coefficient U ,'Z
Size % %
Inlet Velocity fps
Inlet flow depth 69 in
Depth to Ground Water ) C7'} ft.
Planting Soil Infiltration Rate in./hr.
In-Situ Soil Infiltration Rate in./hr.
erv,`00
(on-site and off-site drainage to the basin)
j?2(v
(on-site and off-site drainage to the basin)
t,l4t?(a>t f.?sgX? ?)
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
?tT r No vertical sand bed is proposed
E"E' 17WA ?R a bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
IZUH Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. n q- 1-7s-Q
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (Please compI to a folio 'ng ' form ion), ? _ n (??
Project Name : _ ?? p I?
Contact Person: V Phone Number: L Sam
For projects with multiple basins, specify w ich basin this worksheet applies to: ; 7\ #
Permanent Pool Elevation t1 / ft. (elevation of the orifice invert out)
Temporary Pool Elevation -? ft. (elevation of the outlet structure invert in)
Bioretention Surface Area / e) I sq. ft.
Drainage Area 01 A0 ac.
Impervious Area a09 ac.
Rational C Coefficient

Size % _
5
%
Inlet Velocity 3.6 fps
Inlet flow depth _ in
Depth to Ground Water 0 ft.
Planting Soil Infiltration Rate /-G? in./hr.
In-Situ Soil Infiltration Rate in./hr.
(on-site and off-site drainage to the basin) g a x f ry 'I 'r`!
(on-site and off-site drainage to the basin) 14 cf, q %i Ped.
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
/ r No vertical sand bed is proposed
e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
aAJP Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
d1A Plan details for the bioretention area provided.
All? Plan details for the inlet and outlet are provided.
U It An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. V?- I`? -5o
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
I. PROJECT INFORMAT%(please complete the followingiofImation):
Project Name : Cret K Wv- -,l\_ uk
Contact Person:
anLYAL Phone N ber: S a 7
For projects with multiple basins, specify w ich basin this worksheet applies to:? -
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Bioretention Surface Area e3 Q '0 sq. ft.
Drainage Area 0. is- ac.
Impervious Area ?, iy f ac.
Rational C Coefficient Q.1U
Size % jo %
Inlet Velocity 2i •`? fps
Inlet flow depth in
Depth to Ground Water ft.
Planting Soil Infiltration Rate - fo in./hr.
In-Situ Soil Infiltration Rate /-'(,0 in./hr.
(on-site and off-site drainage to the basin) q`f to l'n Q/V.
(on-site and off-site drainage to the basin) `?u,
?. cv(Q)J. 9) t- (-rl'4 )Cf 4", ) ?
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete storrnwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
ld?The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
XI/lif Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
IJJR- Planting soil infiltration rate is greater than 0.52 in/hr.
6911-1- The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. N I? -TV
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFOR TI please complete t e followin informati r?
Project Name 'Wll
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: ?bC NGCi t-n 1)
Permanent Pool Elevation G` ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
q
Bioretention Surface Area ! ) sq. ft.
Drainage Area 0,06*; ac.
Impervious Area - O 53 ac.
Rational C Coefficient 0.7
Size % %
Inlet Velocity c? • fps
Inlet flow depth in
Depth to Ground Water h ft.
Planting Soil Infiltration Rate -C? in./hr.
In-Situ Soil Infiltration Rate /-(P in./hr.
(on-site and off-site drainage to the basin) `/ca I P'P'rV
(on-site and off-site drainage to the basin) e i v•
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. !f a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
s6ef
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Storrnwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Pion details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. jo Q - I -7S6
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : VAIXUMA (CIM RI-C f)s K tide
Contact Person: ,rim kA" -QfN PhoneNumbec (70'11
For projects with multiple basins, specify which basin this worksheet applies to: I amea r_ eA 4\1
a
Permanent Pool Elevation rO ft.
Temporary Pool Elevation ft.
2
Bioretention Surface Area 7 sq. ft.
Drainage Area _ v, 0,T) ac.
Impervious Area U ac.
Rational C Coefficient
Size % (o %
Inlet Velocity o? fps
Inlet flow depth G in
Depth to Ground Water ! C? fi ft.
Planting Soil Infiltration Rate - Co in./hr.
In-Situ Soil Infiltration Rate ) - in./hr.
II. REQUIRED ITEMS CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin) )mP`''N`
(on-site and o site drainage to the basin / S`1e PFIVI
( . I s -a) t (.?s)C. uj
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
f ?fhe bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
gZff Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stonnwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
Hl?
DWQ Project No. 61-HI
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFO ATI N (pleas
Project Name
Contact Person: c YU,
For projects with multiple basins, specify
Jete following infor do ):
( N-- L- Y?- ,CI'de
2f1 Phone Number:
basin this worksheet applies to: U+!`

Permanent Pool Elevation ft.
Temporary Pool Elevation +'t
ce ft.
i
,
Bioretention Surface Area sq. ft.
Drainage Area 0. US"b ac.
Impervious Area D . oil ac.
Rational C Coefficient &Xi?--&7
Size % h %
Inlet Velocity `t
a. y fps
Inlet flow depth o in
Depth to Ground Water O }' ft.
Planting Soil Infiltration Rate 1 _ in./hr.
In-Situ Soil Infiltration Rate 1-to in./hr.
II. REQUIRED ITEMS CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
.
(on-site and off-site drainage to the basin) G7 Flo ?? /V
(on-site and off-site draina a to the basin) 3 ?/v
• 13X -a?) t- t . 4-01.8)
(either 5% in wlsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
1 No vertical sand bed is proposed
sec aRaillf-6 -tt :The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
al"I Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
1 Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. 0 t_1-) -7 S -b
DIVISION OF WATER QUALITY BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATI N (lease omplete the follow ng informat,
Project Name : Mal Ai P ?Q
Contact Person: rfi Phone Number: ??p 5- -'7
For projects with multiple basins, specify which basin this worksheet applies to: IZAifman - n - I \I
Permanent Pool Elevation /U"
ft. (elevation of the orifice invert out)
Temporary Pool Elevation 1 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 3 sq. ft.
Drainage Area h-0-13 ac. (on-site and off-site drainage to the basin) j? • %C) I n'I104
Impervious Area 0-0(o-7 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient (077S- 9) + (, 08gk9J
Size % (a % (either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity c? • fps
Inlet flow depth (c, in
Depth to Ground Water I D ?' ft.
Planting Soil Infiltration Rate I -b in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate )-(0 in./hr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
Sep q Cit ?e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
6WA Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
tv-jjq Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
G- Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. H-)IS_0
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFO AT ON ( lease complete the following i o ation):
Project Name: a ? Cie PA, - ? -0A
Contact Person: Phone Number: Spa For projects with multiple basins, specify hich basin this worksheet applies to: -Gt fA l /f
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
f) / - ft. (elevation of the orifice invert out)
tl d? ft. (elevation of the outlet structure invert in)
010 sq. ft. J
of ac. (on-site and off-site drainage to the basin) C q .3" k b4felt
0, Oq ac. (on-site an off-site drainage to the basin (SS •? ?lO`v'
0.47 C.rs-1` ,2)-r (. ,_Cq3)(-
S' % (either 5% in w/sand under drain or 7% in w/o)
fps
Is, in
t -(e) in./hr. (the soil layer down to 4 feet)
1-10 in./hr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
0 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
IOU# The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
No vertical sand bed is proposed
S??'?[kfCl 'T l?d'fie bioretention area is at least 4
Practices Manual, April 1999)
110 Plan details for the bioretention area provided.
6UA Plan details for the inlet and outlet are provided.
CJJ:A An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
Mallard Creek Park and Ride
Operation and Maintenance Agreement
3/4/05
Operation and Maintenance Agreement for Bioretention
The Bioretention System includes the placement of 15 rain gardens throughout the
parking lot to treat storm water prior to entering the storm drainage system.
Maintenance activities for the bioretention system shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the bioretention system for obstructions of the flumes and inlet devices
and remove immediately.
b. Remulch any void areas.
2. Inspect and repair the mulch as needed every year. Mulch shall be removed and
replaced with fresh mulch ever two to three years.
3. Remove and replace all dead and untreatable diseased plants twice a year. All
diseased plants shall be treated as needed.
4. Inspect and repair the collection system (drop inlets, perforated piping, etc.) quarterly
to maintain proper functioning.
5. All components of the bioretention system shall be maintained in good working
order.
Operation and Maintenance Agreement for Dry Detention Basin
Maintenance activities for the dry detention basin shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly inspect
the dry detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately
3. Reseed as necessary to maintain good vegetative cover. All grassed areas of the dry
detention basin shall be mowed twice a year, at a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume, at a minimum.
5. All components of the dry detention basin shall be maintained in good working order
to ensure that it operates as designed.
I acknowledge and agree by my signature below that I am responsible for the inspections,
operation, and maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system.
Print name:
Title: P? S ? ,T ? 2 b 2
Address. (oo ° rv u ?.1'Gc y _ r
Phone: `] ©q ° :??3 b ? `4
Signature: k')-AAr
Date: CP a "?-
I, ?6 1 S (?„ (y/?yyh , a Notary Public for the State of North Carolina,
County of Mecklenburg, do hereby certify that , 1 a y,;,:? /?inQ,,•,_ personally
appeared before me this 74-11 day of 114Qw&i,' , ZOD.S' , and acknowledge
the .due execution of the forgoing bioretention maintenance requirements. Witness my
` ?11?5?{4t Itft
official seal.
???`` ` :.•• '°'i 3,c?c? nission expires 7-16-- ol Oo7 . (Seal Below)
a
r ? '"ate ? .? ?$ s .,?. ?(.ti!/? -`^ / ° "?-v'i" ?n ? ???/./1.? 1?yl? ; "f?j 990•( 1 t w.?".!/`? V _ _ _ 1
VIC
?, S-kA?
,I pq 4.3 Z_ 12 8 3

Mallard Creek Park and Ride
Operation and Maintenance Agreement
3/4/05
Operation and Maintenance Agreement for Bioretention
The Bioretention System includes the placement of 15 rain gardens throughout the
parking lot to treat storm water prior to entering the storm drainage system.
Maintenance activities for the bioretention system shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the bioretention system for obstructions of the flumes and inlet devices
and remove immediately.
b. Remulch any void areas.
2. Inspect and repair the mulch as needed every year. Mulch shall be removed and
replaced with fresh mulch ever two to three years.
3. Remove and replace all dead and untreatable diseased plants twice a year. All
diseased plants shall be treated as needed.
4. Inspect and repair the collection system (drop inlets, perforated piping, etc.) quarterly
to maintain proper functioning.
5. All components of the bioretention system shall be maintained in good working
order.
Operation and Maintenance Agreement for Dry Detention Basin
Maintenance activities for the dry detention basin shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly inspect
the dry detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately
3. Reseed as necessary to maintain good vegetative cover. All grassed areas of the dry
detention basin shall be mowed twice a year, at a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume, at a minimum.
5. All components of the dry detention basin shall be maintained in good working order
to ensure that it operates as designed.
Mallard Creek Park and Ride
Operation and Maintenance Agreement
3/4/05
Operation and Maintenance Agreement for Bioretention
The Bioretention System includes the placement of 15 rain gardens throughout the
parking lot to treat storm water prior to entering the storm drainage system.
Maintenance activities for the bioretention system shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the bioretention system for obstructions of the flumes and inlet devices
and remove immediately.
b. Remulch any void areas.
2. Inspect and repair the mulch as needed every year. Mulch shall be removed and
replaced with fresh mulch ever two to three years.
3. Remove and replace all dead and untreatable diseased plants twice a year. All
diseased plants shall be treated as needed.
4. Inspect and repair the collection system (drop inlets, perforated piping, etc.) quarterly
to maintain proper functioning.
5. All components of the bioretention system shall be maintained in good working
order.
Operation and Maintenance Agreement for Dry Detention Basin
Maintenance activities for the dry detention basin shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly inspect
the dry detention basin for erosion, trash accumulation, vegetated cover, and general
condition.
2. Eroded areas shall be repaired and debris removed immediately
3. Reseed as necessary to maintain good vegetative cover. All grassed areas of the dry
detention basin shall be mowed twice a year, at a minimum.
4. Sediment accumulation shall be inspected semi-annually and removed when volume
is reduced to 80% of the original design volume, at a minimum.
5. All components of the dry detention basin shall be maintained in good working order
to ensure that it operates as designed.
j-
I acknowledge and agree by my signature below that I am responsible for the inspections,
operation, and maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system.
Print name:
Title: Yl (. A C-I )L2-2-0 'L
Address: &0
Phone: `7 0 3 6- i Aea,
Signature:
Date: 3
I, I bri S (k,. (7/ , a Notary Public for the State of North Carolina,
County of Mecklenburg, do hereby certify that ?ay, /?i?,?,,?_ personally
appeared before me this 74-11 day of MaL.r&, . 2,9&5' , and acknowledge
the due execution of the forgoing bioretention maintenance requirements. Witness my
+`'' lL* .1,, id official seal.
`A? ••• " fission expires 7-15'- aoo7 .(Seal Below)
? S ? i
l s
17
J/v4 •t,!!//l vl kv -" T 1 D
c3 C
`gy 0 43 2-- (-2- ? 3
I acknowledge and agree by my signature below that I am responsible for the inspections,
operation, and maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system.
6LlJ
Print name:
Title: yUlq,¢? Pn? t ' C a S 2 a 2-
Address : '00 ?',c e-J _
Phone: -70q, ? 3 b
Signature: CU -
Date: 3 . tp
I, 'Dbr S P.. 91011, a Notary Public for the State of North Carolina,
County of Mecklenburg, do hereby certify that J-,-Vaw?:d Mtg4j_ personally
appeared before me this 711-1), day of Mac rj?b_ , ZOD,S' , and acknowledge
the .due execution of the forgoing bioretention maintenance requirements. Witness my
,rt,,,? ?11,1f? d official seal.
.
`,i ?;;•• "l :,&?c V ission expires (Seal Below)
i 1- i
2--
Ipq r 4-S?-- (2 8 3
An employee-owned company
March 4, 2005
Ms. Cyndi Karoly
DWQ, Wetlands/401 Unit
140 Mail Service Center
Raleigh, NC 27699-1650 E'
RE: Mallard Creek Park and Ride, DWQ Project # 04-1750
?r
Dear Ms. Karoly:
We have completed our correction of the plans based on your Request For More
Information, dated February 18, 2005. We have completed the required worksheets
and have the following comments for clarification:
1) In regards to the Bioretention Worksheet, the raingardens meet the square footage
requirements as calculated in the rain garden spreadsheet. This spreadsheet is
provided with the design calculations. Due to site constraints it is not possible to
have a single 40' x 15' raingarden, thus we have provided 15 smaller rain
gardens.
2) In regards to the Dry Detention Worksheet, we have not provided a small
permanent pool. However, we have provided an alternative to reduce clogging
around the orifice. It is specified in the plans to use a 2' x 2' rebar cage wrapped
in 24 gage hardware cloth and encased in stone. We have previously used this
anti-clogging method, which has been very successful.
3) The Dry Detention Worksheet requests sediment storage in addition to the
detention volume to be provided. Since the dry detention basin will only be
receiving water from offsite areas that are stable there will not be excessive
sediment entering the basin. As a precaution, we have provided an additional 7%
of detention volume for sediment storage.
4) Again, the Dry Detention Worksheet mentions the use of a forebay to reduce
clean-out problems and capture sediment. We have not provided a forebay
because all of the water entering the detention basin is from offsite areas that are
stable. Additionally, we have specified the installation of the rebar cage
mentioned above to reduce clogging of the outlet orifice.
We have attached three sets of revised plans and calculations for your review. If you
have any additional questions, please do not hesitate to call at [phone].
Sincerely,
Andrea Hayden, PE
5200-77 Center Dr. Suite 500 • Charlotte, North Carolina 28217 • Telephone: [phone] • Fax: [phone] • www.pbsj.com
Project No. DWQ
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
At a minimum, a complete stormwater management plan submittal includes a worksheet for each BMP, design calculations, plans and
specifications showing all BMPs and outlet structure details, a detailed drainage plan and a fully executed operation and maintenance
agreement. An incomplete submittal package will result in a request for additional information and will substantially delay final review and
approval of the project
1. PROJECT INFORMATION (please complete the following information):
Project Name : MAN(d ?? -QV'L MA N-e
Contact Person: A Phone Number.
For projects with multiple basins, specify which basin this worksheet applies to:-
Drainage Area:L2.3acres Percent Impervious Area:$M %
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C. Department of
Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space
provided to indicate the following design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
Applicants Initials
l? Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
Q capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
Please provide routing for 1 yr. 24 hr. event or volume from 1 inch rain o'98 QC-?
?T The basin length to width ratio is greater than 3:1. (1510"X,95'
?
The basin side slopes are no steeper than 3:1.
V,-A small permanent pool at outlet orifice is provided to reduce clogging.
An emergency drain to completely empty the basin is provided.
Vegetation plan prepared is specified on plans.
Basin to be stabilized within 14 days of construction is specified.
'e e a /Sediment storage (20% of detention volume) in addition to detention volume is provided.
Inlet and outlet erosion control measures to prevent scour are provided.
Additional treatment to meet the 85% TSS removal efficiency is provided.
Access for clean-out and maintenance is provided.
Inlet plunge pool or other energy dissipation is provided.
,-Forebay is provided to capture sediment and minimize clean-out problems.
Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
AV A.W Seasonal high water table is at least 1 foot below bottom of basin.
j2AR If used as a temporary sediment basin, plans indicate clean-out prior to final operation.
S,:,_A site specific operation and maintenance plan with the following provisions is provided.
The 0&M agreement is signed by the responsible party and notarized.
o??D
MPK 1 Q 205
DENR?, p SSO?N?A? 8?N
r r?
DWQ Project No. v ALI'fv
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORJ?QT N (pl ase omplete the following informatio ):
Project Name: ' i ` ?al 6'eQ ry- - - t TIP
Contact Person: AfIAV-64 Phone Number: _ a
DA AAA-- P
For projects with multiple basins, specify which basin this worksheet applies to: 1
Permanent Pool Elevation _1) A- ft. (elevation of the orifice invert out)
Temporary Pool Elevation 41-to- ft. (elevation of the outlet structure invert in)
Bioretention Surface Area sq. ft.
Drainage Area 0.31 ac.
Impervious Area 0.10 U ac.
Rational C Coefficient 04-0
Size % 3 %
Inlet Velocity ?
?
If'-01 fps
Inlet flow depth b in
Depth to Ground Water 10 t ft.
Planting Soil Infiltration Rate 1-6 in./hr.
In-Situ Soil Infiltration Rate I - & in./hr.
(on-site and off-site drainage to the basin) (f, S. `C) (,) 1 M 0.
(on-site and off-site drainage to the basin) [SLI a %) Fv' "
(aJ?o )1,'3q;%) fi r` f
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
1249 Planting soil infiltration rate is greater than 0.52 in/hr.
AdIft The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
17
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFO AT N (pl ase c mplete the following information :
Project Name: rl?'
Contact Person: m\ n Phone Number: CN) 9-2P
- 3
For projects with multiple basins, specify which basin this worksheet applies to: Unj p,Aerlen #2
Permanent Pool Elevation fl?` ft. (elevation of the orifice invert out)
Temporary Pool Elevation ?t ?? ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 103 sq. ft.
Drainage Area -0 515 ac.
Impervious Area _
j U N ac.
Rational C Coefficient , (p q
Size % (o %
Inlet Velocity o? • fps
Inlet flow depth (o in
Depth to Ground Water ll7't ft.
Planting Soil Infiltration Rate 1--(0 in./hr.
In-Situ Soil Infiltration Rate /-& in./hr.
(on-site and off-site drainage to the basin) l 83 oG j ml
(on-site and off-site drainage to the basin) (17M
?rJ(,gX,1-7) *- (,Q)( ,e)3)
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Zap Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. ®` I _ J o
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFO MA ION (pleas com .I tote folio King-- Project Name : { i a -0 ?pK- K- A - ?; G(?'
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: CQ'%A r1 A
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation h ft. (elevation of the outlet structure invert in)
Bioretention Surface Area PCJa' sq. ft.
Drainage Area 0, g q ac.
Impervious Area
Rational C Coefficient o'18 ac.
0'(10
Size % S %
Inlet Velocity y • I fps
Inlet flow depth (p in
Depth to Ground Water U ' ft,
Planting Soil Infiltration Rate /-? in./hr.
In-Situ Soil Infiltration Rate /-(o in./hr.
(on-site and off-site drainage to the basin) C >erv
(on-site and off-site drainage to the basin C 0
(• a) 6'3?) t- 6 ? 2)t • g)
(either 5% in w/sand under drain or 7% in w(o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
ffe bioretention area is at least 40 feet by 15 feet.
0,-114 Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best M
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the respon
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
anagement
Bible party is provided.
DWQ Project No._ C/ -r 1-7 TO
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORM TIO lea a co plete the fo %q.:--V)4W--(
inginformtioProject Name : O Y?'eX Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: \ ma tc" Q
Permanent Pool Elevation /U` ft.
Temporary Pool Elevation i- ft.
Bioretention Surface Area sq. ft.
Drainage Area X11 ac.
Impervious Area Ua.- ac.
Rational C Coefficient (,
Size % %
Inlet Velocity 3 -
- fps
Inlet flow depth ? in
Depth to Ground Water _ 1 0 ft.
Planting Soil Infiltration Rate / to in./hr.
In-Situ Soil Infiltration Rate Ho in./hr.
REQUIRED ITEMS CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
N.
(on-site and off-site drainage to the basin) S- T-
e(on-site and off-site drainage to the basin) C 13 . S)
(' 13 s) (. o'ff') .f- C. OW, 06
(either 5% in wlsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
The bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
- K Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
az4ff Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. _inLk--n
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMAT4ON ( ease compete the ffolloyving informatign):
Project Name : t C %`Ul:
Contact Person: Phone Number.
For projects with multiple basins, specify Which basin this worksheet applies to: IM AVM-P^
Permanent Pool Elevation 1 /U` ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Bioretention Surface Area sq. ft. lu?
? _ P!?.
Drainage Area U. i ac. (on-site and off-site drainage to the basin) tr 4/O ?t?1?'
Impervious Area 0.17 ac. (on-site and off-site drainage to the basin) (N ?/v pt ??Rational C Coefficient 0.7 (U?t)t.
Size % f? % (either 5% in w1sand under drain or 7% in w/o)
Inlet Velocity b fps
Inlet flow depth -? _ in
Depth to Ground Water -O'er ft.
Planting Soil Infiltration Rate /-(0 in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate 1-6 in./hr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
t"rT No vertical sand bed is proposed
. ee " he bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best M
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided,
An operation and maintenance agreement signed and notarized by the respoPlease note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
anagement
risible party is provided.
DWQ Project No. V + F? S-6
DIVISION OF WATER QUALITY . BIORETENTION AREA WORKSHEET
1. PROJECT INFO %N (pl se complete- a following informs on):
Project Name : (`2e e `l
Contact Person: ?F; Phone Number:
For projects with multiple basins, specify wh h basin this worksheet applies to: r v
J
Permanent Pool Elevation `.-
ft. (elevation of the orifice invert out)
Temporary Pool Elevation k ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 02 S3 sq. ft.
Drainage Area 0.0-S ac.
Impervious Area D. 11 ac.
Rational C Coefficient ON L'
Size % S %
Inlet Velocity ?. q fps
Inlet flow depth in
Depth to Ground Water
- ft.
Planting Soil Infiltration Rate ?--? in./hr.
In-Situ Soil Infiltration Rate I" in./hr.
(on-site and off-site drainage to the basin) e U q°--7J I lop z"
(on-site and off-site drainage to the basin) ?g-3) Rrv,
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
>eie Gfittctv?d rThe bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
adA The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
f Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No- t0A-17
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFOR TI (plea a complete the foil ng informatio
Project Name Me K
- -
Contact Person: NILITMA Phone Nu ber: Spa "?
For projects with multiple basins, specify whit basin this worksheet applies to: l 11 t} "
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ?1 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area - qa sq. ft. ? O"? v,
Drainage Area ? t ac. (on-site and off-site drainage to the basin) Q ' L{ m
?'
Impervious Area 0, 14 ac. (on-site and off-site drainage to the basin ?$ U 0/0 p?v
Rational C Coefficient (? a 'I 0 0 (' 0 ? (off (. ;9
0
Size % (o /o (either 5 /o in w/sand under drain or 7 /o in w/o)
Inlet Velocity 3. L1 fps
Inlet flow depth G in
Depth to Ground Water 104- ft.
Planting Soil Infiltration Rate I -(P in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate /-(o in./hr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
W.ew The ponded area will draw down in less than 4 days.
a4w Plan details for the inlet and outlet are provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
? Minimum of 6" ponding is provided.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No.
DIVISION OF WATER QUALITY • BIORETENTIQN AREA WORKSHEET
1. PROJECT INFORMATION ,`(pl? se om let thpollo?I ing inforrratio ):
Project Name: Ir1? LU2?l -1 _ f Ki Contact Person: Rt\(W fQ !NgC d?A Phone Number: [704
Sda
For projects with multiple basins, specify which basin this worksheet applies to: i
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation T- ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 14 sq. ft.
Drainage Area 0, 0,51 ac.
Impervious Area D. 0 9q ac.
Rational C Coefficient 0 ?.7
Size % _6 %
on site and off-site drainage to the basin) C6 uW
(on-site and off-site drainage to the basin)
(11H06a)f- f?s17y, ?)
(either 5% in w/sand under drain or 7% in w/o)
Inlet Velocity ??' . fps
Inlet flow depth 0 in
Depth to Ground Water 1(7? ft.
Planting Soil Infiltration Rate in./hr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate I (? in./hr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Lf I No vertical sand bed is proposed
'PP iA IrTt'ie bioretention area is at least 40 feet by 15 feet.
AVW Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
AUH Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
li-tk Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. -q- V-7-S-0
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (P1eape comp) to a folio 'ng ' form ion)-
Project Name :
Contact Person: a Phone Number: (-M)
For projects with multiple basins, specify w ich basin this worksheet applies to: }t , lltaU e, #*G
v
Permanent Pool Elevation h ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Bioretention Surface Area /01 sq. ft.
Drainage Area O,. Ito ac.
Impervious Area C? O 0 ac.
Rational C Coefficient
Size % %
Inlet Velocity 3.6 fps
Inlet flow depth in
Depth to Ground Water f?'t ft.
Planting Soil Infiltration Rate f °-& in./hr.
In-Situ Soil Infiltration Rate 1-to in./hr.
r
(on-site and off-site drainage to the basin) S?. (o M(76 `J
(on-site and off-site drainage to the basin) i4cf. ct °/a ?t?.
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
CIVA/T No vertical sand bed is proposed
e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
-/ The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
d1A Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. 0?- r? .5-11
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the followir
?? - ?-
Project Name : W a (-(ea.
Contact Person: Phone N ber: S 7
For projects with multiple basins, specify w ich basin this worksheet applies to: "i O
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
Bioretention Surface Area ?30 (C) sq. ft.
Drainage Area 0-is- ac.
Impervious Area 0. I
N t ac.
Rational C Coefficient /s?
V,1 L,
Size % (0 %
Inlet Velocity 3•`? fps
Inlet flow depth in
Depth to Ground Water l7fi ft.
Planting Soil Infiltration Rate - CD in./hr.
In-Situ Soil Infiltration Rate in./hr.
(on site and off-site drainage to the basin) ?`f to 0,85?
J(on-site and off-site drainage to the basin) ( /u cJ?
(.o?)J-VL) (either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
he bioretention area is at least 40 feet by 15 feet.
AM - Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
WiW- Minimum of 6" ponding is provided.
71, Hl- The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. _LJ \_n Ty
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFOR?(?TI please complete te following informati
Project Name: INFORM TI f ive IL ( n- ? a-C
Contact Person: lAgoy T Q/? Phone Number: 59P-- -7,22
For projects with multiple basins, specify which basin this worksheet applies to: ?\ 'en 1)
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the outlet structure invert in)
) q
Bioretention Surface Area I sq. ft.
Drainage Area 0.06 ac.
Impervious Area - O S 3 ac.
Rational C Coefficient 0.7
Size % %
Inlet Velocity a • LA fps
Inlet flow depth & in
Depth to Ground Water 10-i ft.
Planting Soil Infiltration Rate Cv in./hr.
In-Situ Soil Infiltration Rate /-40 in./hr.
(on-site and off-site drainage to the basin) `k 1 P'P' rV
(on-site and off-site drainage to the basin) 1 %; rte" `J
(,tq)G-JQ'r 6.b(.)L ?q
(either 5% in wlsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
->< No vertical sand bed is proposed
?Qe Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
e bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet. '
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
_ Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No. j q q,1 -? r6
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: MIAW-A Ccq K PAfr, fly K 4f
Contact Person: &1?? ykaN -01N Phone Number: 0014 C?a-W_ 7_S-
For projects with multiple basins, specify which basin this worksheet applies to:1 O k' 1 a r. C'y>, -JAi-,7?
Permanent Pool Elevation
Temporary Pool Elevation 0 ft.

Bioretention Surface Area sq. ft.
Drainage Area ac.
Impervious Area D. O Li 9 ac.
Rational C Coefficient 6,1
Size % (o %
Inlet Velocity o? fps
Inlet flow depth (n in
Depth to Ground Water 1011- ft.
Planting Soil Infiltration Rate - Co in./hr.
In-Situ Soil Infiltration Rate (O in./hr.
II. REQUIRED ITEMS CHECKLIST
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin) 633-cla )WP4--?`
(on-site and o&-site drainage to the basin S-9'., jeN'
( , I S'X -a) t 6 3oe• ))
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
lt4fr No vertical sand bed is proposed
e afRi(hil ?'fhe bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
alp- Minimum of 6" ponding is provided.
/ZW The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
/Jjx The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
G Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. lJ`I-) 1 "
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFO AT N (p as com mete t following infor, do
Project Name: (ll ?t 'C ?? - Y1- ICj e
Contact Person: c yc\ Phone Number: -713 S, -7 3
For projects with multiple basins, specify whi h basin this worksheet applies to: e=MAOtQ -e l\ A; j'
Permanent Pool Elevation 11 ?G`" ft.
Temporary Pool Elevation o ` ft.
N
Bioretention Surface Area sq. ft.
Drainage Area [?. DS`( ac.
Impervious Area D C?Mq ac.
Rational C Coefficient 7
Size % %
Inlet Velocity a• '1 fps
Inlet flow depth Co in
Depth to Ground Water ft.
-
Planting Soil Infiltration Rate ! - in./hr.
In-Situ Soil Infiltration Rate 1-6 in./hr.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
Ulo m $ r f.
(on-site and off-site drainage to the basin) Pi-7
(on-site and off-site drainage to the basin) ) 3 d/v n?
(.ta)( -09 r (. b-W, 8)
(either 5% in wlsand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
1 No vertical sand bed is proposed
sec aRaiJkfti the bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
11-44 The in-situ soil infiltration rate is greater than 0.2 in/hr.
a A planting plan with species and densities is provided.
GK Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. 0 r'
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATI N (please omplete the following informaf?gqq):
Project Name : p y _ - ? ( 0-
Contact Person: Phone Number:
For projects with multiple basins, specify which basin this worksheet applies to: 1ZQ6 w,,7 -en i!
/
Permanent Pool Elevation 0- ft.
Temporary Pool Elevation yt P ft.
Bioretention Surface Area 3 sq. ft.
Drainage Area _h -) ac.
Impervious Area 0-0(o-7 ac.
Rational C Coefficient
Size % %
Inlet Velocity fps
Inlet flow depth in
Depth to Ground Water 1 d ?' ft.
Planting Soil Infiltration Rate 1 - b in./hr.
In-Situ Soil Infiltration Rate 1 - b in./hr.
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
/?'1 p ?'
(on-site and off-site drainage to the basin) 11 • ( C/o
(on-site and off-site drains a to the basin) f?i
C.ql&x, G-) +?o8q)C•91i
(either 5% in w/sand under drain or 7% in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
Ch he bioretention area is at least 40 feet by 15 feet.
604 Sheet flow is provided at inlet.
OAA Water table depth is greater than 6 feet.
QD4 Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
0 A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
T Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
DWQ Project No. Q H-) I'S-0
DIVISION OF WATER QUALITY • BIORETENTION AREA WORKSHEET
1. PROJECT INFO A ON ( lease complete the following irlforrpa ion):
Project Name : ???Qll , -eetl (r - - !oj
Contact Person: 'A MajeA Phone Number: S For projects with multiple basins, specify /which basin this worksheet applies to: ?Q ?(x},-eA j
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Size %
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
ft. (elevation of the orifice invert out)
Uf ft. (elevation of the outlet structure invert in)
l 0 sq. ft. (gq.301 )mFe1 A)
0.01 ac. (on-site and off-site drainage to the basin)
©. Oq ac. (on-site an off-site drainage to the basin (55.--7 tile, Pe--'V-
% (either 5% in w/sand under drain or 7% in w/o)
fps
in
? of ft.
in./hr. (the soil layer down to 4 feet)
in./hr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
No vertical sand bed is proposed
} kfd RV
i2RY Water table depth is greater than 6 feet.
00 Plan details for the bioretention area provided.
a ,- Plan details for the inlet and outlet are provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
?? C fie bioretention area is at least 40 feet by 15 feet.
Sheet flow is provided at inlet.
Minimum of 6" ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stomtwater Best Management
Practices Manual, April 1999)
An operation and maintenance agreement signed and notarized by the responsible party is provided.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
February 18, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Charlotte Area Transit System (CATS)- Development Division
Attn: Todd Taylor, P.E.
600 East 4t' Street
Charlotte, NC 28202
William G.,Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
DWQ Project # 04-1750
Mecklenburg County
Subject Property: University Area Park-N-Ride Facility/Mallard Creek Park-N-Ride
REQUEST FOR MORE INFORMATION-Stormwater Management Plan
On January 25, 2005, the Division of Water Quality (DWQ) received the Storm Water Management Plan
prepared by your engineer, Ms.Andrea Hayden, P.E., of PBS & J to comply with the conditions of the
401 Water Quality Certification issued on November 8, 2004.
The Plan was incomplete and therefore, unacceptable for the following reasons:
1. Please provide worksheets for each stormwater management facility (BMPs) on the project.
Worksheets can be downloaded from: http://h2o.enr.state.nc.us/ncwetlands/niitresto.htn-A.
2. Please provide a signed and notarized Operation and Maintenance Agreement for the stormwater
management facilities.
Please respond within three (3) weeks of the date of this letter by sending three (3) copies this information
in writing. This letter only addresses the Stormwater Management Plan review and does not authorize
any impacts to wetlands or streams until the Plans are approved. Please contact Ms. Cynthia Van Der
Wiele, Ph.D. at [e-mail] or 919.715.3473 if you have any questions regarding
these issues.
Sincerely,
/(?? r
Cyndi B. Karoly
DWQ, Wetlands / 401 Unit
CBKlcvdw
cc: Alan Johnson, DWQ Mooresville Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Andrea Hayden, PBS&J, 5200 77 Center Drive, Suite 500, Charlotte, NC 28217
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NOfthCarohna
Phone: [phone] / FAX [phone] / Internet: hftp://h2o.enr.state.nc.us/ncwetlands Natutrallm
U
CITY OF CHARLOTTE
600 EAST FOURTH STREET
CHARLOTTE, N.C. 28202-2848
DATE CHECK NO.
09/16/04 24©0291
APCC ` 48681
DATE INVOICE / CREDIT MEMO TYPE DESCRIPTION GROSS DISCOUNT NET
011N04 PERMITJNPEASEPA 091604 6717 4751.00 ;00 475,00

WETLAND$ / 40 i
GROUP
SEP 3
004

i WATER QUALITY

SECTION
i
THE ATTACHED CHECK IS IN PAYMENT FOR ITEMS DESCRIBED ABOVE. 7 C) "o o 47 5 1,00
_ 2 FH
/ - ' ' , 3 JP
% ! f ~ / ~ / S f ; j ; i 6 JP '
i ~ ~ / ~ / / / ~ / i 12 IB , ~ , ~ / % / ~ ~ j / 12 IB in m
/ / r / r
/ ~ ~ / r ~ ~ / % / / p , i ~ / r C? I p / f % r r t~ N of pine r' r , _ .oa„~ EXIST. TREE TO 5~ Q
/ Fri; ~ / / ~ f r i i r/ 3'N~ BE PROTECTED, ' r`~ ~ ~ '
/ ~ l i ~ / , r~ r" - i / i , f~ / , f ' i / r. i ~ / / ~ / ~ ~ / , 3' NSH ` r` r r ~ ! ~ r ~ 20 0 20 40 60 r 3 HW,' ; / r r'
3 NSH i / % ~ ~ ~ ~ i i r' i / ' % ~ / % ~ i ' i / , ~ / / ' ; r ~ ~ i r r r'(F ~ r r ~ ~ , ~ j f r r
/ ~ ~ ~ / ~ ~ % , r ~ i ~ ~ i / i j " / r j i~ ~ r i r ~ r / r' ~
' ~ / _ ~ , i r ~ / / j r ~ ~ Scale: 1 = 20 % r ~ ~
, ~ ~ l ~ r ~ ' , r' r / ~ r r, / ,
, f , . ~ , a~.._~ 4~ ' Irn r ~ ~ r ~ ~ r / r
/ , ' - - / / o / , / r r ~ / ,1'4i W ; ~ ~ ; ~ , r , / ~ ~ , ,r ~ ; ' f r j ~ r 16in oak r % ~ ~ ~ ~ ~ ; EXIST. WOODLAND
r i / <ro , i0 - ~ / ~ ~ ro , ~ % l j / ~ BUFFER, TYP. _ r r
' r o~ r' r i ;r -WOODLAND BUFFER ~ r f
a, 2 MCM / ~ ~~(m, r / r r ~ 81n oak r r ~ ~ % r ~ r ~ ~ r" r' r ~ j' °
6 1H ~ , ~ , ' 1 JZ ' ~ ~ p / f r r, i r' j` ; ~ TREE REQUIREMENTS:
0 6 CPB ~ 0 1 HW 6 IH
12 HFG 7 HFG 10 RLB ' „ RET. WALL r ~ ~ ; PERIMETER ®MALLARD CREEK 460 L.F.. 12 SHADE TREES REQ. ° 241n oak
2 FH I ~ . SEED MIX A 1 JZ 21 RLB WALL 1 FH PROVIDED: 4 PROP. 3" CAL. 9 EXIST. INCLUDING 30", 30", 24 , (
' ~ o R.G.#7 11 VC 3 IB i ! ~ 305 S.F. 7 HFG 4 MULCH I W) 16" OAK' 24" 20" 20" GUM' 16" ELM AND 14" H TOTAL 13 IULCH '
~ ~ 1 HWO t , 116 PERENNIAL „ „ BETWEEN WALL 11 RLB ! ! ' ~ - - EXISTING WOODED BUFFER KEEN WALL g HFG - P ®J ESE L C 350 L.F. LESS 110 LF,
~,j SEED MIX A AND SHRUBS SHRUBS - - NOTE. LA L PROPOSED PLANT
R.G. 2 16 CPB # ,,:I 123 TOTAL PLANTS 102 S.F. 8 VC MATERIALS TO BE INSTALLED IN (DRIVEWAY & BUS STOP= 240 L.F.: 6 SHADE TREES REQ.
2 MCM ' ~ ; 3 EA. OF: PLANTS NOTED 1 RFS 32 PERENNIAL 1 JZ THIS AREA SHALL BE FIELD LOCAT PROVIDED: 6 PROP. 3 CAL. DA
I i ' ~ MIN. 3 FROM CURB & +3 SHRUB R.G.~3 • ~ DIGGING' (SEE GENERAL NOTES). INTERNAL PLANTING:
! ~ 35 TOTAL PLANTS 7 EA. OF ALL OTHERS 413 S.F. 69,463 S.F.(IMPERVIOUS AREA)/ 10,000 S.F.=7 REQ. SHADE
I ~ ~ " *R.G. IN SCHEDULE 144 PERENNIAL ' NOTED 3 EA. OF: PLANTS ;i RENNIAL 18 CJ APPROX. LIMIT OF TREES
I R.G.~6 NOTED MIN. 3 ~ " " PROVIDED: 2 EXIST. 40" OAK 28" GUM & 8 PROP. 3" CAL, 10 1 RFS I SEED MIX A ( ) +
~ ' 270 S.F. , - 3 EA. OF: PLANTS FROM CURB & 153 TOTAL PLANTS i ; ~ 2 ID _ , 3 SJW NOTED MIN. 3' TAL PLANTS I o OUTSIDE PARKING LOT AND 12 PROP. 3" CAL. WITHIN THE 3 ID
88 PERENNIAL 5 SJW 1 ID 1 EA. OF ALL 3 EA. OF: PLANTS in oak PARKING LOT= 22 TOTAL DF: PLANTS 6 SJW
1 FH ~ ' ~ tSZ,~B 1 ID FROM CURB , - OTHERS NOTED 1 EA. OF ALL 3 SJW * NOTED MIN. 3 APPROX. LIMIT OF EXISTING MIN. 3 in um VEGETATION TO REA A N
94 TOTAL PLAN 1 RFS R.G. IN FR M. CURB & 4 . _ R.G. OTHERS NOTED _ ~ 2 NSH ~ ~ ~ SCHEDULE ~ ,UR & M I TOTAL SHADE TREES PROVIDED = 41 B
*R.G. IN 9_~A~, OF - 3 ID 113 S.F. )F' °
SCHEDULE ALL 0TH RS i ~ ~ 32 PERENNIAL 1 ID * -3 SJW NOTED R.G. IN Fi RS *R.G. IN
' +3 SHRUB 3 SJW 1LE % i
' I; 35 TOTAL PLANTS SCHEDULE - 3 EA. OF: PLANTS NOTED QTY. KEY SIZE BOTANICAL NAME COMMON NAME ROOT COMMENT
' ' MIN• 3' FROM CURB & i , 1 RFS 1 Hwo ~ , TREE
5 EA. OF ALL OTHERS 2 ID ~ ` ; 3 DRB 2.5-3" ccl./14'-i6' ht Betula nigra ' Ourc-Heot' / 'BNMTF' DURA-HEAT RIVER BIRCH B 6c B 6' C.T. -3 CANE TOTAL i
' ' NOTED *R•G. IN SCHEDULE i 1 RFS R.G.~12 3 EA. 3 EA, OF; PLANTS 4 SJW ! 8 HWO 2.5-3" cal. 14'-i6' ht. Quercus hdlos 'Hi htower' OPSTA HIGHTOWER NILLOW OAK g ~ B 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL / P 9
132 S,F. NOTE[ NOTED MIN. 3' ~ ' 8 RFS 2.5-3" col. 14'-16' ht. Li uldambar st acti6uc 'Rotundlobo ROTUNDAILOBA FRUITLESS SWEETGUM 8 & B fi' C.T. -STRAIGHT, CENTRAL LEADER, FULL / N
~ 46 P N 3 EA. OF: PLANTS NOTED ERE NIAL FROM R.G. #4 +3 SHRUB 7 EA. FROM CURB & ' 12 JZ 2.5-3" ccl./14'-16' ht. Zelkova serrota '~Ilo a Green' VILLAGE GREEN JAPANESE ZELKOVA g & g 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL 7 EA. OF ALL
MIN. 3 FROM CURB & 1 RFS 244 S.F. 13 CPB 49 TOTAL PLANTS OTHEF * ; ; - SHRUB OTHERS NOTED R.G.
7 EA. OF ALL OTHERS 88 PERENNIAL 2 MCM ~ 3 EA. OF: PLANTS NOTED 3 SJW IN SCI NOTED R.G. IN +5 SHRUB L~}j I 31 ID 36" ht. Comus sericec "Isanti" ISANiI DOGWOOD cont. EO. HT. &SRPD. IN SCHEDULE 1;~
~ CH DUL 1 ID S E E _ MIN. 3 FROM CURB & 93 TOTAL PLANTS R•G•#1 50 SJW 12"-15" ht. Hypericum Hypericoides ST. JOHN'S WORT cont. EQ. HT. &SRPD.
o ~ 6 SJW R.G,~10 a t ~ 2 EA. OF ALL OTHERS 3 EA. OF: PLANTS 258 S"F. ' 9 MCM 10'-12' ht, Lagerstroemia indlca 'Muskogee MUSKOGEE CRAPE MYRTLE 8 & B 6' C.T. -3-5 CANE TOTAL 88 PERENNIAL
3 IB 2 ID 307 S.F. ~~.,~F' NOTED *R.G. IN 21 JP 5'-6' ht. Ligustrum joponicum JAPANESE PRIVET g7 cont. EQ. HT. &SRPD. +6 SHRUB
NOTED MIN. 3 116 PERENNIAL SCHEDULE _ FROM CURB & 94 TOTAL PLANTS 15 FH 6'-7' ht. Ilex x attenucta 'Foster's ~2' POSTER'S HOLLY 8 & B STRAIGHT, CENTRAL LEADER, FULL
r i 12 NSH T-8' ht. Ilex x 'Nellie R. Stevens NEWE STEVENS HOLLY B & B STRAIGHT, CENTRAL LEADER, FULL
3 EA. OF: PLANTS R.G.#13 5 EA. OF ! ; n; ,m _ 124 TOTAL PLANTS 3 SJW ~ ALL 0TH ` .r ~ Ilex x 'Nellie R. Stevens' N WE STEVENS HOLLY A
i - 3 SJW NOTED MIN. 3 141 S.F. ERS 3 EA. OF: PLANTS NOTED 46 PERENNIAL NOTED *R.G. IN 3 EA. OF: PLANTS NOTE 1 RFS FROM CURB & 2 ID / , 3 NSHM 7'-8' ht. E B & B STRAIGHT, MULTi-STEM, 2-3 CANE TOT L ~ 42 RLB 24"-30" ht. Berberis thunbergii RED LEAF BARBERRY ,y3 cont. EQ. HT. &SRPD. 3 SJW ~
'-MIN• 3' FROM CURB & 2 EA. OF ALL +3 S~IRUB SCHEDULE MIN. 3 FROM CURB & , 1 RFS ~ 80 CPB 15"-18° ht. Berberis thunbergtl atropuryurea 'Gimson Pygmy' CRIMSON PYGMY BARBERRY ~3 cant. EQ. HT. &SRPD.
1 NSH 4 EA. OF ALL OTHERS 8 EA. OF ALL OTHERS OTHERS NOTED *R.G. 49 TOTAL PLANTS r ~ 1 - Cle ra ' onica 3 cont. E . HT. &SRPD. CJ 6 CJ 24" 30" ht. ye pp CLEYERA N Q
NOTED *R.G. IN SCHEDULE « IN SCHEDULE NOTED R.G. IN SCHEDULE 47 IB 18"-24" ht. Ilex glabrc 'Nlgrc' INKBERRY g3 cont. EQ. HT. &SRPD.
1 DRB 50 IH 12"-15" ht. Raphidopsis indlca 'Snow Wnite' INDIAN HAWTHORN $3 cont. E0. HT. &SRPD,
R.G. 14 R.G. 9 # # R.G. 11 # 236 S.F. 3 EA. OF. PLANTS R.G. ~ R.G. ~ cRASs
189 S.F. 74 P ENNIAL 345 S.F. 3 EA. OF: PLANTS 74 PERENNIAL NOTED MIN. 3' 396 , t w0 396 S.F. % / r 74 8S 8"-12" ht. Andrapogon vlrginicus BROOM SEDGE PLUG R.G.'
1 FH ~ ~ 130 PERENNIAL NOTED MIN. 3 +3 SHRUB FROM CURB & 116 f4 SHRUB 6 PERENNIAL 74 BBS 8"-12" ht. Corex scoparia BLUNT BROOM SEDGE PLUG R.G.' 45 RSG 8"-12" ht. Panicium virgatum 'Hoense Hermes' RED SWITCHGRASS #1 cant. MIN. 3' FROM CURB R.G.i
78 TOTAL PLANTS +7 SHRUB FROM CURB & 77 TOTAL PLANTS 7 OF EA. ALL
137 TOTAL PLANTS OTHERS NOTED 121 2 ID 3 IH 4 OF EA. ALL 15 HFG OTHERS NOTED *R.G. IN 121 TOTAL PLANTS ~ ~ ~ ~ t ' / 77 HFG 18"-24" ht. Pennistlum or(entole 'Herbzauber' HERBZAUBER FOUNTAIN GRASS #i cont. 36" SPACING
5 SJW 5 HFG ' j 74 CLB 8"-12" ht. Schizachyrium acoparium 'Camper' CAMPER UTTLE BLUESTEM PLUG R.G.*
a ~ T w 8 CJ *R.G. IN SCHEDULE SCHEDULE APPROX. LIMI OF i 3 CJ _ 5 ID ~ VINE i
SEED MIX A 13 CPB ~ - _ 3 FH i _ 19 VC 12"-18" ht. Parthenoclssus quinquefolie VIRGINIA CREEPER ~1 cant. MULTI STEM
1 MCM 1 NSHM ` PERENNIALS
j - - _ - - - 4 IB
6 CJ _ 1- ~ - _ - - _ _ 74 SBA 8"-12" ht. Aster Icevis SMOOTH BLUE ASTER PLUG R.G.' _ ~ ~
_ -----._~...~P"""~__ _ _ - _ _ . _ _ - _ _ JP--_._._ ' ~ 1-DRB-__ - = - - - ~ ~ ~ ~ ~ - Aster novae-an lice NEW ENGLAND ASTER PLUG MIN. 3' FROM CURB/ R.G.i ~ ~ 45 NEA 8" 12" ht.
5 HFG i i - - - I ~ 45 FBI 8"-12" ht. Bc tisic custrclis FALSE BLUE INDIGO 5P~j3 MIN. 3' FROM CURB/ R.G."
r _ ,1-,t~ - - _ ~ I ' - - _ ~ % ~ ~ PURPLE NODE JOE PYE WEED PLUG MIN. 3' FROM CURB/ R.G.' 45 PJP 8"-12" ht. Eu otarlum u ureum r' . ~ -7- , 1
= h ~ ~ _ TS -0~SEED- _ _ 3 SJW 45 FS 8"-12" ht. Helo sis helicnthcides FALSE SUNFLOWER SP~3 MIN. 3' FROM CURB/ R.G.' ~ ;
w ,i, -~e~ ~ n ~ ~ ~ ~ v MIX B ~ . ~ ~ ~ a,------- ~ 3 EA• OF. ~ ! - ~ SKY WING SIBERIAN IRIS SP#3 R.G." 74 SWS 8"-12' ht. Iris siberice 'Sk wn _
_ _ i ANTS NOTE ~ ~ ;r , ~ , ~ ~ , i' _ 79 GF 8"-12" ht. Liatris nostach GAYFEATHER SP#3 R.G~
~ MIN. 3 FROM ,..-1fl-PW - _ j , i,i~~,, - = 5 ~ r 79 SGF 8"-12' ht. Uatris icata 'Koblod' SPIKE GAYFEATHER SP#3 R.Gf
' CURB & • •C1 - _ 25 L-f - - _ ~ I i . I. 79 PBB 8"-12" ht. Monarda 'Petite Delite' PE11TE DELIGHT BEE BALM SP~3 R.G.•
BQ~~YS~ ~ . _ _ ~ . i r _ ~ 7 EA. OF ~ - - - . _ _ _ _ _ _ - - 2 SSA- r Xr _ ~ ~ . 0 ~ w ~ / ~ I 9Q_P4V- - I 74 BGP 8"-12" ht. Phlox subulata 'Emerald Blue' BLUE GARDEN PHLOX SP~3 R.G."
0 ALL OTHERS - ~ I ~ i _ ~ E„ ~ * DRB _ _ ; ; ~ - --8 ~-D _ _ , . i NOTE: 74 POP 8"-12" ht Ph oste io vir iniana PINK OBEDIENT PLANT SPg3 R.G.• FOR EXIST. TREES OF 8" DBH BLACK EYED SUSAN SP#3 R.G.•
NOTED R.G. I ii ~ r, i, • I____-____15 _ . _ , ; , - , j ~ 1 MCM SCHEDULE '2 ID 1 'MCM` ~~i~„ ~ ~ SSB I ~ I~ ' I I I ~ i AND OVER WITHIN THE 40' SET 7s Gs "-12" t, Rudbeckic ful Ida 'Geldsturm'
1 NSHM \ , - ~ BACKREFER TO EROSION 74 BES 8"-12" ht. Rudbeckic triloba BROWN EYED SUSAN PLUG R.G.•
~ 5 HFG 16 IH .x~ ; ~~,;r , ~ ~ I CONTROL PLAN 74 MNS _ Salvie nemorose 'Meinocht' MAY NIGHT SALVIA SP~4 R.G.*
2 IH 22 CPB ' ' , 74 SG 8"-12" t. Solido o ri ido STIFF GOLDENROD PLUG R.G.'
~ y y, ~ _i. ' 1 ' I I ' 7 JZ- C ~ v ~ i I 4 CPB JZ NEW YORK IRONWEED PLUG MIN. 3' FROM CURB/ R.G.' 45 N11 8"-12° Vemonle novebaracensis
4 HFG , , , 5 EA. ~ - , EMERGENT PEREN S (IN R TENTION ON }
, GF, SGF, 1 NSHM ' ~ 3 105 TWS 8"-10" ht, Dulichium orundinaceum THREE-WAY SEDGE PLUG PLANT AT ELEV. 639.5 - 640.5 (0-6" WATER) ®3' O.C.
PBB, GS . , ~ _ R.G. 15 _ _ ~ - ESTIMATED SEEDING QTY: 110 PW 8"-10" ht. Pontederic Cordate PICKERELWEED PLUG PLANT AT ELEV. 639 - 640 (0-12" WATER) ®4' O.C.
_ _ _ o~'; _ _ _ _ . . 1.) SEED MIX "A" = 118,800 S. f. g0 DP 8"-10" ht. Sagittaric latifolic DUCK POTATO PLUG PLANT AT ELEV. 638.5 - 639.5 (6-18" WATER) ~ 6' O.C
n. 16 PERENNIAL --a..-- ~ +6 SHRUB _~--~-1___ w~..s ~.~-i_ ~_.-~-ti_-_~ -~_~L-~~_~~~ ~ 21 lbs. NATIVE GRASS MIX ~ ~ r 175 LT 8"-10" ht, Saururus cemuus LIZARDS TAIL PLUG PLANT AT ELEV. 639 (12" WATER) ®3' O.C. _ _ r. _ _ _ ~ 102 lbs. TEMPORARY .,OVER CROP
~ 7 SSB 8"-10" ht. Scirpus toberneemontani SOFT STEM BULRUSH PLUG PLANT AT ELEV. 639 - 640 (0-12" WATER) ®20' O.C.
- - - 122 TOTAL PLANTS - - 2.) SEED MIX "B" = 13,000 s.f.
REPAIR ALL DAMAGED TURF BETWEEN SIDEWALK & CURB WITH SOD REPAIR ALL DAMAGED TURF BETWEEN 5 LBS DETENTION BASIN MIX PLANT SCHEDULE NOTES:
SEEDING NOTES: 6.) SEED MIX "A" SHALL BE: SIDEWALK & CURB WITH SOD 17 lbs. TEMPORARY COVER CROP 1.) * R.G. INDICATES PLANT TO BE USED IN RAIN GARDEN,
SOUTHEAST NATIVE GRASS MIX 2903 GENERAL NO"~ES: 2. PLANTS WITH COMMENT "3' FROM CURB" SHALL BE PLANTED NO CLOSER THAN THREE 3 FEET FROM BACK OF CURB.
1.) TEMPORARY COVER CROP OF GERMAN MILLET SHALL BE INCLUDED (VIRGINIA WILD RYE, PURPLE TOP, AND BROOM SEDGE) 3.) TREES WiTH THE COMMENT "6' C.T." SHALL HAVE A TRUNK CLEAR OF BRANCHES TO A HIEGHT OF 6' FROM THE GROUND.
I~ EACH OF THE SEED MIXES. SEEDING SHALL BE DONE AS SOON AS BY APPLEWOOD SEED COMPANY OR APPROVED EQUAL. WITH TEMPORARY COVER 1.) CONTRACTOR TO VERIFY PLANT AND SEED QUANTITIES AS ANTITIES AS SHOWN ON
POSSIBLE AFTER MAJOR CONSTRUCTION ACTIVITIES THAT ARE DISRUPTIVE CROP OF GERMAN MILLET. PLAN. TO GERMINATION HAVE BEEN COMPLETED. 2.) PLANT MATERIALS AND PERMANATE SEED MIX SHALL NOT SHALL NOT BE 7, PROPOSED PLA TS I THE EXISTI G OODLAND BUFFER SHALL BE INSTALLED
PLANTING RATE ACRE: NATIVE GRASS MIX = 22 Ibs. INSTALLED UNTIL AFTER ALL MAJOR CONSTRUCTION ACTIVITIES I / ACTT (TIES HA E BEEN ) N N N W I V V gY HAND DIGGING DUE TO PROXIMITY TO EXISTING TREES AND OTHER ACCESS
2.) ALL DISTURBED AREAS SHALL BE EITHER HYDRO-SEEDED OR GERMAN MILLET = 120 Ibs. COMPLETED, AND ONLY DURING THE PLANTING SEASONS AS C SON(S) AS DEFINED BY RESTRICTIO S. N
DRILLED WITH SEED MIX "A" OR SEED MIX "B" AS INDICATED ON THE 7.) SEED MIX "B" SHALL BE: THE CITY OF CHARLOTTE. 3 5-13-05 REVISED PLANTING AT POND PER D.W.Q. COMMENTS SNH
LANDSCAPE PLAN. DETENTION BASIN MIX #3164 3.)CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT A MINIMUM ~T A MINIMUM OF X TI A T ITHI THE EXISTI G OODLA D BUFFER SHALL BE 2 4-25-05 REVISED PER CITY COMMENTS BJD 8) E 0 C PL N S W N N W N ~ 3-15-05 REVISED PER CITY COMMENTS SNH
(WATER PLANTAIN, SWAMP MILKWEED, BUR MARIGOLD, ALLEGHENY MONKEYFLOWER, THREE 3) WORKING DAYS PRIOR TO PLANTING IN RAIN GARDE ( RAIN GARDENS AND RET. IDENTIFIED AND TREATED BY CONTRACTOR PER EXOTIC PLANT GUIDELINES NO. DATE REVISION BY
3.) IF SEED IS TO BE APPLIED WITH A SPECIALIZED DRILL SEEDER, DITCH STONECROP, CUTLEAF CONEFLOWER, COMMON ARROWHEAD, BLUE VERVAIN, POND TO COORDINATE LAYOUT OF PLANT MATERIALS. _S. (PUBLISHED BY NORTH CAROLINA DIVISION OF PARKS AND RECREATION DEPT. OF PROJECT N0.
DRILL SEED TO A MAXIMUM DEPTH OF 1 /4 INCH DEPTH, FIRM SOIL WITH AWL-FRUITED SEDGE, FOX SEDGE, VIRGINIA WILDRYE, SPIKE RUSH, FOWL MANNA ENVIRONMENT AND NATURAL RESOURCES). CONTRACTOR MAY CONTACT SHEET TITLE 290207
CULTIPACKER. MULCH PER CITY OF CHARLOTTE LANDSCAPE GRASS, PATH RUSH, SOFT RUSH, TORREY'S RUSH, RICE CUT GRASS, SWITCH 4. LANDSCAPE ARCHITECT AND OR LANDSCAPE MANAGEMENT M / CONSTRUCTION STANDARDS. GRASS, SOFTSTEM BULRUSH, AND PRAIRIE CORDGRASS) BY APPLEWOOD SEED INSPECT AND THEN APPROVE THE LOCATION OF PLANT MATERI~ NAGEMENT MUST LANDSCAPE MANAGEMENT FOR ASSISTANCE IN DETERMINING IF EXOTIC SPECIES ARE scALE~ ING PLAN LANDSCAPE PLANT 1 20
COMPANY OR APPROVED EQUAL. WITH TEMPORARY COVER CROP OF GERMAN RAIN GARDENS AND RET. POND BEFORE PLANTING SHALL BEGIN' _ANT MATERIALS IN THE PRESENT, SHALL BEGIN. DAB
4.) IF AREA IS TO BE HYDROSEEDED HYDROMULCHED: APPLY MULCH MILLET. 03/17/05
AT A RATE OF 1500-2300 POUNDS PER ACRE, APPLY THE SEED FIRST 5. SOD SHALL BE BLUE TAG CERTIFIED TALL FESCUE. ONLY E PREPARED BY DRAer1 eY ;LIE. ONLY BLUE TAG ,,~~~"""I1~/,, PROJECT SLB SNH
WITH 5-10~ OF THE MULCHING FIBER, THEN APPLY THE BALANCE OF PLANTING RATE/ACRE: CERTIFIED TALL FESCUE SOD WILL BE APPROVED AND ACCEPTEI / ND ACCEPTED.
THE MULCH SEPARATELY AS SECOND STEP. FOLLOW PROPER DETENTION BASIN MIX = 32 ib.. (OR LESS THAN 1 /2 ACRE = 12 oz./1000 sq. ft). ~ RO ~ . li C EK PARK AND RIDE CHECKED BY MALLARD RE 1 ~ \p~.•• °DSC•' ° SNH/BJD
PROCEDURES TO MINIMIZE THE AMOUNT OF TIME THAT SEED IS r_~Q~~n~i ~~ni~T - ~~n ~ti~ ~~T~~~ innArinAi~ nnr~nnc~rn ~o AAIT!• C~~„~~,~~ 1111 TIIIAI T~~~ III TI IIAI TI If r\/If'TI~II~ ~ ~ ~i~~0.~~/~ ~ N1 (1 T 11? nnA c-rn nT A /Yn -
CIRCULATED THROUGH PUMPS OR PADDLES PRIOR TO APPLICATION. VL Y ^ , IYIILLL I 0.) Ir r_ LUUH I IUIVJ Ur rrCUr'UJCU r-LtIV I J JrlUVVIN YYI I ri IV r r- r IYI I1-11IN I1'I11 CA131IIVla ®'WI v F 1 fl z d.1V. CL'Hor, CLEiup DRAWER No,
OVER CIRCULATION MAY DAMAGE THE SEED AND AFFECT GERMINATION WOODLAND BUFFER ARE APPROXIMATE. CONTRACTOR SHALL MA 8 APPLEWOOD SEED COMPANY PROPOSED PLANT LOCATION WITH A STAKE LABELED WITH THE )R SHALL MARK CHARLOTTE, NC 28262 -
RATES. 5380 VIVIAN ST. OR COLORED CODED FLAG FOR APPROVAL FROM LANDSCAPE Al :D WITH THE SPECIES - 129 ' - - SHEET NO. - ANDSCAPE ARCHITECT POST, BUCKLEY,SCHUHB,lERNIOAN,INC.
ARVADA, CO 80002 OR THE CITY PRIOR TO INSTALLATION. 400 EAST TRADE STREET
5.) PRE-SOAK PLANTED AREAS THOROUGHLY AND MAINTAIN TEL. [phone] 77 CENTER DRIVE, SUITE 500 CHARLOTTE, NC 28217 S
CONSISTENT MOISTURE FOR 6 WEEKS, THEN GRADUALLY REDUCE FAX [phone].) LIGHT POLES WILL NOT BE PERMITTED IN LANDSCAPE ISLAN CAPE ISLANDS WHERE PH (704 522-7275 N, C, CHARLCME AREA TRANSJ?5Y57£M 28202 CHARLOTTE, NC FAX [phone] ~ i i' i,,
WATERINGS. email: soles0applewoodseed.com TREES ARE PROPOSED. W W W. PBSJ.COM ~5 f C)

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INDEX OF SHEETS ~ q
I
CIVIL: C001 COVER SHEET
C002 TOPOGRAPHIC/ WETLAND SURVEY
~ C C C 9 C C ~ ~ j •
C100 SITE PLAN
C200 GRADING & STORM DRAINAGE PLAN i
C300 EROSION CONTROL & DEMOLITION PLAN
•
C400 EROSION CONTROL DETAILS & NOTES - C C C C C C C C C
C401 SITE DETAILS & NOTES
C402 SITE DETAILS & NOTES
A
C600 UTILITY PLAN I ~ ~ ~ ~ ~ ~ ~
LI 00 LANDSCAPE PLANTING PLAN ~ ~ ~ ~ e 0 0 c.=
L200 LANDSCAPE PLANTING DETAILS & NOTES ~ Q C ~ ,v~f~
0 -
ARCHITECTURAL: C1 APPENDIX B I
A1.0 PLAN AND ELEVATIONS ~ I ~ DENk - WATER ~wUAt.iTY bY~'f IANDS AND Si~µ+ATEp BRANCFd
AL I ELEVATION, SECTIONS AND REFLECTED CEILING PLAN ~ I _
A1.2 INTERIOR ELEVATIONS, ENLARGED PLANS AND FINISHES I
A1.3 PASSENGER SHELTER PLANS, ELEVATIONS AND SECTIONS
A2.0 WALL SECTIONS & DETAILS
A2.1 DETAILS -
STRUCTURAL: SI.O FOUNDATION/ SLAB PLANS AND ROOF FRAMING PLANS _ -
Sl.l SECTIONS AND DETAILS ~
~ ~
51.2 SECTIONS AND DETAILS J n - -u--
ss - tt
MECHANICAL: MPl PLUMBING AND MECHANICAL PLAN _ u n
ELECTRICAL: E1 ELECTRICAL FLOOR PLANS
E2 ELECTRICAL SITE PLAN, POWER RISER AND PANEL SCHEDULES CAR
E3 ELECTRICAL SITE PLAN, POWER RISER AND PANEL SCHEDULES 0 ° 0`~ ° ° osc° ,
P~ qA'•
E4 DUKE LIGHTING/ SLEEVING PLAN 9`• -
=~i~ 1293 - r s~
'•~i N0. DATE RE ~ • ~ VISION BY
PREPARED FOR: % C' PROJECT N0. SHEET TITLE
2so2o~
-/l,l,~~~,~ ER COV 1 = 40
va •6~•~5 DATE
PREPARED BY 01/17/05
~ ~ ~ ~ ~ \~~~~II ~ II~~1ii PROJECT DR~A+NKpBY Int~ixa I,QRO JLD
MALLARD CHECKED aY . o . S CREEK PA ~ S, RK & RIDE
1712 J-N, PEASE PLACE DRAWER No.
CHARLOTTEA/7EA TRANS/T SYSTEM 1~ SEAL CHARLOTTE, NC 28262 -
PROJECT ARTIST: ~II;~ 400 EAST TRADE STREET ae ; CHARLOTTE, NORTH CAROLINA 28202 RUDY RUDISILL CONCEPTS POST, BUCKLEY. SCHUH & JERNIGAN, INC. 28933 _ umwa3w~nemSo-~a SHEET NO.
SW.313 M374. 6 - IIPP 888e8 .ditNC MD8 ; ; 400 EAST TRADES E
EIGHEIORIHO PlO13123808 5200 77 CENTER DRIVE, SUITE 500 GENE . TR ET cool CHARLOTTE, NC 28217
~AIF ONCEPTS . 0 J PH [phone] RFq S. taP CHARLOTTE AREA TRANSIT SYSTEM
FAx [phone] CHARLOTTE NC 28202 WWW.P~SJ.CO I I I M

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S 12'4$'17" W ' • .-r - ~ % ~ ~ 'WALK _ _ ~ • _ ~ . , - _ • ~ m 24 ~ ~L - - ~i- - . 264. - - - - - - - - - - - `\f
~ - - - - - EoP ATCH ASIN ~ ~~'r'~ 30 0 16 30 60 120
~ ~ Gn ~
' ~ ~ ° ~ ~ ~ INV.OUT=6 .50 s ~ \ s~ \ ~ , N lJ \ \ l
A # SS SS # ~S SS r# J SS S~ # SS SS ~ SS , SS ( 1 ; " j tB ~ ~ 54 gg ~ Sf ~ i~ 1
t I ~ (IN FEET )
t 24° RCP ' t ~ - ~ = 30 ~ 1 inch ft.
OTES:
CATCH BASIN T~ a SSMH = „ ~ ~ , ~ ~ ~ TC=645.11 15 RCP t i / , ~ ~ -01-2002 J 1. PROPERTY LINES SHOWN ARE BASED ON M637, PG. 101 AND MAP PREPARED BY POWER ENGINEERING CO. DATED 3 ~ SSMH
RIM=650.18 INV.IN=640.91 30^ =632.40 A FULL BOUNDARY SURVEY WAS NOT PERFORMED IN CONNECTION WITH THIS SURVEY. ~ RIM
INV.IN=642.43 I V.OUT=640.51 N ~ Rip .OUT=626.76 ~ INN 2. BELOW GROUND UTILITIES RASED ON ABOVE GROUND APPURTENANCES OR MARKINGS.ACTUAL SUBSURFACE LOCATIONS MAY VARY
iNV.0UT=642.23 CATCH BASIN 60' PUBLIC R/W ~ ~ AND NEED TO BE VERIFIED BY SITE CONTRACTOR, PRIOR TO COMMENCEMENT OF SITE WORK.
TC=644.06 a a SSMH \ ~1?
N INV.IN(15 )=639.31 CATCH B m RIM=635.67 CATCH BASIN ~ 3. HORIZONTAL DATUM BASED ON SURVEY PREPARED BY THE CITY OF CHARLOTTE (NAD83). VERTICAL DATUM IS BASED ON CITY MONUMENT IBM
N INV.IN(18 )=639.26 a I .I N =626.08 TC=635.1 NV N( ) TC=635.16 ~ ~ WITH AN ELEVATION OF 732.08 (NAND 88).
INV.OUT=639.16 INV.IN(24 g INV.IN(S)=630.08 " =629.74 ~ INV.IN(24 )
a INV.IN(18' INV.OUT=625.88 " =628.86 4. SURFACE FEATURES, CONTOURS AND SPOT ELEVATIONS SHOWN ARE BASED ON ACTUAL FIELD SURVEY. INV.IN(18 )
INV.OUT= INV.OUT=626.76 5. ONLY TOPOGRAPHY AND WETLAND BOUNDARIES WERE PROVIDED BY PBS&J.
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0 ri 0 REVISIONS PARK 8c RIDE
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U d MECKLENBURG COUNTY FILE NO.
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BENCHMARK SUMMARY TOPOGRAPHIC WETLAND SHEET DRAWN BY: LJW
CHECKED BY. MEF SURVEY 0002
Label Northing Coordinate Easting Coordinate Elevation Description
POST, BUCKLEY, SCHUH & JERNIGAN, INC. OF
BM#7 577,147.66 794719754.88 662.54 CONC. MON. 200 EAST WOODLAWN ROAD, SUITE 310 SURVEY SUPVR. DATE: 6-07-04 SCALE; 1 inch = 30 feet
CHARLOTTE, NORTH CAROLINA 28217

_
EXIST. CURB & GUTTER M AL LA _ RD
_ CR _ EE K _ RD. EE K RD. R W VA
_ ALO _ NG _ PE _ RI ME TE R RI ES f8 0 SET E R
01 INSTALL CONC. PAVEMENT, MATCH EXIST. OF 171 2J , .N. PE PROPOSED 1470 LF 5 AS SIDEWALK TO BE EP
SIDEWALK & FLUSH W TOP OF EXIST. CURB ~ LA CE INSTALLED PER CHAR-MECK LAND
~ ~ N DEVELOPMENT STANDARDS
~ 15 39 54 E --,t_ _
, I 289.67'
_ .
` . ~ , m. ~6 ~ _ . o r~ TYP. ~
, _ t _ I In ~ :._.1_
~ N 18° ~ i
END PIPE 41 12 ~ p n e E ~ ~ /
INV.=646.58 FURNISH & INSTALL SLAB 17S . 69'
TOP STRUCTURE SEE SHE > Scale: 1 = 20
PROPOSED 1-6 CURB & GUTTER
TYP. SEE SHEET C401- , _ ( - 2 i - Olrv ~ r ~
' ~4i SINGLE SHOEBOX LIGHTI G TO BE r - - _ ~ o IrY~ 3 50 - - I ~ /
INSTALLED BY DUKE POWER SEE n'P. - - ~ ° ~ _ - II / 24yn u~t I _
NOTES 4 & 5 I ~ A _ ) ~ ~ 11 ~ _ _ LIMIT / / \ ~ i ~ 1
PACE - ~ ~ _ OF -50' WOODED BUFF )F 50' o ~ 0 1/ o / /3 ' 01 ~n 1 1 ~ 0 1 ak ~ ~ oak BUFFER I I t I !
' ER 25 0 ~Oln ak _ yri L R / ~ 201n u 1 CONSTRUCT MODU A
© o D a _ ~ ~ a 1 / RETAINING WALL
0 S ACES I 8 50 - ~ 81n oak © ~ / (SEE SHEET C200) _
~so WHEEL STOPS, TYP. 18.5b----~ y0 _ 0 0471:5107
TYP. .O.C. R2' ~ s I o ° ° BY h~4ERGER 11892-532 . ~ ES © ° © / N E
~ 15 15.gg 8.50 ~ . ~ ~ © \ / (QUEENS PROPERTIES LLC
.y0 v1 R2 0 ~ 2.5 ~ ~ o Q o 2~In oak M3, .01 R ,p ~
'PA PROPOSED BITUMINOUS ~?s ~ 3 / MALLARD CREEK RD
~ ~so .y0 PA a R2 VEMENT, TYP. r1 24.0 ~ ~ ha \ / VAC~,NT ~ ~ ) ~`ti ~
~ •s TO F.O.C. o ,50 DOUBLE SHOEBOX f
~ RZ ~o ~ LIGHT, BY DUKE POWER, TYP. o a SINGLE SHOE BOX LIGHT, BY DUKE
^ I ^ s 'so 0 WITH SECURITY CAMERA BY SECURITY EXIST. TREES TO REMAIN TYP.
io ,:h M o 25 ~ , R CONTRACTOR, TYP.
_ SP 8.50 - CES ~ i I TREE PROTECTION, TYP. ~2 i ~
04713107 TYP. I .s / i o yo ~ ~
SP ^ ~BY MERGER~1189?_-532) 0 ES ~i _ y 8. ¢8 9 S ^
N~F QUEENS PROPCRTIES R~' ACES I ~ 1 M37-101 ~ 4• ; { ~ I ~ Ices ~ ~ 1 i a
k.5 ~ I I' 9 S ACES MALLARD CREEK RD I ~ R I ~ h CES 10 S qCE In o 4,
® S ~ i COOR IN < ~ ~ D ATE RELOCATION , ~ I ~ . LEGEND 10 S AC i1~ u / E 9
OF EXIST.'i UTILITY POLE ~ 0 / ~ -
r' ~ CONSTRUCT PROPOSED 1'-6" CURB & 2.5 WITH DUKE POWER R ~ J ~ o - LIGHT POLE (SINGLE LUMINARE) 8.19 I ~ ~
GUTTER PER CHAR-MECK LAND so 8.1; ~ O ~ i R' l ~
so DEVELOPMENT STANDARDS, TYP. DOUBLE SHOE BOX LIGHT BY DUK a EXIST. 0' ~ 2•y VERHEAD sT POWER WITH SECURITY CAMERA R 0 ~ ~ 2 ~ ~ SECURITY CAMERA W/ POLE 2.5 ,p ~ ~ ~ i R ~ ~ ~ ~
ELECT. sp ,y0 BY R2 SECURITY CONTRACTOR, TYP. ~ 1 ® v ;Q - so ~ 10.20 / _
c ~ ~ APPLY 4" WHI' I~ 5 ; ~ - LIGHT POLE (DOUBLE LUMINARE) PPLY 4" WHITE PAINTED Z. ~ r r~
3 w ' ~ c R2S 50 PAVEMENT MAI ~ 0 2. R ~ AVEMENT MARKINGS, TYP. o 's ~
~ o ~ ~ R N Y a EN . ~ c ~ ,p ~ ~ TRY SIGN TO BE c c ~ ? o ° ~ ~ ® PEDESTRIAN LIGHT > s ~ 0 ry~ o ;
~ Q ~ FABRICATED & ' I ®o c c so so 5 R2.
m i 9SP I o I ~ c c ~ ~ ~ ~ INSTALLED BY A ES I ~ 750 SECURITY CAMERA ON LIGHT POLE a ~
cn ~ ~ 9 SP ~ T h 30 OOD (SEE I A~ES I 1'0.30 I' ?s ~o w ~ ry
z NO ~ I I b ~ TES 3, 7, & 8) I , 1 p 'P ~ ~ i Q 5 , A B PTZ PAN, TILT ZOOM CAMERA 1. 0 ( ~ ) ~ I R1 0
N ® I ~ ~ ~ i ACS - g 8 ' 10 PAC S ~ ~ ~ o~ ® 50
8i i cclc j 2• D STORM DRAIN ~ R
300 TYP y0 k~ ~ ~ c c c o UNLESS 2• R c c l 10.05 h o I ACS I ~
NO D ~ R FUR ISH & I ~ c ~ ~ OTHERWISE 'so c c o p 8 p - ~ i ® RAIN GARDEN DRAIN o AC T ~8, ~ ~
INSTALL 0 c c c ~ er 0 2•y ~ c c ^ I ~ 0 .o i
PRECAST R ? c c ^ a s ~ I c ry ~ o CONC. o ~ 1.0 • 0 F
try. p W 0 ~ WHEELSTOP, APPLY PAINTED PAVEMENT o TYP. y0 p ~ ~ 11.57 l I ~
? TYP. MARKINGS, TYP. a R~' ~ `SO cS`p ~ O ~ 'A ~ ~
7 ACCESSIBLE SPACES oo. ~ V sp 5 'A ~ ~ JN PEASE PLACE R2. ~S 18' EXISTING PAVEMENT 2 -6" 1
REGULATORYSIGN TO BE _ ~ " O - W ry ~ ~ ~S MIN.
FABRICATED& INSTALLED ~ ! I ° ~ ~ ~ ~ ~ F ~ SAW CUT 1' MIN. R C2 FURNISH & INSTALL p O,y c1
BY EAGLEWOOD SEE ~ o ' ~ ~ 8 ( .00 / I o ~ , ~ TYP. 5.0 150 LF OF BLACK h Q OF ~ AO F
NOTES 3 7& 8 ~ o ~ I ® . .5 ~ 0',~ COATED CHAIN LINK F), R
o , o'~ ~ U / t . T C'= ~ Q so ~ ~ 50 FENCE ?S .
5 0 8. 50 h~.' d R~' ~R oo „ ~13 'S *4 MIN. '
6.0 I _ 1YP. I W ~ ~ T - h .49 I I I M ~ I
CATCH BASIN v 10 S a o R50p ACE ~ U D1 F- E1 R
TC=660.35 ~ -EQ. SPACE UNDERCUT AS NEEDED
INV.OUT=647.6.3 0 rn R .0 5 SP ~ ~I AND REPLACE WITH A ES o
- PEDE IAN VMS DISPLAY PAN LIGHT, BY DUKE POWER, TYP. , PAN ® * MATCH EXISTING PAVEMENT SUITABLE MATERIAL TO BE ~ ~ 00 THICKNESS-MINIMUM VALUE IS SHOWN PROPERLY COMPACTED
' =SEE ARCH. PLANS ~ FURNISH & INSTALL ACCESSIBLE PARKING ~ ) LANS ~ .
SIGN CENTER OF STALL, TYP. i FURNISH do INSTALL DRAIN INLET, ,~TYP.
, ~ 0.5 CONSTRUCT HEADWALL LOCATION CONSTRUCT CONC. FLUME, TYP. OF CAMERA
SEE SHEET C200 W POLE INSTALLED (SEE DETAIL SHEET C401) .MINIMUM PAVEMENT SCHEDULE /
33 15 J 0 0 10.35 FURNISH & INSTALL 1118 LF OF HANDRAIL BY CONTRACTOR, TYP. PROP. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C CONSTRUCT RE,~AINING wALL c1
8.05 W ,p AT AN AVERAGE RATE OF 112 LBS PER SQ. YARD PER INCH (TWO 1.5" LAYERS) (SEE SHEET C~00)
o___ c~0 CONSTRUCT COMFORT STATION, ,,200 Q - - - o__.____ EXIST. WETLAN C2 PROP. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C DS AT AN AVERAGE RATE OF 112 -LBS PER SQ. YARD PER INCH
- - ~ . (SEE_SHEET ARCHITECTURAL PLANS) ~ TYP. 4. _ 5 o _
EXISTING BLOCK Z GROOVE JOINT N SIDEWALK o R .6.0 ~ ~ o CONSTRUCT CONC. SIDEWALK PER 40' SETBACK - ` PROP. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE S9.5C - EXIST. DITCH CENTERLINE D1 AT AN AVERAGE RATE OF 114 LBS PER S0. YARD PER INCH
a ~ TYP. RETAINING W CHAR-MECK LAND DEVELOPMENT E1 PROP. MINIMUM 4" ASPHALT CONCRETE BASE COURSE, TYPE 625.OC
WAEL ® ~ 8. J STANDARDS ~ AT AN AVERAGE RATE OF 114 LBS PER SO. YARD PER INCH
.'FURNISH & 3.08-1--1 11.5 11.50 FURNISH & INSTALL SIGN ;INSTALL SIGN i' -~r-r-3 08 STALL SIGN M MILLING ASHPALT PAVEMENT (1.5")
,o TYPE R7-1 ENTRY SIGN TO BE FABRICATED & 'TYPE R1-1 0
INSTALLED BY EAGLEWOOD~ SEE `0. EXIST. 5' SIDEWALK ( R PROP. 2'-6" CONCRETE CURB & GUTTER :WALK
' 26.00 NOTES 3 7 & 8 ~ TO F.O.C. ~ - ^
~ - - EXIST. 2'-6" CURB & 0 ~ r~ FURNISH & I LANDSCAPE UPLIGHT ( © 0 0 h NSTALL SIGN GUTTER 6" CURB & T EARTH MATERIAL CATCH BASIN
- _ _ h N . o TYPE R7-1-15 r TYP _ - _ _ . -,..-y~ - - - n ~ .l - _ _ ~ - - - - - ~ S 12 4 - 4` - PATCH TO MATCH U EXISTING PAVEMENT MATCH TC=635.40
_ . ~ : - 6'01" W EXIST. SIDEWALK F .WALK INV.OUT=630.50
. n n e s A A ~ s
_____,=,.,,r_-- - ~ ~ ~ ..3~~g,~53 :tom ^ - _ _ . ' ' _ a , . , - _ . _ - ~ - . - r..~ _ _ n _ .h n. n A
~ a . - _ .
cP. FURNISH & . , . ~ -.T.T.T N CONSTRUCT ACCESSIBLE RAMP MATCH~'~ , ~ . . ~ INSTALL SIGN S •DISPLAY• PAN . r . . .r.. _ ~ n
g .YM.. EL• SEE •ARCFi:••PLANS . ' ' EXIST. SIDEWALK PER CHAR-MECK LAND ,o R - ' TYPE 5 2 . . ~ - \ . ;~'y... ...'.CON~TRU~T,~CtiSTOkI~.SHEL~RS;.•~EE,...... •
DEVELOPMENT-STANDARDS --Y •RAL•PLANS...... ~p ~ \ 'r,~
~ ~Y ~ 5,.~..•- .........'INSTALL•~ON'~~'RAVEMENT.'MAT.CH'. . . J.N ~ PE ~ ~ AS
EXIST. CONSTRUCT TYPE III DRIVEWAY PER E PL ~ ~ AC ~ E R W _ 0 .a
CHARMECK STD. S E SH , ; _ • : X~ST~ .CClRB . o E EET C401 _ ° -~''=T1E TO EXIST. CURB & GUTTER ~ ~ 2 5 16 05 REVISIONS PER DWQ COMMENTS ASH
o SITE DATA ' 1 5 6 05 REVISIONS PER CDOT COMMENTS ASH SS r. N0. DATE REVISION BY
3 TOTAL SITE AREA : 3,00 AC 130,680 SOFT CONSTRUCT ACCESSIBLE RAMP 6 OWNER: CITY OF CHARLOTTE & REAL ESTATE DIVISION IMPERVIOUS AREA : 1.59 AC 69,463 SOFT, ~ PROJECT NO.
~ ADDRESS: 600 EAST 4TH STREET, CHARLOTTE, NC 28202 PATCH BIT. PAVING AS NEEDED .w~, ~ LANDSCAPE AREA 1.41 AC 61,217 SQ.FT. v _ SHEET TITLE ssozm
ZONING: NEIGHBORHOOD BUSINESS (CD) PETITION# 01-36 SETBACK REQUIREMENTS: GENERAL NOTES CONTINUED: SITE PLAN S~"`~" -
JURISDICTION: CITY OF CHARLOTTE FRONT SETBACK: 40' LIMITS OF ASPHALT OF ASPHALT AND CURB REPAIR AT BUS 1 - 20
PROPOSED USE: PARKING FOR CHARLOTTE AREA TRANSIT SYSTEM/ REAR SETBACK: 50' S.) CONTRACTOR TO COORDINATE THE INSTALLATION OF THE PARKING LOT AND PEDESTRIAN STOP-180'L X 21.! 180'L X 21.5'W D"~ 02/16/05
o TRANSIT ORIENTATED PARKING LOT LEFT SETBACK: 25' LIGHTING WITH DUKE POWER. SEE DETAIL THIS ~ rn TAX PARCEL NUMBER: 04713107 ( ry 3,OOAC 130 617 S0. FT. RIGHT SETBACK; 25' 6, FLUME WIDTHS ARE 3' BACK OF CURB TO BACK OF CURB,UNLESS NOTED OTHERWISE. )ETAIL THIS SHEET) PREPARED BY
cn TOTAL LOT SIZE: ) a LOT: 1712 J.N. PEASE PLACE GENERAL NOTES: PROJECT DRAWN BY SNH/SLB N SRO ,
7.) CONTRACTOR TO COORDINATE INSTALLATION OF SIGNS WITH EAGLEWOOD. v CHECKED BY C~ ~ . MALLARD CREEK PARK AN RIDE D 0,.>~DSCgA.,,~ ' BJD/SNH
PARKING DATA: 1.) ALL DIMENSIONS ARE TO BACK OF CURB OR UNLESS NOTED OTHERWISE. _ ~ n - Y ~ f`l~ ~l T 71T TI TI ~ IY TI T1T I /Yn
REQUIRED: NO MINIMUM 8.) 'EAGLEWOOD IS RESPONSIBLE FOR VERIFYING THE HEIGHT OF SIGNS FOR ASABILITY PER 11 i'MgQ~~~? JO c _ 1 (1~ J.1V. t'L'fi~JC t'LHI.!!~ DRAWER NO.
PROVIDED: 204 2.) ALL DIMENSIONS ARE IN FEET. CITY OF CHARLOTTE PARK AND RIDE SIGNAGE PROJECT DOCUMENT TITLED HANDICAP: "ARCHITECUAL SIGNAGE" DATED MAY 23 2002. CHARLOTTE NC 28262 -
a REQUIRED: 7 (AT LEAST ONE BEING VAN ACCESSIBLE) 3.) EAGLEWOOD TO FABRICATE & INSTALL THE REGULATORY & ENTRY POST, BUCKLEY. SC HUH & JERNIOAN, INC. SHEET NO.
N PROVIDED: 7 (1 VAN ACCESSIBLE) MONUMENT SIGN AS NOTED ON PLAN. THE CONTRACTOR IS RESPONSIBLE FOR SIGNS SHOWN ON SHEET C401 OF THIS PLAN SET. 9•) ALL CONCRETE SIDEWALKS ARE TO ADHERE TO THE GUIDELINES OF CHARLOTTE
m STANDARD: 159 (8.5' z 18.5') INSTALLATION OF THOSE MECKLENBURG LAND DEVELOPMENT STANDARD #10.22 (SEE SHEET C401). w COMPACT: 38 (7.5' X 18.5') 19% OF TOTAL SPACES 5200 77 CENTER DRIVE, SUITE 500 400 EAST TRADE STREET CHARLOTTE, NC 8217 W.
BUS SHELTERS: 2 (5'8" X 19'8") 4.) DUKE POWER WILL INSTALL & MAINTAIN THE PEDESTRIAN & SHOE BOX 10.) ALL PARKING SPACES SHOWN ON THI PLAN ARE PROPOSED. LIGHTING. P - N H [phone] I V . CHART, 7TZ AREA TRANSIT SYSTEM FAX [phone] CHARLOTTE, NC 28202
3 i7 WWW.PBSJ.COM DS° ~

1._ _ ---~--o-=- ~ ~ -
_ 6~a ~ _ _
~ _ _ _ _ _
~ ; _ _ _ 5 - , _ _ ~ RAINGARDEN SUMMARY: _ _
_ - ~
_ ~ . - _ - - ~ . ~ Surface ~ V ~ _ _
_ - ~ ~ - e. ~ - _ ' Top of Raiu~larden Depfh of Area Volume Size of Length of „a ems.
_ _ O.P-61- ~ - ~ ~ _ - Raingarden Raingarden Di~u~~nsion Raingarden Required Required Underdrain Underdrain
- A - - - - INV.-IN; 646:58 _ - _ _ / , % ~ Number Elevation ~It) (ft) (sq. ft.) (cu. ft.) (in.) (ft)
' 6 - _ _0:34 AC . _ _ _ _ - ~ ~ 1 647.0 2'I :123' 3 248 403 6 17,5 - ,
_ ~ - - _ _ - - _ 2 650.8 6.8' ~ 1?.T 3 103 168 6 13.4 / - r~ -
- _ , - _ . ........KEYSTONE "CENTURY" RETAINING_WALL-- GROUND ' T BOX _ - ~ 3 649.1 13.0' ~ 33.7' 4 402 640 6 28.1 / ' ~ - "
COMPAC_.WITH 4' GEOGRID AND STONE ` ' ~ 650.50 , ~ - r ~ ~ / 4 648.? 15.x' x 18.5' 3 20.4 331 6 12.6 ~ ~
BACKFILL ~ a - ~ i ~ . 5 647.0 15.0' ~ 25,6' 3 367 597 6 24.2 SETBA,QIZ TREE TO REMAIN, TYP'. 6 648.5 15.1' ~ 1~.~,~ 3 253 41a 6 13
/ '
w; a / _ TREE,P~OTECTION PER CHAR~fECK'~ ~ 649.2 15.8 ?3~' 3 292 475 6 16.7 ~ ~ - ~ ~ ~ LAND DEVELOPMENT STAND"ARDS ` ! I ~ ~ a s5o.~ 6s' ~ 14.4' 3 g4 152 6 ~.8
~ } - ~ i ~ o o ~ , , i r ~ ~i o / , ~ ~ ,
_ ~ , __r ~ - _ ~ 1 _ ~ ~ a ~ ~ 9 647.1 10~,' x 1,.5' 3 .81 294 s 11.E ;~o F.- a~~~ ( 10 648.5 9.5' x 54,0' 4 :506 488 6 25.7
~ ~ ~ - l ~ ; i / A ~ ~ - ~ \ , 11 648 6 1,' x 'I 5 'I' 3 114 185 6 12
. _ _ ~ i - r A / ~ 1 ~ ~ 12 650.8 7.5' ~ 16.0' 3 93 151 6 9.8 I ~ f
DRAINAGE ~ ' ~ ~ ~ ~ _ ~ ~ _ rn ~ 3 PI E WI ~ ~ , ~ i - ~I ~ ~ ~ 13 648.1 8._ 14.3 3 104 169 6 9.8
DIVIDE TYP. rn . ~ ~ ~ ~ ~ ~ . `..I I_ . _ o ~ YV~ ~_2 OF 5 F,._ , ~ ~ _ co a © _ - _ ; 14 648.0 9.0' ~ 17.5' 3 143 232 6 9.8 - ~ ~
s \ ,TO, ~ A ~PED IN ' ' DRA NAGE _ cn rn ' , 0.25 AC ~ ~ ~ -,-~FiLTE F B IC -T . , ,I r ~i 11 15 644.9 10.0' ?'I.0' 3 21 D 342 6 10.4 _ . I; _ r ~ ~ - -
I , . ~ D . DE TYP. x ; o . ' - ~ 'DIVERT GR UNDWATER~. ' ~ ~ " /
, . 1EN~IRE~~IENG~H OF PIP I;, ~ ~
i _ 4 - i _ ~ ; ~
PROP. DI 7 , , - _ 6 /
- RIM = 649.70 , ~ ~ PROP. DI 2 _ 0.31 A~ ~ I I -
. .OUT - 644.55 ~ 0. 5 .A ~ ~ _ ~ INV - ~ ~ w RIM - 650.9 / /
1;~ INV. OUT =646.15 - h ~ RAINGARDEN 2 . i ;I li ~ 11 / \
I ~ _ ~ ~ k „ { PROP. Dt 3 ~ 1 ~t' / ~ . - urroRAL SHELF w/ WETLnrvD _ ~ ,
r _ ~ , e i, ~a, ~ .~l~ i RIM = 649.7 ~I ` PLANTINGS, 10 MIN. WIDTH, ~ - ,r ~ (i 6:1 MIN. SLOPE
~ g~ , i ~ 0.0 1 AC ~ ~ , 60 0. XI ~ RAINGARDEN #8 i,, ~F INV. IN 644.05 ~ ~ " . o - ~ INV. OUT-643.85 , , '
F ; ~ I ~ ~ n . ® , . , , . i ~ S ~ 649.0 I, 1 - EMERGENCY 1'
o i , ~ ~ RCA ~ ~ GQ PROP. DI 8 ~I . " ~ ~ ~ ~ NORMAL POOL RIP RAP FILTER OR HOOD OR SPILLWAY ,1 ~ EQUIVALENT FILTER TRASH RACK
PROP. DI 6 ~ ~ ~ ~ ~ X ' 2 ~ RIM=650.80 ~ . ~ ; _ 229, ~ RIM =648.90 6 9;00 i , CI ~ ~ \ ~7 _ , / RAINGARDEN 3 - ~
~ _ INV. OUT =645.65 , ~ , . ~ I - INV. IN =644.18 ~ ~ ~ t:. ~ ~ ~ RAINGARDEN 7 i ~ i , o yy _ _ , ~ ~ l 1/L
,0 058 C ~ i ~ , INV. OUT =643.98 ~ ; i ~ „.a_ ~ ;!1 / G _ - _ ~ - STORMWATER STORAGE
r., , o - ~'i
- ~ x ' ' ~ ' fi ( EMBANKMENT ~ ~ l _ 3 SEDIMENT FOREBAY .
~P ~ t; I o ~ PROP. DI 4 ~ ~ - A _ ) ~ ~ ~ ~ t MAX ~ ~ I INVERTED WATER DUALITY ORIFICE ,
RAINGARDEN # ~ o . ~ ` ~ 1 _ RIM =648.7 ° -.r-- ~ ~ , fi' _ ~ INV. IN =642.79 (DI 1) X40 ae ~ ~ ~ ! r ~ ~ - ANTI-SEEP ' ` r COLU+RS
o a r~ _i i ' ~O F~ \ / ~
N I , NV. IN =643.55 DI 3 s O~ ~ ~ ~ I I I I-III I I I I I I I-I I I I PROP. DI 1 _ " v® ,48.0 ;i ~ ;
! ; S ~ ' ~ 'A 1 i' - Q.. ~ - ~ ~ V ~ ~ C ~ , ~ POP. DI 1 ~ , ~ t~, ~o ~ ....0.05.6 AC - _ _ _ ~ O _ n ~ ' 1 CLAY OR GEOTEXTILE LINER ~ ~ RIM=647.9 J - -
~ ~ - RIM = 48.9 PROP. DI 12 ~ ~ ` ~ ° ~ ~ _ 0.11 AC pc GQ ~ 15 ~ ~ " ~ - ~ 20 -3 FOREHAY DRAIN WITH (IF EXISTING SOILS ARE PERMEABLE) ~ 0 LF 0% ' ^ INV. OUT -643.15 sLUICE GnTL oR vaLVE
~ ~ IN.0T=43.2 _ _ - , •t . _ ~ 45.6 0 8 Cp ® ~ ' _ R '
~ RIM =650.90 ~ ~ .w ~ ~ - - _ _ ~ ~ ,1. I I ' INV. IN =645.37 . _ _ I~, ~ ~ ~ - i' *TYPICAL DETAIL, SEE SITE PLAN AND
1 i , ~ 3 ; ij 7 ~ I; i ~ ~ INV. OUT =645.17 ~ ~ 8g ' ` - i I ~ ~ ~ " ~ ~ DETAILS BELOW FOR ADDITIONAL INFORMATION
U 1, ~ .6 ~ ~ ~ : ~ ~r 0 ; I~ it 1 0 ~ ~ (F ;.L ,I RAINGARDEN #10 !~I RAINGARDEN #1
I ~ ~ 0.16 AC . n, ~ a ~ .O~ .~C - - _ . I III ~ / f . ~I - ~ i
_ RC r ~ - ~ 1' i %
0, ~ ,RAINGARDEN #12 ~ ~ ~ , , RAINGARDEN 13 ~ ~ ~ - ~ ~ ~ f ~i fi1 # - r , / _ ; ,i- , ~ , ~
~ , ~i~ X11 I ~ 648 3 ~ ~ ~i i - N ~ ~ ~~l - , i ~1 ~ 1 / % •n
RAINGARDEN #9 , ~X; - - ~I %,T 1,. - ;l, i REVISED WET POND BMP
i n o E ~ , .r ~ ~ r . RAINGARDEN #4
_ ~ ~ r PROP. MH 14A r~ - s ~ - _ ~ ;p Q '~i ! A A _ - CROSS-SECTION may. t / , - - / / / /
RIM - 5 _ s,. , '~0 RIM =650.80 ~ ~ ~ ~ ~ ~ R o ~ RAINGARDEN 11 = ~ - Cp # I V. IN 642.17 (C 1~~n _ ~ i
~ 00 ~ ~ INV. IN -644.48 ~ ~ ~ o ~ / V. IN=640.29 (CB 4) ~ NV. OUT =644.28 ~ - _ RISER DETAIL
PROP. DI 9 ' 0 S ~ ~ V. OUT,.-~i4 03 . _ _ if j .
RIM =648.2 ~ - - ~ oy , i / _ ~ ~ - .18 AC ~ 3' 4'x4'xs" SLAB NATN ~ TOP OF RISER FRAME k GRATE
INV. IN =643.44 ~ 0 _ - _ - ~ ~ _ V. OUT =643.24 ' ` _ N ~ ~ - ~ , 3 EWATERING STRUCTURE .
I;~ ' ~ ~ ~ ~ ® ~ RAINGARDEN 14 ~ ; t ENBANKMENT TEMPORARY POOL STORAGE ELEV: 841.25 GARDEN #14
-6~0 0 ~ .073 AC ~ _ - ' 1`~~ RAINGARDEN 5 ' ~ e 4'x4 PRECAST cGNCREiE ~sER
~ ~ , - 1~~ ~ ~ . ~S~ _ ~ 0 111 i, ~ _ ~ 646.90, ANn SEEP cowws E~aow ~ - ~ t' PVC INV ¦ .0 " PROP. DI 5
PROP. DI 11 ~ 648.6 I~ CA ~ - ~ - - - ~ ~ ~ 0.80% ~ 1 .64.20 LF _ . ®0 - ~ ~ ~ti,: 130.30 LF 15, _RCP ~ 15 RCP ' suPPDRT END ~P~ x~TN BLOCIONG ~ _ - i 15 RCP ®,8 RIM -646.8 CATCN BA52i z.
RIM =649.1 ;r---;, ~ = ~ 0~ ~ _ - I~ i ~ t ~ w;~~---,-- ~ ~ O% - NV. OUT =642.05 ~ 5' RCP 7.Bg% DRNN ~ I 2 ~ c. • ..r..
0 ; _ NV. IN =642.91 (DI 10) ''I - „ ~ ~a~ / ~I MIV 8~f , ~ - .90 ~ an.o
- 1 DI 9 r,`~~ ~ ~ r INV. IN -642.9 ( ) , X648. ~ ~o~...;_ U, )g f ;l: _ . V.. ~ r x r x r CONCRETE ANON . 3 PYC PIPE
53~ ~ PROP. HW 146 6 T -642.71 INV. OU 0 w 3' MJ PLUG VALVE INV.~837.50 i
- INV. OUT 639.95 1 AC . 1 'j ~ ~ ~ ~ ' X 13.5 APRON ' (TO REMAIN CLOSED UNLESS MAINTENANCE
~ - 4 DIA. RIP RAP ' BUOYANCY CALCULATIONS IS NECESSARY) PROP. DI 14 - -
_ - ~ , ~ , 647.90 i ~ _ ~ MIN. DEPTH 0---_`.~._. ~ 1 I _ , - ~ - RIM =648.7 ~ ; ~ ~ BMP RISER (PRECAST 4'x4'x4.25' RISER) -UPWARD FORCE _ (RISER AREA){Z)(62.4 PCF) _(16)(4.25')(62.4 PCF) = 4243 LBS
~ ~r / ~ - ~ - - i s i SHELF ~ ~ ~ INV. IN =641.97 (DI 4 DOWNWARD FORCE _ (0)(S)(S)(150 PCF-62.4) _ (t')(T)(T)(87.6) = 4292 CBS, 4292> 4243 USE i'xl~x7~ CONC. ANCHOR ! \ )
;4 ~ ~ _ _ ~ ~ ~y INV. IN =641.54 (DI 5) -
t0, ~ - ~r---- ~ ~ ` INV. IN =643.55 (DI 13) '
- 0 , I INV. OUT =641.34
j 645.50 ~ ~ - - ~ = RAINGARDEN 15 ~ • , _ _ X-SECTION THROUGH WEIR
ii _ _ . _ - ~ - _ . -
0 LF - 15 0 - - ~ 76.0 . . _ P W IR - RIP RA
PROP. DI 15 0% ®0.8 _ _ ~ RCP - _ RIM -645.4 ~ TOP OF WEIR=642.00 10.0' ~ROPO_ ED- 3
_ ~ ~ ~ w INV. OUT -640.90 , RE~~AiNING
~ ~ ~ , _ , ~ ~ 0' WALL STD. 50.02 ~ 1
PROP. FES 15A ~ . " ,INV. OUT 640.29 _ ~ _ - ,INV. OUT 634.0 ' WETLANDS ~ ~ 1. OUT 634.0
_ _ _ \ F C ' ~ - ~iEL~` ' + _ .20.1 ~ 8 x 1 P J. , ' 1.75' A RON - ..STD 6A - - - - .STD. 20,16A • -
' - - . ~~Y X 20' APRON cp~. 3 DIA. RIP RAP 52 15 „ - - ~ ~ _ _ X 20' APRON
"MIN. DEPTH ' - . _ - _ _ 9 DIA. RfP ~RAP_ _ ~ _ DIA~ ~ RIP ~RAP_, N BOTTOM OF WEIR=641.50
i A - ~ ~ - MIN. 14" DEPTH _ J. 14 DEPTH

~ n. I R n .r^---~-...._-- ° tom', .r - 1-- _ . . ' ` \ n \ /
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~ - - - - BASIN STRUCTURE
EX CB TEMP. POOL ~ ~ 4' X 4' PRECAST ~ EX. CB 3 . 55.40 ~ ~ COMPACTED SOIL
~ TC =645.11 ~ \ ELEVATION TC=635.40 ~ ~ ,CONCRETE RISER WITH b ~ _ NV. IN =640.91 EX. ~ ~ 0 ~ ~ INV. IN-633.00 J=633.00 ~ ~
I ( ) f , 1 ORIFICE _ ~ S N INV. IN -640.51 DI 15 P U B Ll C R W INV. OUT=630.50 IUT=630.50 EX ( )
( ) F)O SEE, DETAIL THIS SHEET,, o , n o INV. OUT =640.51 ~ ~''rr ~ss ~ ~ ~ r: ~ ~ ~-fin a ss
~ PERMANENT POND
'0 EX. 24 RC ' WATER ELEVATfiON REVISED BMP TO WET POND ANO STORM OUTFACES ASH 5
~ 640.0 POOL ( ) / / ~ 0' TO R FOR TREE PROTECTION YKB 4 4/25/05 REVISED CON U
v DIMENSIONS 31 X 11 , 3 3 3 D5 REVISED WATER QUALITY BASIN DETAIL ASH
a - - ~ 2 2 11 05 ADDED RETAINING WALL ASH
U 20 0 20 40 60 1 1 31 05 REVISED STORM DRAINAGE ASH
Z LEGEND ~ , N N0. DATE REVISION BY PROJECT N0.
v 0 SHEET TITLE 2so2o7
v Scale: 1" = 20' scALE~~ PLAN = NAGE M DRAT 20 Bc STOR 1 GRADING
PROPERTY LINE - - 0 DATE
1 /17/05
N NOTE: m RIGHT-OF-WAY ----R/W---- ry 1. ALL PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTE IERWISE NOTED. PREPARED BY ~~1111111~~ DRAWN BY
~ii~~ PROJECT MEB ~N CA ~ CHECKED BY
U d CREEK 2. SEE RAINGARDEN SUMMARY THIS SHEET AND RAINGARDEN ~ ~ % AND RIDE RD CREEK PARK o MALLA AINGARDEN ~ ~ SS ASH
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z SEAL CHARLOTTE NC 28262 -
DRAINAGE AREAS RETAINING WALL NOTE: CL BOUNDARY L PE SEALED DRAWINGS FOR RETAINING WALL MUST BE 2893 SHEET NO. ST BE POST, BUCKLER, SCHUH & JERNIGAN ,INC.
SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. CTION. F
5200 77 CENTER 400 EAST TRADE STREET DRIVE, ~ qN ' CHARLOTTE, NC 28217 SUITE 500 ////OREA S
DRAINAGE AREA 0,54 AC PH [phone] CHARLOTTEAR£A TRANS17SYS7£M CHARLOTTE, NC 28202
a FAX [phone] ~~II I111 WWW.P~SJ.COM I ! I

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~ A, RISER B SIN PRIOR` TO
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`DETAIL SHEET C4001 ~ ~ f e \ I ; ~ SLOP IMMEDIATELY: w. l r TOTAL DISTURBED AREA 2.43 ACRES I ~
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i ~ ~ ~ ~ ~ ~ ~ i I : , I ~ ~ I ~,U~, ~ fs~, ~ LEGEND
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1 ~ I ~ ~ ~ i l CMLDS STD. N0. 30.06
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t ~ ~ , ~ • ` ,i' CMLDS STD. N0. 30.09 /FEMP.
\ DIVE SION • ~ F3 GRAVEL ENTRANCE
~ , w....... 'DITCH TO ~ CMLDS STD. N0.30.11 i t ~ ` ~ r ~ i
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: DO NOT DIS B~•
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• 4~ SAWCUT, REMOVE, & CONSTRUCTION I ~ SILT,FENCE (TYP.) s ~ ISPOSE OF 21.026 SY ,c)~,. •`a ~ REMOVE AND R~LACE ~ RMANENT 5~TORMWATER MANAGEMENT BASIN ~ , LACE PE ~ ~
s Q ENTf~ANCE (TYP.) SAWCUT, REMOVE, & DISPOSE OF , • OF EXIST. CONC. CURB SIDEWALK AS NEEflED ' ~ AFTER SITE IS S ABILIZED SEE DETAIL SH~ T DED 1 ( ~ \ ~ ~ -
58.97 SY OF EXIST. CONC. SIDEWA ~ ~ ~ LK 'FOR STORMWATER ~ v ~ & GUTTER ~ ~ C200) \ ~ ~ n \
' 1 j PIPE INSTALLATION J 15 ALUMINIZED CMf~ RISER BARREL TO BE \ \ ~ ' 4 5 16 05 REVISED BASED ON DWO COMMENTS ASH > > ~ ; ,
' l PROTE fi AND/OR RELOCATE i REMOVED AND 4 X' 4 RISER STRUCTURE 3 2 15 05 REVISED PER NCDENR COMMENTS ASH r ~ 2 2 11 05 REVISED DENUDED LIMITS ASH
3 UNDE: GROUND TELECOMMUNICATIONS . INSTALLED DURING -CONVERSION OF POND f C~~ 1 2 2 2005 REVISED PER NCDENR COMMENTS ASH
~ LINE AS NECESSARY.000RDINATE ~ f , ~ SEE SEDIMENT RISER DETAIL SHEET C400 ~ N0. DATE REVISION BY
~ ' W ;"UTILITY CO. ` PROJECT N0, - - - J SAND BAG INLET-SSE DETAIL SHEET C400 ~ HEET TITLE
3 - - S 290207 SCALE ~
i , m NOTE: / ~ ~ ~ ~ EROSION CONTROL AND - 1 20
1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING 4. PRIOR TO CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR DEMOLITION PLAN °A'~
WELLS HAVE BEEN ABANDONED PROPERLY. COORDINATING WITH DUKE POWER REGARDING THE PROTECTION 1 /17/05 PREPARED BY I l l i l DRAWN BY
~ IF WELLS HAVE NOT BEEN ABANDONED PROPERLY, AND/OR RELOCATION OF EXISTING POWER POLE IN PARKING 3 CONTRACTOR MUST ABANDON WELLS PER ISLAND ON SOUTHSIDE OF PROPERTY. ~~~~ti~ ~~/~i~ PROJECT MEB
y 15A NCAC X.0113 REQUIREMENTS. CAR ( CHECKED BY
® 2. CONTRATOR IS RESPONSIBLE FOR REMOVAL OF 20 0 20 40 . ~ % C PARK AND RIDE MALLARD REEK 40 60 ~ESS~ ~ ASH
4 CT()1 i/~TI If]r ArllAl AAIT[` ~n : e~ . _ 1712 J.N. PEA.S'F PI,ACPF DRAWER N0.
J I fRvki I VI'CC I"CIVIIYl1IV 1 J. II= CHARLOTTE, NC 28262 -
3. TEMPORARY COVER CROP OF GERMAN MILLET SHALL BE SAL _ - SHEET NO.
INCLUDED IN THE PERMANENT SEED MIXES. SEEDING SHALL "s Scale: 1" = 20' a BE DONE AS SOON AS POSSIBLE AFTER MAJOR CONSTRUCTION A HUH S JERNIOAN, wc. POST, BUCKLEY, SC ~r
ACTIVITIES THAT ARE DISRUPTIVE TO GERMINATION HAVE BEEN 5200 77 CENTER DRIVE, SUITE 500 •.,G 400 EAST TRADE STREET INE,. F~~`
COMPLETED. ALL AREAS THAT ARE DISRUPTED SHALL BE CHARLOTTE, NC 28217 PH (704 522-7275 S. NP ;CqAPAX 704 525-2838
a RE-SEEDED. SEE LANDSCAPE PLANS FOR SEED MIXES. CHARLOTTE, NC 28202
WVWV.P~SJ.COM III I I I I I1~~
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7

GENERAL NOTES: EE~~SION CONTROE NOTES
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, nND STRIPPED OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR 7HE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
i' rREEBOARD ORGANIC MATERIAL OR OTHER 08JECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING SEE STD. No. 30.03 FOR GENERAL NOTES CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD 8E LINED AND/OR RIPRAPPED. FILL SLOPE 1. ~I L "STD." NUMBERS REFER TO THE MECKLENBURG LAND
TOP OF DAM _ DESIGN HIGH-WATER 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO~ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DE11 LOPEMENT STANDARDS MANUAL. i
SPILLWAY CREST L FoR LENGTH sPILLwnY DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT Will NOT ERODE. 2. I~)TAL SITE ACREAGE = 3.00 AC
REMOVABLE TRASH RACK IS oPrlorlAL 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
FOR EASE IN MAINTENANCE. ~ WELDED TO CMP RISER 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. z' MI 3. TOTAL DISTURBED AREA = 2.63 AC
-ANTI-VORTEX PLATE TRASH RACK 2 2 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER, COMPACTED BERM
RISER CREST ~~-~~~f- I ~ ~ 1 7, SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH EROSION CONTROL AND STABILIZATION. F1N1sH 4. GRADING & CONSTRUCTION ACTIVITIES ARE TO BE PHASED SUCH THAT
' = cMP PERFORATED RISER 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM SEDIMENT CLEAN our ELEV. - STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOUI..D ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND NAruRA~GRgoe THE SEDIMENT BASINS ARE MAXIMIZED AND REMAIN IN PLACE FOR AS GROUrvp LONG AS POSSIBLE. DURING CONSTRUCTION, IT IS THE RESPONSIBILITY OF
(REF. NOTE-3, STD. NO. 30,D3) ~5 WASHED RIP-RAP APRON STONE FILTER SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS.
N 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN THE CONTRACTOR TO INSTALL ADDITIONAL DIVERSIONS AS NECESSARY TO CONVEY ALL POSSIBLE RUNOFF INTO THE BASINS, NO SEDIMENT BASIN IS
CLEAN ouT DISCHARGE PIPE (BARREL DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. Es. TO f~E REMOVED UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS
~ STAxE ) RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF bRAINAGE AREA. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BEEN STABILIZED AND THE INSPECTOR HAS GIVEN HIS APPROVAL.
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE RASED ON A 10 YEAR STORM. BOTTOM OF BASIN Nqr
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES o SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. ~Rq~ 5. ANY EXISTING STRUCTURES ARE TO BE DEMOLISHED AND DISPOSED OF WIDTH AND cROU ACCORDING TO MECKLENBURG COUNTY STANDARDS AND SPECIFICATIONS.
12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASWS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED DEPTH TO BE DESIGNED NO
CONC. ANCHOR ANTI-SEEP COLLARS - -I SIZE, QTY. AND SPACING vARIES SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. BY ENGINEER (i' MIN) 6. CONTRACTOR SHALL INSTALL SEDIMENT CONTROL FENCE, SEDIMENT
S 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. BASINS, AND TEMPORARY DIVERSION DITCHES PRIOR TO CLEARING
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, OPERATIONS. DURING CUT/FILL OPERATIONS, THE CONTRACTOR SHALL
DATA BLOCK HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. NOTE: RE -ESTABLISH DEVICES AS REQUIRED. ALL CONTROL DEVICES SHALL BE IN
RISER BARREL BARREL SE01MENi 15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED BY SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILLBE REQUIRED. DIAMETER DIAMETER SLOPE D S Y H Z L STORAGE REQUIRED 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%. PLACE AT THE END OF EACH WORK DAY.
3,852 HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HAS BEEN 2. SILT FENCE MAY BE REQUIRED BEHIND BERM i. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL
15" t5" 7.69% t' 2' 5' 4' 3' 10' .(CF) ESTABLISHED. REVISIONS 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT
DATA BLOCK TO BE COMPLETED BY DESIGNER AND SUBMITTED WITH EROSION CONTROL PLANS. REVISIONS PERMIT FROM THE ZONING ADMINISTRATOR. N0. DATE DESCRIPTION
REVISIONS ND. DATE DESCRIPTION THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER N0. DATE N0. DATE DESCRIPTION 1 10/95 DELETED NOTES 17 IS NOT PROVIDED. 1 10/95 1 10/95 ADDED NOTE 1 8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN S A
t to/s5 woEO 'x• COL FD DATA BLOCK NOTE. AND PART OF 14 5/96 DGI. REFERENCES 8 DATA BLOCK 2 5/99 REVISED NOTE 2 VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
n/oe ADDED NOTE 1. THE RISER/BARREL SHALL BE i?tSIGNED TO CARRY THE 2-YEAR STORM 3 6/200D REVISED NOTES 7,9,15&16 2. SEE STD. N0. 30.03 FOR GENER4L NOTES APPROVED DATE APPROVED DATE APPROVED DATE SUBJECT TO A FINE.
ADDED NOTE 17
CHAR: CHARLOTTE -MECKLENBURG CHARLOTTE MECKLENBURG CHARLOTTE -MECKLENBURG 9. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
LAND DEVELOPMENT N LAND DEVELOPMENT GENER T - E I SD R . AL NO ES S DIMENT BAST S N STD. ND. N V 114ENT CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL LA D DE ELOP ~
RISER TYPE SEDIMENT BASIN REV. STANDARDS 30.01 STANDARDS 30.03 REV. ~ STD. No. REV. ORDINANCE AND IS SUBJECT TO A FINE. STANDARD 30.05
10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
NOTES: CONSTRUCTION SEQUENCE SEf-DING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
1. A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED AGGREGATE STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE SILTSACK® _TSACK® DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. SPECIFICATIONS :CIFICATIONS OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. NOTE: THE SILTSACK WILL BE MANUFACTURED FROh IuFACtuRED FROM A wovEN PoLYPROPYLENI 1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDENR. SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWIN :os THE FouowlNG SPECIFICATIONS. OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED 2. SET UP A ON-SITE PRECONSTRUCTION CONFERENCE WITH WITHIN 30 DAYS.
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL CK ® LAND QUALITY SECTION, MOORESVILLE REGIONAL OFFICE PRIOR
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. EXPANSION REGULAR FLOW SILTSACK RESTRAINT (FOR AREAS OF LOW TO MODERATE PRECIPITATION AI PRECIPITATION AND RUN-OFF TO STARTING CONSTRUCTION, 11. ALL SLOPES MEASURING 3:1 OR STEEPER ARE TO BE STABILIZED
A. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO E'UBLIC STREETS MUST BE REMOVED IMMEDIATELY. USING NORTH AMERICAN GREEN S75BN EROSION CONTROL MAT (OR
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN PROPERTIES 1ESiMEiHOD UNITS >?oo uNlTS 3. INSTALL SEDIMENTATION CONTROL DEVICES (SILT FENCE, INLET APPROVED EQUAL). ALL EROSION CONTROL MAT IS TO BE INSTALLED PER
WASHING IS REQUIRED, 1T SHALL BE DONE IN AN AREA STABILIZI.11 WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. N0. 30.118. GRAB TENSILE STRENGTH AS~ PROTECTION, SEDIMENT RISER BASIN, ETC.) AS SHOWN ON MANUFACTURER SPECIFICATIONS.
ASTM D-4632 30o I Hs PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE asrM D-4632 20 DEVICES. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. i(1.24 & 10.25) TO ~ ~ GRAB TENSILE ELONGATION AS~ ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE. PUNCTURE AS' ASTM D-4833 120 I BS
MULLEN BURST AS' TRAPEZOID TEAR AS' ASTM D-3786 Soo hsl WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. REQUIRED BY A REPRESENTATIVE OF THE CITY/COUNTY ENGINEERING AsrM D-4533 12o Les NEEDED REPAIRS WILL BE MADE IMMEDIATELY. DEVICES SHALL BE DEP,4RTMENT.
UV RESISTANCE AS ASTM D-4355 so MAINTAINED ACCORDING TO THE NC EROSION AND SEDIMENT
1GO' MIN. APPARENT OPENING SIZE AS~ PUBLIC STREET FLOW RATE AS ASTM D-4751 40 US SIEVE asTM D-4491 4o cAL/MIN/sq FT CONTROL PLANNING AND DESIGN MANUAL. 13. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
PERMITTIVITY AS ASTM D-4491 0.55 SEC -1
EXISTING GROUNO'I z 4. CONTACT LAND QUALITY SECTION, MOORESVILLE REGIONAL 14. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
~ SOIL STABILIZATION FABRIC H-FLOW SILTSACK ~7 OFFICE FOR ON-SITE INSPECTION. WHEN APPROVED, LAND EXCEEDING ONE ACRE WHICH WAS NOT INCLUDED IN A PREVIOUSLY
`0 UNDER 2-3 INCH WASHED AGGREGATE STONE (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION QUALITY SECTION, MOORESVILLE REGIONAL OFFICE ISSUES THE APPROVED GRADING PLAN. JY PRECPITATION AND RUN-oFF) GRADING PERMIT, BEGIN CLEARING AND GRUBBING AFTER PERMIT
ISSUANCE. 15. ALL SEDIMENT & EROSION CONTROL DEVICES SHALL BE CONSTRUCTED
100' Mm PROPERTIES iESi METHOD UNIi~ Hoo uNl1s IN ACCORDANCE WITH THE GUIDLINES SET FORTH IN THE MECKLENBURG
~ GRAB TENSILE STRENGTH AS 5. INSTALL DI #16 AND 36" RCP AS SHOWN. LAND DEVELOPMENT STANDARDS. ASTM D-4632 265 LBS
w GRAB TENSILE ELONGATION AS ASTM D_4632 20 ~ 6. PERFORM ROUGH GRADING FOR SITE. ~ 16. ARMY CORP OF ENGINEERING PERMIT #404 OR #401 REQUIRED FOR
w PUNCTURE AS F- MULLEN BURST AS ASTM D 4833 135 LBS ASTM D-3786 420 PSI GRADING IN LAKE BED, STREAM, OR WETLAND, (CATS WILL BE HANDLING
Z ~ ~ TRAPEZOID TEAR AS ASTM D-4533 45 Les 7. INSTALL SANITARY SEWER AND WATER. OBTAINING ARMY CORP OF ENGINEERING PERMIT FOR THIS PROJECT).
~ U ~ UV RESISTANCE AS ~ ~ APPARENT OPENING SIZE AS ASTM D-4355 90 r ASTM D-4751 20 US SIEVE
m FLOW RATE AS ASTM D-4491 20o GAL/MIN/sQ Fr 8. INSTALL STORM DRAINAGE SYSTEM. CAP DRAIN LINE INVERTS
REVISIONS ~ NO. DATE DESCRIPTION 4. PERMITTIVITY AS ASTM D-4491 1.5 SEC -1 FROM RAIN GARDENS AT DROP INLET STRUCTURES. DO NOT
1 8/95 WASHED STONE SIZE - INSTALL PERFORATED RAIN GARDEN DRAIN LINES UNTIL RAIN FILTER FABRIC TO _
i 7/00 DELETE NOTE 6 GARDENS HAVE BEEN EXCAVATED. IMMEDIATELY PLACE SILT BE PLACED BETWEEN
APPROVED DATE SACKS AT DI 7, 6, 9, 10, 11, AND 15 TO PREVENT SILT FROM FRAME AND GRATE ENTERING STORM DRAINAGE SYSTEM.
SAND BAGS AS
CHARLOTTE -MECKLENBURG USE ACF ENVIRONMENTAL SILT SACK OR EQUIVALENT .NT 9. PERFORM FINE GRADING FOR SITE. REQUIRED (TYP.)
LAND DEVELOPMENT STABILIZED CONSTRUCTION ENTRANCE REV.
STANDARDS 30,11A 10. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED
GRADE. (SEE SEEDBED PREPARATION NOTES, SEEDING FLOW ''"'R~~~=~~' `'1~~~'w' FLOW
SPECIFICATIONS, AND EROSION CONTROL NOTES NUMBERS 9, 10, ~,k~i~E'S~~`u :+"'~j;~'-'•~r,Yn r-
& 12).
11. INSTALL CURB AND GUTTER AND CONCRETE FLUMES TO RAIN
GARDENS. INSTALL STONE BASE AND INTERMEDIATE ASPHALT
STEEL POST 8' MAX, STEEL POST fEEI POST COURSE.
WIRE FENCING WIRE FENCING 'E FENCING
12. REMOVE SILT SACKS AFTER UPSTREAM AREAS HAVE BEEN
z FILTER FABRIC ~ ~ PAVED AND STABILIZED. 'ER FABRIC
SEE APPROVED TREE I NOTES: WOVEN FlLTER FABRIC w 1~ - a ~ ~ I~
PRESERVATION PLAN FOR ~ L~ \ 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. n w a OQ~ REQUIRED RADIUS ~ ~ 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. o io 5~ e~ 13. EXCAVATE FOR RAIN GARDENS. INSTALL PERFORATED DRAIN - 5~° LINES AND RAIN GARDENS. -
OF TREE BARRIER _ 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION a Fx~~ STANDARDS MANUAL FOR GENERAL SPECIFICATION REGARDING
TREE PROTECTION. o - 14. REMOVE SILT AND CONVERT SEDIMENT RISER BASIN TO
I a ANCHOR SKIRT 6" MINIMUM WATER QUALITY BASIN. IR SKIRT 6" MINIMUM
- I IN LIEU OF BURYING SKIRT, r ff t - J OF BURYING SKIRT, s° of 15. PLACE ASPHALT SURFACE COURSE. - -III-III-I I - -
- ~5 WASHED STONE MAY BE ~ OVER TURNDOWN. SHED STONE MAY BE USED I I I I III TURNDOWN.
16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
~ GENERAL NOTES: STEEL POST STEEL POST N ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL BAGS SHALL BE PLACED ON SIDE(S) THAT
1. FILTER FABRIC FENCE SHALL 8E A MINIMUM OF 32" IN WIDTH ANO SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. WIRE FENCING __l PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, US FLOW ENTERS THE STORM STRUCTURE, RE FENCING
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN Z FILTER FABRIC d ~ FOR A PERIOD OF MORE THAN 30 DAYS. ~ SOIL CONSERVATION SERVICE, CHARLOTTE-MECKLENBURG LAND fER FABRIC DEVELOPMENT STANDARDS, AND THE CHARLOTTE-MECKLENBURG
~ ~ w ~5 WASHED STONE 3. STEEL POSTS SHALL BE S'-0" IN HEIGHT AND BE OF THE ~ ~ ~ WASHED STONE ENGINEERING DEPT. SAND BAG INLET
T SELF-FASTENER ANGLE STEEL TYPE. w m oQ a _ ~ ~ y`' oQV'
~ ~ti,~ 4. WIRE FENCING SHALL BE AT LEAST X10 GAGE WITH A MINIMUM OF ° Ex~~ SAND BAGS AND FILTER FABRIC ,~~h 17. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY ( v
I ' ~ I 6 LINE WIRES WITH 12" STAY SPACING. MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO
0 5, TURN SILT FENCE UP SLOPE AT ENDS. o PLAN VIEW OF ROOT ZONE 6, WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: ANCHOR SKIRT CONTACT WITH THE COUNTY INSPECTOR SO THAT PERIODIC tiNCHOR SKIRT INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 6" MINIMUM i° MINIMUM CONSTRUCTION.
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET OR LESS AWAY MAINTENANCE NOTES:
o FOR PRUNING SEE ONE FOOT FOR EACH 1, FILTER BARRIERS SHALL BE INSPECTED 8Y THE FINANCIALLY
NATIONAL ARBORIST INCH OF TRUNK DIAMETER w 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE o ASSOCIATION SPECS. OR i/2 HEIGHT OF TREE ? (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH 2 2 15 05 REVISED PER NCDENR COMMENTS ASH
°o WHICHEVER IS GREATER w (REFER TO SWIM BUFFER GUIDELINES). RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. C? ~ ANY REPAIRS NEEDED SHALL 8E MADE IMMEDIATELY. 1 2 2 05 REVISED PER NCDENR COMMENTS ASH
6 MINIMUM WIDTH o 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END ~ ~ FOR 2' CAL. TREES OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE vD N0. DATE REVISION BY
~ ~ ~ 6" BARK REVISIONS FABRIC SHALL BE REPLACED PROMPTLY. @ 1 - ULCH, PROJECT NO. SHEET TITLE 2so2o7
m LiREE LIMB ' ' 1 MACE BARK NO. DATE DESCRIPTION ~ I REMOVAL DEAD TREES AND SCRUB OR UNDER o i 8/95 REVISED NOTE 3 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. m GROWTH SHALL BE CUT FLUSH WITH I MULCH AT AREAS HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMNNING IN SCALE
S ADJACENT GRADE. NO GRUBBING NOT PROTECTED 2 10/95 REVISED MAINTENANCE PLACE AFTER THE SILT FENCE IS REMOVED SHALL 8E DRESSED TO CONFORM o BY BARRIER. NOTES 1 AND 3 EROSION CONTROL DETAILS & J N.T.S.
ALLOWED UNDER DRIP LINE. TO THE EXISTING GRADE, PREPARED AND SEEDED. N 3 11/99 REVISED NOTES 4,5,6,&7 APPROVE[ APPROVED DATE NOTES °A'~
0 2x4" STANDARDS + 1x4" RAILS 01 /17/05 PREPARED BY `1111111] DRAWN BY
N REVISIONS DR ORANGE sAFETY FENGING a CHARLOTTE - MECKLENBU t- N0. DATE DESCRIPTION MAY BE USED. RG ~~ii, PROJECT MEB
- - - - LAND DEVELOPMENT -I I -III- - I- -III--I - - - - - TEMPORARY SIT NCE STD.P L FE CARP ~j~ CHECKED 8Y STD. N0. REV. . ~ % MALLARD CREEK PARK AND RIDE
l I-1I I-1 1 1.I I I: I I_I I1. cTeNneRnc ~ ~ . ~ • ~ES~r~, . ti~,_ ~ a~N
Jo.c 30.06E 1712 J.N. PEASE PLACE DRAWER NO.
APPROVED DATE
289 3 SHEET NO.
Lai SEAL CHARLOTTE NC 28262 - POST, BUCKLEY. SCHUH & JERNIGAN, INC.
g CHARLOTTE - MECKLENHURG LAND DEVELOPMENT TREE PROTECTION DETAIL 400 EAST TRADE STREET 5200 77 CENTER DRIVE, SUITE 500 ~i NC'1NE.'
~ STANDARDS 40.0 CHARLOTTE, NC 28297 1,/ +1 PH (704 522-7275 REA S. CHARLC7T£AREA TRANSIT BYST£M
CHARLOTTE, NC 28202 F704525-2838 525-2838 1 1 WWW.PLSJ.COM 111111

1/8" RADIUS -----,C \ JOI INT SEALER
a 1/i' TO U4'
a
pq
a
q
JOINT FILLER
1Jr
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
OF CURB
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'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
DISTRICT WILL BE DETERMINED BY THE CITY/COUNTY ENGINEER.
4. WIDTH OF SIDEWALKS ON NON -THOROUGHFARE STREETS SHALL
BE A MINIMUM OF 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
I F
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
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES
ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) 1.ALL 12"x18" ACCESSIBLE SIGNS (R7 -8a & R7-1)
w SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
v
MOUNTING
F PLACED IN ANEREDUCED
AREA
5BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
N CURB &GUTTER 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
PROPOSED 4" CONCRETE SIDEWALK DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
DETAILS SHOWING EXPANSION JOINTS RAMPS ARE REQUIRED AT LOADING ZONE AREA
IN CONCRETE SIDEWALK
APPROVED DATE
CONCRETE SIDEWALKS R
0.22
CONTRACTION JOINT
SEE STD. 10.17B GENERAL NOTES
2'-6" CURB AND)GUTTER
1'-6" CURB AND GUTTER
{....................................................................l*%%%%%%.:.................. ' :�::.......
NOTES:
1. TRANSITION TO BE ALONG BACK OF CURB.
I NO. I DATE I DESCRIPTION I
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
PLAN VIEW
1/2"
RADIUS
LPADIUS
.� 1/8" RADIus
. . '.. a.:
h
o �° •-1
<.6
a.
l'-6" CURB AND GUTTER
APPROVED DATE _
CURB TRANSITION
2'-6" CURB AND GUTTER TO
V-6" CURB AND GUTTER 110.2
NOTES:
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT
OF TRANSPORTANTION (CDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED
INTERSECTION OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION
IS PROPOSED BASED BY CDOT ON A TRAFFIC IMPACT/SIGNAL WARRANT
STUDY, A FULL DEPTH ASPHALT PAVEMENT (2 IN. 1-2, 6 IN. HB) IS REQUIRED.
THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100 -FOOT
MINIMUM) TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFlC
SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY
BASED ON A TRAFFIC STUDY OF CURRENT CONDITIONS.
2. A CONCRETE GUTTER TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL
LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY
TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTION.
3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM
ENTERING DRIVEWAY.
4. FOUR (4) FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS
DRIVE IF THE DIRVEWAY GUTTER SLOPE IS GREATER THAN 2%.
?+4�
,
SECTION A -A
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
RIGHT OF WAY
ACCESSIBLE RAMP - STANDARD
NO. 10.31A OR 10.32A (TYPICAL
EACH SIDE) -�
1'-6" CURB AND GUTTER
(STANDARD NO. 10.17A)
VARIES - MINIMUM ENTRANCE FOR 2 LANES
OF TRAFFIC IS 26' FACE TO
FACE OF CURB.
TRANSITION FROM 2'-6" CURB
TO V-6" CURB AND GUTTER IN
20'-0" PER STANDARD NO. 10.20
1/2" EXPANSION JOINT (TYPICAL
END OF EACH RADIUS)
GROOVE JOINT PER STANDARD
NO. 10.17B.
2'-6" CURB AND GL
_ (STANDARD NO. 10.1
4' CONCRETE GUTTER
�-+► A to
GROOVE J INT >/
�-A
CONSTRUCTION JOINT
OR GROOVE JOINT
TRANSITION FROM 7" DEPTH AT LIP
TO 10" DEPTH AT 4' CONCRETE GUTTER APPROVED DATE _
TYPE III DRIVEWAY ENTRANCE
10.2
NO i PARKING
1 PARKING
rt ANY BUS
TIME STOP -�
R1-1 R7-1 R5-2 R7-1-25
30 x 30 12X18 24 x 24 12X18
20.14 20.23 20.23 20.27
SIGN TYPES TO BE FURNISHED & INSTALLED BY CONTRACTOR IN ADDITION TO
TO ACCESSIBLE PARKING SIGNS
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
1 1/2"
-y r 1 51 1 1 5/8"
O
O
G 0
0
M
N �
IO
� 1'-4 1/2
5 1'-7
-7
1 8" --II---
PLAN OF GRATING
CAST IRON
1'-7 5/8"
2", 1" DEPRESSION r�
SECTION G -G
1�- 2'-3 1/4*
2„
SECTION H -H
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
H
G
H
SIGNAGE-----,, ACCESSIBLE ROUTE
© ® © (SEE NOTE 3)
SEE STD. NO
50.09 FOR
DETAILS
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
R7, -8e MUTCD RESERVED
ACCESSIBLE 1 PARKING PARKING
12 x6
R7-1
12"x18" MUTCD
DISABLED R7 -8a
RESERVED PASSENGER 12"x18"
PARKING MUTCD
R7 -8a LOADING
12"x16" ONLY
REQUIRED ACCESSIBLE MAXIMUM R7 -8D
12"x9"
RESERVED PARKING SIGN PENALTY
$ 250
MAXIMUM R7 -8D
PENALTY 12•x9. SEE STANDARD N0. 50.110C FOR
$ 250 SUPPLEMETAL SIGN DETAIL
SEE STANDARD NO. 50.108 & 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS5D. NO.
E E 1.
2.
io
I
iv 3.
4.
2
3'-6"
PLAN OF FRAME
CAST IRON
SECTION E -E
1/8'1/8"
2'-3 3/4" 1
t/8
2-2 "
" /
1/8" 3/4" t 8"
4 2
2 1/8" h --2'-1 3/4____� 2 1/8"
2'-6"
SECTION F -F APPROVED DATE
E�
MAXOMUNI
PENALTY
GS20-37.6
R7 -8D
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
SIGN APPROVED FOR USE
UNDER GENERAL STATUTE 20-37.6
R7 -8D PENALTY SIGNS ARE REQUIRED TO
ACCOMPANY ALL R7 -8o PARKING SIGNS
FRF(`TFII ALTFR IIFf:F6ARFR -%1 1000
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
NOTES:
CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
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.
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.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC
2 1/8" WILL BE NECESSARY UNDER RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
NOTE:
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. 50.110B)
-3/8" (TYPICAL)
3/8" (TYPICAL)
VAN
ACCESSIBLE -SIGN R7 -8e
RESERVED
PARKING
-SIGN R7 -8a
MAXIMUM
PENALTY -.-SIGN R7 -8D
$ 250
FINISHED GRADE
OF1111
III1Ill-i
APPROVED DATE -
SUPPLEMENTAL ACCESSIBLE
SIGN (R7 -8D) 50.1
II MUST BE STABILIZED. NAIUKAL Glwue
DESCRIPTION
FRAM E AND GRATE CHARLOTTE - MECKLENBURG
FOR DROP INLET LAND DEVELOPMENT
20.14 a STANDARDS
TRUNCATED DOMES COLORED
PER STD. NO. 10.356
3'-0" MIN. CONTINUOUS PASSAGE_\ - I
BACK OF WALK
m
1
rIDIEXPWALK
BACK OF CURB
.tJOINT C C P. JOINT
A�
-A
FLOWUNE
6'-0" 4'-0" GUTTER UP
FACE OF CURB CONTINUE JOINT AT
5' TRANSITION FROM 4' WALK PLAN VIEW -PARALLEL RAMP BACK OF CURB
TO 5' WALK. ALL WALKS MUST
BE A MIN. 5' WIDTH AT RAMP. WITHOUT PLANTING STRIP SLOPE "A" 12:1
SLOPE "B"
SLOPE "C"
SIDEWALK BACK OF WALK
EXP. JOINT 3'-0" MIN. CONTINUOUS
PASSAGE
a
BACK OF CURB
FACE OF CURB
C B C 9�s FLOWUNE
t I CF
A- i IL -►-A
GUTTER UP
EXP. JOINT
CONTINUE JOINT AT
BACK OF CURB
REVISIONS 6 0" 4'-0 6 -0" TRUNCATED DOMES COLORED
0. DATE DESCRIPTION DIMENSIONS AT BACK OF CURB PER STD. NO. 10.356
1 12/98 SLOPE "C"
z 8/00 ADDED NOTE PLAN VIEW -DIAGONAL RAMP WITHOUT PLANTING STRIP
T_ 6/03 REVISED NOTE
APPROVED DATE
CHARLOTTE - MECKLENBURG ACCESSIBLE RAMP STANDARD WITHOUT
LAND DEVELOPMENT
STANDARDS PLANTING STRIP 2'-6" CURB AND GUTTER 110.32AI
4" WHITE PAINTED LETTERS, TYP.
AL DIMENSI NS TYPI AL
O
o `n
N j
C C C C C
1.00
3.25
PAVEMENT MARKINGS FOR COMPACT SPACES
N.T.S.
E�
MINIMUM H=2/3 PIPE DIAMETER
SECTION B -B
APPROVED DATE
RIPRAP APRON AT PIPE OUTLETS ST _ D. R
20.23
3/4" OPENINGS FOR NO. 5 BARS "
N0. 5 BARS -
i
Q q .Q e'.�
- .
. a
4. '
2" CLEAR 14" 15" 14" 15" 14"
6'-0"
(2) 2'-5" N0. 5 BARS, DRIVE BARS
1-1/2" BELOW TOP OF STOP
3-3/4" 3"
2 N0. 5 BARS
a.
,.
2-1 /4" ►I
PRECAST CONCRETE WHEELSTOP
NTS
NOTE
RAIN GARDENS NO. 3 & NO. 6
TO HAVE A 3' WIDTH ON FLUME.
U
DIMENSIONS (INCHES)
A
B
C
D
E
I F
I G
H
J
K
L
12
6
1 3/8
1 3/13
1-1/2
1-1/2D
1/2
1 1D
2-1/2
4
1-1/2
+ INCREASE SPACING 50%
D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
LIONS SERIES D LETTERS
DESCRIPTION
1&8e/Change Signsi LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
SIGN R7 -8e
SIGN R7 -8a
SIGN R7 -8D
FINISHED GRADE
1,'T
=J9
III II
APPROVED DATI
SUPPLEMENTAL ACCESSIBLE
SIGN (R7 -8e)
0.1
TACK COAT (PLACE 1 1/2" SURFACE COURSE (S-9.513), TYPE B
JUST PRIOR TO FINAL --►Ez
1 1/2" SURFACE COURSE) 2" INTERMEDIATE (1-19.0)
M7" AGGREGATE BASE COURSE (ABC)
r- COMPACTED SUBGRADE
r--T=Tr�=
TYPICAL BITUMINOUS PAVEMENT SECTION
PAVEMENT NOTES:
1. REFER TO SUPER PAVE SPECIFICATIONS BY NORTH CAROLINA 5. THE PAVEMENT DESIGN IS BASED ON AN
DEPARTMENT OF TRANSPORTATION (NCDOT) "STANDARD SPECIFICATIONS ESTIMATED CALIFORNIA BEARING RATIO (CBR)
FOR ROAD AND STRUCTURES". VALUE OF 4%, IF THE SOIL TYPE OF THE
UPPER TWO (2) FEET OF THE FILL UNDER
2. A THICKNESS TOLERANCE OF ±0.25 INCH FOR THE ASPHALTIC PAVEMENTS IS CONSIDERED DIFFERENT, A
COURSE BASE SHALL BE UTILIZED AS THE THICKNESS ACCEPTANCE AND LABORATORY CBR TEST SHOULD BE PERFORMED
PAVEMENT CRITERIA. AND THE PAVEMENT SECTION SHOULD BE
REEVALUATED IN WRITING BY A GEOTECHNICAL
3. WHERE PRACTICAL, THE PAVEMENTS SHALL BE PLACED/ ROLLED ENGINEER FROM PSI.
WITH JOINTS PERPENDICULAR TO SURFACE WATER RUNOFF. 6. ALL PAVEMENT MATERIALS AND
4. ANY GAPS BETWEEN ADJOINING PAVEMENT SECTIONS SHALL BE CONSTRUCTION PROCEDURES SHOULD CONFORM
SEALED TO PREVENT INFILTRATION OF WATER INTO THE PAVEMENTS TO NCDOT AND/OR APPROPRIATE CITY OR
SUBGRADE. COUNTY REQUIREMENTS.
ELEVATION
ACCESSIBLE SIGN POST
AT ACCESSIBLE PARKING
ONLY (AS SHOWN ON PLAN)
ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
1
M
N 1/4" PER FOOT N 8" WHEEL STOP
+• `a AT ACCESSIBLE
*:.
PARKING ONLY
6" ®S.W. -r. +4 .q 1 (AS SHOWN
'aa� ...e ON PLAN)
ACCESSIBLE �.; 4
PKG. 6" . ' e .
SIDEWALK 4'-0"(±6' 0 ACCESSIBLE PKG. 9
CURB GUTTE
TYPICAL RAMP �_ SECTION
TYPICAL FLUME DETAIL
NTS
NOTE
CONTRATOR IS TO UTILIZE THE FOLLOWING CHARLOTTE MECKLENBURG LAND
DEVELOPMENT STANDARDS FOR INSTALLED STRUCTURES IDENTIFIED ON SHEET
C400:
20.09 BLOCK MANHOLE, 20.10 MANHOLE FRAME AND COVER, 20.13 BRICK DROP
INLET, 20.14 FRAME AND GRATE
PREPARED BY
��H CAR
�o " S/
SEAL
i2�933os''
POST, BUCKLEY, SCHUH & JERNIGAN, INC. l
•
5200 77 CENTER DRIVE, SUITE 500 /moi •��' I NE�� . ����
CHF17
FAX �04 525 2838 011111100 WWW.P�SJ.COM
ACCESSIBLE RAMP SECTIONS WITHOUT PLANTING STRIP
V-6" CURB AND GUTTER
WITH SIGN POST & WHEEL STOP AT ACCESSIBLE PARKING
3 5/6/05 REVISIONS PER CDOT COMMENTS
ASH
2 29 05 PER CITY OF CHARLOTTE -REVISED DRIVEWAY ENTRANCE & BUS STOP SIGN
ASH
1 2711705 REVISED PER CATS COMMENTS
ASH
NO. DATE REVISION
BY
SHEET TITLE
SITE DETAILS
AND NOTES
PROJECT NO.
290207
SCALEN.T.S.
°A 01 /17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
DRAWN BY
SLB
Bhp BY
DRAWER NO.
-
400 EAST TRADE STREET
AF
CHARLO7TEARF54 TRANS/T3Y3TEM CHARLOTTE, NC 28202
SHEET NO.
0401

S
BL
VF R/'111V V/1RlJCIV LIIV11 I J
PLAN
N.T.S.
Zia
BACK OF CURB
EDGE OF PAVEMENT
IMPERMEABLE MEMBRANE (RUFFCO 3000B LOW DENSITY
POLYETHELENE LINER OR APPROVED EQUAL)
SEE PLANS
1' TERMINATE IMPERMEABLE LIMIT OF RAIN GARDEN WIDTH VARIES - SEE PLANS
-�{ EMBRANE 5 BEYOND END
I OF RAINGARDEN LIMITS
CONC. FLUME
DEPTH VARIES !:=
(SEE PLANS)
12" &X.I
4" DOUBLE HAMMERED HARDWOOD I CHARMECK LAND DEV. STND.
10 MULCH, TYP. 10 FRAME & GRATE #20.14
1 - 1 7 CHARMECK LAND DEV. STND.
LIMIT OF IMPERMEABLE MEMBRANE (.RUFF,CO � BRICK DROP INLET #20.13
OOOB. LOW DENSITY POLYETHELENE LINER - '; MIN.I1
'OR' APPROVED. EQUAL).' ,
.--_.
t�
PLANTING SOIL PER CHA,R M: E,C;,t
K LAND DEV. S
T DI .-,I
I I
- I ,
I
!
1 SA D AND ORGANIC
MATERIAL MIX (SEEE SPEC.
-
il' - -•I-I- lig- „I
r , I I�.I 11.- I -I
� � >
FOLD UP EVER ,FABRIC: 12, ALL
SIDES OF GRAVEL BED TYP_ .
WIDTH VARIES - 6'-0" MIN..)
(SEE PLANS)
CHARMECK LAND DEV. STND
BRICK DROP INLET #20.13
FRAME & GRATE #20.14
0.1' 0.6'
ELO
7 IF BOTTTOM
MIN] 1 OF CURB
SECTION A -A
N.T.S.
BELOW
BOTTOM
OF CUR
-� 15 RCP �-
II 11 ° ] C
a
a o 0
QO............................................................ IL
_I .i t I - I I-- :. - I l-_. - -: ! I
., .-' I t t t l, � I I 1 - III ] C
_
.III PERFORATED PVC SEAL W/ NON -SHRINK T!'
TO DROP INLET GROUT =E
6" PVC CAP, SECURE
SECTION B -B PVC GLUE
N.T.S.
-iI1= 1f!�1i1=:-Ili==if1 =1iI==
1-'6" CURB, (TYP.)
PARKING LOT SURFACE, (TYP.)
3" HARDWOOD MULCH - DOUBLE
HAMMERED TYP.
IMPERMEABLE MEMBRANE (RUFFCO 30008
it I
!-_ ! LOW DENSITY POLYETHELENE LINER OR
IL APPROVED EQUAL)
I!=.: UNDISTURBED SUBGRADE
- SAND AND TOP SOIL MIX (SEE NOTES)
!; FILTER FABRIC, NON -WOVEN
UNDERDRAIN GRAVEL BED #57 STONE
6" PERFORATED PVC UNDERDRAIN
TO DROP INLET
91
5'
NOTES:
1. AVOID DISTURBING THE BIORETENTION (RAIN GARDEN) AREA AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS BEEN
PERFOMED.
2. EXCAVATE THE RAIN GARDEN TO THE DESIGN DIMENSIONS.
3. UNDER DRAIN SYSTEMS MAY BE COMPOSED OF A VARIETY OF MATERIALS WITH PVC (PERFORATED PIPE MATERIAL BEING THE MOST
COMMONLY USED. OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH THE APPROVAL FROM THE DESIGN ENGINEER/ OR INSPECTOR.
4. SOIL AND GRAVEL COVER OVER THE UNDER DRAIN SHALL BE AT LEAST 2 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THEN 1/2 TO 1-1/2 INCH DIAMETER (BLUE STONE DOUBLE WASHED STONE,
#57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES.
6. FILTER FABRIC MUST MEET A MIN. PERMEABILITY RATE OF 75 GAL/MIN/S.Q. F.T.. AND SHALL NOT IMPEDE THE INFILTRATION RATE OF THE
SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER WOVEN AND INSTALLATION REQUIRES AT LEAST 12" OVERLAP AT THE ENDS AND STAKING
IN PLACE DURING CONSTRUCTION AT THE TURNED UP SURFACES.
7. THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL CONTAIN 80% SAND 20% ORGANIC MATERIAL (COMPOST, TOPSOIL) AND
HAVE A PERMEABILITY (K) RANGING FROM lin/hr TO 6in/hr. THE SOIL SHOULD HAVE A Ph BETWEEN 5.5 TO 6.5. A LABORATORY TEST MUST BE
PERFORMED TO VERIFY THE PERMEABILITY RATE OF MATERIAL. SOIL MUST NOT BE INSTALLED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED AND APPROVED BY THE INSPECTOR. SOIL MIXTURES TO BE INSTALLED IN 8 TO 12 INCH LIFTS TO ENSURE ADEQUATE
FILTRATION.
8. MULCH IS TO BE PLACED ON THE SURFACE PONDING AREA OF THE RAIN GARDEN. THE LAYER OF FRESH MULCH SHOULD NOT EXCEED 3
INCHES IN DEPTH.
9. AN OBSERVATION/CLEANOUT STANDPIPE MUST BE INSTALLED IN EVERY BIORETENTION FACILITY THAT HAS A DEPTH GREATER THAN 2 FEET
AND/OR UNDER DRAIN SYSTEM. THE STANDPIPE MUST CONSIST OF A RIGID NON -PERFORATED PVC. PIPE, 4 TO 6 INCHES IN DIAMETER. IT
SHOULD BE LOCATED IN THE CENTER OF THE STRUCTURE AND BE CAPPED FLUSHED WITH THE GROUND ELEVATION OF THE FACILITY. THE TOP OF
THE WELL SHALL EITHER BE CAPPED WITH A SCREW OR FLANGE TYPE.
RAIN GARDEN DETAIL
PREPARED BY
A
I
ALLOW FOR GRADE CHANGE AND ADJUST
POSTS & RAILS ARE JOINED SUCH THAT ALL POSTS ARE
PLUMB AFTER INSTALLATION.
A
11
s• •
M
• ;Pf x !• AAWrAm Sot Scrow
4L 1
ANNaIIm 'C/A@" or
EXPANSION JOINT
ALUMINUM RAILS AND POSTS 2" NPS SCHED. 40 OR 2 1/2" 0 3/16"
WALL ROUND TUBE ALLOY 6061-T6.
-O' MAX.
1'-6" CURB, (TYP.)
C
PARKING LOT SURFACE, (TYP.)
3/8" CONTINUOUS BEAD OF APPROVED JOINT SEALANT AROUND
0.6'
CIRCUMFERENCE OF EA. POST, TYP.
BE DOME POST TOPS
!{'I51iIII ,
Vl== 1- 3" DOUBLE HAMMERED HARDWOOD
MULCH, TYP.
DEPTH VARIES','1
IMPERMEABLE MEMBRANE (RUFFCO 3000B
(SEE PLANS) ,.:
_I I
1_. I_
I DENSITY POLYETHELENE R R
-, =i LOW DENS OL ETHELENE LINE 0
> ,
: 111.- APPROVED EQUAL)
,Ir ,, i,v
UNDISTURBED SUBGRADE
1'-6'MIN I �CONC. SIDEWALK
(I_
EXPANSION JOINT MATERIAL
SAND AND TOP SOIL MIX
a
j (SEE LANDSCAPE SHEET L200)
3" CLEA 12" SQUARE CONC. FOOTING,
FILTER FABRIC, NON -WOVEN
FLUSH W/ SIDEWALK, TYP.
i' III ii-!1i=11!=ill=li
- UNDERDRAIN GRAVEL BED #57 STONE
III-
TURN DOWN FILTER FABRIC 12" ALL
N.T.S.
SIDES OF GRAVEL BED, TYP.
NOTES:
1. AVOID DISTURBING THE BIORETENTION (RAIN GARDEN) AREA AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS BEEN
PERFOMED.
2. EXCAVATE THE RAIN GARDEN TO THE DESIGN DIMENSIONS.
3. UNDER DRAIN SYSTEMS MAY BE COMPOSED OF A VARIETY OF MATERIALS WITH PVC (PERFORATED PIPE MATERIAL BEING THE MOST
COMMONLY USED. OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH THE APPROVAL FROM THE DESIGN ENGINEER/ OR INSPECTOR.
4. SOIL AND GRAVEL COVER OVER THE UNDER DRAIN SHALL BE AT LEAST 2 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THEN 1/2 TO 1-1/2 INCH DIAMETER (BLUE STONE DOUBLE WASHED STONE,
#57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES.
6. FILTER FABRIC MUST MEET A MIN. PERMEABILITY RATE OF 75 GAL/MIN/S.Q. F.T.. AND SHALL NOT IMPEDE THE INFILTRATION RATE OF THE
SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER WOVEN AND INSTALLATION REQUIRES AT LEAST 12" OVERLAP AT THE ENDS AND STAKING
IN PLACE DURING CONSTRUCTION AT THE TURNED UP SURFACES.
7. THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL CONTAIN 80% SAND 20% ORGANIC MATERIAL (COMPOST, TOPSOIL) AND
HAVE A PERMEABILITY (K) RANGING FROM lin/hr TO 6in/hr. THE SOIL SHOULD HAVE A Ph BETWEEN 5.5 TO 6.5. A LABORATORY TEST MUST BE
PERFORMED TO VERIFY THE PERMEABILITY RATE OF MATERIAL. SOIL MUST NOT BE INSTALLED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED AND APPROVED BY THE INSPECTOR. SOIL MIXTURES TO BE INSTALLED IN 8 TO 12 INCH LIFTS TO ENSURE ADEQUATE
FILTRATION.
8. MULCH IS TO BE PLACED ON THE SURFACE PONDING AREA OF THE RAIN GARDEN. THE LAYER OF FRESH MULCH SHOULD NOT EXCEED 3
INCHES IN DEPTH.
9. AN OBSERVATION/CLEANOUT STANDPIPE MUST BE INSTALLED IN EVERY BIORETENTION FACILITY THAT HAS A DEPTH GREATER THAN 2 FEET
AND/OR UNDER DRAIN SYSTEM. THE STANDPIPE MUST CONSIST OF A RIGID NON -PERFORATED PVC. PIPE, 4 TO 6 INCHES IN DIAMETER. IT
SHOULD BE LOCATED IN THE CENTER OF THE STRUCTURE AND BE CAPPED FLUSHED WITH THE GROUND ELEVATION OF THE FACILITY. THE TOP OF
THE WELL SHALL EITHER BE CAPPED WITH A SCREW OR FLANGE TYPE.
RAIN GARDEN DETAIL
PREPARED BY
A
I
ALLOW FOR GRADE CHANGE AND ADJUST
POSTS & RAILS ARE JOINED SUCH THAT ALL POSTS ARE
PLUMB AFTER INSTALLATION.
A
11
s• •
M
• ;Pf x !• AAWrAm Sot Scrow
4L 1
ANNaIIm 'C/A@" or
EXPANSION JOINT
ALUMINUM RAILS AND POSTS 2" NPS SCHED. 40 OR 2 1/2" 0 3/16"
WALL ROUND TUBE ALLOY 6061-T6.
-O' MAX.
C
3/8" CONTINUOUS BEAD OF APPROVED JOINT SEALANT AROUND
END & CORNER POSTS
CIRCUMFERENCE OF EA. POST, TYP.
BE DOME POST TOPS
COLLAR (COVER FLANGE) AT EA. POST, TYP.
2'-0"
MIN. CLEAR
GENERAL NOTES:
NO. DATE REVISION
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
,Ir ,, i,v
2. ALL JOINTS TO HAVE A 1/2" FILLET WELD.
1'-6'MIN I �CONC. SIDEWALK
3. ALL JOINTS TO BE EITHER WELDED ALL AROUND AND GROUND SMOOTH:
EXPANSION JOINT MATERIAL
OR A COMMERCIALLY DESIGNED FIXED JOINT SYSTEM (SOLDERED, BRAZED,
SEALANT ® EA. POST, TYP.
»
12
_ FUSED, BONDED OR SHRINK FITTED). MECHANICAL JOINTS OTHER THAN
3" CLEA 12" SQUARE CONC. FOOTING,
I j-1- EXPANSION JOINTS ARE NOT PERMITTED.
FLUSH W/ SIDEWALK, TYP.
4. EXPANSION JOINT(S) ARE NOT TO BE USED UNLESS DEEMED
SECTION
NECESSARY BY THE FABRICATOR. IF AN EXPANSION JOINTS) IS
N.T.S.
NECESSARY, THE LOCATION(S) OF THE EXPANSION JOINT(S) AND
CALCULATIONS THAT DEEM THE EXPANSION JOINT NECESSARY SHALL BE
INCLUDED IN THE SHOP DRAWINGS.
7J
1.00'
TYP.
�f 4'2' 4.00' L CAT ON CF 6 " YIP. .
TYP. S 1.47-
. 7
F-
F_
I
8.0OL_-I
TOP
POST POS
±39'-10 1/2" (RAIL)
O
R4 .50' ,
EXP
SION JOINT
ALUMINUM HANDRAIL, ±118'-1 1/2" L=±5'-6 "
R8' 6", L=±13'-4 1/4" (RAIL)©E . POST, TYP.
EDGE OF CONC. PAVING CHAIN LINK FENCET
-7
___TT
{
(RAIL)
i
EDGE F ROOF AB VE, T P.
PLAN
i
N.T.S.
EXEANSI
A. P ST, T P
DETAIL.
8.00'HANDRAIL
POST
5.50' WZASSOC. PAVING JOINT PATTERN
- -
0 POST
±34'-2" (RAIL)
L-±8 8 1/4"
DOME POST TOP „
2
MESH, 11 GAUGE, POLYVINYL COATED CHAIN
ROUND END &
LINK FABRIC COLOR ASTM F 934 MIDNIGHT BLACK
CORNER POST WITH
TOP & BOTTOM SELVAGE KNUCKLED
8'-0" 1
POST, BUCKLEY. SCHUH $ JERNIGAN, INC. �'I"'I
5200 77 CENTER DRIVE, SUITE 500I
CHARLOTTE, NC 28217
PH [phone]
FAX (70 Z 525-2838
WWW.P SJ.COM
RAIL TIE
1 5/8" OD
BRACE RAIL
BOTTOM SELVAGE
KNUCKLED
HOG RING
TURNBUCKLE
/, FINISH GRADE /,/
TENSION BAR ADJUSTABLE %!
CONC. FOOTING TRUSS ROD
10 MAX. SPACING, TYP.
FENCE SECTION ELEVATION
FENCE DETAIL
6"
TOP & BOTTOM FABRIC
SHALL BE KNUCKLED
KNUCKLE
END & CORNER POSTS
SHALL
BE DOME POST TOPS
DOME
'
SEAL �•- -
-28 l3oJ'•
TOP RAIL
LINE POST LOOP CAP
ROUND LINE POST
LINE POST TIE
ION WIRE
1. FENCE SHALL BE INSTALLED PER NCDOT STANDARD FOR ROADS &
& STRUCTURES.
2. ALL CHAIN LINK FABRIC AND ACCESSORIES SHALL BE COATED WITH
POLYVINYL.
3. COLOR OF POLYVINYL COATING SHALL BE ASTM F 934- MIDNIGHT
BLACK, NOT MED. GREEN AS STATED IN NCDOT STANDARD FOR
ROADS & STRUCTURES.
4. FOOTING WIDTH TO BE MIN. (4)X POST WIDTH, MIN 36" DEPTH.
5. FOLLOW ALL MANUFACTURES SPECIFICATIONS AND GUIDELINES
DURING INSTALLATION.
NO. DATE REVISION
BY
SHEET TITLE
SITE DETAILS
AND NOTES
PROJECT NO.
290207
SCALE
N. T. S.
DATE
01/17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
DRAWN BY
SNH
Bio BY
DRAWER NO.
-
J 400 EAST TRADE STREET
CHA,71.0T/EA/PEA TgAA/S/TSYSTEM CHARLOTTE, NC 28202
SHEET NO.
C402

FINISHED GRADE TO BE ~
SLOPED AWAY FROM COVER
_ \
DGUBLE CHECK VALVE T\\ TEST COCK i IS' MAX, p NB Y 1 4 TURN I ULL PORT
SEE NOTE k3 6' MIN. ssE L BRONZE BALI SHUT-DFF \ HECK VALVE k2 GE \ STRAINER VA I SEE NOTE N2 - GE GE 0
OP110NAL ~ BE ~ _
/ ® FLOW \ ~ GE ~ ~ GE JJ~' \ ~ R ~ o
a ~ xIN. TYPE K OR L COPPER TUBING \ '7~ K OR I" MIN. GALVANIZED STEEL \
1 4 TURN FULL PORT } CHEC PIPE FOR MIN. OF 5' ON ~ Hz• NM VALVE k2 EACH END OF ASSEMBLY. 1k \ BRONZE BALL SHUT-OFF SEE NOTE 4 \
VALUE /1 SEE k \ SEE NOTE ~2 NOTE k5 \
(1 \
ELEVATION VIEW 4° MIN. k67 WASHED STONE 2" MIN, DIA DRAIN BY GRAVITY TD
ATMOSPHERE AS REQUIRED BY ~ GMD SPECIFIDATIDNS.SEE N°~ ~ CAMERA POLE, TYP 'OLE, TYP.
SHUT-OFF VALVE 1
DOUBLE CHECK VALVE ASSEMBLY p' xIN. SHUT-OFF ,D ,yy~
WOTE /4 p' NIN VALVE k2 ~ ~ ~ ~
FLOW- ~ O 0 0 0 0 ~ .S f Ji,•
a• x>w o
TEST COCK k1 CHECK
8' ON TEST COCK-~~ VALVE kl © ~ SIDE OF OPENING e• Ntr{ 2" MIN. DRAIN
TO ATMOSPHERE C= D G~ _ © 1~, NB JB-Ml (NWGED, IRQY, iRAfFiC)
© ~ V0~ IRARFlC AVER-M. fB IBS i © ~ O ly SI5 r-, © 0
PLAN VIEW
DRAIN FROM CATCH BASIN ~ DRAIN t J/,'
BACKFLOW VAULT WITH GRATE ZONING O
TOP OF SETBACK ~ DISCHARGING STORM PIPE --CMU -REQUIRED I t s a CAYCREIE COYER IM]W CAST Mpf NAYGED !ID
STORM PIPE • PROPERTY BPA BELOW GRND. , 5~ Wf. 11 tBS 1 i~~y
DRAIN ALTERNATIVE: LINE SEE NOTE ~7 & #8 j CMUD i ~ DOUBLE SHOEBOX 'S
TIE INTO CATCH BASIN OR S10RMWATER MANHOLE PER DETAIL ~ METER SHOWN ABOVE. NO 71E IN TO STORMWATER PIPE WILL BE ACCEPTED. a N 'HOEBOX LIGHT, T YP. ~ J„~
PUBLIC 6 GA. AflDED WR£ FR
NOTES: WATER MAIN 1. DOUBLE CHECK VALVE ASSEMBLJES (DC) MUST CONFORM TO TYPICAL LO AiION REQUIREMENT 14 S/B.
CMU SPEgFlCAiIONS. REFER TO CMU APPROVED LIST OF DC'S FOR BELOW ROUND INSTALLA710N 2. CMU APPROVED DC INCLUDES SHUT-OFF VALVES ~ t9 5I;
~i AND I12 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS N.T.S. SHALL BE PERMITTED. 0
3. TEST COCK ~i SHALL BE UPSTREAM OF SHUT-OFF VALVE kt CHARLOTTE-MECKLENBURG AND IS PART Of THE APPROVED ASSEMBLY. ALL TEST COCKS UTILITIES ' i I
MUST BE BE ON ONE SIDE OR TOP .ASSEMBLIES SHALL BE SYSTEM PROTECTION DIVISION INSTALLED UPRIGHT AND IN THE HORIZONTAL POSITION. e ~ d.
4. PIPE MATERIAL AND FlTTINGS SHALL DE AS SPECIFlED IN CMU CHARLOTTE, NORTH CAROLINA ~ STANDARDS & SPECIFlCAIIONS. 5. VAULT, DOORS OR COVERS AND SUPPORT OF ASSEMBLY SHALL ,b, Nu. r~, No. 6ACKFLOW PREVENTION tIA' 4
BE DESIGNED BY OWNER AND AS REQUIRED. xda 6. DRAIN INLET MAY BE PROVIDED AS SHOWN OR AS FLOOR DRAIN. ttn" N.rs, STANDARD DETAIL 0 N
7. ALL LOCA110N5 FOR BPA'S REQUIRE CMU APPROVAL. vBan>: 8. NO TAPS, BRANCHES, FH'S OR OTHER ACCESSORIES ARE Ha. DOUBLE CHECK VALVE ~ ' Wf, f7' BODY-71 IBS
PERMITTED ON THE PIPING BETWEEN THE BPA & METER. ASSEMBLY (OC) 3~4"-1" ' - BELOW GROUND VAULT
4-5_99 5 t r ° ~ AIA
Na CaU BY Ae.hkn 9uwyed BY Designed By pam By Pmbcl-Fnp npprvveJ By Doti
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT ENGINEERING DIVISION CHARLOTTE, NORTH CAROLINA
Je4 No. ~ MIN tb. STANDARD DETAIL
I ~'"N~ WATER
- CONCRETE METER BOX
FOR 3/4 WATER METER f \ tlC A 1 tr
tl aarP a u, oru b ~ sw.n.a Br o.q+e erer um er ~M'r+v +~'4i err -
I
f
I I
I
I
I ~ I
IPEEI R
• . s' cR ro BAa cuR f' ~ (m'.)
r 1A0.AECE (wvm)
f / ~ ~ , ww,
u f• oR J wAtER SERNCE nmNc
I IIEEIER Box B• LAN. LAYER
I 1 " OR 3/4" SERVICE CONNECTION
© © ~ ~ / I (LONG SIDE) sfREErRilr
~ ~ © 1 BACK tf WR8 ~ ,WE1ER
T T i ro,rErtR--- r uanL~r (ca~nm)
,s
HOER X L I GH T W CAMERA, T YP. cDRPaeAnav BrDP S (S40IXE REACUIRfD AV ALL CONC%Eff
i' SFRNCES) NElER 8OX AIN
AN. SWR.
DETAIL AT MAIN 1 " OR 3/4" SERVICE CONNECTION
LEANOUT / (LONG SIDE) (SNORT SIDE)
~ PROP 3 4 Yf PROP. 3 4....DOUBLE CHECK VALVE E
/ o 45 BEND ASSEMBL Y INSlALLEO BELOW Antw srcP
T r._ PI~C ~~ARD p!p! ALL / 1 SERNGES)
GROUND WITHIN CONCRETE VAULT ' MENTS ~ AIE(ER
PER CMUD REQUIRE ~ I . , CQYCREIE MEiFR BOX ' (SEE 510. DETANS WATER SERNCE IUSINC
_ 0 VAUL l L!D ELEV... - 645. 0 ' ~ ro uaN
DAYLIGHT V. = 043.00 _VAUL T FLODR ELE ~ YDKE MM ANG(E VALVE
® 2 DRAIN f~ 1. ' , DETAIL AT METER DETAIL AT MA1N
2 -DRAIN ELEV. - 642:90 (LONG SIDE) ~ (SNDRT SIOf)
PAYENENI ETER
D11N CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
, ENGINEERING DIVISION ROAD WITH S10E DITCH CHARLOTTE, NORTH CAROLINA
PEDESTRIAN LIGHT, TYP. ND~. ter. ~M ~ STANDARD DETAIL
G G -G _7i G O E - r .r- :n._.-.n _ ^ ~.T-- .:nom.-,-----_-'^3-~ - ~ - ~ NIN. OlSiANCE CENTER TO CR/lER cYf SERNC£S OR TO R7LS ~ WATER O E OR .S</G07S .CYAlI BE J~-O• AS IIE,/S1.HID ACDNG 7NE MAIN. - - - - -A•- - - - - - - -..-~-_T - 3 4" AND 1 " WATER
- r - " n ~ ^ ~ ~ ~ ~ ERVICE CONNECTION
W . ..........._1 1_.._.. -y----'----A-----~-- ~ ~ Vi I - ' r \ MN of \ ^ ~ xo oar ar RnaM 9mnW0 a or+q+e Br ora.n h ProYa-EM Apprawf % owr
"ti
„ PROP 3 4
Exisr. ssMN _ PROP. 4 SS LA T ~ R1M-650.18 5 EXIST. SSMN SSMN
WATER METER INV. 1N-642.43 TAP ELEV. = 636.28 RIM 635.67 35.67 V=630.08
i INV.OUT-642.23 PROP 3 4 WL INV.IN=630.08 ~ ~ ~ ss ~ ~ ~ ss ~ ~ ss ~ EX. 8" SAN. SWR. INV OUT 625.88 >UT 625.88
ss ss ss ss ss tt tt sz n ss ss tt tt n as-
~
c c
~ - -
~ ~ EX 8" PVC WATERMAlN (5' OFF BOG) - _ 20 0 20 40 60 2 5 16/05 REVISED DCVA BASED ON STORM REVISION ASH \ 1 2/11 05 REVISED BACKFLOW AND METER LOCATION ASH
~ W W W W N0, DATE REVISION BY
EX. 8" GV APPROX. 700 FT APPROX. 325 FT. TO END OF WAIERMAIN I2 Y = I D PRO,~CT N0.
I Scale: 1" = 20' SHEET TITLE 2so207
UTILITY PLAN S°"~~~ _ 1 20
i NOTES DAZE 01 /17/05
PREPARED BY 1~~IIII11/~ DRAWN BY
c 1. SANITARY SEWER TAP AND WA7ER TAPS TO o BE INSTALLED BY CMUD. ~~~~i PROJECT MEB
h 2 SERVICE LINES TO MEET CMUD AND ~N. CA~~~ CHECKED BY o~.•~• " ~ % MALLARD CREEK PARK AND RIDE Ross( % ASH
~ MECKLENBURG COUNTY PLUMBING STANDARDS. ~ 3. CLEANOUT CAPS TO BE RED BRASS e 1712 J.N. PEASE PLACE
_ h n. A _ DRAWER N0,
SEAL - CHARLOTTE, NC 28262 -
28933 - ' i C~~ POST, BUCKLEY, SCHUH $ JERNIGAN, INC. SHEET NO.
J A 0 4~~ 400 EAST TRADE STREET
8 5200 77 CENTER DRIVE, SUITE 500 -1"-/ q NE• OF
g CHARLOTTE, NC 28217 i ti0 y S PH 522-7275 REA S. CHARLOTT£AR£A TRAHSITSYST£M (704) CHARLOTTE, NC 28202
FAX [phone] iNWW.P~SJ.COM I I I I I
i~

TYPICAL SHOWN TYPICAL PLANT(S) FROM SCHED. WITH "R.G." COMMENT. QUANTITY FOR EACH RAIN GARDEN NOTES: SHOWN ON LANDSCAPE PLAN. PLANTS OF SAME SPECIES SHALL BE PLANTED IN
PLANTEf PLANTED IN GROUPS AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT. 1. REMOVE WIRE OR NYLON TWINE FROM BALL.
(SEE RA SHRUBS, QUANTITY FOR EACH RAIN GARDEN (SEE RAIN GARDEN PLANTING NOTES) 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALlAT10N.
& LOCATION SHOWN ON LANDSCAPE PLAN, TYPCAL 3. SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER
LANDSCAPE ARCHITECT SHALL APPROVE TYPCAL PLANT(S) FROM PLANT SCHED. WITH "MIN. 3' FROM CURB/R.G." COMMENT, TYP. PLANTING REQUIREMENTS. SHOWN ON LANDSCAPE PLAN. PLANTS OF SAME SPECIES SHALL BE PLANTED IN
LOCA ION PRIOR TO INSTALLATION, ~ ~ SHOWN I I PLANTE[ ~ PLANTED IN GROUPS AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT. 4. STAKING REQUIRED FOR LEANING TREES OR AS REQUIRED BY
(SEE RAIN GARDEN PLANTING NOTES) / CONTRACT. SEE GENERAL NOTES: SEC. 04100-TREE PLANTING,
15" RCI PART 3 PARAGRAPH 8.9. 15" RCP 5. C.T. =CLEAR TRUNK (NO BRANCHES} FROM GROUND
I ~ TO A HIEGHT OF SIX (6) FEET FROM GROUND
1 I
I i I 1 I J/4' NYLON STRAP ( ~RONAL-SEE NOTE 4)
i 6' SUP KNOT WITH STOP KNOT.
_ / i / / i / i / ,f---- - - - - - -r- ROOT CROWPI TO 6' LARGER THAN TREE DU4METER J BE AT flNISH d1ADE + Z'.
i / / ! / ° REL1avE TYwcu EXCESS SdL \ FROM ROOT CROWN. KEEP MULCH AWAY FRdA TRUNK 1' TO 2
~ i t % / ~ I / ! / ; / . ; I . \ 8' C.T.
- t"x2'xi8" WOOD STAKE ' MAXIMUM LAYER OF MULCH, NITN CENTERED 3/e' HOLE 5' DIAMETER RING FOR SINGLE TREES
/ , / , / i j / % ' ! / . ' . i / i ° ° DROP INLET ! . I ~ , DRIVEN IN LINE KITH STRAP LET ~
~ ~ ! i ! J / ~ ~ / i / ~ ~ I I I • 4' MAIOMUM HIGH WATER ' • I BERM OUTSIDE OF BACKFlLL i
" / THRI?E (3) FE FROM BACK OiF CURB ; / / . i' / ! FltDSH GRADE
/ , / / _ / , / . % , - ~ / / /I
" ' % / ! / I I 6. i' ~ / i % ~ . ,
B ~ - / / I _ _ _ - - - - - - REMOVE TOP t/3 BURLAP ~ ~,'"'r~~a AND ANY NARS/PINS ETC. :•`;•l~~ ~~~"'e:. ~l~; ~ ' BACKFlLL AS SPEgflEO
I ` ~ ~ OVERS~TORY/ T~E~ (~SE~ PCAIVS~ / - , / ~ . / . ' 0 1 flEMOVE TOP 2/3 OF WIRE • ' !
/ / 1 , I BASKET NHEI~ PRESENT " ~<V~ <~I~~''\;i UNDISTURBED SOIL I . ~ r , .
I ~ ~ ~ ~ CL~AKOUT;FOR ~ PV,C, k1NDEf~DRAIN~ ~ , . ! / ~ I I RAISE PIT BOTT011 TO SET BUTTRESS ROOTS ~ i! ~ AT THE CORRECT HENXiT. FMtll Shc UNDER
I ~ / / / / i, i i i / ii /i • R00T BALL 8' 6' ODT BALL d 8"
TYPE II PLANTING BED PREP PER CHARMECK STDS.' ~ / - I ° r i i / VARIES
/ / / / / / ,I I I 4 % / / ! i - / 1 I
/ `UNDISTURBED SUBGRADE ~ ' ~ ~ / , / ~ ~ ~ % ~ / " / I 3' I _
/ ~ i ~ , . . . / / i /
i ` - / / r / / / / i - - - ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK AMSI, 1990, PART 1, "SHADE ANO FLOWERING TREES" ( )
FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIR. MIN. ROOT BALL DEPTH 2' 12-14' i6' 24' i6"
1 ~ TYP. J" 14-i6' 18' 32' 21"
TREE PLANTING FOR SINGLE AND MULTI-STEM TREES
5
N.T.S. CMLDS STD. DTE, 40.01
SAND AND TOP SOIL MIX (SEE NOTE) NOTE)
IMPERMEABLE MEMBRANE (RUFFCO 30008 LOI ~CO 30006 LOW DENSITY
POLYETHELENE LINER OR APPROVED EQUAL) OVED EQUAL) i e~~e~:11k'f1'F!~
BACK OF CURB i) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT UST IN
NOT TO SCALE EDGE OF PAVEMENT ASSOCIATION WITH THE BID. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT
TO THE ATTENTION OF THE CITY ENGINEER SO AN ADDENDUM CAN BE ISSUED. 2) ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO MOST CURRENT REVISION OF THE "AMERICAN STANDARD FOR
LIMIT OF RAIN GARDEN VARIES -SEE PLANS NURSERY STOCK" PRODUCED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1).
3) IF NECESSARY, ALL DECIDUOUS AND EVERGREEN TREES SHALL BE STAKED AND GUYED TO MINIMUM STANDARDS
SEE LANDSCAPE PLAN FOR SPECIES AND QUANTITIES OF EACH RAIN GARDEN ESTABLISHED BY THE LANDSCAPE INSTALLATION DETAILS IN THE MOST CURRENT EDITION OF THE CHARLOTTE GARDEN 3' MIN. MECKLENBURG LANG DEVELOPMENT STANDARDS MANUAL.
NOTE: INSTALL ONLY THOSE PLANTS FROM SCHED. WITH °MIN. 4) ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
0 5) ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFlEO PRIOR TO BACKFILLING.
6) LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION AND SHALL
BE RESPONSIBLE FOR DAMAGES DUE TO LANDSCAPE OPERATIONS.
r 7) ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER OF ALL PLANT MATERIAL.
OVERSTORY TREE (SEE PLANS) r^~' o 1 „
3 FROM CURB/R.G. COMMENT. INSTALL ONLY THOSE PLANTS FROM 8) ALL PLANT MATERIAL SHALL BE MULCHED WITH A FOUR (4) INCH (THREE (3) INCH IN RAIN GARDENS) LAYER OF COMMENT. DOUBLE HAMMERED HARDWOOD. MULCH BEDS SHALL BE CONTINUOUS AROUND MASS PLANTINGS. THE SCHEDULE WITH THE COMMENT 9) ALL DISTURBED AREAS THAT WILL NOT BE LANDSCAPED, AS INDICATED ON THE PLANS, SHALL BE SEEDED PER SECTION
CLEANOUT FOR PVC UNDERDRAIN W 1' "R.G." AT PERIMETER 04200 Of THE LATEST REVISION OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL.
n 10) ALL PLANTS SHALL MEET SIZE, CONTAINER, AND SPAgNG SPECIFICATIONS. ANY MATERIAL NOT MEETING
w 1 -6 CURB, (TYP.) SPECIFICATIONS SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.
10 ~ n 10 1 1 a ~ " ~ 11) CONTRACTOR SHALL FLAG ALL PLANT MATERIAL LOCATIONS IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT ANO OR OWNER PRIOR TO INSTA FI S S ALL ADDRESS EXISTING CONDITIONS LOCATIONS
- , n PARKING LOT SURFACE TYP. / LLA110N ELD ADJUSTMENT H ( ) SHOWN ON THE PLANS FOR EXISTING VEGETATION' ARE APPROXIMATE) AND DESIGN INTENT. IT SHALL BE THE
'_'I ~ 4 b€P.Tfi,00(J,BUE"br~f~Reb,HARDWfS00~ ~ ~I~ D LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO ORDERING ,,i i - PLANT MATERIALS TO VERIFY ANY CHANGES.
i ! " I I ~ , . , ,OU~~I[~ OP. ~NN;GARDEN, . GYP. , • , . . ; i , ~ i ) I i ' ~ 12 THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY IMPROPER SOIL CONDITIONS lil._;Ilr
=1 I .III :ill: ' ~ , ` Vii.' I- I- ~ ; - ~ ~ , . - ~ ~ " , ' ~ . •PLANTING SOIL PER CHAR-NECK LAND DEV. STNDS " ~ , ~ ~ ~ ~ ~ i ~ ' i ' ~~-:-fly^Ifl I I - , ` . ~ i , ~ ; . ; i ' .I -:.=I~,,_i;_ (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION• THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL ' ~ ~ 11 E= 3" DEPTH DOUBLE HAMMERED HARDWOOD AMENDMENTS REQUIRED TO PROMOTE HEALTHY VIGOROUS PLANT GROWTH INCLUDING ROSE BEDS.
.III.:U, III , ~ , ~ ~ i., i is ( ) ) / ~ ~ MULCH WITHIN RAIN GARDEN TYP. 13 CONTRACTOR SHALL REPAIR ANO OR REPLACE AT THE CONTRACTOR'S EXPENSE ANY EXISTING SEED/SOD OR
- _ I ~ I . r , ~ - . wl I_ - , -I - { - _~i __I _ _ - = ' 1= _ =1 APRROVEp `SAND AND TOP'<SOIL ,MIX. . ~ DEPT ~ =i -i' LANDSCAPE DISTURBED BY CONSTRUCTION. REPAIR AND/OR REPLACEMENT SHALL BLEND INTO EXISTING SEED/SOD OR
' i 1 I~ I I--1 ~ ~-'1 1 .I I: I..-..I a I--~ 1 f r. I I -..I I I i!-i i -1 ~ 1-1 ---I --I I I-,1 h 1... I ~-i ! I I-~ I h I I-I I i._, ! i I i_._.I i I ,i-_,i,-__II~-Ill~iil---II! II _i, ,,viii Ii __~I!--_,1,...111=-II ill~lll=1!1=III=III=III__,II__!II_II._Il~lll~li-;li-?{I_l:,_lif III I IIi -II-I-~~--I _ III- I:-I-I~-, - --I--II_I .=I- =i~_ - - SEE • , DEPTH VARIES- i ~ l i IMPERMEABLE MEMBRANE (RUFFCO 30008 LOW LANDSCAPE. SEE PLANS II DENSITY POLYETHELENE LINER OR APPROVED EQUAL) 1a STREET TREES LOCATED ADJACEN IG T P vEWAYS UTILITIES AND SIGNS ETC. TO BE FIELD ADJUSTED ( ) T TO L H OLES, DRI ,
-i,l_-III_-lil~l i.--111._111 I I,_~' _ 11_ I-= ill-_II , , 111 I,I__III_-111-_111=1 I==!~1--~I1--{;I_1~1-1,1_111=111 Ii1_I(I_I~I_III-III ul--:I`-II!'-t l III In ul III ul II;- n. I,:-III=aIi-11= I _ ~ RAIN GARDEN PLANTING NOTES: ~ 11 I: ~ ! ~ ~ _I 11-1Ii~ I~__III- ~ ~ ' I I 1. ~ _ i - I' UNDISTURBED SUBGRADE BY LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION.
' I-1 I=111='III=11 1.) NOT ALL RAIN GARDENS HAVE THE SAME CONFIGURATION. THEREFORE, THIS PLANTING DETAIL IS TYPICAL IN -:111 =111=111= -I - I- - ~ ~i i' 15) MINIMUM TREE SIZE AT PLANTING IS 3-INCH •CALIPER (FOR SINGLE STEM TREES). ALL MULTI-STEM PLANTS MUST BE
CONCEPT ONLY AND IS INTENDED TO SERVE AS A GUIDE FOR LAYOUT OF PLANT MATERIALS AND TO PROVIDE II fll-(11 TREE FORM, MINIMUM OF 3 TO A MAXIMUM OF 5 TRUNKS, AND MINIMUM 8 FEET TALL. ~.i~ APPROVED SAND AND TOP SOIL MIX i6) ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
INFORMATION FOR BIDDING PURPOSES. '1~ ;1~1-- ~ 0 0 0 0 0 0 0 III; III < ° 11= BACKFlLUNG PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
_,II ; ..o., °,a. ° 12 ° FILTER FABRIC-NON-WOVEN 17) FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE a ° I~~ COMPACTED SOIL AND AOD 24" NEW TOPSOIL -OR- UNCOMPACT AND AMEND THE TOP 24" Of EXISTING SOIL TO MEET
2.) THE CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT AND/OR LANDSCAPE MANAGEMENT A MINIMUM OF THREE i _ -,1. , , I C I- I 1 11 ~ 1 -f 1 1 " I =1 1 I=III- r 11 ; 1 1- i r, f l l- ~ I---III 111= 1 11 i 1, 1 I, 3 WORKING DAYS PRIOR TO PLANTING OF RAIN GARDENS COORDINATE THE LAYOUT OF PLANT MATERIALS IN THE RAIN , I~ f1~1 VIII ~I` _ III=lI - ;I;i-'` - - -''I'=1i =III== ~ ~ - ~ i -i TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE). i I l-_:. ~ ~ 1.-i. ~ I ~ 1 i ~~1 I =-I~ ~ ~f I i^-1 ii-f I I UNDERORAIN GRAVEL BED X57 STONE • CALL 704-336-6769 FOR INSPECTION OF SOIL.
O -i ~ 1--- 6 PERFORAT PUC i ~ I GARDENS. ED :L.- III=~ 1 I i ~ I I: O_' ~ 18) ALL SHRUB BEDS SHALL BE TREATED WITH AN APPROVED NON-ROOT INHIBITOR PRE-EMERGENT
TO DROP INLET III ;;Iih~ ~ I' HERBICIDE ANO REMAIN UNDISTURBED BEFORE PLANTING PER MANUFACTURER'S DIRECTIONS. TREE
NT SHALL INSPECT AND THEN APPROVE THE TYPICAL - 11 , I;_I I 3.) LANDSCAPE ARCHITECT AND/OR LANDSCAPE MANAGEME SECTION B B I!, . , 1W, . I _ I L- ' ~ I I RINGS SHALL ALSO BE TREATED WITH A POST EMERGENT HERBICIDE AND BE KEPT FREE OF WEEDS AND DEBRIS ~ f.~ THROUGHOUT THE WARRANTY PERIOD.
LAYOUT OF PLANT MATERIALS IN SEVERAL RAIN GARDENS OF DIFFERNT CONFIGURATIONS BEFORE PLANTING SHALL BEGIN _I _i1;-_; _ _ u ~,__I;i =I NOTTOSCALE , _I I,, I I - I -..I, i IN THE REMAINDER OF RAIN GARDENS. i f-=; l l=~ ~ 1=.Ili=~ i ~=411-=1 t 1~1 ~ ~;-f' I i I= I i--i ~ I-~ 19) PLANT SUBSTITUTIONS MUST BE PRE-APPROVED BY OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION :I ~ ~ ~ ~ CONTRACTOR MAY BE REQUIRED TO PROVIDE VERIFCATION PLANT MATERIAL IS UNAVAILABLE.
=11 f-I I }--=1 I i=1 I i=! I I-I 11-' I I-' ~ I ~ • 20) PLANTING MIX FOR R.G. SHALL BE NATURAL,FERTILE,AGRICULTURAL TOPSOIL, CAPABLE OF SUSTAINING VIGOROUS PLANT
GROWTH. IT MAY BE DEVELOPED BY AMENDING THE EXISTING SOIL OR REMOVING THE EXISTING SOIL, ANO REPLACING WITH NEW SOIL. IT SHALL BE OF UNIFORM COMPOSITION THROUGHOUT WITH ADMIXTURE OF SUBSOIL. IT SHAH BE
TYPICAL RAIN GARDEN PLANTING DETAIL FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. PLANTING MIX
1 N.T.5. SHALL NOT BE USED WIHILE IN A FROZEN OR MUOOY CONDITION. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS THE PLANTING MIX SHALL CONTAIN THE FOLLOWING SPECIFED PERCENTAGES OF CONSTITUENTS:
v CLAY -MIN. 10~-MAX. 40~ (RED CLAY, WELL PULVERIZED); CLAY SHALL BE STERILE. SILT -MIN. 20~--MAX.50R
COARSE SAND -MIN. 20~-MAX.50~, COARSE SAND AND FREE OF ROCK, 1.OMM TO 0.5MM IN DIAMETER. ORGANIC
gERED MATERIAL-MIN. 5-10~. ORGANIC MATERIAL IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD THAT i S HAS COMPLETED THE DECOMPOSTION PROCESS. PERCENTAGE OF ORGANIC MATTER SHALL BE DETERMINED BY LOSS
REMOVE ANY BROKEN OR SPACING VARIES ~ ON IGNITION OF MOISTURE FREE SAMPLES DRIED AT 65 DEGREES. PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5 TO 7.0
DEAD AND DISEASED UMBS SEE LANDSCAPE PLAN NOTES: Ep(~q~ SPACING DGEE OF ELEMENTS -THE PLANTING MIX SHALL HAVE THE FOLLOWING NUTRIENTS AT THE SPECIFIED PERCENT BASE
BETWEEN ALL PLANTS ~~gqNTING SATURATION TO BE DETERMINED BY SOIL TEST REQUIRED BY THE CITY OF CHARLOTTE: CALCIUM - 55~ TO 80%, ED MAGNESIUM - tOR TO 30%, POTAS~UM - 5~ TO 8~.
1. OMIT COLLAR AROUND EACH SHRUB ~ ~ ~ WHEN IRRIGATION SYSTEM IS PRESENT. TYp. couAR r"' ~ SPECIFIED BALL DIAMETER SPECIFED BA A SAMPLE OF THE PROPOSED PLANTING MIX SHALL BE SUBMITTED TO A REPRESENTATIVE OF CITY/COUNTY ENGINEERING
MIN. 2" HT. ~ SPECIFED BALL DIAMETER DEPARTMENT OR PRE-APPROVED SUPPLIER 15 CALENDAR DAYS PRIOR TO INSTALLATION AND BE APPROVED PRIOR TO INSTALLA110N. ALTERNATELY, THE CONTRACTOR MAY SUPPLY DOCUMENTATION THE SOIL MIX WAS PROVIDED BY A
2. INSTALL TOP OF PLANT BALL 2' A80VE ADJACENT GRADE. 4" LAYER PRE-APPROVED SUPPLIER.
Of APPROVED TOP OF BALL EFFECTNE BA 21) CONTRACTOR RESPONSIBLE FOR ARRANGING AND OBTAINING PRE-APPROVAL OF PLANT AND TREE MATERIAL FROM ~-EFFECTIVE BALL DIAMETER CHARLOTTE LANDSCAPE MANAGEMENT PRIOR TO DELIVERY ON SITE. CONTRACTOR TO CALL [phone] FOR SCHEDULING
~ 3. TAMP PLANTING MIX FIRMLY MULCH ~ DUG NATURAL SOIL UNE TOP F r. AS PIT IS FILLED AROUND 0 BALL CONTAINER GROWN PERENNIAL PLUG INSPECTION/APPROVAL OF PLANT MATERIAL.
EACH PLANT BALL. 4"~ ROOT CROW AS DUG UNACCEPTABL w . . . UNACCEPTABLE SOIL SPACING VARIES (SEE PLANT SCHEDULE 22 TYPE II PLANTING MIX COMPOSITION SHALL CONFORM TO CHAR-MECK LAND DEVELOPMENT STANDARDS. ANO REFER TO LANDSCAPE PLAN) ) COVERING 23)IT IS THE RESPONSIBILITY OF THE CONTRACTOR /LANDSCAPER TO NOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THAT
o g~. . , ~ I 1" MAXIMUM OF SOIL ~ 4. SOAK EACH PLANT BALL AND MIN. ,~~r;,~:';~ Q • • • . ~';*;,~.;:;~;':u.' . • COVERING ACCEPTABLE ROOT CROWN AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL [phone] OR THE URBAN FORESTER NAMED ON THE
o AF R ~ ~ t:, , PIT IMMEDIATELY TE ::y,,;,.: ~ w : . NATURAL SOIL LINE APPROVED PLAN FOR ANY CONFLICTS REGARDING SIGHT, SIGNS, OVERHEAD POWERLINES OR OTHER UTIUITIES. ROOT CROWN TO BE AT
~ A N. % ~ ° NATURAL SOII INSTALL 110 "V" TRENCH AROUND 5 ENTIRE PLANTING BED ~ FINISH GRADE + 1
o a ~ EDGE OF TAMP SOIL MIX UNDER 2" MULCH AT CROWN
PLANTING BED T MIX EACH PLANT BALL TO FINISH rr 3" LAYER
~ CUT ROOTS AS NECESSARY MINIMIZE SETTLEMENT m IN CONTAINERIZED PLANTS GRADE -~--OF MULCH
~ THAT ARE POT BOUND
E W TYPICAL PLANTING BED DETAIL
0 0 ~1 ~ 14.1 ~
Z PREPARED PLANT BED/ SOIL MIX
N0. DATE REVISION BY SUBGRADE PROJECT NO.
o ACCEPTABLE CONDITION UNACCEPTABLE CONDITION m S ERED EDITION SHEET TITLE 2so207
~S~ AS DELI EKED AS DELI RED UP TO MAX. 12" FINAL ( V ) ( ~ ) PERENNIAL PLANTING DETAIL s~ LA DSCAPE PLANTING
W ®CENTER OF BED GRADE o 0 0 0 4 NTS N.T.S.
0 2"/FT NOTE: o A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED DETAILS AND NOTES °A~ 03/17/05
h F EXISTING EQUAL SPACING EDGE OF WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT PREPARED BY oRAWNer
U GRADE BETWEEN ALL PLANTS BEO TING TREES WERE NOT PLANTED/GROWN T00 DEEPLY AT SOURCE PROJECT SLB/SNH ~ ' ~C, D CHECKED BY
v (NURSERY). LANDSCAPE CONTRACTOR SHALL NAVE SUPPLIER . D RIDE ~ . . D CREEK PARK AN MALLAR 0 ; DS , ~i SNH/BJD
r', TYPICAI RFf1 M~IINf)ING TYPICAI PI ANTIN(; RFC PI AN eaeRU r.Rnl In1n I GvFI I INF AR(1VF R(1(1T RAI I IG MTV ARR(1RICT ~,~/~ip.~l.9.:.~ n ~ n r r+r n~+A r~ nr A rum
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT ~y®•®~ f 1 /11G d.lv. I-F-JI DE r-ldil~G DNAY&KNO.
U CROWN, THESE TREES WILL BE REJECTED. I - CHARLOTTE NC 28262 - 21 LAJ
POST, BUCKLEY, SCHUH & JERNIGAN, INC. SHEET NO.
co SHRUB PLANTING BED
ROOT CROWN DEPTHS TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) g 2 3 ERS) 400 EAST TRADE STREET 5200 EAST 77 CENTER DRIVE, SUITE 500 • . CHARLOTTE, NC 28217 ~T p S Y~
N.T.S. CMLOS STD. OTL 40.058 N.T.S. CMLDS STD. DTL 40.Q W M. DTI.. 40.09 PH 704 522-7275 CHARLCTfEAREA rRANS/TSYSF£M ~~,111111~1~ CHARLOTTE, .28202 FAX [phone]
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2 h`"P2~~ ~R 85 I ?Ik~~ PF
O CJ O c~ p O p CJ O p C b b b b 0 0 0 C~ O
W I q 1 ~f
/ B(~ / •
y1
~y0?
VICINITY MAP
•
Q
INDEX OF SHEETS p °
CIVIL: CDOl COVER SHEET •
4
C002 TOPOGRAPHIC/ WETLAND SURVEY
CI 00 SITE' PLAN 7 0 ~ 9 C 9 ~ 9 J
C200 GRADING & STORM DRAINAGE PLAN
C300 EROSION CONTROL & DEMOLITION PLAN __I
• ° ,
C400 EROSION CONTROL DETAILS & NOTES - ~ - ` i C C C C I C C C C C C J
C401 SITE DETAILS & NOTES
C402 SITU DETAILS & NOTES •
A I
C600 UTILITY PLAN I ~ ~ ~ ~ ~ ~ ~
~ D 00 0
L100 LANDSCAPE PLANTING PLAN
L200 LANDSCAPE PLANTING DETAILS & NOTES v ~ r~ M,~I 1 t 205
DENk N+ATE~t ouA~~rr
ARCHITECTURAL: CI APPENDIX B I ° 9t~11ANDS AND 5T0Rl~ATEk BRANCH
AI.O PLAN AND ELEVATIONS ~ I p
Al.l ELEVATION, SECTIONS AND REFLECTED CEILING PLAN ~ I _
A1.2 INTERIOR ELEVATIONS, ENLARGED PLANS AND FINISHES I
A1.3 PASSENGER SHELTER PLANS, ELEVATIONS AND SECTIONS
A2.0 WALL SECTIONS & DETAILS
• ' '
- A2.1 DETAILS " -

STRUCTURAL: 51.0 FOUNDATION/ SLAB PLANS AND ROOF FRAMING PLANS 51.1 SECTIONS AND DETAILS t ~ `
51.2 SECTIONS AND DETAILS _ ~
ss ss ~T n u
MECHANICAL: MP1 PLUMBING AND MECHANICAL PLAN _ u n ~ u
ELECTRICAL: E1 ELECTRICAL FLOOR PLANS
,1111111111
E2 ELECTRICAL SITE PLAN, POWER RISER AND PANEL SCHEDULES CSR
0 li ~ ° osc°°°••.
E3 ELECTRICAL SITE PLAN, POWER RISER AND PANEL SCHEDULES 0 • P~ 9,0 . F 9
;`O y -
E4 DUKE LIGHTING/ SLEEVING PLAN :~4~ 1293 ~o~= Ze
'°~j y: N0. DATE REVISION BY a
PREPARED FOR: PROJECT N0. ~ • SHEET TITLE 2so2o~
~-,,1.1111,1. COVER ~~,1 _ ,
1 - 40
Ua • • l'S` DA1E d 01 /17/05
PREPARED BY I ~ I I ~ oRAMM BY
¦ ¦ ¦ ¦ ~~h it~~ii PROJECT SLB
• ¦ ¦ ~ ,•,c'~ ' % MALLARD CREEK PARK & RIDE CNECKEO a
~ ~ ~ , ~ ~O.•n~SSI~I,'.I~TY ~i n - SNf'I
'HIV' 1712 J.N. PEASE PLACE DRAWER NO.
CHARL0T7EAf7EA TRANSIT SYSTEM EAL = CHARLOTTE NC 28262 - ¦ ¦ O S
111 euc a 28933 = SHEET No. mwwuamnasba T, KLEY. SCHUH JERNIGAN. INC.
400 EAST TRADE STREET PROJECT ARTIST: ~ ea cMdla NC~d1B , o
: CHARLOTTE, NORTH CAROLINA 28202 RUDY RUDISILL MlIOMBOItlNO CONCEPTS 400 EAST TRADE STREET NEIGHBORING F 5200 77 CENTER DRIVE, SUITE 500 'i ~1I~EF F~~` Ccool HARLOTTE, NC 28217 ~i 9ti ~0 5•
CONCEPTS . ~ PH (704 522-7275 9REq S. CHARLOTI£AREA rRA1vs1TSYBTEM
1=Ax 7 2 2 ~ CHARLOTTE, NC 28202 WWW.PLSJ COM ~~,/11111111,~0

0
r w
w Nw~9 ~
0
rn CATCH BASIN
TC=669.63 Q
~ INV.IN=652.73 ~ G OV. HUNT RD. a
i .OUT=652.63 GUARDRAIL / NV PUBLIC R/W VARIES -r- - CURB ' ~ 9L ~ r
s
_ CURB _ 670 f' ~ c 9J- _ - URB
- ~ - ~ _ _j~ - t - ~ - ~ ~ r- - - D CREEK p ~
- _ -:.~-N-11-39 - i ~ _ _ r FF~ ~--2 ~I~ MALLAR ~
r r - _ _ _
~ , - 66 - --=~-a ~ _ - - 3~ - _ - r _ _ _ ~ ~ N 1- ~ a ~ pig-. s - _
r. _ _ _ I - _v I ~ ~ _ _ ~ " - -Gp _ - - 655 _ _ r ~ - . 17.5.x9' > , SITE r..
~ / ~~i 1
_ 1 ' I ~ - = _ - - - - - _ _ -'-----ti.~- ~ V ~ - , i i _ A C~ LINE ~ ~ F N , f i < ~ 1 646.58 ` , ~ ~ _ _ _ / / , ~ f r` x 655.3
- x ~ ~ l l ~
~ ~ ~ ' ~ % 1 ~ 1 ' l \ 1 ~ ~ r ~ 0
~ r 1 1 ~ ( x P ~ ~ l F 1 / ! % / ' ~ V ~ ! / ~
i ! ~ 18in oa~C / ~ 9 ~ 6~7.?~ ~ ~ ~l
I r / 1 V \ ~ ~ 1 ua1.5 ~ ~ ~ ~ 1 _ ~ ~ v) ~ ~ i FE,,~ LINE o ~ ti
~ ~ ~ rl , ~ x 659.5 ~ ~
! ~ ~ I Al - :661.2 r ~ ~ ~ ~ :657.6 r• 657.6 ~ r x 653J 24jn-wak 6 WT.
~ } i I j r I V' -1 ~ 1 Ax6~;i~t2 ,~~656.C~ ~ Rfs - ~ ~ ' ~ BL
~ ~ ~ I ~ 6~~;.r'~ ~ ~ V \ \ ~ ii56.7 ~ ( i j 1 I ~ ~ ~ 656.7 _ / / ~ ~ ~ i
i ~ i as I ~ ~ ~ ~ ~ , ~ \ ~ 65 .2- /
f ~ ~ ~
~ i
r r r f i f \ ` J x I ~ I ~ ~ ~ / 1 ~ r ~ ` _ ~ ~
i i` v x 6'1.3 ~ ~~~''x '53.7 i ~ 11 / i t ;~•~~I ~ ~ 6 04713107 VICINITY MAP
1 \ ~ ~ f ~ ~ l l ~ / i '.I ~ I~ ~~I - - - 1 , (BY MERGER/11892-532) _ _ ~65~j~`' 6a6.~ ~b_ ai ,r, 3~' N F QUEENS PROPERTIES LLC
~ 1 l ~ , f 651 G ~ ~ ~ A ~ ~ ~ ~ - . _ F ~ ~ ~ i - NOT TO SCALE
I ~ r ~ ' r ~ ~ rfi~ .6 ~ ~ 1 ~ j" x 6as.~ i ~l x 6a~.~~ ~ ~ ~ 047131( @4,713107 _ ~ . ; i ~+,m ~ M37-101
i r ~ ~ MER~GER~1~892-r5S) , ~ ~ ~ ~ MALLARD CREEK R
Q~E~NS PROPERTIE.S~ LLC ~ / ~ r- _ (VACANT)
~ ~ i 1 rn j q ~ i ; ~ ~ ~ ~ fi~3 ~ ~ ~ - - / / / ~j-_ - OE Overhead Electric
i ~ I r'" ~ ' l i , A„ A 645 1 ~ ~ ~ ~ i' ~ ~ 1 r x1649. ~ ~ r x ~p73. ~ ~ '~M-~-" RD, ~t~ RD 6 ~ ~ ~ i ~ ~ ; FES Flared end section
6a,,.8 ~ \ ~ ~ ~ ~VACAN _ _ ~ % r ~ 519.1
1 ~ 1 , ; ; l / / ~ • ~ D I TC~i / RCP Reinforced concrete pipe
i ~ r-, / ~ A ,3 W~E ~ f r ~ I ~ ~ ~ ~ i x ~ - i~-'~ i r ~ / = ~ / I ' UT Underground Telephone
~ / i - - ~ ~ ~v, _ , x s.a ~ ~ i 629.?
~ r l f ~ l ~ z ~v ~ ` - . 1 ~ ~ ~ ~~1 l ~ x sa.~ . ~ ~ ~ ~ x ~ , _ - f ~ ~ ~ x 647 l , ~ , ~ z z ~ ~ \ \ x 6~.:. ~ 6•t3B 6it3B~ , _ ~ ~ -~6~.9~ ~
- ~ !636.a 6:.0.3 Edge of Pavement - - - - - - ----____...~~~a ~ / ~ ~
~ ~ ~ 04713107 1 ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ~o / _ , ~ ~ r / ~ Gas Line G G G
BY MERGER~11892-'5,32} ~ ll / , / ~ ~ ~ ' ~
( 1 i i , - ~ P RTF S LLC i ~ I l , / / ~ ~ , ~ _ - N~F QUEENS P,RO E ~ ' 1 ~ ~f l ~ ~ ` ~ / ~ % ~ ~ >`~'3~a,6 ~ ---.tea -1-~- , - " i , Water Llne W W W -
~ i / M37-101 ~.h ~ . ~ ~ I , ' % ~ ~ , ~ ~ x ~ x ~.1 v i ( ~ I ; ~ ,><646. i x 64 ~ ~ E~4.2.., ( x c~40.5 X40.3 ~ r -~£~8.4 ~ io ~ Y b3°; ~ ~ 63u.~ ` 35.1 x/634.1 $ PVC
MALLARD CREEK'RD i ~ I / X U ~ 63o.a Existin Sanitar Sewer - S- ~ W i` / / 31 a WM
t ~ i ~ / / ~ ~f~ ( ~ _ ~ I I ~
n f r . l v ~ ~ ~ c ~ 'I: f / ~ ; I ~ ~ f 1 ~ ~ ~ ` ~ ~ / i ~ sa.9 Water r _ --1 ~ Mete ~ % ~ i _ - ~ ~ 31.C 631.3 WV
t ~ f I 1 r ~ i' / x o. ~`a 636,3 6~ X ti ~ w Water Valve ~
I ' I 4 arc c x63y.4 6 9.2 1 _ r ~ ~ 64.1 ~ x ~2, % ~ ,~d. _ ? 6,.6 ~ ~ x 637.2 r- x 60.9 '3~.6 31.2 z , (6 / 6~~1
~x~,G~; n ~ 1 r ; < 64~. i ~ ~ ~L. li i r~~ ~ ~ p t ~ ( / ~~.4 / ' Existin Sanitar Sewer Manhole S r ; ~ 9 Y
~ ~ ~ I r ~ i ~ 6 r r ~ ~ ~ x " ; , x ~ ' ~ ~ ~ .631.9 636.s WFLTLAND ~ I n Existin Iron Pin EIP
~IJ l ~ I / i ,i i A, 6 CATCH BASIN ~ t 'I! ~ ~ ! ~ ~ ~ ~ , ~ 6.;x.0 w, ~ g
- ~ ~ I f ~ , ~ ~ r ~ TC-660.35 ~ ~ ~ 'tt - , ~ L~'MITS I ~ ~ .631.9 7. ' ~ ~ ~O- Existin Utilit Pole ~-fi3 0 ~ 63b~. ) ~ p ~ g y
_ ~r I ~ % x h+iJ$ x a .636.0 \ x 6.,,7.6 - _ ~ nor , ~ INV.OUT-647,63 , ~ , b4~,, - r:~,7 a ~ . ~ ~ t CL-~I-TCH _ ! ~ ' ~ ~ ~ 630. ~ m ~
/ 1 ~ ~ ~ \ ~ ~ ~ + ~ i ~ ~ 3' IDE i r ~ z Existin Fire H Brant ~ 3~, _ W _ _ - - . ~ . n3L . 9 Y ~ - - _ - _ 631.3 'S~y4
~ ~ - TR LINE ! / ` ~ > b / ,~,0.a
` ~ ~ ~ - - L- ~ ~ ~ ; ~ - J ~.j~ ~ _ -a _ ~ _ ~ uS0.9 60.8 i ~ b50.6 ctix,;';; _ _ _ _ , ~ ~ - ~ . Paved Areas
BLOCK ~ ~ . - - - / v r.30.
f ~ ~ 635.3 6c1.4 f~3~.~ ~ v 636.7 x 635.? X 635.4 x X13 x 6 RETAINING ~ ~4a/~ ~ ,63. ~ ~ ~ >~~44 ~ ~ ~ ~ X13 x 6 ~ - `'1 ~ ~ ~ ~ 'p, - Conc. Areas
, ~~~~LINE_ 1 - ~ 631.a Pro ert line - - - - - -
~A, ~ ~ P Y ~ ,
~ ~ ~ ~ ~ ~ n ~ ~ ~ i 348. 3' % TELE. ~ ~ S 12 46 0 W , , ~EIP , WETLAND LIMITS
_ c___ - _ PED. I _ ~ ~
S 12 4$17 W : `'-;f • ' - - - - ~ _ y ; ~ f- ~ - - ~ RAPHI ALE - ~:r.
264:24 ~ - - - - - - , ~'~~'.r'~'` 30 0 16 30 60 120
~ EoP ~ ~ CATCH BASIN ~ ~ \ `
~ ~ ~ ~ TC=635.40 e ~ ,p ~ . ~ ~ ~ A - t ~ ~ `~s ~q ~ INV.OUT-6 .50 ~ ~ \ ~ ~ ~ S \ \
ss tt ss ss ss~ ss ~n ~~SS ~ ~ ss m a tt u as , a: s _ as ss ss ss ss
i l i f- ~ IN FEET a ( )
1 1 ; r` r j 24" RCP ~ ~ ~ ~ ~ 1 1 inch = 30 ft.
_ - ~ - ' - ~ --f-- - " ~ ~ i tt OT S;
CATCH BASIN - - - - ~ - T - - - - - - - SSMH 15 RCP ~ ~ / ~
TC=645.11 / - ~ RIM=650.18 \ INV.IN=640.91 ~ ~ SSMH 1. PROPERTY LINES SHOWN ARE BASED ON MB37, PG. 101 AND MAP PREPARED BY POWER ENGINEERING CO. DATED 3-01-2002 ~ 3 , A FULL BOUNDARY SURVEY WAS NOT PERFORMED IN CONNECTION WITH THIS SURVEY.
INV.IN=642.43 I .OUT=640.51 ` NV ~ a R RIM=632.40 cp INV.OUT=626.76
INV.OUT=642.23 CATCH BASIN 60' PUBLIC R/W ~ 2. BELOW GROUND UTILITIES BASED ON ABOVE GROUND APPURTENANCES OR MARKINGS.ACTUAL SUBSURFACE LOCATIONS MAY VARY
TC=644.06 tt ~ ~ AND NEED TO BE VERIFIED BY SITE CONTRACTOR, PRIOR TO COMMENCEMENT OF SITE WORK. \ ~1?
a " =639.31 SSMH N INV.IN(15) CATCH BASIN » RIM=635.67 ATCH BASIN ~ 3. HORIZONTAL DATUM BASED ON SURVEY PREPARED BY THE CITY OF CHARLOTTE (NAD83). VERTICAL DATUM IS BASED ON CITY MONUMENT IBM
N INV.IN(18 )=639.26 a IN .INN =626.08 TC=635.16 C=635.16 ~ ~ WITH AN ELEVATION OF 732.08 NAVD 88 . ( )
- V ( ) INV.OUT-639.16 INV.IN 24" =6 a = 08 ( ) o INV.IN(S) 630. „ 4 =629.74 ~ JV.IN(2 )
INV.OUT=625.88 INV.IN(18 =6 a JV.IN 18" =628.86 4. SURFACE FEATURES, CONTOURS AND SPOT ELEVATIONS SHOWN ARE BASED ON ACTUAL FIELD SURVEY. ( )
INV.OUT=626. JV.OUT=626.76 5. 0 LY TOPOGRAPHY A D ETLA D BOU DARIES ERE PRO IDED BY PBS&J. N N W N N W V
s 0 U
0 a
0 r,
x w N
O O •
T Z
~i a CHARLOTTE
d ENGINEERING DEPARTMENT
9
0 r: 0 JOB N0. REVISIONS PARK 8c RIDE
N O O7 PROPOSED PARK & RIDE LOT
ry N MALLARD CREEK TOWNSHIP
Q U v MECKLENBURG COUNTY FILE NO.
NORTH CAROLINA
v
BENCHMARK SUMMARY
l DRAWN BY: yaw TOPOGRAPHIC/WETLAND SHEET
m Label Northing Coordinate Easting Coordinate Elevation Description
FMI CHECKED BY: MEF SURVEY COOZ POST, BUCKLEY, SCHUH & JERNIGAN, INC. OF
BM#1 5779147.66 794719154.88 662.54 CONC. MON. 200 EAST WOODLAWN ROAD, SUITE 310 SURVEY SUPVR. DATE: 6-07-04 SCALE: 1 inch = 30 feet
CHARLOTTE, NORTH CAROLINA 28217

- ,r; , - - ~t+++.,1,x,,1
I,~,,Ip.~,+il
EXIST. CURB & GUTTER MA LL AR
D CR _ EE _ K _ RD - _ NG .E K RD .R W
- _ ALO ' _ PE _ RI M - ET VA RI ES f 80 ET
ER . OF INSTALL CONC. PAVEMENT, MATCH EXIST. ER OF 171 2J , .N. PE PROPOSED 1470 LF 5 AS SIDEWALK TO BE
SIDEWALK & FLUSH W/ TOP OF EXIST° CURB EP LA CE INSTALLED PER CHAR-MECK LAND
s ~ N ~ DEVELOPMENT STANDARDS
w-- w, 15°39 54 E _ i ~ , ~E -
289.67'
, _ 0 o ~
r - ` h 5 00 _ _ . " TYP. o -
6 ~ _ ~ ~ ,
~ ~A ~ , ~ 20 0 20 40 60
END P ~ ~ IIE N 1g°41'1 " 1 pine
INV.=66.58 FURNISH & INSTALL SLAB ' -..2 E ~ / ` ~ 17
__------'"-TOP STRUCTURE (SEE SHEET C401) i 5.6g'
PROPOS 1'-6" I ED CURB & GUTTER,
TYP. SEE SHEET C40~--~. - I~ I _ 2011v ~ ~
~ _ ~V41 - _ / Irr1, SINGLE SHOEBOX LIGHTI G TO BE 35 _ o ~ ~ /
0---_...1 _ . INSTALLED BY DUKE POWER SEE T1'p, - - _ _ ~ ~ I i^~ • / 24yn u~1 _ _ I
( - NOTES 4 & 5) I ~ \ \1 ~ ~ ~ ~ _I- _ _ ~ ~ i ~ 1
I I 11 PACE ~____-_LIMIT.O~ 50~ OODED BUFF x.50' o ~ o o / ~ . _ 41 ~n - ~ l ~ 0 1 ak 1 oak
ER 25.00 ~ '"'~•.r \ _ _ . ~ ~ f o 1
0 ~Oin~ak / ~ 201n u 1 CONSTRUCT M ~ ? ~ 1 ODULAR
0 S o I ~ 8.50 ACE ° \ / RETAINING WALL ~ Bin oak
so WHE L ~ • 18.5 E STOPS, TYP. 0 r~ ~ o ~ (SEE SHEET C200) e 0 0471;3107
2 5 ~ TYP. F. 0. C. R ~s ~ ° ° - _ BY hJ1ERG R 11 T h ~ SP © _ ( E ~ 892-532)
0 1 5. • I ES _ ~ N F UEENS PR 15.88 850 ° \ / Q OPERTIES LLC
50 cn R2• ~ ~ / ,50 ~ p ~ 0 2~in oak M3?-101 R2 I • Q 1
~'sr PROPOSED BITUMINO ~ ~ .s 0 US 'Ar? ~ ~ 3 MALI-ARD CREEK RD s ~
Q ~ 2.5 PAVEMENT, TYP. a ~ R o 5~ \ / VACANT ~ ~ )
24.0 I~ ® I s ~ DOUBLE SHOEBOX
TO F.O.C. ~ 0 50 r• R2 LIGHT, BY DUKE POWER, TYP. o ,
`'s o a SINGLE SHOE BOX LIGHT, BY DUKE
to . o " o 'so 0 WITH SECURITY CAMERA BY SECURITY EXIST. TREES TO REMAIN, TYP. 25 ~ R I CONTRACTOR, TYP.
~ ~ ' Sp 850 ` TREE PROTECTION, TYP.
04713107 CES 1~ I TYP. 1~ ~ •S~ ~ \
(BY MERGER~11892-532. ~ i SP 0 ES ~i yo / \
N F UEENS PROP R 5 868 9 S / Q E TIES LLC R2• ACES 4.00 ~ ~ CES R ~
M37-101 5 9 S MALLARD CREEK RD I l h R~•• ACES h ~ I .ES 10 S ACE In o k
I + ~S COORDINATE RELOCATION ~ 0 _ ~ 1 LEGEND
OF EXIST.j UTILITY POLE I ~ ,50 0 S ACE i1~ gu /
WITH DUKE POWER CONSTRUCT PROPOSED 1 -6 CURB & R2 ~ / ~ L; o - - LIGHT POLE (SINGLE LUMINARE)
_ `'s ~ 8.15 ,p GUTTER PER CHAR MECK LAND o • ~s DEVELOPMENT STANDARDS, TYP. _ 8.1 ~ o ~ i ~ g I o I
I' o -DOUBLE SHOE BOX LIGHT, BY DUK •50 EXIST. OVERHEAD R2 Q~ ~ \ / SECURITY CAMER 0 ~ ~ ~ A W/ POLE t2.5 ~ ~ i
.s 0 POWER WITH SECURITY CAMERA BY ELECT. ~ 0 2,5 ® ~ ~ - so 10.20 ; _ _
R SECURITY CONTRACTOR, TYP. LIGHT POLE (DOUBLE LUMINARE) 'PLY 4" WHITE PAINTED 2.5 ~A '
_ ~ c ~ APPLY 4 WHIT ~ w ~ ~ ~ R2S 50 PAVEMENT MAF R ~ ~ iVEMENT MARKINGS, TYP. o 'so ~ ~
o c c a RZ• N ~ Y ~ 'Q o ~ ® PEDESTRIAN LIGHT s
~ ENTRY SIGN TO BE ~ ~ ~ 0 'so 5 r
~ N Q ~ FABRICATED & ® a c so m 9S o ~ ~ ~ S ~ ~ Icy INSTALLED BY PA ES 75 ~ R~' SECURITY CAMERA ON LI GHT POLE
~ w * 0 h ~ 1'0,30 ~ i OOD (SEE 9 SPA ES m'. I 1'0,3' 'P? ~o 0 I S
z ~ NOTES 3, 7, & 8 0 a• ~ B PTZ (PAN, TILT, ZOOM CAMERA 5 ~ / .o )
10 p N ® AC $ - g 8 ~ 10 PAC S 1~ 0 R
~ I o~ ® 5 ~ Z• STORM DRAIN h R
50 c c c c ~ 3.00 FfP., UNLESS 50 ~ c ~ • o ACS ~
R2' R ~ c c la o5 h o NO D OTHERWISE s FUR ISH & c o ~ ~ ~o RAIN CARD N $ PAC ~ ® E DRAIN o S T 8, l ~ ~
I o INSTALL c c ~0 0 c c YA I . ~ .o
o PR C 5 ~ c c EAST 2• ~ c ~I ~ a R •s ~ c c I ? •O,C % ~
N h o CONC. o ~ 1, i o W 00 t I F ~ 1 ' 1.57 ~
~ ~ WHEELSTOP, APPLY PAINTED PAVEMENT o TYP° g0 TYP. MARKINGS, TYP. a R~'
so so ~ C ~ ~ ? ~ i~ cS0 5p Q JN PEASE PLACE 2'-6" 1'
7 ACCESSIBLE SPACES ~ REGULATORY;SIGN TO BE o v R2' •S 18' EXISTING PAVEMENT O ~ `~Sp SA CUT 1' MIN. MIN.
FABRICATED& INSTALLED ~ i W ~ o f ~ ~ F C2 W ~R
BY EAGLEWOOD (SEE a 800 FURNISH & INSTALL ~ OM c1 150 LF OF BLACK h OF CF
NOTES 3 7 ' o TYP. 5 0 8) ® o ,p T .50 p0 'P? COATED CHAIN LINK h ~ R
' AO © ~ U 0 ~ ci so 0 FENC ~
5 ° o 0 o ~ 8°50 Q,: 2.5 E ~ ~ so R O st *4" MIN. ,
8.00 I T ~ T1P. 13.4 ' `so M h
CA U ' 1 TCH BASIN Q R 0 S ACE U D1 E1 R
TC=660.35 0 500 ~ -E4. SPACED ti ~ UNDERCUT AS NEEDED
INV.OUT=647.63 ~ ~ O rn R .0 5 SpA l AND REPLACE WITH ES o°
~ VMS DISPLAY PAN • ~ - PEDE IAN LIGHT, BY DUKE POWER, TYP. PAN ® * MATCH EXISTING PAVEMENT SUITABLE MATERIAL TO BE d' THICKNESS-MINIMUM VALUE IS SHOWN PROPERLY COMPACTED
FURNISH (SEE ARCH. PLANS) & INSTALL ACCESSIBLE PARKING LANS)
~ SIGN CENTER OF STALL, TYP. FURNISH & INSTALL DRAIN INLET,
0.5 CONSTRUCT HEADWALL LOCATION CONSTRUCT CONC. FLUME, TYP. OF CAMERA W POLE INSTALLED (SEE DETAIL SHEET C401) MINIMUM PAVEMENT SCHEDULE
SEE SHEET C200 10 ( ) .33 15° D / BY CONTRACTOR TYP. PROP. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C CONSTRUCT RETAINING WALL c1
- 0 10.35 FURNISH & INSTALL f118 LF OF HANDRAIL 8.05 AT AN AVERAGE RATE OF 112 LBS PER SQ. YARD PER INCH (TWO 1,5" LAYERS) SEE SHEET C~00
W 'A ~ CONSTRUCT COMFORT STATION, 2.0 •o ( ) " E C2 PROP. 1.5 ASPHALT CONCRETE SURFACE COURSE, TYPE S9,5C
np. ~ o- - ~ _ ~SEE__SHEET ARCHITECTURAL PLANS XIST. WETLANDS AT AN AVERAGE RATE OF 112 tBS PER SQ. YARD PER INCH
5 ~ ~ _ EXISTIN 2• ~ GROOVE JOINT N G BLOCK ¢ ,g,0 ~ SIDEWALK, oo CONSTRUCT CONC. SIDEWALK PER 40 SETBACK D1 PROP. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE S9.5C _ EXIST. DITC CENTERLINE AT AN AVERAGE RATE OF 114 LBS PER SQ. YARD PER INCH
R T ~t a ~ TYP. E AINING W CHAR-MECK LAND DEVELOPMENT _ ^ PROP. MINIMUM 4° ASPHALT CONCRETE BASE COURSE, TYPE B25.OC
WAIL ~ 8 7 STANDARDS E1 ` AT AN AVERAGE RATE OF 114 LBS PER SQ. YARD PER INCH
I FURNISH & o 3.08.1-I 11.50 11.50 FURNISH & INSTALL SIGN STALL SIGN M MILLING ASPPALT PAVEMENT 1.5"
3 -INSTALL SIGN r •08 TYPE R7-1 ENTRY SIGN TO BE FABRICATED & ~ TYPE R1-1 ~ ( )
INSTALLED BY EAGLEWOOD* SEE `0 EXIST. 5' SIDEWALK R PROP, 2'-6" CONCRETE CURB & GUTTER
( NOTES 3 7 & 8 ~ 26.00 o WALK
TO F.O.C. ~ - - - ~ EXIST. 2 -6 » CURB & CURB & T EARTH MATERIAL
LANDSCAPE UPLIGHT ® 00 0 ~ FURNISH & INSTALL SIGN GUTTER - ~ o M, - TYPE R7-1-15 - - ~ a- . , S 12°46'01" W CATCH BASIN U EXISTING PAVEMENT
~ °7 PATCH TO MATCH n O _ _ ~ n~ •i •n. - y W ~ t F MATCH TC=635.40
EXIST. SIDEWALK - ~ ~ •ti ~ n :WALK INV.OUT=630.50 L U
_ . a W,i _ _ _ - ' - . -
i - - J ~ . :-r ~ ~ - -
~ - a FURNISH & .........,...~...L.------- , , ~ - _ CONSTRUCT ACCESSIBLE RAMP, MATCH~'~. ,p INSTALL SIGN • • • • • • ~ ~ ~ • • • • • • • • " " • • • • • • . . . . _ ~ -
' , . , , •1/fytS••DISPtA~'•,PANEL••(SEE •ARCH: •PL•ANS} • • • • • • • • • • ~ • ' EXIST. SIDEWALK PER CHAR-MECK LAND ~ ~'~o TYPE R5-2 ` • • • • • • ' ' ' • • ~ . y,p
. _ li O,h4• SHELi'ERS; SEE • . DEVELOPMENT'--STANDARDS.: • • • • .
•A •HI CTURAL• PLANS• I
- . _ ~•INSTAL•L••~ONO~•PAVEMENT,.'MAT.CH•.EXIST. , . , , , , • CONSTRUCT TYPE III DRIVEWAY ER ` . PE E ~ ~ ~ PL ~ AC ~ E ~ R W 60
~ CHARMECK STD. SEE SHEET C401 - - "151'k•:Cl'!RB'.:'.;.',',_•, , • • ~ • • • • • a _ a - - s~, ' ' ' ' ' ' ' ' ' ' ~ ~ ~ ~ ~ 2 5 16 05 REVISIONS PER DWQ COMMENTS ASH _ 7 s .
``=TIE TO EXIST. CURB & GUTTER U SITE DATA ASH ' 1 5 6 05 REVISIONS PER CDOT COMMENTS
j TOTAL SITE AREA : 3.00 AC 130 680 SOFT CONSTRUCT ACC S v OWNER: CITY OF CHARLOTTE & REAL ESTATE DIVI510N ES IBLE RAMP ~ ~ NO. DATE REVISION BY i PROJECT N0. \
~ ADDRESS: 600 EAST 4TH STREET, CHARLOTTE, NC 28202 IMPERVIOUS AREA , 1.59 AC 69,463 SQ.FT. PATCH BIT. PAVING AS NEEDED , . ~ LANDSCAPE AREA 1.41 AC 61,217 SQ.FT. _ _ _ SHEET TITLE 2soso~
_ v 20NING: NEIGHBORHOOD BUSINESS (CD) PETITION# 01-36 SETBACK REQUIREMENTS: GENERAL NOTES CONTINUED: SITE PLAN _ '
JURISDICTION: CITY OF CHARLOTTE FRONT SETBACK: 40' LIMITS OF ASPHALT OF ASPHALT AND CURB REPAIR AT BUS 1 20
o PROPOSED USE: PARKING FOR CHARLOTTE AREA TRANSIT SYSTEM/ REAR SETBACK: 50' S.) CONTRACTOR TO COORDINATE THE INSTALLATION OF THE PARKING LOT AND PEDESTRIAN STOP-180'L X 21.E 180'L X 21.5'W 02/16/05
o TRANSIT ORIENTATED PARKING LOT LEFT SETBACK: 25' LIGHTING WITH DUKE POWER. SEE DETAIL THIS S m TAX PARCEL NUMBER: 04713107 ( IETAIL THIS SHEET) PREPARED BY , DRAWN BY
uryi TOTAL LOT SIZE: 3.OOAC 130,617 SQ. FT. RIGHT SETBACK: 25' 6. FLUME WIDTHS ARE 3' BACK OF CURB TO BACK OF CURB UNLESS NOTED OTHERWISE. ~ RA NO S: ) ' a LOT: 1712 J.N. PEASE PLACE GENE L TE PROJECT SNH/SLB ,
v 7.) CONTRACTOR TO COORDINATE INSTALLATION OF SIGNS WITH EAGLEWOOD. ~ CHECKED BY N RIDE MALLARD CREEK PARKA D 1 ~ 0~.~' 'bSC° ° BJD SNH
PARKING DATA: 1.) ALL DIMENSIONS ARE TO BACK OF CURB OR UNLESS NOTED OTHERWISE. ~ ~A~:~N IIVI I~ T f} TTt~/Vt'1 TlT INT l
REQUIRED: NO MINIMUM 8.) •EAGLEWOOD IS RESPONSIBLE FOR VERIFYING THE HEIGHT OF SIGNS FOR VISABILITY PER "~uWr'®~?? ° ~ F - 1 /1 b JAV . YL~A~I~ YLAG DRAWER 0.
PROVIDED: 204 2.) ALL DIMENSIONS ARE IN FEET. CITY OF CHARLOTTE PARK AND RIDE SIGNAGE PROJECT DOCUMENT TITLED m HANDICAP: "ARCHITECUAL SIGNAGE" DATED MAY 23 2002. CHARLOTTE, NC 28262 -
REQUIRED: 7 (AT LEAST ONE BEING VAN ACCESSIBLE) 3.) EAGLEWOOD TO FABRICATE & INSTALL THE REGULATORY & ENTRY Iff I U ST. BUCKLEY, SCHUH & JERNIGAN, INC. - SHEET NO. PO
o PROVIDED: 7 (1 VAN ACCESSIBLE) MONUMENT SIGN AS NOTED ON PLAN. THE CONTRACTOR IS RESPONSIBLE FOR 9.) ALL CONCRETE SIDEWALKS A ''•:~3 i 400 EAST TRADE STREET
` INSTALLATION OF THOSE SIGNS SHOWN ON SHEET C401 OF THIS PLAN SET. ) RE TO ADHERE TO THE GUIDELINES OF CHARLOTTE STANDARD: 159 (8.5 x 18.5) MECKLENBURG LAND DEVELOPMENT STANDARD #10.22 (SEE SHEET C401). 6 COMPACT. 38 (7.5' X 18.5') 19% OF TOTAL SPACES 5200 77 CENTER DRIVE, SUITE 500 CHARLOTTE NC 28217 \v .Odd cl 00 S
4.) DUKE POWER WILL INSTALL & MAINTAIN THE PEDESTRIAN & SHOE BOX ` BUS SHELTERS: 2 (5'8" X 19'8") 10.) ALL PARKING SPACES SHOWN ON THI PLAN ARE PROPOSED. PH 704 522-7275 N, HO CHARLOTfEAREA rRAN3/rSYBTEM CHARLOTTE, NC 28202 FAX [phone]
m LIGHTING. g WWW.PBSJ.COM 05
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_ 5 - - - i _ _ - . _ ~ - _ RAINGARDEN SUMMARY:
_ _ . ~ ~
____J--- - ~ _ _ - - - _ _ „ , _ ~ - Surface
.F - _ _ - - - k;~-- Top of Raingarden Depth of Area Volume Size of Length of
_ -YRR ' _ _.7 Raingarden Raingarden Dimension Raingarden Required Required Underdrain Underdrain
_ - - - _ 6 Number Elevation (Et) (f t) (sq. ft.) (cu. ft.) (in.) (ft)
- - ~ / ~ ^*S''~ 1 647.0 2i.3 12.3 3 248 403 6 17.5 ~ ' - - .
- - _ _ ~ _ _ _ _ _ - . - ; ~ 2 650.8 6.8' x 17.7' 3 103 168 6 13.4 ,
y_- _ - _ ~ - ~ KEYSTONE "CENTURY'~RETAINING_WALL - _ , - - GROUND T BOX 3 649.1 13,0' r. 3.3.7' 4 4-02 640 6 28,1 ~ \
COMPAC_WITH 4' GEOGRID AND STONE - ~ 654:50 ~ - ~ / 4 648.2 15.2' x 18.5' 3 204 331 6 12.6
~ _ 5 647.0 15.0' x 25.6' 3 367 597 6 24.2 SETBACK TREE TO REMAIN, TYP~. 6 648,5 15.1' Y 17~~~' 3 253 410 s 13
~ , ~s"" ~ V~, i / / ; ~
a~---- ~ ~ , ~ r ~ • , ~ o i~ , , ; ~ ' / _ ~ ~ TREE ,PROTECTION PER CHARME-CK" ~ 7 649.2 I s a' a 23.7' 3 292 475 6 16.7 ~ ~ ~ ~ ~ / F n LAND DEVELOPMENT STANDARDS ~ ~ s 650.9 b 8` x 14 4' 3 94 152 6 7.8
- ~ ~ ~ ~ _ ; . t~, ~ o it o 0 l 't ~ ~ , ~ - o ~ a ~ ~ ~ 9 647.7 i, 8' x 1, .5' 3 , 81 294 s 11.7
~ _ t ~ _ _ _ . _ A ~ ~ ~ ~ 1 10 648.5 ~).5' r. 34.0' 4 306 488 6 25.7
r ~ / --~c-.. ~ ? ~ ~ ~ 11 648.6 ~~.5' x 15.1' 3 114 185 6 12 i - ~ ~
I~ ~ ~ _ ; `)I i E - _ A ( i ~ 12 650.8 7.5' x 16.0' 3 93 151 6 9.8
( 13 = 648.1 8.3' x 14.3' 3 104 169 6 9.8 i ~ -a ~,ti i
DIVIDE TYP. - _ _ . - - - o ~ ~ ~ I W ~2 OF 5 , ~ ; ~ QED IN 1, _ - _ 14 648.0 9.0' x 17.5' 3 143 232 6 9.8 a _
I ~`,I ~ = 15 644.9 10.0' 21.0' 3 210 342 6 10.4 "1 .
v? 0.25 AC , , L.. -=3-f LTE F B IC`T . ~ ~ ~ ~ j ' ~ DJ . DE- TYP. ; ) ~ ~ ~ o ~ ~ ~ ~ . DIVERT GR UNDWATER~ ~ ~ ~ ~ _ - III , ; E = ~
~ 'i,EN~IRE'~LENG~kI OF PIP \ P 'I ~ i -
~ _ ; - ~ ~ ro i _ - ' I _ ~ 11 , ~ ~ I
- ~ ; ~ i `~A V ~ _ ~ , _ m
PROP. DI 7 RIM - 649.70 PROP. DI 2 0.31 A ~-___=-,11, _ ~ ~ u ~
_ 0. 5 •A , _ ~ INV. OUT - 644.55 ~ ~ ~;'i ~ RIM = 650.9 ~ ,
1, ~ li~ ~ - -,t ~ _ ~ ; INV. OUT -646.1 RAINGARDEN 2 1I i ~
I i~ ; ~I PROP. DI 3 ~ ~ . LITTORAL SHELF W WETLAND I / ~ - RIM = 649.7 ` ' PLANTINGS, 10 MIN, WIDTH,
- - ~ ~ f~ u~ ~ ~ , - _ E o i (If I~ ~ i~ ~~.,,I( ~ ~ 9 - - l ' / ; If ;1-' , 6:1 MIN. SLOPE
- - 0 ' ~ ~ 'I - ~ ~ i ,I~ ~ 4.6 ~ - ~ ~ XI ~ RAINGARDEN #8 ~ , F _ INV. IN=644.05 - ~ ~ ; '~I - ! I; INV. OUT-643.85
F O., ~ ~ ! , ' , , - - ~ ® j~649. 0 , 15 - I ~ = EMERGENCY -
' ~ 0 ' ~ ~ I ~ ~ ~ A RIP RAP FILTER OR HOOD OR SPILLWAY _ i' 1 r r'~ NORMAL POOL j . ~ ~ r ~ EQUIVALENT FILTER TRASH RACK
PROP. DI fi ~ ~ ~ 6' G , i h PROP. DI 8 , ~ ~ ® ~ i ~ ~ RIM-650 80 ~ ~ q } r ~ _ I RAINGARDEN 3 - o _
RIM =648.90 ~ 6 9,00 ~ ; , ' - I ~ ' ~ . ; ~ ~ ~ - - ~ ~ INV. OUT =645.65 ~ !!f •I - ~ - RAINGARDEN 7 INV. IN =644.18 - ,,y 0058 C ,iu f ` _ i C~ o
INV. OUT =643.98 ~ ~ _ - _ / ;-,1 . ~ STORMWATER S70RAGE _ _
2 ~ ~ - a ~ , i , _ I ~ / V / I' ~ < ~
1 ~ ~ ! ~ x , ~ ~ - I `li ~ - - SEDIMENT FOREBAY _ EMBANKMENT - s - it ~
_ . . , ? o _ l _ - ~ PROP. DI 4 _ i1 - ~ / _ 1 MAx I INVERTED WATER QUALITY ORIFICE
_ , RA?NGARDEN 6 - o ~ # - ! ~ RIM -648.7 - _ ~ . v ~ ~ i , . \ ~ NT SEEP ' A I- ' \ ~ ~ ~ I _ % ~ ~ COLLARS
6 - 4 ~ ~ I V. I -6 . 9 DI 1 °r - ~ oa, ~ ~ N N 427 ( ~ i o ~ A ~
~ _ , ; " , INV. IN =643.55 (DI 3) _ " ' f ~ ~ ~ ~ II- II-III i T i II- II-ii i " ~ PROP. OI 1
v® _ -..6,48.0 , _ ~ " ~ RIM=647.9 CLAY OR GEOTEXTILE LINER I
' ' i POP. DI 1 ' ~ ~ ....0,056 AC ~ ~ ~ r ~ ~ - , ' ~ ~ ~ ~ ,_0.11 AC ~ ~ ~ , ~ RIM = 48.9 PROP. DI 12 ~ ~ ' ~ . 5 ri •-.I ~ , ~ 20'-3' t UREBAY DRAIN WITH A ~ Q 1 • ~ ` j ~ ~'r % - INV. OUT =643.15 (IF EXISTING SOILS ARE PERME BCE) 60 ~F a~%' ~ SLUICE c';aTE OR VALVE
® , _ ~ _ _ _ - ' !IN.0T=43.2 RIM =650.90 ~ - _ P , - " , _ R ~ ' , C _ _
- ~ I~ : ~ - ' i' - ~ ~ ~ I INV. IN -645.37 ~ 0 ~
. ~ ~ ii s ~ ? ~ INV. OUT =645.17 86 ~ I!' ~ i ~ _ ,I. ~ ~ - ~ ~ *TYPICAL DETAIL, SEE SITE PLAN AND r , _ ~ / F, _ DETAILS BELOW FOR ADDITIONAL INFORMATION
v? ~ f , •6p h ~ O ~ ; ; ~ (F ~ ~ +'j RAINGARDEN 10 ~ i' ~ - ~ ~ RAINGARDEN ~1 _ _ ,I . ~ ,,i~ ~ i ~ l
( ~ - ~ ,0.16 AC ~i k~ # ~ - i~' ~ _ _ _ ~ ~I a ~ , R _ I " - - ,
CP ~ .1 A ~~I t ~ ~ - ~ ~ ~ G ; ~ p , ~ ~ ~ / 1; ;;<i
~ ~ ~ 0,8 ; ~ ~ ~ t0 f ~ ~ - - r~ :RAINGARDEN 12 ~ - - - ~ ~ , # I RAINGARDEN #13 , r ~ ~ r / ,
I i 5483 ~ ~ ~ ~ I N ~ :~_____-~i i - ~ 1 ~ III ~ ; j;.
RAINGARDEN #9 ~ X ~ ~ ~ ~ - O ~.n~ ~ . 1 ' ii ; i .,I!- - ~ ~ REVISED WET POND BMP
~ z,~,~ ~ ~ I!! RAINGARDEN 4 / ~ , ~ ~ ~ ~ # G
P P. H 14A~ RO M ~ ` ~ RIM = 5 0 ~~;_~---~m4, _ - ~ = ~ - CROSS-SECTION 2 ~ - _ _ Ir,
I ~ R 0 0 ~ RAINGARDEN 11 - _ _ RIM -650.80 ~ Cp ~ I V. IN 642.17 (C 1,1t~~ _ - ~ - - ;
~ 00 ~ ; INV. IN -644.48 ~ ~ o V. IN=640.29 CB 4 ~ _ ~ - , - I _ A L
~ ( ) NV. OUT -644.28 PROP. DI 9 { 0 /S. ~ r , _ / : ~ - ~ ~ ~ - , , -1~0~
RIM =648.2 ~ py N:. ~ ~ _ F - .18 AC ~ s +'x+'>~5• sue INTN raP aF PosER SAME ~ CRATE
' INV. IN =643.44 ~ ' O i. n ~ w. A i , t ~ f, - NV. OUT -643.24 ' ~ I ~ ~ 1`~ O' i 3 ~ ~ ATERING STRUCTURE
- i'' ~ i'I ~ ® . RAINGARDEN 1 _ ~ TEMPORARY POOL STORAGE ELEW. 841.25 - ~ EMBANKMENT INGARDEN 14
'l~ 61~~ / ~:i ~ ~ 0 ~ .073 AC ' - ~ R D N ~ s 4•x+• PRECAST CONCRETE RISER ~ ; AINGAR E ~5 ~ _ ~
~ G tF ~ I 9 F 646.90~~~ ANn SEEP c;oLLARS +5• ELeow '~f -
• ~ o l ~ ~ ~ ~ n// CP ~ - - ,k:~. 64. _ 0 F. ~ 1 0 - 2 PROP DI 1 tF X 8 = 648.6.. - 0. _ _ ® CP 1 - x ' E PROP. • PvG nw • g39.o ' „ III ~ J DI 5 ~PPORT END OF PIPE WITH ~.Of~IG ` 15 RCP ~ _ ~ ~ " RIM =646.8 ! SIN
z~ _ r, ~ _ Q8 , ~ ~ ~ ._€130.30 LF 15, R ~ 5 RCP RIM -649.1 ; ~ ~ 0~ ~ ~ ~ ~ r_ - - 1 INV. OUT =642.05 _ • Rc~ 7.89X DRAJ TO Ex, CATS 8A
NV. IN =642.91 (DI 10) - _ - - i I ' NV BOx { - ~ ~ EIEV, 137.0
INV. IN -642.91 (DI 9) ! ; ~ 648. ~ , _ . r x r x r CONCRETE ANCN --._Ex, 1 j 3• PVC PIPE
- - - - ~.53~ r ~ ~ ~ INV. OUT -642.71 - - 6 ~ PROP. HW 14B o j 3' MJ PLUG VALVE INV.~837.50
i'~~~~, - ~ W ~ INV. OUT 639.95 1 AC j ~ r . X 13.5 APRON . ~ % (TO REMAIN CLOSED UNLESS MAINTENANCE
0 I ~ - 4 DIA. RIP RAP i " BUOYANCY CALCULATIONS: IS NECESSARY) PROP. DI 14
_ _ . ;•547.90' ' ~ MIN. DEPTH - --y _ RIM =648.7 ~ ; ~ BMP RISER (PRECAST 4'x4'x4.25' RISER) -UPWARD FORCE _ (RISER AREA)(Z)(62.4 PCF) _(16)(4.25')(62.4 PCF} = 4243 LBS
- ~ ~ SHELF INV. IN =641.97 DI 4 DOWNWARD FORCE _ (0)(S)(S)(150 PCF-62.4) _ (1')(T)(T)(87.6) = 4292 CBS, 429D 4243 USE I'xTzT CONC. ANCHOR l (
, _ 64.9 - ~ ~ 0~ D~~~ 647.7 - ~ ~ ~ ~ ~ ~ - - INV. IN =641.54 (01 5) -
;r - 1 ~ j 0 - ' ~ ,INV. IN =643.55 (DI 13) - `
i ~ ~ i - i 645 % 645.50 ~ ~ ~ : INV. OUT =641.34
~ - - _ - - RAINGARDEN #15 - ~ _ i _ ti.... . r _ ; -
I ..:..,r.,_ . - • • X-SECTION THROUGH WEI ~ ~ ~ i
LF - 15 f- , 76.00 f _ _ - . _ _ ,
PROP. DI 15 0.80 ? RCP ® ~ RIM =645.4 ~ ~ i ~ - - RIP RAP W I TOP OF WEIR=642.00 10.0' - _ ~ROPO. ED , _
INV. OUT -640.90 ~ ~ ~ ~ ~ ~ _ _ RETAINING ~ .
gyp, WALL STD. 50.02 ~ 1
_r PROP. FES 15A - - I~ ' ` 10 ~t INV. OUT 63 INV. OUT 640.29 - l ,WETLANDS ~ ~ INV. OUT 634.0 ~ ~
. - ~ - y,- _ _ 8 x 11.75 APRON - - _,STD. 20.1 STD. 20.16A
_ =:~~r X 20' APR ~ ~ ; 3 DIA. RIP RAP ~ ~ = - 52 -15 - r~X 20' A RON ~ ~ P -
r ~ ~ ~ 9 DIA. RIP- •R _ ~ ~t. "MIN. DEPTH DIA. RIP- ~RA~ - ~
_ _ ~ ' ~ ~ MIN. 14" DEf _ _ - ~ _ BOTTOM OF WEIR=641.50 MIN. 14 DEPTH
~ _ _ _ _ _ . . .
~ F - - - - -
? } - ~ ~ -------C"------ - - ~ . n A ~ ~ \ ~ ~n~ ~
~ - - - - BASIN STRUCTURE ~ \
EX CB TEMP. POOL 4 X 4 PRECAST ~ EX. TC =645.11 ~ ~ ~ ELEVATION TC=635.40 CB ~ =635.40 ~
- ~ ~ ~ ,CONCRETE RISER WITH -a ~ _ INV. IN -640.91 (EX.) F 0 ~ ~ INV. IN-633.00 COMPACTED SOIL . IN=633.00 ' ~ ~
f ORIFICE S _ N V. IN =640.51 DI 15 ~ ~ INV. OUT-630.5 IN ( ) 60 PUBLIC R HE .OUT=630.50 EX ~ )
o ~ SEE., DETAIL THIS S ET, ° INV. OUT =640.51 tt ass 5t ~ ~ n tt tt ~--,~n :s ~ ~ ~ :S ~ ~ ~
~ ~ ~ /PERMANENT POND
a '0 ~ EX. 24" RC WATER ELEVATION
640.0 POOL ( ) ~ , ; 5 REVISED BMP TO WET POND AND STORM OUTFACES ASH 4 4/25 05 REVISED CONTOUR FOR TREE PROTECTION YKB
v DIMENSIONS 31 X 110 v ~ 1 T r 3 3 3 05 REVISED WATER QUALITY BASIN DETAIL ASH
~ \ - - - o - - ' 2 2 11 05 ADDED RETAINING WALL ASH
N U ~ 20 0 20 40 60 1 1 31 05 REVISED STORM DRAINAGE ASH
Z LEGEND ~ . N0. DATE REVISION BY PROJECT N0.
v n SHEET TITLE 290207
v Scale: 1" = 20' scALE
a PROPERTY LINE - - 0 GE PLAN _ RAINA STORM D 20 GRADING & 1 DATE
° 1/17/05
N NOTE: ° RIGHT-OF-WAY ----R/W---- )THERWISE NOTED. PREPARED BY 1~1111II~~~ DRAWN 8Y
h 1. ALL PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NI N F 7~i~~ PROJECT MEB
U d CREEK 2^ SEE RAINGARDEN SUMMARY THIS SHEET AND RAINGARDEI ~Y CA ( CHECKED BY • ~ % AND RIDE LARD CREEK PARK 1 RAINGARDEN 0 . MAL
: SS • . _ _ . ASH
Ut IAIL UIN Z>Htt l U4UL FUN KAIINUAKUUN 1Nr UKMAIiUN. d tMHIiUIV. VW? 6i "J. (its 171 J.N. FEA.~;P,' YLAC;P DRAWER NO.
r DRAINAGE AREAS - SEAL CHARLOTTE NC 28262 -
~WT F RETAINING WALL NOTE: BOUNDARY 1. PE SEALED DRAWINGS FOR RETAINING WALL MUST BE 2893 SHEET NO. MUST BE POST, BUCI0..EY, SCHUH & JERNIGAN. INC. i ' ••~--~(o
SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. 'RUCTION. F 400 EAST TRADE STREET
W DRAINAGE AREA 0.54 AC TER DRIVE SUITE 500 ~i N(;~NE`~ z q+ 5200 77 CENTER 28217 CHARLOTTE, NC 9RFq S. NP CHARLCTT£AREA TRANSIT SYSTEM
.c PH [phone] CHARLOTTE, NC 28202
a FAX [phone]~ WWW.P~SJ.COM I i l l l

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~ I REMOVE . . _ ~ ~ . NLET~ PROTECTION... TYP . j _ ' i i . REMOVE & DISPQSE " ,,.y
. , ~ _ . ~ . OF EXIS . ~ .w . 1 , OF EXIST, FENCE : ••..r.. , . , i
- _ 7.__ ~ I LIMN , ©1` ,.~X::.:;~ ~ \ : . q . , - ~ : ,
: ,VEGETATION _ . _ ~ ~ , L1J ~ , . . • . , ` ~ 4--,.~.
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I ~ ~ I - - ~ . 1 ~ ,o . , l t , ~ ~ 201n u r ~ 81n o..ak
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i SILT SACK INLET- EE ; ; _ •
DETAIL SHEET C 0 ~ ~ 1 Li , 41u~ m ,
~ , , . _
1 u • ~ z ~ \ i - " ~ ~ 2Oi m , u , k
t 3Um oa - TR E''"TO . E~IAIN TYP. ~ R ,
~ - ~ ~ \
~ ~ ' i I~ in a p P 30in hick ~ TREE PROTECTION PER CHARMECK 91n pop AREA OF STRUCTURE ~ i LAND DEVELOPMENT STANDARDS
, I ~ PROTECT EXIS ,t ` ~ ~ I m irx' I , ,
UTILITY POLE ; ~ ~ i ~:i , r
~ ~ I, .1 r - Oin ~h 6 n I e '1 o , .
~ i t his ~ ~ ~ 12~ . ~ r . ~ 0 , ~ ~ I I hick ~ ~ . In f I j mok ~ 1.......... ~
Q- i ~ u L L I , ~ " 4 MET ~ `I~y .gU / .
t~ . ~ N, N it ~ 10~6n po d , n p a ~ • . , A ~ a. ,
i~ ree 2ir~ ~ 1 i hic J .....~r •o I ~ ~ / / •
~ ~ ~ In • . .
t _ ~ , / • , ~
. ~ e. ~ f j J " r , J i ` / , r.., ~ / - - -T
~a ~ t ;o o ~ 1(lin,: oak ~I~ : ~ . , PIPE (VE
h I c k...,,,, 8m ~ AP OX. " . -r TAMP:-
s ~ i n 'pap.... h f , ; ~ ,•r; h? ~ . DEEP ` ~ DIVERSION , , _ r , :
X ~ ~ 6s 4f i oak c ; ~ DIT,CH. TO- - 12 s
~m t~ oa~ , ~ ~ -o ~ ~ TREE TO BE 40i~i.., Pa'..,14~n_... SEDIMENT - , , ' .,RENO TYP. ~ BASIN
" l' ~ - tre 18'n '~a ~ ~ r , i / ~ ~ ,N ~ , ,
l ~ ~ r` ~ , X . ~ ; I O~n oak ~ N '
SILT SACK INLET-SEE i I \ j 12i , o ' fi
DETAIL SHEET C400 i ree 9..n ,k:~r .,o.`` cn ~ ~ l 1 -a ' . t ~o ~ S ~ , _.$in
1 30'n k ~ o i , ~ ~;,J- , : . . , , , _ , - ;
IA ~ ' 1J ~ ~ ' 0 ~ ` f , ~ , din... ~ ' ~
~ tee 12 7 r e" 8 n i ~ .mo=o t ; f ~ ~ rr - j 'F '"Y
~ ~ ..i ~ r 1 ~ ~ 1 `•I I / ~ ~ f ^ j , I ,
t. ~ ~ i ~ ~ ~ ~ ~ t f -d ~ . \ . " r'
, I / _
'd r / I / ~ ,
~ co` I' ~ i n oak ~ ~ ~ ~ ~ ; - -
~ INSTA 'BERM ~0 FINISH:' _ _ ~ r . .,GRADE AROU D LOWER,'
PA OF E AND ~
. ' a ~ DJ~ECT A L RUNOFF; TO
' ~ % ~ ~ , RISER B SIN PRIOR'`TO A,.
~ ~ ~ ~ ~ \ ~ ~ f % ~ ~ • - ~ " ;THE ST RT OF G~t~ADING ,
`SILT SACK INLETS ~ ~ ~ THE SI .STABILIZE ' SLOP IMMEDIATELY:
'DETAIL SHEET C400' ; ' , ' ' f ' I ~ ~ ~ ~ e ~ ~ TOTAL DISTURBED AREA 2.43 ACRES
r `r i / ~ , \ ~ ~ lC~1 I ~M)~ 1 ~ ~
I F i LEGEND . , ~f
~ o ~ r - . _..J , i 1J ' '
i ~ N ~ ~ ~ N , i ~ DIVERSION DITCH
j t a o ~ I t co N, ~ . ~ CMLDS STD. N0. 30.05 . \ 1
~ ; 4 ~ ;S~ 'd I I ' % i SILT FENCE -~4---91-
I lY ~ ~ ~ I J CMLDS STD. N0. 30.06 _ i
. iii ' i i / " . r ~ , f ¦ - ~ INLET PROTECTION
J • ~ CMLDS STD. N0. 30.09 ./TEMP.
/ ~ , t~ t~,r DIME SOON ~ ~ ~ g GRAVEL ENTRANCE
~ ~ " , DITCH TO , CMLDS STD. N0.30.11 ~ i
. ~,x,,., .a , ~ D. BASIN 4
.:...k~a i ~ ~ ~ ~ s' ~ .~,L....- TEMP. 1 - " I ~ ~ . DENUDED LIMITS -LD-LD-LD- . - A _
. ~ ~ DIVERSIO ' . . _ m~. ~ ° ~ LIMITS OF DISTURBANCE
A s - - ~ ~ DITCH TO J! N ~ ~ \ ~ ~ J , _ . _ _ ~ Y
~ ! SED. BASIN; ~ - _ • • PROPERTY LINE - - - - - -
/ ~ ~ - ~ LIMII~• OF DISTURBANCE CREEK
i ~ , . 1 ' WETLANDS- . (TYP.)
DO NOT DIS B`, , w,> ,
~ 1 TREE TO BE REMOVED _ , r _ ~ . , u..... ,
< . _ ~ , ..,w
~ ,o
P _ _ . _G _ G. G ~ ~ _ TREE TO REMAIN AND
~T ~ s, - - ~ ' ~ BE PROTECTED
- --D ~ ~ ~
D , _ ~ \
~ 7, N BASIN TO BE CONVERTS INTO ~ ' ~ SEDIME T F2iSER ~ ~ \
SAWCUT, REMOVE, & CONSTRUCTION ~ ~ SILT,FENCE (TYP.) ti ~ ~ REMOVE AND R LACE - Y 5 ~ PERMANENT S~TORMWATER MANAGEMENT 6ASIN ' ;y` ~ ~ ~ , s R LACE ~
5 QISPOSE OF 21:x26 SY ENTI'~ANCE (TYP.) ~ ~ SAWCUT, REMOVE, & DISPOSE OF OF EXIST. CONC. CURB ~ SIDEWALK AS NEEDED AFTER SITE IS S ABILIZED SEE DETAIL SH~ T ,'a ~ 3 NEEDED ~ ? ( ~
' ~ 58.97 • Y OF EXIST. CONC. SIDEWALK \ ~ ~ 'FOR STORMWATER ~ ~ & GUTTER ~ ~ LATER ~ ~ C200) =°J ~ ~ ~ ASH
a ~ j ~ } PIPE INSTALLA110N s ~ ~ ~ , _A110N f 15 ALUMINIZED CMS RISER BARREL TO BE . 4 5 i6 05 REVISED BASED ON DWO COMMENTS
f PROTECT' AND/OR RELOCATE , 1 REMOVED AND 4' Xi 4' RISER STRUCTURE 3 2 15 05 REVISED PER NCDENR COMMENTS ASH ' ~ .,r 2 2 11 05 REVISED DENUDED LIMITS ASH
' ~ ' UNDERGROUND TELECOMMUNICATIONS ,F INSTALLED DURING %CONVERSION OF POND ~ 1 2 2 2005 REVISED PER NCDENR COMMENTS ASH ~ SEE SEDIMENT RISER DETAIL SHEET C400 `
~ I ' LIN AS NECESSARY. , `COORDINATE ~ / ~ ~ N0. DATE REVISION BY
~ W ;UTILITY CO. f`; PROJECT N0. - - - - t SAND BAG INLET-SSE DETAIL SHEET C400 ~ SHEET TITLE 290207
- - - - ~ scnLE
8 5 DOTE; : 0 AND , OSLO CONTROL ER N 1 20
1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING 4. PRIOR TO CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR DEMOLITION PLAN 1/17/05
~ WELLS HAVE BEEN ABANDONED PROPERLY. COORDINATING WITH DUKE POWER REGARDING THE PROTECTION PREPARED BY VIII DRAWN BY
IF WELLS HAVE NOT BEEN ABANDONED PROPERLY, AND/OR RELOCATION OF EXISTING POWER POLE IN PARKING ' CONTRACTOR MUST ABANDON WELLS PER ISLAND ON SOUTHSIDE OF PROPERTY. ~~~~i~ PROJECT MEB
y 15A NCAC X.0113 REQUIREMENTS. CAR ( CHECKED BY ~ ~ % RIDE LLAR EK PARK AND MA D CRE
2. CONTRATOR IS RESPONSIBLE FOR REMOVAL OF 20 0 20 40 ASH 40 60 pFESSr
4 RTP111l~TI 111r I1r11Al1AITf~ `n : Q 1712 J.N. PEASE PLACE DRAWER No.
J Imuu 1Unt ntMIVHIV IZ). y = CHARLOTTE, NC 28262
3. TEMPORARY COVER CROP OF GERMAN MILLET SHALL BE AWEA *"'j SEAL _ , POST, BUCKLEY, SCHUH & JERNIGAN, INC. 289 3 SHEET NO.
INCLUDED IN THE PERMANENT SEED MIXES. SEEDING SHALL _ Scale: 1 - 20 BE DONE AS SOON AS POSSIBLE AFTER MAJOR CONSTRUCTION 20
g ACTIVITIES THAT ARE DISRUPTIVE TO GERMINATION HAVE BEEN 400 EAST TRADE STREET 5200 77 CENTER DRIVE, SUITE 500
COMPLETED. ALL AREAS THAT ARE DISRUPTED SHALL BE 3 CHARLOTTE, NC 28217 PH (704 522-7275 OR_4 S. NP CHARLZVMEAREATRANSITSYSTEM CHARLOTTE, NC 28202
a RE-SEEDED. SEE LANDSCAPE PLANS FOR SEED MIXES. FAX [phone] ///o/11100 WWW.PBSJ.COM
A 1

GENERAL NOTES: ERC~SICN CCNTRO~ NOTES
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, ANit STRIPPED OF ANY VEGETATION AND ROOT MAT, THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE Of LOOTS OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
t~~r,I~aoARD ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING SEE STD. N0. 30.03 FOR GENERAL NOTES CONSTRUCTED. SPILLWAYS SHOULD NOT BE CONSTRUCTED THROUGH FILL SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. ---FILL sLOPE 1. ALL. "STD." NUMBERS REFER TO THE MECKLENBURG LAND
TOP OF DAM _ DESIGN HIGH-WATER 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TOE ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEVELOPEMENT STANDARDS MANUAL.
SPILLWAY CREST L FOR LENGTH SPILLWAY DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSIICD IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. 2. TOTAL SITE ACREAGE = 3.00 AC
REMOVABLE TRASH RACK IS OPTIONAL 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY. FOR EASE IN MAINTENANCE.
~ WELDED TO CMP RISER 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. ANTI-VORTEX PLATE 2~ M, 3. TOTAL DISTURBED AREA = 2.63 AC
TRASH RACK 2 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. COMPACTED BERM
RISER CREST 1 ~ ,1 7. SEDIMENT BASIN EMBANKMENTS SHOULD BE PROVIDED WITH FItOSION CONTROL AND STABILIZATION. L FINisH 4. GRADING & CONSTRUCTION ACTIVITIES ARE TO BE PHASED SUCH THAT
} CMP PERFORATED RISER I 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE: PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM = sEOIMENT CLEAN our ELEV. ~ - STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD nL.SO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND NA7NRq~GRADf THE SEDIMENT BASINS ARE MAXIMIZED AND REMAIN IN PLACE FOR AS GROUND LONG AS POSSIBLE. DURING CONSTRUCTION, IT IS THE RESPONSIBILITY OF
(REF. NOTE-3, STD. N0. 30.03) }(5 WASHED RIP-RAP APRON STONE FILTER I SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIML NSIONS. THE ONTRACTOR TO INSTALL ADDITIONAL DIVERSIONS AS NECESSARY TO
-,1 N 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME. PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN CONVEY ALL POSSIBLE RUNOFF INTO THE BASINS, NO SEDIMENT BASIN IS
CLEAN our DISCHARGE PIPE BARREL DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. - TO BE REMOVED UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS
siAKE ( ) RECOMMENDED STORAGE IS 1600 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. THE LENGTH OF THE STONE OUTLET SPILLWAY IS TO BE ~ ( ) BEEN STABILIZED AND THE INSPECTOR HAS GIVEN HIS APPROVAL.
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. BOTTOM OF BASIN NgTU
11. WHENEVER TOPOGRAPHY ALLOWS, THE BASIN LENGTH SHOULD BE TWICE (2X) THE BASIN WIDTH, TO ALLOW FOR SETTLING. BAFFLES o SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS THAN TWICE THE WIDTH. Rq~ 5. ANY EXISTING STRUCTURES ARE TO BE DEMOLISHED AND DISPOSED OF WIDTH AND cRO~ ACCORDING TO MECKLENBURG COUNTY STANDARDS AND SPECIFICATIONS.
~ •a. ~ ANTI-SEEP CO LABS 12. CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED DEPTH TO BE DESIGNED NO
I_ CONC. ANCHOR ~I SIZE, OTY. AND SPACING VARIES SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. S 13, SAFETY fENCING 3' HIGH SHOULD BE PLACED AROUND ALL SCDIMENT BASINS. BY ENGINEER (1' MIN) 6. CONTRACTOR SHALL INSTALL SEDIMENT CONTROL FENCE, SEDIMENT
BASINS, AND TEMPORARY DIVERSION DITCHES PRIOR TO CLEARING
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, OPERATIONS. DURING CUT/FILL OPERATIONS, THE CONTRACTOR SHALL
111TH BLOCK HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, sEDIMENr 15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED I3Y SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILLBE REQUIRED. NOTE: RE-ESTABLISH DEVICES AS REQUIRED. ALL CONTROL DEVICES SHALL BE iN
RISER BARREL BARREL D S Y H Z L STORAGE DIAMETER DIAMETER SLOPE REQUIRED 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINnI GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION 1. DITCH SHOULD HAVE LoNCITUOINAL SLOPE OF PLACE. AT THE END OF EACH WORK DAY.
3,652 HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HA5 GERMINATED AND STABLE GROUND HAS BEEN 2. SILT FENCE MAY BE REQUIRED BEHIND BERM 7. ON -SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL
15" t5" 7.69% 1' 2' S' a' 3' 10' -(CF) ESTABLISHED. REVISIONS 17. WASHED STONE AND WIRE HACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT RE REVISIONS PERMIT- FROM THE ZONING ADMINISTRATOR.
DATA BLOCK TO BE COMPLETED DY DE51~:N~_R AND SUBMITTED WITH EROSION CONTROL PLANS. REVISIONS N0. DATE DESCRIPTION THE TOE OF A SLOPE >tu' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER N0. DATE N0, DATE DESCRIPTION
N0, DATE DESCRIPTION 1 10/95 DELETED NOTES 17 15 NOT PROVIDED. 1 iD/95 ADI 1 iD/95 ADDED NOTE i 8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
t to/es woEO "K' COL i0 DATA BLOCK NOTE: AND PART OF 14 5/ee qM. REFERENCES & DATA BLOCK 2 5/99 REVISED NOTE 2 VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
5 II/99 wom NorE 1. THE RISER/BARREL SHALL BE DLSIi?NED TO CARRY THE 2-YEAR STORM 3 6/2000 REVISED NOTES 7,9,15&t6 2. SEE STD. N0. 30.03 FOR GENERnI NOTES APPROVED DATE APPROVED DATE APPROVED DATE SUBJf-CT TO A FINE.
ADDED NOTE 17
_ CHARL( CHARLOTTE -MECKLENBURG CHARLOTTE MECKLENBURG CHARLOTTE -MECKLENBURG 9. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
LAND DEVELOPMENT LAND DEVELOPMENT GENER - LA T N EV AL NOTES SEDIMENT BAST S N i. CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL LAND DEVELOPMH,NT v. sTD. No. REV. ORDINANCE AND IS SUBJECT TO A FINE.
RISER TYPE SEDIMENT BASIN SD N0. REV. STANDARDS 30.01 STANDARDS 30.03 STANDARDS o.05 3
10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
NOTES: CONSTRUCTION SEQUENCE SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
1. A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED AGGREGATE S1~1NE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE SILTSACK® - ® DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART SACK
TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. SPECIFICATIONS FICATIONS OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USI 11 AS A BASE FOR THE CONSTRUCTION ENTRANCE. NOTE: THE SILTSACK WILL BE MANUFACTURED FROM P 1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDENR. SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION ACTURED FROM A WOVEN POLYPROPYLENE OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
3. THE ENTRANCE SHALL 8E MAINTAINED IN A CONDITION WHICH WILL I`I~EVENT TRACKING OR FLOWING OF SEDIMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOIMNG THE FOLLOIMNG SPECIFICATIONS. - WITHIN 30 DAYS. 2. SET UP A ON SITE PRECONSTRUCTION CONFERENCE WITH
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRI PERIODIC TOP DRESSING WITH ADDITIONAL C ® LAND QUALITY SECTION, MOORESVILLE REGIONAL OFFICE PRIOR
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANl MEASURES USED TO TRAP SEDIMENT. EXPANSION REGULAR FLOW SILTSACK RESTRAINT (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND 'ECIPITATION AND RUN-OFF TO STARTING CONSTRUCTION. 11. AL I_ SLOPES MEASURING 3:1 OR STEEPER ARE TO BE STABILIZED }
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUIIIIC STREETS MUST BE REMOVED IMMEDIATELY. USING NORTH AMERICAN GREEN S75BN EROSION CONTROL MAT (OR
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDI~II NT PRIOR TO ENTERING A PUBLIC STREET. WHEN PROPERTIES 1ESTNEINOD UNITS uNlts ~ 3. INSTALL SEDIMENTATION CONTROL DEVICES (SILT FENCE, INLET APPROVED EQUAL). ALL EROSION CONTROL MAT IS TO BE INSTALLED PER
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED lt9TH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. N0. 30.11 B. GRAB TENSILE STRENGTH ASTM PROTECTION, SEDIMENT RISER BASIN, ETC.) AS SHOWN ON MANUI ACTURER SPECIFICATIONS. ASTM D-4632 30o LI1s PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE
GRAB TENSILE ELONGATION ASTM ASTM D-4632 20 % DEVICES. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES 12, ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
6. COOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10..'.I & 10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROU~;HFARE. PUNCTURE ASTM ASTM D-4833 120 L13
MULLEN BURST ASTM TRAPEZOID TEAR ASTM ASTM D-3786 eoo Psl WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. REQUIRED BY A REPRESENTATIVE OF THE CITY/COUNTY ENGINEERING ASTM D-4533 12o LBO NEEDED REPAIRS WILL BE MADE IMMEDIATELY. DEVICES SHALL BE DEPARTMENT.
UV RESISTANCE ASTM ASTM D-4355 ao q MAINTAINED ACCORDING TO THE NC EROSION AND SEDIMENT
ton' MIN. APPARENT OPENING SIZE ASTM PUBLIC STREET FLOW RATE ASTM ASTM D-4751 40 US tiIEVE AsrM D-4491 4o cAI;MIN/so FT CONTROL PLANNING AND DESIGN MANUAL. 13. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
PERMITTIVITY ASTM ASTM D-4491 0.55 Sfi: -1
EXISTING GROUND 'I z I - 4. CONTACT LAND QUALITY SECTION, MOORESVILLE REGIONAL 14. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
2 SOIL STABILIZATION FABRIC H-FLOW `SILTSACK OFFICE FOR ON-SITE INSPECTION. WHEN APPROVED, LAND EXCEEDING ONE ACRE WHICH WAS NOT INCLUDED IN A PREVIOUSLY QUALITY SECTION, MOORESVILLE REGIONAL OFFICE ISSUES THE APPROVED GRADING PLAN.
c° UNDER 2-3 INCH WASHED AGGREGATE STONE (FOR AREAS OF MODERATE TO HEAVY PRECIPITATION AP PRECIPITATION AND RUN-OFF) GRADING PERMIT. BEGIN CLEARING AND GRUBBING AFTER PERMIT
ISSUANCE. 15. AI l_ SEDIMENT & EROSION CONTROL DEVICES SHALL BE CONSTRUCTED
u~u' MIN. PROPERTIES TEST METHOD UNITS - - - uNlTS IN ACCORDANCE WITH THE GUIDLINES SET FORTH IN THE MECKLENBURG
5. INSTALL DI #16 AND 36" RCP AS SHOWN. LAND DEVELOPMENT STANDARDS.
~ GRAB TENSILE STRENGTH ASTM Iw GRAB TENSILE ELONGATION ASTM ASTM D-4632 265 LA'~ ASTM D-4632 20 % 6. PERFORM ROUGH GRADING FOR SITE. 16. Af1MY CORP OF ENGINEERING PERMIT X404 OR #401 REQUIRED FOR
~ PUNCTURE ASTM ASTM D-4833 135 LB's
I- MULLEN BURST ASTM ~ ~ TRAPEZOID TEAR ASTM z ASTM D-3786 42o Psl GRADING IN LAKE BED, STREAM, OR WETLAND. (CATS WILL BE HANDLING ASTM D-4533 45 L8~ 7. INSTALL SANITARY SEWER AND WATER. OBTAINING ARMY CORP OF ENGINEERING PERMIT FOR THIS PROJECT).
~ U UV RESISTANCE ASTM ASTM D-4355 90
~ ~ APPARENT OPENING SIZE ASTM m FLOW RATE ASTM ASTM D-4751 20 US 'SIEVE ASTM D-4491 20o cnI MIN/so Fr 8. INSTALL STORM DRAINAGE SYSTEM. CAP DRAIN LINE INVERTS
REVISIONS ~ PERMITTIVITY ASTM N0. DATE DESCRIPTION ASTM D-4491 1.5 sEC -1 FROM RAIN GARDENS AT DROP INLET STRUCTURES. DO NOT
1 8/95 WASHED STONE SIZE - INSTALL PERFORATED RAIN GARDEN DRAIN LINES UNTIL RAIN FILTER FABRIC TO
1 7/00 DELETE NOTE 6 GARDENS HAVE BEEN EXCAVATED. IMMEDIATELY PLACE SILT BE PLACED BETWEEN
APPROVED DATE SACKS AT DI 7, 6, 9, 10, 11, AND 15 TO PREVENT SILT FROM FRAME AND GRATE ENTERING STORM DRAINAGE SYSTEM.
SAND BAGS AS
CHARLOTTE -MECKLENBURG USE ACF ENVIRONMENTAL SILT SACK OR EQUIVALENT IT 9. PERFORM FINE GRADING FOR SITE. REQUIRED (TYP.)
LAND DEVELOPMENT STABILIZED CONSTRUCTION ENTRANCE REV.
STANDARDS 30.11A 10. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED
GRADE. (SEE SEEDBED PREPARATION NOTES, SEEDING FLOW ";,:~~.T' FLOW
SPECIFICATIONS AND EROSION CONTROL NOTES NUMBERS 9 10 ~~,r}ti,
& 12).
11. INSTALL CURB AND GUTTER AND CONCRETE FLUMES TO RAIN
GARDENS. INSTALL STONE BASE AND INTERMEDIATE ASPHALT
STEEL POST 8' MAX. STEEL POST POST COURSE.
WIRE FENCING WIRE FENCING 'ENCING
12. REMOVE SILT SACKS AFTER UPSTREAM AREAS NAVE BEEN
z FILTER FABRIC FABRIC PAVED AND STABILIZED.
~ ~ SEE APPROVED TREE ~ NOTES: WOVEN FILTER FABRIC w ~ J ~ I I
PRESERVATION PLAN FOR 1~ \ 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. ~ w a OQ~ REQUIRED RADIUS ~ 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES, o w io 9`' e~ 13. EXCAVATE FOR RAIN GARDENS. INSTALL PERFORATED DRAIN - 5~° LINES AND RAIN GARDENS.
OF TREE BARRIER 3. REFER i0 CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION a F~~~ STANDARDS MANUAL FOR GENERAL SPECIFICATION REGARDING F~~~ _ -
TREE PROTECTION. 0 14. REMOVE SILT AND CONVERT SEDIMENT RISER BASIN TO - _
I a ANCHOR SKIRT 6" MINIMUM WATER QUALITY BASIN. iKIRT 6" MINIMUM
~ n. ~ IN LIEU OF BURYING SKIRT, 6" F BURYING SKIRT, s" of 15. PLACE ASPHALT SURFACE COURSE. _ I_ I _I I _ _
- ~5 WASHED STONE MAY BE Uf :D STONE MAY BE USED -III I III I I
OVER TURNDOWN. NDOwN. 16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
GENERAL NOTES: STEEL POST IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL BAGS SHALL BE PLACED ON SIDE(S) THAT :L POST FLOW ENTERS THE STORM STRUCTURE.
1 - 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. WIRE FENCING FENCING PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, US
~ 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS i0 REMAIN z SOIL CONSERVATION SERVICE, CHARLOTTE-MECKLENBURG LAND FABRIC DEVELOPMENT STANDARDS, AND THE CHARLOTTE-MECKLENBURG
d FOR A PERIOD OF MORE THAN 30 DAYS. g FILTER FABRIC ` o w )j5 WASHED STONE SHED STONE ENGINEERING DEPT. SAND BAG II~ILET
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE n ~ ~ ~ SELF-FASTENER ANGLE STEEL TYPE. ~ m OQ~ a ~ g;v e~ ~~,o
4. WIRE FENCING SHALL BE Ai LEAST #10 GAGE WITH A MINIMUM OF N w P~~ 6 LINE WIRES WITH 12 STAY SPACING. 17. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY (SAND BAGS AND FILTER FABRIC) F~
MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO
a 5. TURN SILT FENCE UP SLOPE Ai ENDS. PLAN ViEW OF ROOT ZONE MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. CONTACT WITH THE COUNTY INSPECTOR SO THAT PERIODIC iOR SKIRT INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: ANCHOR SKIRT A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) 6" MINIMUM JINIMUM CONSTRUCTION.
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET MAINTENANCE NOTES: m DR LESS AWAY
v "o FOR PRUNING SEE ONE FOOT FOR EACH 1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY
NATIONAL AR80RIST INCH OF TRUNK DIAMETER w B. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH a ASSOCIATION SPECS. OR 1/2 HEIGHT OF TREE J (WITHIN 5 FT,) WHEN GRADING IS ADJACENT TO SWIM BUFFERS RAINFALL AND AT LEAST DAILY DU IN 2 2 15 05 REVISED PER NCDENR COMMENTS ASH
°v WHICHEVER IS GREATER (REFER TO SWIM BUFFER GUIDELINES). R G PROLONGED RAINFALL. p a ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 1 2 2 05 REVISED PER NCDENR COMMENTS ASH
7 6 MINIMUM WIDTH o 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR i0 THE END FOR 2 CAL. TREES 6" BARK OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE N0. DATE REVISION 8Y
n REVISIONS FABRIC SHALL BE REPLACED PROMPTLY. MULCH, N0. DATE DESCRIPTION PROJECT N0. SHEET TITLE 290207
m TREE LIMB PLACE BARK 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX. REMOVAL DEAD TREES AND SCRUB OR UNDER o MULCH AT AREAS 1 8/95 REVISED NOTE 3 SCALE
v GROWTH SHALL 8E CUT FLUSH WITH I HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN 9 ADJACENT GRADE. NO GRUBBING NOT PROTECTED 2 10/95 REVISED MAINTENANCE PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM EROSION CONTROL DETAILS & N.T.S.
o BY BARRIER. NOTES 1 AND 3 ALLOWED UNDER DRIP LINE. TO THE EXISTING GRADE, PREPARED AND SEEDED, APPROVED DATE NOTES DATE
N _ 3 11/99 REVISED NOTES 4,5,6,&7 APPROVED [ 0 2x4" STANDARDS + 1x4" RAILS 01 /17/05 PREPARED BY ~i~ullii DRAWN BY
N REVISIONS oR oRANGE sAFErY FENCING o CHARLOTTE - MECKLEN"BURG N0. DATE DESCRIPTION MAY BE USED. I ~ ~~ii~ PROJECT MEB
~ ~ _ I- I,_I LAND DEVELOPMENT TEM PO R R - - - A Y S I LT FENCE STD. ND. ~N CARp ~j~ CHECKED BY STD. N0. REV, . ~ % EEK PARK AND RIDE
~ I-III-I I I-III I I-I 11= cm n nrn n u n c ~ o MALLARD CR 1 ~ . .,,,~ES~1~, ~ ANN
1_V ~11 1 .1lli i, i V 1.11 R1YUR1bU k1 I 30.06 30.06
APPROVED DATE U 1712 J.N. PEASE PLACE DRAWER NO.
W d SEAL CHARLOTTE> NC 28262 - ]Ilia 289 3 SHEET NO.
CHARLOTTE - MECKLENBURG POST, BUCKLEY, SCHUH & JERNIGAN, INC. S
TREE PROTECTION DETAIL W LAND DEVELOPMENT 400 EAST TRADE STREET N6 5200 77 CENTER DRIVE, SUITE 500 FNcr
STANDARDS 40.0 CHARLOTTE, NC 28217 PH (704 522-7275 RFA S. CHARLOTTE AREA TRANSIT SYSTEM
W a FAX [phone] CHARLOTTE, NC 28202 1 1 WWW.P~SJ.COM 1111111

ACCESSIBLE PARKING REQUIREMENTS SICNAGE~_ ACCESSIBLE ROUTE rc 1- /2' x4I~ o
GENERAL NOTES: TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF ® © ® © (SEE NOTE 3) PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPACES REQUIRED - 1. AGROOVE JOINT 1` DEEP WITH 1{8" RADII SHALL BE REQUIRED SPACES REQUIRED TO BE VAN ACCESSIBLE SUPPLEMENTAL ACCESSIBLE SIGN (R7-Be) USED IF o _ THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING
+ IN THE CONCRETE SIDEWALK AT 5 INTERVALS. ONE 1/2" SEE STD. NO E%PANSION JOIM WILL 8E REQUIRED AT 45' INTERVALS NOT TO 1 TO 25 1 1 50.09 FOR I SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH _ _ gDDrnONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE ° .w
E%CEEO 50' AND MATCHING E%PANSION/CONSTRUCTION JOINT IN DETAILS • ; ADJACENT CURB. A SEALED 1/2" E%PANSION JOIM WILL 8E 26 TO 50 2 1 STD. N0. 50.108) _ ~ >
y a . REQUIRED WHERE niE SIDEWAL( JOINS ANY RIGID STRUCNRE. a , , 51 TO 75 3 1 I I
2. SIDEWALK A7 DRNEWAY ENTRANCES TO BE 6" THICK. , 76 TO 100 4 1 ~
+ P..' . , 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A 6.5' 8' 8.5' S' 8.5' MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CEMRAL BUSINESS 101 TO 150 5 1 s`s _ -
DISTRICT WILL BE DETERMINED BY THE CITY/COUNTY ENGINEER. CCESSIBL 151 TO 200 6 1 ~a>
4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL SPACE BE A MINIMUM OF 4. 201 TO 300 7 1 - VAN _ --I c
GROOVE JOINT IN SIDEWALK ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT 5. SIDEWALK TO BE POURED TO END Of RADIUS AT INTERSECTING 301 TO 400 8 1 NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE, STREETS. 401 TO 500 9 2 = ACCESSIBLE F-SIGN R7 8e _
6. CONCRETE COMPRESSNE STRENGTH SHALL BE 3600 PSL IN 28 DAYS. PARKING SPACE PAVEMENT MARKINGS - - - _ _ VAN SIGN R7-8e _ 3/B• (TYPICAL) RESERVED _ ACCESSIBLE
501 TO 1000 29 OF TOTAL 1 IN EVERY 8 ACCESSIBLE SPACES PARKING ._x _ RESERVED
i/8' RADIUS JOINT SEALER D - PARKING 3/8" (TYPICAL) +SICN R7-8a
1001 AND OVER. 20 PLUS 1 FOR 1 IN IVERY 8 U EACH 100 OVER 1000 ACCESSIBLE SPACES n;.. _ GS20-37.6 . 7-
d 1fYTOU4' SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA). VAN R7-Be RESERVED - SIGN R Ba _ gym. ~ ~ i , . _
• SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES ACCESSIBLE 12"x6• !PARKING MUTCD ppRKING + , ~ R7-1 NOTES; 12"x18" MUTCD R7-8D
~ ~,~~e,~ .a ~1 DISABLED R7-80 „ + ` 1/2" EXPANSION JOIM (SEAL TO-MAKE WATERTIGHT) 1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a do R7-1) RESERVED PASSENGER 12"x18" MAXIMUM MAXIMUM PENALn SIGN R7-SD
SHAI.I BE MOUNTED AT 7 FEET FROM GRADE PARKING n ! ' ~ TO BOTTOM EDGE OF SIGN FACE (MUTCD). MUTCD w. a,y, ~ MOUMING HEIGHT CAN BE REDUCED TO R7-Ba LonDINc LEGEND AND BORDER -GREEN o PENALTY +SICN R7-SD i S 250 BACKGROUND -WHITE , z ~ 250
o~ 5 FEET IF PLACED IN AN AREA BETWEEN 12"x18" - SIDLIVALK AND BUILDING FACE IN WHICH ONLY ~ p R7-8e ~ o n~ n~
JOINT FILLER c~L +I h- rcG PEDESTRIANS ARE NOT E%PECTED TO USE. `~Y'~"lrit PROPOSED CURB k GUTTER SIGN APPROVED FOR USE 0 u°i DIMENSIONS (INCHES) 0 UNDER GENERAL STATUTE 20-37.6 ~ z A B C D E F G H J K L ~ Z
yy 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUh.O) REQUIRED ACCESSIBLE MAXIMUM R7-BD U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY 12"x9"
TRANSVERSE EXPANSION PROPOSED 4" CONCRETE SIDEWALK DEPARTMENT OF TRANSPORTATION SUPPLEMEM. ~ 250 12 6 3/8 3/8 1-1/2 1-1/2D 1/2 10 2-1/2 4 1-1/2 n
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN MAXIMUM JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS RAMPS ARE REQUIRED AT LOADING ZONE AREA. PENALTY R7-BD SEE STANDARD NO. 50.tOC FOR w + INCREASE SPACING 50x w v FlNISHED GRADE D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT) v FlNISHED GRADE R7-SD PENALTY SIGNS ARE REQUIRED TO SERIES D LETTERS
REVISIONS IN CONCRETE SIDEWALK S zso 12.z9" SUPPLEMETAL SIGN DETAIL REVISION REVISIONS ACCOMPANY ALl R7-8o PARKING SIGNS .;...a•'~'i REVISIONS •^iA•'~'+'
N0. DATE DESCRIPTION N0. DATE DES i 07/98 dd 8adc8~ N0. DATE DESCRIPTION ERECTED AFTER DECEMBER 31,1990 - N0. DATE DESCRIPTION LEGEND AND BORDER -GREEN = . " - - I . i 07/98 dd 8adc8e/Change Sign 1 7/98 dd 8a&Ba/Chonga Signs ;
SEE STANDARD N0. 50,108 & 50.10C FOR SUPPLEMENTAL SIGN DETAL - BACKGROUND -WHITE _
APPROVED DATE APPROVED DATE APPROVED DATE
CHARLOTTE -MECKLENBURG CHARLOTTE -MECKLENBURG CHARLOTT ACCESSIBLE PARKING AND CHARLOTTE - MECKLENBURG TAL AC SIBLE CHARLOTTE -MECKLENBURG SUPPLEMEN CES SUPPLEMENTAL ACCESSIBLE
LAND DEVELOPMENT CONCRETE SIDEWALKS LAND DEVELOPMENT LAND SIGNAGE STANDARDS LAND DEVELOPMENT LAND DEVELOPMENT SIGN R7-8D SIGN R7-8e STANDARDS 50.10C STANDARDS 50.108
STANDARDS 10,22 STANDARDS 50.10A
1 1/2 NOTES;
~ 1 5/8" 1 5/8" H NOTES;
t 1/2=-~ 1. CLASS OR MEDIAL E E TO BE DESIGNED 1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH ANO DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER.
O 0 2. REFER TO THE C 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
G ~ G RIPRAP APRON D RIPRAP APRON DESIGN STANDARDS.
`a ~ iv + 3. RIPRAP SHOULD 0 OF THE PIPE OR 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF 1HE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF TACK COAT (PLACE 1 1/2" SURFACE COURSE (5-9.58), TYPE B
CONTRACnON JOINT n 2:1 AND A HEIGh BACK OF CURB SEE STD. 10.178 GENERAL NOTES iv ~ CULVERT HEIGHT, 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT, P~N JUST PRIOR TO FINAL
4. THERE SHALL BE 4. THERE SHALL BE NO OVERFLOW FROM THE ENO OF THE APRON TO THE 1 1/2" SURFACE COURSE) 2" INTERMEDIATE (I-19.0)
SURFACE OF THE SURFACE OF THE RECEMNG CHANNEL THE AREA TO BE PAVED OR RIPRAPPED SHALL BE LNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
2'-s" CURB AND CUTTER O SWLLI. BE LNDER 1'-6" CURB AND GUTTER n F APRON SHALL(HA SAME GRADE (FLUSH) WffH THE SURFACE OF THE RECEMNG CHANNEL THE 7" AGGREGATE BASE COURSE (ABC) APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END,
' LIP OF GUTTER/EDGE OF PAVEMEM - 3-6" 5. THE WIDTH OF TI 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
" • • • • ~ • • • ~ ~ • • • • r-7 s/B" r-7 s/6" PLAN OF FRAME wIDTH of THE Ri CAST IRON WIDTH OF THE RECEMNG CHANNEL MAXIMUM TAPER TO RECEMNG CHANNEL 5:1 ? ' COMPACTED SUBGRADE
•10 1 PLAN OF GRATING 1/s° 1/B. 6. ALL SUBGRADE F 6. ALL SUBGRADE FOR STRUCNRE TO BE COMPACTED TO 95% OR GREATER. I_I
CAST IRON t" 1" 7. THE PLACING OF 3'-3 3/a" CHANNEL SHALL 7. THE PLACING OF FlLL, EftHER LOOSE OR COMPACTED IN THE RECEMNG z CHANNEL SHALL NOT BE ALLOWED. ~ ~ B B
1/8° 1 -7 5/8' 1'-7 5/8" 1/6• 3'-2' 1/8" 8. NO BENDS OR C o TYPICAL BITUMINOUS PAVEMENT SECTION 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
PLAN VIEW 2' i/s' WILL BE PERMRT NOTES: L 1" DEPRESSION 2 3/4" 3/4" WILL BE PERMfffED.
1. TRANSITION TO BE ALONG BACK OF CURB. 1/2" RADIUS ~ T~ I'~ q^ 2" 9. DEPENDING ON 9. DEPENDING ON SOIL CONDffI0N5, WASHED STONE OR FlLTER FABRIC PAVEMENT NOTES: W 5. THE PAVEMENT DESIGN IS BASED ON AN
3° RADIUS ~ ~ 3 -t 3 4 ~I 2 1/8" Will BE NECESS WILL BE NECESSARY UNDER RIP RAP. 1. REFER TO SUPER PAVE SPECIFICATIONS BY NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) "STANDARD SPECIFICATIONS ESTIMATED CALIFORNIA BEARING RATIO (CBR)
SECTION G-G z 1/6 3'-s" 10. ANY DISTURBED 10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL NATURAL GRADE FOR ROAD AND STRUCTURES". VALUE OF 4%. IF THE SOIL TYPE OF THE MUST BE STABILIZED, W UPPER TWO (2) FEET OF THE FILL UNDER
~ T/B" RADIUS SECTION E-E MUST BE STABILI 2. A THICKNESS TOLERANCE OF f0.25 INCH FOR THE ASPHALTIC PAVEMENTS IS CONSIDERED DIFFERENT, A
p~ :r I 1" 1' RIP RAP ~ COURSE BASE SHALL BE UTILIZED AS THE THICKNESS ACCEPTANCE AND U+BORATORY CBR TEST SHOULD BE PERFORMED
p b 2'-3 3/4" I I ' ~ PAVEMENT CRITERIA. AND THE PAVEMENT SECTION SHOULD BE H REEVALUATED IN WRITING BY A GEOTECHNICAL
a' 1 3 16°-~i F- / ~I I~ 2„ 3. WHERE PRACTICAL, THE PAVEMENTS SHALL BE PLACED/ ROLLED ENGINEER FROM PSI.
SECTION H-H a 2 WITH JOINTS PERPENDICULAR TO SURFACE WATER RUNOFF. 6. ALL PAVEMENT MATERIALS AND
RE+nsloNS 1'-~," CURB AND GUTTER REVISIONS 2" N0. DATE DESCRIPTION N0. DATE DESCRIPTON I N0. DATE DESCRII 4. ANY GAPS BETWEEN ADJOINING PAVEMENT SECTIONS SHALL BE CONSTRUCTION PROCEDURES SHOULD CONFORM DATE DESCRIPTION NOTE: LAYER OF FlLTER FABRIC SEALED TO PREVENT INFILTRATION OF WATER INTO THE PAVEMENTS TO NCDOT AND/OR APPROPRIATE CITY OR
2 1/8" h---2'-1 3/4" 2 1/8" 1 5/99 NOTES 9& 1 2'-6' STONE FROM 5/99 NOTES 9 & 10 REMOVED WASHER MINIMUM H=2/3 PIPE DIAMETER SUBGRADE. COUNTY REQUIREMENTS.
STONE FROM SECT. B-B SECTION B-B
APPROVED DATE SECTION F-F APPROVED DATE APPROVED GATE
CHARLOTTE -MECKLENBURG CURB TRANSITION CHARLOTTE -MECKLENBURG CHARLOTTE FRAME AND GRATE CHARLOTTE -MECKLENBURG
LAND DEVELOPMENT 2 -6 CURB AND GUTTER TO R LAND DEVELOPMENT LAND I LAND DEVELOPMENT RIPRAP APRON AT PIPE OUTLETS
STANDARDS FOR DROP INLET STANDARDS 1 -6 CURB AND GUTTER 10.20 20.14 D ST. STANDARDS 20.23
NOTES: 3/4" OPENINGS FOR N0. 5 BARS
1. WHERE A TYPE III DRNEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT OF TRANSPORTANTION (CDOT) THAT CONNECTS TO AN EXISTING SIGNALIZED 9" N0. 5 BARS Z-1/2"
INTERSECTION OR AT A LOCAnON WHERE A TRAFFIC SIGNAL INSTALLATION TRUNCATED DOMES COLORED IS PROPOSED BASED BY CDOT ON A TRAFFIC IMPACT/SIGNAL WARRANT PER STD. N0. 10.356 n P < : e ~ BACK OF WALK
STUDY, A FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED. 3'-O" MIN. CONTINUOUS PASSAGE THIS PAVEMENT DESIGN IS REQUIRED IN THE DRNEWAY EASEMENT (1D0-FOOT BACK OF WALK I n e a'-. e I FACE OF CURB ~ ~ FLOWLINE
MINIMUM) TO MAIMAIN DETECTOR LOOPS AND PAVEMEM MARKINGS. A TRAFFC SIGNAL WILL 8E INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY 2n e.. - e~ 2" CLEAR 14° 15" 14" 15" 14"
BASED ON A TRAFFC STUDY OF CURRENT CONDInONS. m
2. A CONCRETE GUTTER TO BE USED E%CEPT AT E%ISTINC OR PROPOSED TRAFFC SIGNAL 5' m m LOCAnONS. AT THESE LOCAnONS ADDInONAL DRAINAGE REQUIREMENTS WILL BE NECESSARY BACK OF CURB 6°-0" . a ~ ' a . .a ~
TO ELIMINATE THE NEED FOR CURER ACROSS THE DRNEWAY CONNECTION. EXP.+JOINT ~ ~3 1'-6" CURB AND GUTTER ; SIDEWALK P. JOINT (2) 2'-5" N0. 5 BARS, DRIVE BARS
3. THE ORNEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM (STANDARD N0. 10.17A) A~ii •+-A ENTERING DRIVEWAY. ~ ~ 1-1/2" BELOW TOP OF STOP s'-o° ARI s'-o"
4. FOUR (4) F00T GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS DRNE IF THE OIRVEI4AY GUTTER SLOPE IS GREATER THAN 2~. VARIES -MINIMUM EMRANCE FOR 2 LANES FLOWLINE ELEVATION
OF TRAFFIC IS 26' FACE TO 6'-0' 4'-0' 6'-0' CUTTER UP FACE OF CURB. 3-3/4" 3" 2 N0, 5 BARS
FACE OF CURB CONTINUE JOINT AT ~ 5' TRANSITION FROM 4' WALK PLAN VIEW-PARALLEL RAMP BACK OF CURB ~ ACCESSIBLE SIGN POST
TRANSIToN FROM z'-s' cuR6 TO 5' WALK. ALL WALKS MUST TO 1'-6" CURB AND GUTTER IN BE A MIN. 5' WIDTH AT RAMP. WRHDUT PLANTING STRIP SLOPE "A" 12:1 6" -d~~': I ~ AT ACCESSIBLE PARKING ~a: ; -d~, ONLY (AS SHOWN ON PLAN)
20'-0" PER STANDARD NO. 10.20 SLOPE °B" 1/4"/FT ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
i/2' EXPANSION JOINT (TYPICAL SLOPE "C" 5~8'~/FT END OF EACH RADIUS) 2-1/4" 8" a
RIGHT OF WAY SIDEWALK BACK OF WALK EXP. JOIM 3'-0" MIN. CONTINUCUS M \ a 1 4" PER F00T a 8" WHEEL STOP
PASSAGE 4-0' . ~ BACK DF CURB /
26' MN ~ FACE OF CURB ACCESSIBLE RAMP -STANDARD PRECAST CONCRETE WHEELSTOP v PARKING ONLIY r z a^' ~ A
N0. 10.31A OR 10.32A (TYPICAL GROOVE JOINT PER STANDARD s, m FLOWUNE EACH SIDE) g ~ NO. 10.176. C C NTS s" ®s.w. ~ " ; ' ~ 1 (s srlowN •I'a„ ON PLAN)
+ ~ 2'-6" CURB AND GUTTER > (STANDARD N0. 10.17A) ACCESSIBLE ; , a ' ' ts~ PKG. •..6"~ ~ . , a . K
4' CONCRETE GUTTER A-? i i i i i i~ i ..--A .C~ ,,0
SECTION A-A ~ currER NP r•~ A IXP. JOINT CONRNUE JOINT AT SIDEWALK 4'-0"(t6' ® ACCESSIBLE PKG. 9" 9" 10"
BACK OF CURB N CURB GUTTE
GROOVE J TNT 6,0^ 4'-D" 6-0" TRUNCATED DOMES COLORED REVISIONS REVISIONS N0. DATE DESCRIPTION DIMENSIONS AT BACK OF CURB PER SID. N0. 10.35B i~ TYPICAL RAMP ~ SECTION
ND. DATE DESCRIPTION L'~"'A 1 12/96 SLOPE "C' CONSTRUCTON JOINT 2 B/00 ADDED NOTE PLAN VIEW-DIAGONAL RAMP WITHOUT PLANTING STRIP QP i 6~
OR GROOVE JOINT ~ 3 6/03 REVISED NOTE TRANSITON FROM 7" DEPTH AT UP i~
TO 10" DEPTH AT 4' CONCRETE GUTTER APPROVED DATE APPROVED DATE S(0~ {y., RAIN GARDENS N0. 3 & N0. 6 TO HAVE A 3' WIDTH ON FLUME.
CHARLOTTE -MECKLENBURG ACCESSIBLE RAMP STANDARD WITHOUT i~ ~Sp. ~S, ~ ACCESSIBLE RAMP SECTIONS WITHOUT PLANTING STRIP
CHARLOTTE -MECKLENBURG LAND DEVELOPMENT „ LAND DEVELOPMENT TYPE III DRIVEWAY ENTRANCE STANDARDS PLANTING STRIP 2 -6 CURB AND GUTTER 10.32A ~g~ ~
m STANDARDS 10.28 1 6 CURB AND GUTTER s_ WfTH SIGN POST & WHEEL STOP AT ACCESSIBLE PARKING
a
lV
4" WHITE P INTED LE TERS, TY . TYPICAL FLUME DETAIL
NTS 3 5 6 05 REVISIONS PER CDOT COMMENTS ASH
~ AL DIMENSI NS TYPI AL
W9 NOTE 2 29 05 ER CITY OF CHARLOTTE-REVISED DRIVEWAY ENTRANCE & BUS STOP 51G ASH 1 2 11 05 REVISED PER CATS COMMENTS ASH
tKt^^' _f CONTRATOR IS TO UTILIZE THE FOLLOWING CHARLOTTE MECKLENBURG LAND No, DATE REVISION BY
DEVELOPMENT STANDARDS FOR INSTALLED STRUCTURES IDENTIFIED ON SHEET PRO~CTNO,
Z O'^ 7 0 u/ SHEET TITLE 290207 C400: scaLE
• D c'- SITE DETAILS 20.09 BLOCK MANHOLE, 20.10 MANHOLE FRAME AND COVER, 20.13 BRICK DROP N.T.S.
m N .e INLET, 20.14 FRAME AND GRATE °ATE
m 0 ND NOTES A 01 /17/05
n PREPARED BY ~>,~11lill~~ DRAWN BY ~~'v~~ PROJECT SLB
0 N CAR~~ CHECKED BY
~ _ _ _ 1.00 N - J oR ~ • / % LLARD CREEK PARK AND RIDE MA \ ~ : g,~ESSI BJD
z ~ ~ ~Il e! 1719 .T N PF+'d.S'~+' PT.A(~F. DRAWER N0.
-49
30 x 30 12X18 24 x 24 12X18 2 933 SHEET N0.
"Fl SEAL CHARLOTTE, NC 28262 POST, BUCKLEY. SCHUH a
20.14 20.23 20.23 20.27 PAVEMENT MARKINGS FOR COMPACT SPACES NG 400 EAST TRADE STREET 5200 77 CENTER DRIVE, SUITE 500 IN~•
SIGN TYPES TO BE FURNISHED & INSTALLED BY CONTRACTOR IN ADDITION TO N.T.S. C0/101 HARLOTTE NC 28217 ~i NO .
TO ACCESSIBLE PARKING SIGNS PH [phone] RFA S• N OHARLOTTEAR£ATRANS/T9YSTEM CHARLOTTE NC 28202 FAX [phone] /~l ! 1 1111
W1NW.P~SJ.COM I I I I I

q ~r B
~ N
t~~X ~~AU01 $O/SfY'MY
A 7 I ~
I E.- I
ALLOW FOR GRADE CHANGE AND ADJUST ANGLES WHERE ALL ANNaIAUdI SIOOW POSTS & RAILS ARE JOINED SUCH THAT ALL POSTS ARE EXPA SIO JOI T
PLUMB AFTER INSTALLATION. -
ALUMINUM RAILS AND POSTS 2" NPS SCHED. 40 OR 2 1/2" ~ 3/16" A B WALL ROUND TUBE ALLOY 6061-T6.
_ _ , _ _ _ _ _ _ j _ , - , - _ _ _ . _ _ _ T-- -
~ ; r ~ i % ~
i ~ i 5 RCP i. i ; , „ -a -0 AX. M
i. l ~ ~ i ~ ~ i_ C 3/8 CONTINUOUS BEAD OF APPROVED JOINT SEALANT AROUND
' ~ ~ ~ ~ ~ i . ~ ; CHARMECK LAND DEV. STND. i ~ i ~ ~~FRAME & GRATE 20.14' CIRCUMFERENCE OF EA. POST, TYP.
I" ~ ~ LIMIT OF RAINGARDEN' i : ~ 4'-0" ,
~ - % . '.;CHARMECK LAND DEV. STND. COLLAR (COVER FLANGE) AT EA. POST, TYP.
i ~ ; . BRICK DROP INLET #20.13 I~ / 1. ~ i 2'-0"
/ / I` ~ / / / / ~ / _ / / . B 3 MIN. CLEAR GENERAL NOTES:
j. / i i " / . % ~ /
PLANTING SOIL PER CHAR-MECK LAND'DEV. S1`NDS ~ " ' ~ ~ f 1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
i _ , i ~ i 6" PERFORATED PVC: .III ~ ~ i i~-~ i;__I ' -1 - 2. ALL JOINTS TO HAVE A 1 /2 FILLET WELD. , _ ~ I I 1 6 MIN, ~ CONC. SIDEWALK
' , . ~ i TO DROP INLET ( - . 3. ALL JOINTS TO BE EITHER WELDED ALL AROUND AND GROUND SMOOTH: EXPANSION JOINT MATERIAL OR A COMMERCIALLY DESIGNED FIXED JOINT SYSTEM (SOLDERED, BRAZED,
, % i. ~ i i. i -W/ SEALANT 0 EA. POST, TYP. ~ - FUSED, BONDED OR SHRINK FITTED). MECHANICAL JOINTS OTHER THAN
; ; UNDISTURBED SUBGRADE ~ ; ~ ~ ~ ~ ~ ~ , ,.,:SAND AND ORGANIC MATERIAL MIX SEE SPEC... I--12 ~ 3 CLEA 12" SQUARE CONC. FOOTING, I I-- EXPANSION JOINTS ARE NOT PERMITTED.
i ' i FLUSH W/ SIDEWALK, TYP.
i ~ i ~ i. i ~ ~ i i _ . ' ' i i 4. EXPANSION JOINT S) ARE NOT TO BE USED UNLESS DEEMED (
; i. i i i SECTION NECESSARY BY THE FABRICATOR. IF AN EXPANSION JOINT(S) IS NECESSARY, THE LOCATION(S) OF THE EXPANSION JOINT(S) AND
_ ~1 - ~_w~ - - _ ~ N.T.S. _ CALCULATIONS THAT DEEM THE EXPANSION JOINT NECESSARY SHALL BE
1' TYP. INCLUDED IN THE SHOP DRAWINGS.
TERMINATE IMPERMEABLE
EMBRANE 5' BEYOND END BACK OF CURB 0 1.00' O O D O O O
OF RAINGARDEN LIMITS TYP.
EDGE OF PAVEMENT T T T
A IMPERMEABLE MEMBRANE (RUFFCO 30008 LOW DENSITY --+t4'2' » ~ 4.00' L CAT ON F 6 YP.
POLYETHELENE LINER OR APPROVED EQUAL) ~ TYP. PST, TYP. 1. T ~ _____I
8.00--I
TYP. POST TO POST
I I {7 f39 -10 1/2 (RAIL)
PLAN R4.50',
N.T.S. ALUMINUM HANDRAIL, 1118'-1 1 2" L=f5'-6" I I EXP SION 0 NT /
~ E .POST, TYP. R8' 6", L=t13'-4 1/4" (RAIL) I
EDGE OF CONC. PAVING CHAIN LINK FENCE
I - - - - 18 -0
SEE PLANS I (RAIL)
1' TERMINATE IMPERMEABLE LIMIT OF RAIN GARDEN WIDTH VARIES -SEE PLANS i EDG F RO F AB VE, T P.
EMBRANE 5 BEYOND END c PLAN
OF RAINGARDEN LIMITS 5> 5' 1' N.T.S.
~ _ _ _ _ _ _ I
4" DOUBLE HAMMERED HARDWOOD CHARMECK LAND DEV. STND. MULCH, TYP. FRAME & GRATE #20.14 0.1' 1'-6" CURB, (TYP.)
10 10 BELOW 1 1 CHARMECK LAND DEV. STND. BOTTOM ~ A. P ST, TP
~ - ' , ~ 7 BRICK DROP INLET #20.13 OF CURB PARKING LOT SURFACE, (TYP.)
LIMIT OF IMPERMEABLE MEMBRAtE "(RUFF,CO, , ~ ~ ~ ~ ~ ~ , , 0.6 ~ 8.00
~I~~ -I1 ~OOOB.~LOW DENSITY POL:YE~THELENE_tINER, , ; ~ ~ MN . , I ~ OR'APPROVED; EQU,QL ~ ~ ~ ~ ~ , I-:f I , , - - . > TYP. 5.50' - fi ~ „ W ASSOC. PAVING JOINT PATTERN II=111- POST 0 POST L=f8-8 1/4
i ~ I ~_I PLANTING SOIL PER CHAR-MECK LAND DEV, STNDS. ~ , I` _ - t34 -2 (RAIL} i III „
~Ill~ill=lll~~~!II ~ ~ ~ ~ ~ ~ ~ 11-! I_; 3 DOUBLE HAMMERED HARDWOOD - II ;III; MULCH, TYP. DOME POST TOP
lll~ill !II~ ~ ~ ; ~ r. ~l l l _I I:~,I l i ~ ~ ~ ~ ~ _ , , -~,~p ~ i~, ,-<<--~_~-r.---~ ~ ~ ~ A ~ ~ ORGA , ~ DEPTH VARIES. L- ~ I~ 2 MESH, 11 GAUGE, POLYVINYL COATED CHAIN
1" : ~ SANO ND NIC MATERIAL MIX SEE SPEC. " , 'i `JI I i ~ . i -I _--„'i ~ j I ~ ~ ~ i ~ r- ' { I f- ' i---i ~ ~ , .I I_ _ ~ '--I I - ~ - - L~ ~.1,~ ~~~~-I! _ ~ I i~ ~ ~.-il ,I-! I-_ill=~I~-.,r~l I _Ii~i.l-,= ,i~ ~ ~ , - ~ - i~-- SEE PLANS VARIES ; =111( IMPERMEABLE MEMBRANE (RUFFCO 30006 ROUND END & LINK FABRIC, COLOR ASTM F 934 MIDNIGHT BLACK 'LAND 11=1~1~ LOW DENSITY POLYETHELENE LINER OR CORNER POST ITH TOP & BOTTO SEL AGE KNUCKLED
~ , _ ~ ~ .I, ~ j_: I I , ImII(-_i.l~~~~ll-ll~ lif-i~~=~! !~i ,l_, Ali. ~I ~ i i ,.1 i~l i.r--i;il ~,~I ~iI Ali .II ,,I i i it ,i, ~ ~ ~!II-- II _i , - _.i!1-III-~fl , Ili=ill ~ 111= » " , _ W M V I~ APPROVED EQUAL)
FOLD UP FI~.TER FABRiC:12 ALL -Iii .I., I I„„I~- _ 12 ' II~II I~ UNDISTURBED SUBGRADE
' I ~=i I ~ ! i, . SIDES OF, GRAVEL, BED; TYP . ~ ~'il-l~i_;I; 15 RCP I f- -~I SAND AND TOP SOIL MIX
-i 1~I I ~ ° ° ° ° a ~ a a j ~ SEE LANDSCAPE SHEET L200) RAIL TIE TOP RAIL a (
~I~;;-~~_ a a12 - <o,o<o>o,.,o..o<oa,><>o,oa>ooo<,oaoo.a..o.ao.><a<,oo><.oeoo.,oo„.,o,>.><,><>„>o.,< -I' I~_~ a a a12 II _ , a FILTER FABRIC, NON WOVEN LINE POST LOOP CAP
_ ~ -1 I i I - I I I I I -i -I I i - ii--ii,-i,-- ~ ~..__,iI-~,.-~ a r _i i- 11
-11 I~! l 1=11 I i I I=. I ' ~._~I ;-III- i _I I~ _l l l=~f ~ ~ =I (L=1 {'-1 I I-1 I -11~_ PERFORATED PVC SEAL W NON-SHRINK ~ ~_i,- i-~~~-i / .I i l i=~ i I-J_l - I=1(hlli-lll-11{=11- UNDERDRAIN GRAVEL BED #57 STONE ROUND LINE POST Jlf=~~~
TO DROP INLET GROUT =11 -;il_-,~~I' TURN DOWN FILTER FABRIC 12" ALL
„ ='ll III; ~i 6 PVC CAP, SECURE W/ I I I ~ ~ i J SIDES OF GRAVEL BEO, TYP. 1 5/8" OD
_ PVC GLUE I11=~i__i-~~~_~i_~,~,i~_ -il~_' SECTION B B 5'-0" BRACE RAIL
N.T.S. ~-I l N I I__I i{=-I I ~=~i I I-{ I i-~ i'
BOTTOM SELVAGE
NOTES: 1. AVOID DISTURBING THE BIORETENTION (RAIN GARDEN) AREA AFTER THE INITIAL ROUGH GRADING AND TEMPO AND TEMPORARY STABILIZATION HAS BEEN 8'-0" KNUCKLED
PERFOMED. HOG RING
1 WIDTH VARIES - 6 -0 MIN..) 1 LINE POST TIE
(SEE PLANS) 2. EXCAVATE THE RAIN GARDEN TO THE DESIGN DIMENSIONS.
TENSION WIRE
CONC. FLUME 3. UNDER DRAIN SYSTEMS MAY BE COMPOSED OF A VARIETY OF MATERIALS WITH PVC (PERFORATED PIPE MAT fED PIPE MATERIAL BEING THE MOST
CHARMECK LAND DEV. STND. COMMONLY USED, OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH THE APPROVAL FROM THE DESIGN Et` BRICK DROP INLET #20.13 1-'6" CURB TYP. HE DESIGN ENGINEER OR INSPECTOR. ~ ~ ' " ~ ~ \/i • . ~ TURNBUCKLE OT .
14 ~ ( ) 4. SOIL AND GRAVEL COVER OVER THE UNDER DRAIN SHALL BE AT LEAST 2 FEET IN DEPTH. FRAME & GRATE #20. /f~//~ , FINISH GRADE , ~~j/ FENCE SHALL BE INSTALLED PER NCDOT STANDARD FOR ROADS & ~ TENSION BAR ADJUSTAB E ,f'' & STRUCTURES.
0.1' 0.6' L ~ y/, CONC. FOOTING TRUSS ROD ~j „ ~ 2, ALL CHAIN LINK FABRIC AND ACCESSORIES SHALL BE COATED WITH
BELOW PARKI G LOT SURFACE TYP. 5, GRAVEL BED MATERIALS STONE SIZE SHALL NOT BE GREATER THE 1 2 TO 1-1 2 I CH DIA ETER BLUE N , ( ) ( ) N / / N M 7 ~ BOTTOM vIETER (BLUE STONE DOUBLE WASHED STONE, y . POLYVINYL. . ~ 10 MAX. SPACING, TYP. . ~
OF CURB #57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES. MIN. 1 ` • 3. COLOR OF POLYVINYL COATING SHALL BE ASTM F 934- MIDNIGHT
~ ' ~Ii-. , \i BLACK, NOT MED. GREEN AS STATED IN NCDOT STANDARD FOR ~~~i : ~ FENCE SECTION ELEVATION ~ ~ ROADS & STRUCTURES.
it ll~- 6. FILTER FABRIC MUST MEET A MIN. PERMEABILITY RATE OF 75 GAL/MIN/S.Q. F.T.. AND SHALL NOT IMPEDE a ~.l~_ - _ _ '~I ~ I _:ill 'll ili~~= - FAR _I,I_IEI 1(I_~III 1,1_I. ,.I I SOIL MEDIUM. NON WOVEN B IC IS PREFERRED OVER WOVEN AND INSTALLATION REQUIRES AT LEAST 12 OVER NOT IMPEDE THE INFILTRATION RATE OF THE \ , SST 12" OVERLAP AT THE ENDS AND STAKING ' ,'•~/j 4. FOOTING WIDTH TO BE MIN. (4)X POST WIDTH, MIN 36' DEPTH.
-III=1 V_ III III , Ili.= ' - 3" HARDWOOD MULCH -DOUBLE R TI A , ~ ___~I _=~111~~,~~ IN PLACE DURING CONST UC ON AT THE TURNED UP SURF CES. ` ` ~ ii 5. FOLLOW ALL MANUFACTURES SPECIFICATIONS AND GUIDELINES
I-.~. li ,._ai HAMMERED, TYP. =fli ~ ~~r~iir 6 DURING INSTALLATION.
~ DEPTH VARIES I==1 X11 IMPERMEABLE MEMBRANE (RUFFCO 30008 7, THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL CONTAIN 80~ SAND 20~ ORGANIC MATERIAI r I I I_ -I II,, II LOW DENSITY POLYETHELENE LINER OR ~NIC MATERIAL (COMPOST, TOPSOIL) AND
(SEE PLANS) HAVE A PERMEABILITY (K) RANGING FROM tin hr TO bin/hr. THE SOIL SHOULD HAVE A Ph BETWEEN 5.5 TO 6.5. APPROVED EQUAL / ~ 5.5 TO 6.5. A LABORATORY TEST MUST BE TOP & BOTTOM FABRIC
Ii-=!I. PERFORMED TO VERIFY THE PERMEABILITY RATE OF MATERIAL. SOIL MUST NOT BE INSTALLED UNTIL ALL CONTRIB =1 -f11_ UNDISTURBED SUBGRADE BEEN STABILIZED AND APPROVED BY THE INSPECTOR. SOIL MIXTURES TO BE INSTALLED IN 8 TO 12 INCH LIFTS 1 ALL CONTRIBUTING DRAINAGE AREA HAS SHALL BE KNUCKLED INCH LIFTS TO ENSURE ADEQUATE KNUCKLE
-1 ~ FILTRATION.
°w = a a a I~I(I_ SAND AND TOP SOIL MIX (SEE NOTES) F a ~
~ 12" AX.- o ° ° ° II-`"I' FILTER FABRIC NON- OVEN N a ~ W 8. MULCH IS TO BE PLACED ON THE SURFACE PONDING AREA OF THE RAIN GARDEN. THE LAYER OF FRESH Ml OF FRESH MULCH SHOULD NOT EXCEED 3 END & CORNER POSTS SHALL
g ~a - i1--111: INCHES IN DEPTH. Ill ICI III ,I~ ~~I III III ~I # Ili ~~ll I ~ .III ~lil~ 1 ~ - UNDERDRAIN GRAVEL BED #57 STONE z BE DOME POST TOPS DOME
a ii III ~J~i .(i, I_~i'~I~I-=1 ~ ~~,~;i L~~{ (n II-~, N0. DATE REVISION BY THAT HAS A DEPTH GREATER THAN 2 FEET PRO~Ci N0.
a i ~ , j. i,__iil_-~ 9. AN OBSERVATION/CLEANOUT STANDPIPE MUST BE INSTALLED IN EVERY 810RETENTION FACILITY THAT HAS A ~ ~ 6" PERFORATED PVC UNDERDRAIN ® AND/OR UNDER DRAIN SYSTEM. THE STANDPIPE MUST CONSIST OF A RIGID NON-PERFORATED PVC. PIPE, 4 TO E PIPE, 4 TO 6 INCHES IN DIAMETER. IT SHEET TITLE 290207
~ TO DROP INLET SHOULD BE LOCATED IN THE CENTER OF THE STRUCTURE AND BE CAPPED FLUSHED WITH THE GROUND ELEVATIC m JND ELEVATION OF THE FACILITY. THE TOP OF scA~E
° THE WELL SHALL EITHER BE CAPPED WITH A SCREW OR FLANGE TYPE. 0 SITE DETAILS N.T.S.
a N AND NOTES 01 /17/05
O m PREPARED BY ~~~IIII~~~~ DRAWN BY
N SECTION A-A Q ~~i~~ PROJECT SNH CARD( ~i
N.T.S. m 0~ ~ ~ RIDE giECKED 8Y K AND CEKPAR . S MALLARD R E
5 .•a ' 1. ~ ,f 0 , eJo
N 1712 J.N. PEASE PLACE DRAWER NO
s N SEAL = - - CHARLOTTE, NC 28262
289 3 s POST, BUCKLEY, 9CHUH 8 JERNIOAN, INC. SHUT No.
N C 4 ~
W Q RAIN GARDEN DETAIL FNc E~~ 400 EAST TRADE STREET 5200 77 CENTER DRIVE, SUITE 500 WE: CHARLOTTE, NC 28217 ~i NO P~ S
C C C PH (704 522-7275 RFA S. N\~~ CHARLOTTEAREA TRANSIT SYSTEM CHARLOTTE, NC 28202
N 4 10/1111100 FAX [phone] WWW.PBSJ.COM

-IINISHEO GRADE TO BE \
>19PED AWAY FROM COVER \
\ _ \
TEST COCK i f5' MAX. Df%IBLE LHECK VALVE Icu rULI PORT ~
~ 6'M1N. ASSEMBLY 1/4 A SEE NOTE ~.i BRONZE nnLL SHUT-OFF \ - HECK VALVE R- pE ~ 0
STRAINER VA I SEE N(~i1 p2 ~BE pE _ OPTIONAL ~ ~ ~ ~ ~ ~
FLOW- D ~ of pE of ~ ~ ~ ~ o of . ¢ ~
A, ~ ~N• ~lu'I K OR L COPPER TUBING \ uR i" MIN. GALVANIZED STEEL a
1/4 TURN FULL PORT ~ CHECK I'Il'L FOR MIN. OF 5 ON It• ND1 VALVE p2 LncH END OF ASSEMBLY. ~ \ BRONZE BALL SHUT-OFF SEE NOTE 4 \
VALVE /1 SEE N SEE NOTE 2 NOTE ~5 ~
-_11
ELEVATION VIEW 4^ MIN,
µ67 WASHED STONE 2" MIN, VIA. DRAIN BY GRANTY TO \ ATMOSPHERE AS REQUIRED 8Y ~ DMD SPFCIFlGATIDNS. SEE N°~ ~ CAMERA POLE, TYl
SHUT-OFF VALVE i ~O~.E, TYP.
DOUBLE CHECK VALVE ASSEMBLY • 155
4' INN. SHUT-OFF NOTE /4 A' VALVE g2 O p
FLOW- ~ ~ O 0 0
4' MIN. 0 0 rs 1 J/4. 0
TEST COCK g1 CHECK
8` ON TEST COCK-~~ B, Mug VANE y1 D © © ©
SIDE Of OPENING 2" MIN. DRAIN TO ATMOSPHERE © C-~ NQ JB-YBP (~'BE0. lROk IRATFIC)
© © G7 © 15 SIB '0 ~ fRARFIC COItR-Wi. 16185.
PLAN VIEW © 0
r J/1.
DRAIN FROM CATCH BASIN DRAIN , BACKFLOW VAULT VATH GRATE 20NING
TOP OF SETBACK ~ DISCHARGING rs C(AYQ7Eif COtER wM a' CASE /RIXl RXIBED lID
STORM PIPE STORM PIPE -CMU -REQUIRED , PROPERTY BPA BELOW GRND. . sr Wr. Y1 1BS
DRAIN ALTERNATIVE: LINE SEE NOTE y7 & ye x
DMUD DOUBLE SHOEBOX TIE INTO CATCH BASIN OR STORMWATER MANHOLE PER DETAIL rc METER + ~ SHOEBOX LIGHT; TYP. z J,1'
SHOWN ABOVE. NO 11E IN TO STORMWATER PIPE VNLL BE ACCEPTED. ~ PUBLIC B~ wRE
NOTES: WATER MAIN rt S~~
1. DOUBLE CHECK VALVE ASSEMBLIES (DC) MUST CONFORM TO TYPICAL LO ATION REQUIREMENT CMU SPECIFlCATIONS. REFER TO CMU APPROVED LIST OF DC'S FOR BELOW ROUND INSTALLA710N I BI4 I t9
2. CMU APPROVED DC INCLUDES SHUT-OFF VALVES /1 AND /2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS N.T.S. 0
SHALL BE PERMITTED. R I 3. IEST COCK ~t SHALL BE UPSTREAM OF SHUT-OFF VALVE pt CHARLOTTE-MF'CKLENBURG AND IS PART OF THE APPROVED ASSEMBLY. ALL TEST COCKS UTILI'T'IES
MUST BE BE ON ONE SIDE OR TOP .ASSEMBLIES MALL BE SYSTEM PROTECTION DIVISION INSTALLED UPRIGHT AND IN THE HORIZONTAL POSITION. d
4. PIPE MATERIAL AND FlTTINGS SHALL BE AS SPECIFlED IN CMU CHARLOTTE, NORTH CAROLINA L f STANDARDS & SPECIFlCAlIONS. - .I 4 i'} i
5. VAULT, DOORS OR COVERS AND SUPPORT OF ASSEMBLY SHALL yp Na. FlN Na BACI~FLOW PREVENTION BE DESIGNED BY OWNER AND AS REQUIRED. xaa 0 h
6. DRAIN INLET MAY BE PRONDED AS SHOWN OR AS FLOOR DRAIN. PLW N.TS. STANDARD DETAIL 7. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL. PAOF'4E - W7 rs' Bwr-re !Bs Y.
8. NO TAPS, BRANCHES, FH'S OR OTHER ACCESSORIES ARE M~• DOUHI E CHECK VALVE I ' PERMITTED ON THE PIPING BETWEEN THE BPA & METER. ASSFMt3LY (DC) 3~4 -1" '
- BELOW GROUND VAULT
No. Daly BY Rwglm Sur»7b By CagnaC BY Dram By Pn,k•.~_E^R IyproMA BY Dob °i. T~~A i i
CHARLOTTE-MECKLENBURG
~ UTILITY DEPARTMENT ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
J STANDARD DETAIL ~"R~ WATER
RROfMF - - CONCR TE METER BOX
- FOR 3 4 WATER METER A
~ F~ aw a ~C Na PA. M RM.bn SLnr~ BY By dm By9Y RuM'64 ~tl 'S ~i
A I
I
i
I 5B7EE7 R
I ~ . 5' ACK TO BACX C I'
(nP•) 1' iw(PIECE (CAPPED)
~ ' MM.
Y I' OR J 1• WATER SEANCE IUBMD AIETFR BOX 0'WR WIfR
/ I ~ ~
© ' T " OR 3/4" SERVICE CONNECTION f (ioNC siDE)
~7 C~ srREEr R/M'
I f T 'a" _ I ' ` ~ BACx a- curs MERR TD MElfR--~ 1' TARPIECf
(CAPPID) bS
- X LIGHT W CAMERA, TYP. SHOES CpPPORADDR 5r0P
(SADaE REIXNRFD ar Au CQVQ7EIE Pvc vaRS ANO av Au NE>fx ~x r srxHas)
i AN. SWR. -
LEANOUT DETAIL AT MAIN 7" OR 3/4" SERVICE CONNECTION (LONG SIDE) (SHORT SIDE)
PROP 3' 4 VALVE. PROP. _ 3 ,4 DOUBLE .CHECK vE.
45 BEND ASSEMBL Y INSTALLED-BELOW AOCN 5RV
l / ~ P1C wAPS~AA~ OV ALL
OUND WI-THIN CONCRETE VAUL T T- ~ 1.5ERNG£S) ~ uEiER
PER CMUD REQUIREMENTS: ~i cavarElE METER Box 16'
= 45.00 VAULT LID ..ELEV.... 6 • (sEE s% CEmLS wAiER sERwcE RlBIRG
DA YL1GH T F ODR ELEV. 643;.00 • ~ ro uAr+ ~ i ~ r- rarE wrM AMaE va.vE
„ VAULT L \ ~ ® 2 DRAIN
2 DRAIN ELEI/. 642.90- \ ' ' ' ' DETAIL AT METER DETAIL AT MANN (LONG SIDE) (SHORT SIDE)
r
PAVENENf
wra! CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
ROAD W1TH SIDE DITCH CHARLOTTE, NORTH CAROLINA
PEDESTRIAN LIGH1; TYP. ~ - - - G __G~_ _ :n-. ______--...3..__-_.________ RD>F, ~M ~ STANDARD DETAIL O E DR ,~iGOrS AfALL ~ y t~AS~M AtDNC iE ~N R~ WATER
- - - - - - - - - - -._-r--?-. w~"`""' - 3 4" AND 1" WATER ~ ~ ~ ` ' ' ' ~ - r A ~ ~ ~ r- ~ ~ . - ~ ERVlCE CONNECTION
.r - ~n. A 'fin. n ~ h r $ ~n ~ . ~ _ ~ _ . _ . _ _ _ _r_ _ _ r.. _ _ _ ~ .....i . c+ a ~ ~ ~ n~ wN
v...- ~ ~ ~ ~ \ ~ ~ x> a" M R..ab, s.,./.e er er aa„ h Prohu-EM lovr~w m oen ~p
PROP 3 4
Exrsr. ssMH ROP. 4" SS LAT. f; _ q P EX1ST. SSMH 'T. SSMH
m RIM-650.18 WATER METER _ 1NV.IN=642.43 = R1M-635,67 =635,67
TAP ELEV. 636.28 _ a INV OUT-64223 PROP 3 4 WL " 1NV. 1N-630,08 1N=630,08 OUT=625.88
~ ~ ~ ~ ~ ~ ~ tt ~ ~ ~ EX. 8 SAN. SWR. 1NV. OUT-625.88 ss ss ss ss ss ss tt tt tt n ss ss ss tt sr m ss
~ ~ ` ~ B

F _ _ - = - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - _ _ 20 0 20 40 60 2 5 16/05 REVISED DCVA BASED ON STORM REVISION ASH ~ 1 2/11 05 REVISED BACKFLOW AND METER IOCATiON ASH
w EX. 8 PVC WAIERMAIN (5' OFF BOG) ~ w w w N0. DATE REVISION BY
V EX. 8" GV APPROX. 700 FT. APPROX. 325 FT TD END OF WAIERMAIN ~ B PROJECT N0.
z I ~ Scale: 1" = 20' SHEET TITLE 290207 sca~E
UTILITY PLAN " . ' 1 20
m DATE
NOTES 01 /17/05 PREPARED BY 1~~II~Il1/j DRAWN BY
i. SANITARY SEWER TAP AND WATER TAPS TO lii~/ PROJECT MEB
c BE INSTALLED BY CMUD. ~N CAR~~ CHECKED BY
h 2 SERVECE LINES TO MEET CMUD AND ~ MECKLENBURG COUNTY PLUMBING STANDARDS. o~ ~ % E PARK AND RIDE , MALLARD CR EK \ , ~~ESSI ~ ASH
4 3. CLEANDUT CAPS TO BE RED BRASS Qw~E rug 1'712 .T. N. PFASF PT,A CF DRAWER N0.
i _ "r L bw' SEAL = CHARLOTTE, NC 28262 -
28933 - SHEET NO.
POST, BUCKLEY. SCHUH & JERNIGAN, INC.
m 8 400 EAST TRADE STREET 5200 77 CENTER DRIVE, SUITE 500 i~ q °•~1NE•
m 9 CHARLOTTE NC 28217 ij NQRfq S PH (704 522-7275 ~i,,err . ~CMARLOTT£AR£A TRAMS/TSYST£M CHARLOTTE, NC 28202
e ae FAX ((704 525-2838 1
c c c WWiN.P~SJ.COM I l l f ll~~~
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-2 FH
/ _
i ~ \ ~ ~ / ~ ~ / ~ / S~~ ~ ~ 6JP j j i i j 1218 j" / / ; ~ ~ 6 JP
~ ~ , 12 IB ° in m
/ ,1' H,V~f / ~ / ~ ~ ' ~ / ~ i j ~ i / ' OE \ / ~ i / / , ~ dS /
/ i' / ! / ~ i is / / i` / / % j / / i 0 / ~ / / i % i / - aE pine
1 FH ~ `ra i / / i i % ; ~ FIi ~ / f ~ ~ ~ / ~ % i' r / i / i' % ~ ' ~ ~ ~ ~IB~~ ~ ~ EXIST. TREE TO ~ / ~ , BE PROTECTED,
3 NSH ~ ~ ~ ~ ~ i / ~ ~ / / f 3 NSH , / ~ / / 20 0 20 40 60
i / ~ i' / ~ ~ ' ~ / ,
i / / / . % / j ; ~ / / f ; ~ i , / i~ j / / / j / ~ / / / ; j / ~ /
' ~ / k~ ~ / j' ~ j / l ' / ~ ~ / ~ j / ~ ~ _ i ~ ~ / . -~-~.L i ~ / ; j j ~ j' / % ~ ~ / % / / ~ / Scale: 1 - 20
/ , / i / ~ / / / ~ r / / ~ ~ i i / ~ ~ /
_ j , ' ~ Cl'1 / 1 i` i ~ / / i ~ ~ ~ / / ~ / ~ %/~i ,r , r ' ; ' , i / i` 161n oak
~ j , , ~ i jl i ~ - f- j i b j i, i i f , , ' ; / / . f EXIST. WOODLAND
_ , _ i i , - _ ~ ~ ~ / i i ~o ~ ~ l , i / ak / ~ ~ ~ i ~ / ! BUFFER TYP.
- , _ ~s i o. i % ' i i / ~ ~ -WOODLAND BUFFER i,i ~ i / ~m . j' ~ 8in oak _
2 MCM - _ ~ i j - - ~(m. ; ~ h.... , ~ N , ~ r , ~ ~ / / / `i ~ % ~ / %
- ~ r' / / ~ j / f
~ i~0 6 CPB °';ii i C 1 HW 6 IH ` ; ~ i ! j" ~ THEE REQUIREMENTS:
12 HFG 7 HFG ~ 10 RLB `7 ,IH ~ s ~ , ~ , -~-•a ; ~ ~ ~ PERIMETER ®MALLARD CREEK 460 L.F.. 12 SHADE TREES REQ.
n ~i 2 FH I ' ~ ; ~ I SEED MIX A 1 JZ 21 RlB RET. WALL WALL 1 FH 241n oak I ~ PROVIDED: 4 PROP. 3 CAL. 9 EXIST.. (INCLUDING 30 , 30 , 24 ,
! ~ • ~ R.G.#7 11 VC ' 16" OAK• 24" 20" 20" GUM• 16" EL AND 14" H TOTAL 13 I , M W)
3 IB I I ' 305 S.F. 4" MU 7 HFG 1 HWO LCH ~ ~ i ~ ~ ~ 11fi PERENNIAL BETWEEN WALL 1LCH 11 RLB ! % - _ EXISTING WOODED BUFFER
!i~l +7 SHRUB SEED MIX "A" AND SHRUBS :EN WALL 9 HFG ` ~ NOTE: ALL PROPOSED PLANT PERIMETER ®JN PEASE PLACE 350 L.F. LESS 110 LF. SHRUBS 8 VC
' ' 0 16 CPB P R.G.#2 123 TOTAL LANTS - MATERIALS TO BE INSTALLED IN (DRIVEWAY & BUS STOP= 240 L.F.: 6 SHADE TREES REQ. J/ „
I ~ i ~ ~ ~ 2 MCM 102 S.F. 3 EA. OF: PLANTS NOTED 1 RFS 32 PERENNIAL 1 JZ ~ THIS AREA SHALL BE FIELD LOCAT PROVIDED: 6 PROP. 3 CAL.
j ~ j ' , ; I MIN. 3 FROM CURB & +3 SHRUB R.G.,~3 _ D AND
I ~ ; 7 EA. OF ALL OTHERS 35 TOTAL PLANTS 413 S.F. i., DIG I G SEE GE INTERNAL PLANTING: E , G N • ( NERAL NOTES).
(I ~ * ~ ; ! ~ ~ ' i NOTED R.G. IN SCHEDULE 3 EA. OF: PLANTS 144 PERENNIAL 69,463 S.F.(IMPERVIOUS AREA)/ 10,000 S.F.=7 REQ. SHADE ENNIAL 18 CJ TREES
~ ~ R.G. +9 SHRUB ~ ~ #6 NOTED MIN. 3' APPROX. LIMIT OF ~ " " P XI T. 40" AK U & PROP. 3" CAL, 10
~I~ r... - ! ~ ' 270 S.F. ;;,^~1-~~i 3 EA. OF: PLANTS 153 TOTAL PLANTS ~ 2 ID _ _ , FROM CURB & 1 RFS SEED MIX A ROVIDED: 2 E S( 0, 28 G M) 8 , AL PLANTS i o OUTSIDE PARKING LOT AND 12 PROP. 3" CAL. WITHIN THE
i ~ ~ ~ ! I 88 PERENNIAL - 3 SJW NOTED MIN. 3 1 I 1 EA. OF ALL ~ 5 SJW D 3 EA. OF: PLANTS 31D PLANTS in oak PARKING LOT= 22 TOTAL
1 FH ~ I ~ ~ +6 SH$~,B 1 ID FROM CURB & f.~ ~ ~ OTHERS NOTED 6 SJW j ~ APPROX. LIMIT OF EXISTING IIN.3 in um _
1 ! PLAN 1 RFS 1 EA. OF ALL ~ 3 SJW * NOTED MIN. 3 94 TOTAL R.G. IN R R.G. OTHERS NOTED F OM,, CURB & 2 NSH ~ SCHEDULE - JR & VEGETATION TO REAMAIN TOTAL SHADE TREES PROVIDED - 41 B
*R.G. IN 9_E~;~OF; 'I o
3 ID 113 S.F. SCHEDULE ALL OTI~~RS i ~ ; ~ ~ 32 PERENNIAL 1 ID SRS
3 SJW NOTED R.G. IN 3 SJW SCHEDULE R.G. IN ' '
i ! ' ~ 3 EA. OF: PLANTS NOTED 35 TOTAL PLANTS i N .E % i QTY. KEY SIZE BOTANICAL NAME COMMON NAME ROOT COMMENT
MI . 3 FROM CURB & 1 HWO ~ / ~ TREE l~ ~ i
5 EA. OF ALL OTHERS 1 RFS 2 ID ~ ' / 3 DRB 2.5-3" cal./14'-i6' ht. Betula nigra ' Dura-Heat' / 'BNMTF' DURA-HEAT RIVER BIRCH B & B 6' C.T. -3 CANE TOTAL
I ~ NOTED R.G. IN SCHEDULE R.G. 12 ~I 1 RFS ~ 3 EA. 3 EA. OF: PLANTS 4 SJW 8 HWO 2.5-3" cal. 14'-16' ht. Quercus hellos 'Hi htower QPSTA HIGHTOwER WILLOW OAK 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL <i~ / p g B&8
132 S.F. ~ NOTED ~ NOTED MIN. 3 8 RFS 2.5-3" cal./14'-i6' ht. U uidambar styractiflua 'Rotundiloba' ROTUNDAIIOBA FRUITLESS SWEETGUM B & B 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL
3 EA. OF: PLANTS NOTED 46 PERENNIAL ~ R.G. FROM FROM CURB & ' 12 JZ 2.5-3" cal./14'-i6' ht. Zeikova serrota 'Village Green' VILLAGE GREEN JAPANESE ZELKOVA B & 8 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL
MIN. 3 FROM CURB & +3 SHRUB 1 RFS 7 EA. I i ; 13 CPB 49 TOTAL PLANTS 244 S.F. ~ 7 EA. OF ALL ~ ' SHRUB
~ 7 EA. OF ALL OTHERS 8$ PERENNIAL OTHER. 2 MCM NOTED *R.G. IN 3 EA. OF: PLANTS NOTED 3 SJW IN SCHI OTHERS NOTED R.G. ' ~ , IN SCHEDULE . ~ i ' j, 31 ID 36" ht. Camus aericea "Isanti" ISANTI DOGWOOD cont. EQ. HT. &SRPD.
a +5 SHRUG ~ SCHEDULE , ; MIN. 3 FROM CURB & 1 ID R.G. ' ~ ' 50 SJW 12"-15" ht. Hypericum Hypericoldea ST. JOHN'S WORT cont. EQ. HT. &SRPD,
3 JP ; _ ~ ~ _ f 93 TOTAL PLANTS ~~o ~ 6 SJW R.G.~10 =_<<„~. 2 EA. OF ALL OTHERS 258 S"F. ' 9 MCM 10'-12' ht, Lagerstroemia indica 'Muskogee' MUSKOGEE CRAPE MYRTLE B & B 6' C.T. -3-5 CANE TOTAL
30 S ~ 3 EA. OF: PLANTS 3IB 2ID 7 .F NOTED R.G. IN , 88 PERENNIAL _ 21 JP 5'-6' ht. Ligustrum japonicum JAPANESE PRIVET ~'7 cont. EQ. HT. &SRPD,
116 PERENNIAL SCHEDULE NOTED MIN. 3 LY~Tl.tL1V.i~
~ FROM CURB -1 1 ID 1 ID - ~ _ ; i~~, 94 TOTAL PLANTS 15 FH 6'-T ht. Ilex x attenuato 'Foster's ~2' POSTER'S HOLLY 8 & B STRAIGHT, CENTRAL LEADER, FULL 12 NSH T-8' ht. Ilex x 'Nellie R, Stevens NELLIE STEVENS HOLLY
124 TOTAL PLANTS 3 EA. OF PLANTS R.G.#13 5 EA. OF , ~ ~Jri- _ , i 3 SJW 3 SJW NOTED MIN. 141 S.F. ALL OTHERS 3 JP _ B & 8 STRAIGHT, CENTRAL LEADER, FULL
3 * 3 EA. OF: PLANTS NOTED 3 EA. OF: PLANTS NOTE FROM CURB & 46 PERENNIAL NOTED R.G. IN 2 ID ~ 3 NSNM 7'-8' ht. Ilex x 'Nellie R. Stevens' NELLIE STEVENS HOLLY 8 & B STRAIGHT, MULTi-STEM, 2-3 CANE TOTAL ~ ~ ' 42 RLB 24"-30" ht. Berberis thunber ii
1 RFS SCHEOULE MIN. 3' FROM CURB & MIN. 3' FROM CURB & 2 EA. OF ALL +3 SHRUB 3 SJW / i 9 RED LEAF BARBERRY p3 cont. EQ. HT. &SRPD. ! ' 80 CPB 15"-18" ht. Berberis thunbergil atropurpurea 'Crimson Pygmy' CRIMSON PYGMY 3 cont. EQ. HT. &SRPD.
1 NSH 4 EA. OF ALL OTHERS * 49 TOTAL PLANTS 8 EA. OF ALL OTHERS OTHERS NOTED R.G. i RFS ~ r ~ ~ BARBERRY # $ CJ 61 CJ 24"-30" ht. geyera japonica CLEYERA 3 cont. EQ. HT. &SRPD.
NOTED *R.G. IN SCHEDULE « IN SCHEDULE NOTED R.G. IN SCHEDULE ` ' 47 IB 18"-24" hi, Ilex giabra 'Nigro' INKBERRY 3 cont. EQ. HT, &SRPD,
1 DRB _ ~ ~ ~ ! 50 IH 12"-15" ht. Raphiolopsis indica 'Snow White' INDIAN HAWTHORN ~3 cont. EQ. HT, &SRPD.
R.G. 9 R.G. 14 # #
189 S.F. R.G.#11 236. S.F. 3 EA. OF: PLANTS R.G. ~ L 345 S.F. 3 EA. OF: PLANTS 74 PERENNIAL NOTED MIN. 3 396 I R.G. 5 cRASs # ;1i WO 396 S.F. ' j j 74 BS 8"-12" ht. Andropogon virginicus BROOM SEDGE PLUG R.G.t
1 FH 4 PERENNIA I 130 PERENNIAL NOTED MIN. 3' FROM CURB & 116 F +4 SHRUB +3 SHRUB ~ , 116 PERENNIAL , - 74 BBS 8"-12' ht. Carex scoparia BLUNT BROOM SEDGE PLUG R.G.'
178 TOTAL PLANTS ~ FROM CURB & 77 TOTAL PLANTS 7 OF EA. ALL +5 SHRUB ~ r ,
137 TOTAL PLANTS 4 OF EA. A L OTHERS NOTED 1211 2 ID ~ 15 HFG 3 IH L / 45 RSG 8"-12" ht. Panicium drgatum 'Haense Hermes' REO SWITCHGRASS #1 cont. MIN. 3' FROM CURB R,G.• 121TOTAL PLANTS /
5 HFG OTHERS NOTED *R.G. IN ~ 5 SJW * SCH ' 77 HFG 18"-24" ht. Pennistium orientate 'Herbzauber' HERBZAUBER FOUNTAIN GRASS ~i cont. 36" SPAgNG ~
0 3 CJ ~ T ~ 8 CJ R.G. IN SCHEDULE EDULE APPROX. LIMI OF i ~ - 5 ID 74 CLB 8"-12" ht. Schlzachyrium scoparium 'Camper CAMPER IJTTLE BLUESTEM PLUG R.G.• r'
„ ~ P I . r SEED MIX A 13 C B ~ T i - 3 FH i ! VINE !
1 MCM 1 NSHM - _ _ _ ~ 19 VC 12"-18" ht. Parthenoc(ssus quinquefolia VIRGINIA CREEPER ~1 cont. MULTI-STEM
Y_ 4 IB I _ _ ` / PERENNIALS
_ - 0 ~ --1 ~Z - - - _ _ , j-. _ ~ 6 CJ ' ' ' 74 SBA 8"-12" ht. Aster laevis SMOOTH BLUE ASTER PLUG R.G.'
- ----~~_J~.-_- _ - _ _ _ ~-.JP - ' / I~ ~ ~ ~ ~ ~ 45 NEA 8"-12" ht. Aster novae-an line NEW ENGLAND ASTER PLUG MIN. 3' FROM CURB/ R.G.
_ 5 HFG ~ ~ _ _ - _ i i I ~ , - - _ f~ - j / ~ % ~ 45 FBI 8"-12" ht. Ba tisia austrails FALSE BLUE INDIGO SP~3 MIN. 3' FROM CURB/ R.G.•
- . _ .1-~ ~ _ - _ - - _ ~ : ~ ` ' 45 PJP 8"-12" ht Eu atarium u ureum PURPLE NODE JOE PYE WEED PLUG MIN. 3' FROM CURB/ R.G. ~ _ _ _ _7_ _ _
~ 1 ~ I ~ ~ ! i - - c w _ 3 SJW ~ ~ ITS-A~SE~lS=:~:~ ~ _ - ~ - - " % 45 FS 8"-12" ht. Hela sis helianthoides FALSE SUNFLOWER SP~3 MIN. 3' FROM CURB/ R.G.'
; ~ ~ ~ ~ ~ MIX B - ~ ~ ~ ~ ~ SKY WING 518ERIAN IRIS SP#3 R,G,i ~ 74 SW5 8"-12" ht. Iris siberica 'Sk Win ' ~
: _ _ ' ~ PLANTS NOTED - ~ j ~ r,'/%`' ~ ; . ; , , 1 ~ I , _ ' 79 GF 8"-12` ht. Liatris nastach GAYFEATHER SPj13 R.G.
~ 20~.TWS-_... _ r i ~i i ~ r ~i J I I I i ~ ; ~ l%;,~,:~, ~ ~ , ; i. i , MIN. 3 FROM _ . - i~ l / 1fl PW ~ ; , / ~ ~ , J 79 SGF 8"-12" ht. Liatris s icata 'Koblod' SPIKE GAYFEATHER SPg3 R.G.•
645 ~ , ~:~i ; ' h CURB & , ~ _ , ~i ~ j , f ; / , ~ _ - 19 PBB 8"-12" ht. Monorda 'Petite Oelite' PETITE DELIGHT BEE BALM SP#3 R.G.•
A. ~ - - t_._ _ -r- --BQ__TWS... i - f j 90_P~N . ~ , , L, 74 BGP 8"-12" ht. Phlox subulata 'Emerald Blue' BLUE GARDEN PHLOX SP~3 R.G.t
0 ALL OTHERS - ~ ~ . / _ - ~ _ ~ 2 IB DRB ---w - - ~ j , 1 ~ -8 -D i , 1 ~ NOTE: 74 POP 8"-12" Ph oste io dr iniano PINK OBEDIENT PLANT SPg3 R.G.
NOTED *R.G. i ~ ~ _ ~i; ~ i / i2 ID ( A 15 .L r, ~ ~ - 1 i i, N I 1 MCM SCHEDULE " , `MCM~~ i , ` ~ SSB , ij ; ~ ; I ~ I FOR EXIST. TREES OF 8" DBH BLACK EYED SUSAN SP 3 R.G."
1 NSHM ~ / /l~// ~j ~ i i ~ I AND OVER (THIN THE 40' SET 7s cs e"- 2" Rudbeckia fui Ida 'coldsturm' ~ W
5 HFG 16 IH ii~,,,~i,~, ~ ~ ~ ; ~ I 1 ~ BACKREFER TO EROSION 74 BES 8"-12" ht. Rudbeckia triloba BROWN EYED SUSAN PLUG R.G."
22 CPB 2 IH ~ l CONTROL PLAN 74 MNS _ Salvio nemorosa 'Mainocht" MAY NIGHT SALVIA SP~4 R.G."
\ y ~ . _ . i \ ~ ~ ~ ~ I 7 JZ _ i 7 JZ 74 SG 8"- 2" ht. Solido o ri Ida STIFF GOLDENROD PLUG R.G." 45 N 8"-12" Vemonia novebaracensis NEW YORK IRONWEED PLUG MIN. 3' FROM CURB/ R.G.
4 CPB - - . s \ \ 4 HFG 5 EA. _ ` EMERGENT PERE (IN R TENTION ON )
\ GF SGF 1 NSHM 3 105 TWS 8"-1D" ht, Dulichium orundinaceum THREE-WAY SEDGE PLUG PLANT AT ELEV. 639.5 - 640,5 (0-fi" WATER) ®3' O.C.
_ , _ , R.G. 15 _ , ti. - _ - _ ESTIMATED SEEDING QTY: 11o PW 8"-10" ht. Pontederia Cordota PICKERELWEED PLUG PLANT Ai ELEV. 639 - 640 (0-12" WATER) ®4' O.C.
~Q. 1.) SEED MIX "A" _ ~t18,800 S.f. 90 DP 8"-iD" hl Sagittaria latifolia DUCK POTATO PLUG PLANT AT ELEV. 638.5 - 639.5 6-18" WATER ®6' O.C
- .n~ ~ 116 PERENNIAL . ~ ~ ~ ~ ; n ' ~ ' • ~ ~ ~ ~ - . ~ ~ 21 lbs. NATIVE GRASS MIX 175 LT - Saurun,s cemuus PLUG PLANT AT ELEV. 639 12" wa R ®3' o.c.
_ _ _ _ _ 102 Tbs. TEMPORARY COVER CROP a" 1D" ht, LIZARDS TAIL ( TE ) 7 SSB 8"-10" ht. Scirpus tabemaemontani SOFT STEM BULRUSH PLUG PLANT AT ELEV. 639 - 64D (0-12" WATER) ®20' O.C.
- _ ~ - 122 TOTAL PLANTS - -
REPAIR ALL DAMAGED TURF BETWEEN 2.) SEED MIX "B" _ (3,000 s,f.
SIDEWALK & CURB WITH SOD REPAIR ALL DAMAGED TURF BETWEEN SEEDING NOTES: 6.) SEED MIX "A" SHALL BE: SIDEWALK & CURB WITH SOD 5 LBS DETENTION BASIN MIX PLANT SCHEDULE NOTES: 17 lbs. TEMPORARY COVER CROP 1.) ~ R.G. INDICATES PLANT TO BE USED IN RAIN GARDEN.
SOUTHEAST NATIVE GRASS MIX 2903 GENERAL NO"~E ; # S 2.) PLANTS WITH COMMENT "3' FROM CURB" SHALL BE PLANTED NO CLOSER THAN THREE (3) FEET FROM BACK OF CURB.
1.) TEMPORARY COVER CROP OF GERMAN MILLET SHALL BE INCLUDED (VIRGINIA WILD RYE, PURPLE TOP, AND BROOM SEDGE) 3,) TREES WITH THE COMMENT "6' C.T." SHALL HAVE A TRUNK CLEAR OF BRANCHES TO A HIEGHT OF 6' FROM THE GROUND.
IN EACH OF THE SEED MIXES. SEEDING SHALL BE DONE AS SOON AS BY APPLEWOOD SEED COMPANY OR APPROVED EQUAL. WITH TEMPORARY COVER 1.) CONTRACTOR TO VERIFY PLANT AND SEED QUANTITIES AS S'~. vTITIES AS SHOWN ON
POSSIBLE AFTER MAJOR CONSTRUCTION ACTIVITIES THAT ARE DISRUPTIVE CROP OF GERMAN MILLET. PLAN. TO GERMINATION HAVE BEEN COMPLETED. 2.) PLANT MATERIALS AND PERMANATE SEED MIX SHALL NOT B
PLANTING RATE/ACRE: NATIVE GRASS MIX = 22 Ibs. INSTALLED UNTIL AFTER ALL MAJOR CONSTRUCTION ACTIVITIES H~ >HALL NOT BE 7.) PROPOSED PLANTS IN THE EXISTING WOODLAND BUFFER SHALL BE INSTALLED ACTIVITIES HAVE BEEN Y
2.) ALL DISTURBED AREAS SHALL BE EITHER HYDRO-SEEDED OR GERMAN MILLET = 120 Ibs. COMPLETED, AND ONLY DURING THE PLANTING SEASONS AS DE B HAND DIGGING DUE TO PROXIMITY TO EXISTING TREES AND OTHER ACCESS ON(S) AS DEFINED BY RESTRICTI S.
DRILLED WITH SEED MIX "A" OR SEED MIX "B" AS INDICATED ON THE 7.) SEED MIX "B" SHALL BE: THE CITY OF CHARLOTTE. ON 3 5-13-05 REVISED PLANTING AT POND PER D.W.Q. COMMENTS SNH
LANDSCAPE PLAN. DETENTION BASIN MIX #3164 3. CONTRACTOR TO CONTACT LA DSCAPE ARCHITECT A I I A MINIMUM OF 8.) EXOTIC PLANTS WITHIN THE EXISTING WOODLAND BUFFER, SHALL BE 2 4-25-05 REVISED PER CITY COMMENTS BJD
N M N MUM (WATER PLANTAIN, SWAMP MILKWEED, BUR MARIGOLD, ALLEGHENY MONKEYFLOWER, THREE 3 WORKING DAYS PRIOR TO PLANTING I RAI GARDE S N N N 41N GARDENS AND RET. IDENTIFIED AND TREATED BY CONTRACTOR PER EXOTIC PLANT GUIDELINES ~ 3-15-05 REVISED PER CITY COMMENTS SNH
3.) IF SEED IS TO BE APPLIED WITH A SPECIALIZED DRILL SEEDER, DITCH STONECROP, CUTLEAF CONEFLOWER, COMMON ARROWHEAD, BLUE VERVAIN, PO D TO COORDI AT N N E LAYOUT OF PLANT MATERIALS. PUBLISHED BY NORTH CAROLINA DIVISION OF PARKS AND RECREATION DEPT, OF NO. DATE REVISION BY
DRILL SEED TO A MAXIMUM DEPTH OF 1/4 INCH DEPTH, FIRM SOIL WITH AWL-FRUITED SEDGE, FOX SEDGE, VIRGINIA WILDRYE, SPIKE RUSH, FOWL MANNA PROJECT N0. ENVIRONMENT AND NATURAL RESOURCES). CONTRACTOR MAY CONTACT SHEET TITLE 2so2o7
CULTIPACKER. MULCH PER CITY OF CHARLOTTE LANDSCAPE GRASS, PATH RUSH, SOFT RUSH, TORREY'S RUSH, RICE CUT GRASS, SWITCH 4. LANDSCAPE ARCHITECT A ND/OR LANDSCAPE MANAGEMENT MU. AGEMENT MUST LANDSCAPE MANAGEMENT FOR ASSISTANCE IN DETERMINING IF EXOTIC SPECIES ARE scALE
CONSTRUCTION STANDARDS. GRASS, SOFTSTEM BULRUSH, AND PRAIRIE CORDGRASS) BY APPLEWOOD SEED INSPECT AND THEN APPROVE THE LOCATION OF PLANT MATERIAL LANDSCAPE PLANTING PLAN " . ' NT MATERIALS IN THE PRESENT. 1 20
COMPANY OR APPROVED EQUAL. WITH TEMPORARY COVER CROP OF GERMAN RAIN GARDENS AND RET. POND BEFORE PLANTING SHALL BEGIN: 4.) lF AREA IS TO BE HYDROSEEDED,f HYDROMULCHED: APPLY MULCH MILLET. HALL BEGIN: DATE
AT A RATE OF 1500-2300 POUNDS PER ACRE. APPLY THE SEED FIRST 5. SOD SHALL BE BLUE TAG CERTIFIED TALL FESCUE. 0 Y B 03/17/05
NL L WITH 5-10% OF THE MULCHING FIBER, THEN APPLY THE BALANCE OF PLANTING RATE/ACRE: CERTIFIED TALL FESCUE SOD WILL BE APPROVED AND ACCEPTED. E. ONLY BLUE TAG PREPARED BY ~,~""""'1,, PROJECT DRAWN BY D ACCEPTED. SLB/SNH
THE MULCH SEPARATELY AS SECOND STEP. FOLLOW PROPER DETENTION BASIN MIX = 32 Ib.. OR LESS THAN 1 2 ACRE = 12 oz. 1000 s . ft . ( / / Q ) CqR~ ~C, CHECKED BY .••••••.li MALLARD CREEK PARK AND RIDE
PR(1(`Ff111RF~ Tfl ti~I~IIA,Ii7F TNF A~~fll INT (1F TI~~1F THAT CF'F~ IC ~ rr .~1~..:~.in5r, il. ~ SNH /BJD
6.)THE LOCATIONS OF PROPOSED PLANTS SHOWN WITHIN THE EXI CIRCULATED THROUGH PUMPS OR PADDLES PRIOR TO APPLICATION. ~trcn~HSV mttti cu ias THIN THE EXISTING ryAF ,y '
WOODLAND BUFFER ARE APPROXIMATE. CONTRACTOR SHALL MART OVER CIRCULATION MAY DAMAGE THE SEED AND AFFECT GERMINATION 8, APPLEWOOD SEED COMPANY PROPOSED PLANT LOCATION WITH A STAKE LABELED WITH THE S SHALL MARK 1712 J.N. PEASE PLACE DRAWER NO. -
RATES. 5380 VIVIAN ST. OR COLORED CODED FLAG FOR APPROVAL FROM LANDSCAPE AR( WITH THE SPECIES
N1903 ; 129 CHARLOTTE, NC 28262 JDSCAPE ARCHITECT POST, BUCKLEY, SCHUH a JEN, INC. SHEET NO. ~ -
5.) PRE-SOAK PLANTED AREAS THOROUGHLY AND MAINTAIN ARVADA, CO 80002 OR THE CITY PRIOR TO INSTALLATION. CONSISTENT MOISTURE FOR 6 WEEKS, THEN GRADUALLY REDUCE TELFAX. 303 303 4 43131--78867333 7.) LIGHT POLES WILL NOT BE PERMITTED IN LANDSCAPE ISLAND: 400 EAST TRADE STREET .5200 77 CENTER DRIVE, SUITE 500
;APEISLANDS WHERE CHARLOTTE, NC 28217 ~T CNARLO Ll 00 PH (704) ) 522-7275 TTEAREA TRAN51T5Y5TEM
WATERINGS. email: soles0applewoodseed.com TREES ARE PROPOSED. FAX (70d 525-2838 CHARLOTTE, NC 28202 WWW.PBSJ.COM
05l o

TYPICAL PL SHOWN ON - TYPICAL PLANT(S) FROM SCHED. WITH "R.G." COMMENT. QUANTITY FOR EACH RAIN GARDEN NOTES: SHOWN ON LANDSCAPE PLAN. PLANTS OF SAME SPECIES SHALL BE PLANTED IN
PLANTED IN PLANTED IN GROUPS AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT. 1. REMOVE WIRE OR NYLON TWINE FROM BALL.
(SEE RAIN SHRUBS, QUANTITY FOR EACH RAIN GARDEN (SEE RAIN GARDEN PLANTING NOTES) 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
& LOCATION SHOWN ON LANDSCAPE PLAN, TYPCAL PL, ~ 3. SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER
LANDSCAPE ARCHITECT SHALL APPROVE - TYPCAL PLANT(S) FROM PLANT SCHED. WITH MIN. 3 FROM CURB/R.G. COMMENT, TYP. PLANTING REQUIREMENTS,
LOCATION PRIOR TO INSTALLATION. ~ ~ SHOWN ON PLANTED IN SHOWN ON LANDSCAPE PLAN. PLANTS OF SAME SPECIES SHALL BE PLANTED IN PLANTED IN GROUPS AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT. 4. STAKING REQUIRED FOR LEANING TREES OR AS REQUIRED BY
(SEE RAIN GARDEN PLANTING NOTES) , CONTRACT. SEE GENERAL NOTES: SEC. 04100-TREE PLANTING,
I 15" RCP PART 3 PARAGRAPH 8.9. 15" RCP 5. C.T. =CLEAR TRUNK (NO BRANCHES) FROM GROUND
TO A HIEGHT OF SIX 6 FEET FROM GROUND
I 3/4' NYLON STRAP ( OPRONAL-SEE NOTE 4)
l - 6' SUP KNOT WITH STS KNOT.
_ f r _ - _ - - - - - -i- - - ROOT CROWN TO s' IARGdt THAN 1REE aAMETER BE AT FlNISH GRADE + 2'.
i , i REMOVE TTPICAL EXCESS SOk \ FROM ROOT CROWN. KEEP MUlgi AWAY FROM ° TRUNK 1' TO 2'
i . . ~ ~ , . ~ i ~ - I 6' C,T. BUTTRESS
i ~ ~ ~ i ~ - - - - i ; i. - 1'x2'z18' W000 STAKE 4' MAXIMUM LAYER OF MULgi, WiTH CENTERED 3/8' HOLE R00T5 5' DIAMETER RING fOR SNGLE 1REES
i . DROP INLET i ~ ~ i ~ ~ ~ ~ DRIVEN IN LINE W11H STRAP
i~ % ~ ~ i, ~ ~ • 4' MAXIMUM HIGH WATER P I . ° BERM OUTSI~ OF BACKflLL
: THREE (3) -FEET FROM BACK' OF CURB ; ~ ~ FlNISH CRADE
i i ~ i- , i~
~ " 1 B ~~Y:
~I REMOVE TOP 9/3 BURLAP ` y4„' j ( AND ANY NAILS/PINS ETC, I,; i ~ r~~':ii:,. BACKFlLL AS SPEgFlEO
I ~ OVERSTORY~ THE -SEA PCATVS ! ~ ~ ~ i ~ ~ i ~ REMOVE TOP 2/3 OF PARE ~~'~/,''!%A'.~;~~', ~
~ i i i r'~~~ UNDISTURBED SOIL ~ ° BASKET WHERE PRESENT ~~~~V~~,
' CLEANOUT;FO~ PVC l1NDER"DRAIN . i I ~ i' ~ RAISE PIT BOTTOM TO SET DUTTRESS ROOTS AT THE CORRECT HdCHT. FlRM SdL UNDER
~ / ; c 1.' i ~ % ~ i i' ROOT BALL ° B' fi' OOT BALL DI . 8'
TYPE II PLANTING BED PREP PER CHARMECK STDS.' ~ ~ I ~ ~ ` i i ; , , ' VARIES
' ~ ~
. , UNDISTURBED SUBGRADE ;
M1N. ~ 3 - fYP.~I . ° f
- - - - ~ ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK AMSI 1990 PART 1 "SHADE AND FLOWERING TREES" ( ) . ,
1' TYP. FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. ROOT BALL DIR. MIN. ROOT BAIL DEPTH 2" 12-14' 16' 24" 16"
3° 14-i6° 18' 32" 21"
TREE PLANTING FOR SINGLE AND MULTI-STEM TREES
5
N.T.S. CMLDS STD. DTL, 40.01
SAND AND TOP SOIL MIX (SEE NOTE) rE)
IMPERMEABLE MEMBRANE (RUFFCO 30008 LOW 0 30008 LOW DENSITY
POLYETHELENE LINER OR APPROVED EQUAL) D EQUAL)
PLAN BACK OF CURB 1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST IN
NOT TO SCALE EDGE OF PAVEMENT ASSOCIATION WITH THE BID. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL BE BROUGHT
TO THE ATTENTION OF THE CITY ENGINEER SO AN ADDENDUM CAN BE ISSUED. 2) ALL TREES, SHRU85 AND PLANTS SHALL CONFORM TO MOST CURRENT REVISION OF THE "AMERICAN STANDARD FOR
LIMIT OF RAIN GARDEN VARIES -SEE PLANS ' NURSERY STOCK" PRODUCED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60.1).
3) IF NECESSARY, ALL DECIDUOUS AND EVERGREEN TREES SHALL BE STAKED AND GUYED TO MINIMUM STANDARDS ESTABLISHED BY THE LANDSCAPE INSTALLATION DETAILS IN THE MOST CURRENT EDITION OF THE CHARLOTTE
SEE LANDSCAPE PLAN FOR SPECIES AND QUANTITIES OF EACH RAIN GARDEN DEN 3' MIN. MECKIENBURG LAND DEVELOPMENT STANDARDS MANUAL.
NOTE: INSTALL ONLY THOSE PLANTS FROM SCHED. WITH "MIN. 4) ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
0 5) ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFlLLING.
6) LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION AND SHALL
BE RESPONSIBLE FOR DAMAGES DUE TO LANDSCAPE OPERATIONS. 7) ALL PLANTS SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER
r OF ALL PLANT MATERIAL.
OVERSTORY TREE (SEE PLANS) rY' o 1 INSTALL ONLY THOSE PLANTS FROM 8) ALL PLANT MATERIAL SHALL BE MULCHED WITH A FOUR (4) INCH (THREE (3) INCH IN RAIN GARDENS) LAYER OF
3' FROM CURB/R.G." COMMENT. OMMENT. DOUBLE HAMMERED HARDWOOD. MULCH BEDS SHALL BE CONTINUOUS AROUND MASS PLANTINGS. THE SCHEDULE WITH THE COMMENT 9) ALL DISTURBED AREAS THAT WILL NOT BE LANDSCAPED, AS INDICATED ON THE PLANS, SHALL BE SEEDED PER SECTION
CLEANOUT FOR PVC UNOERDRAIN W ~ 1' R,G. AT PERIMETER 04200 OF THE LATEST REVISION OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL.
v 10) ALL PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING
w n 10 - - 10 v'3 ~ ~ 1'-6" CURB, (TYP.) SPECIFICATIONS SHALL BE REMOVED ANO REPLACED AT THE CONTRACTOR'S EXPENSE. i ~ ~ , ° 11) CONTRACTOR SHALL FLAG ALL PLANT MATERIAL LOCATIONS IN 1HE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT
1 ~ _ - - ~L n ~ PARKING LOT SURFACE, TYP. AND/OR OWNER PRIOR TO INSTALLATION. FIELD ADJUSTMENTS SHALL ADDRESS EXISTING CONDITIONS (LOCATIONS
- - - ~ w n ' ( ) SHOWN ON 1HE PLANS FOR 'EXISTING VEGETATION' ARE APPROXIMATE) AND DESIGN INTENT. IT SHALL BE THE - _ LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO ORDERING
- - - i ii . ~ ~ ~ ~ 4 DEPTH;00(1BLE' ~ikMMERED,HARDWOOD; ~ ~ ~ G PLANT MATERIALS TO VERIFY ANY CHANGES.
. ' ~ ~ ~ ~ OUTSId ~ OF'. AIN ,GAR BEN'- ~ ~ YP: ~ A ~ ~ 9 .X ~ ~ • . ~ 12 THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCA ) PE ARCHITECT OF ANY IMPROPER SOIL CONDITIONS
- ' PLANTING SOIL PER CHAR-MECK LAND DEV. STNOS;~ i , t!.- (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL - 3" DEPTH DOUBLE HAMMERED HARDWOOD AMENDMENTS REQUIRED TO PROMOTE HEALTHY, VIGOROUS PLANT GROWTH, INCLUDING ROSE BEDS.
MULCH WITHIN RAIN GARDEN, (TYP.) 13) CONTRACTOR SHALL REPAIR AND/OR REPLACE AT THE CONIRACTOR'S EXPENSE ANY EXISTING SEED SOD OR - /
I ] I ~ ~,i_~_ ~ - ~ ~ ~ ~ ; APPROVED SAND AND TOP SOIL MIX ] DEPTH V - - - - ;t :I LANDSCAPE DISTURBED BY CONSTRUCTION. REPAIR AND/OR REPLACEMENT SHALL BLEND INTO EXISiiNG SEED/SOD OR DEPTH VARIES. ~;:_L~-„~L IMPERMEABLE MEMBRANE (RUFFCO 30008 LOW LANDSCAPE.
- - ~ Ili ~iilj i , 'i" I !I I~f II' i ~ li. III III-III 'I'- !ii I i~~~-III _ - ~ ~ ~ ' I-- i - ' - i - (SEE PLC L I _ _ _ _ ~ , I Iii 11-Il~~lr-!I:.'il=i;~ ii-i ~ u -I~~I~~!I~ (SEE PLANS) ; ' DENSITY POLYETHELENE LINER OR APPROVED EQUAL) 1a STREET TR E A ~ ) E S lOC TED ADJACENT TO LIGHT POLES, DRIVEWAYS, U11LI11ES AND SIGNS, ETC. TO BE FIELD ADJUSTED
- RAIN DE PL NTING NOTES: ~ ~ ~ ' ~ I GAR N A ~ , - li - I_~ I _ , _ _ UNDISTURBED SUBGRADE BY LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION.
PLANTING DETAIL IS TYPICAL IN ~ I ~ ~ ~ 1.) NOT ALL RAIN GARDENS HAVE THE SAME CONFIGURATION. THEREFORE, THIS I, 15) MINIMUM TREE SIZE AT PLANTING IS 3-INCH CALIPER FOR SINGLE STEM TREES .ALL MULTi-STEM PLANTS MUST BE ( ) - TREE FORM, MINIMUM OF 3 TO A MAXIMUM OF 5 TRUNKS, AND MINIMUM 8 FEET TALI.
CONCEPT ONLY AND IS INTENDED TO SERVE AS A GUIDE FOR LAYOUT OF PLANT MATERIALS AND TO PROVIDE l =~'',i-!'.~ ~ ~ APPROVED SAND ANO TOP SOIL MIX i6) ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
URP SES. - li-' ~~U~--U~'U~~"U~"U ] a INFORMATION FOR BIDDING P 0 _ _ ° i i'=.. BACKFlWNG PLANTING PIT, REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL.
-~ij- a,,,a,,,e„o.,"o,o,o",.,,,"",o">„a",<,eo.o,"o<,".,..,." ..............oe"..". o ~ a12 ~ -il' FILTER FABRIC-NON-WOVEN 17) FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUC110N DEBRIS; REMOVE o ~ I COMPACTED SOIL AND ADO 24" NEW TOPSOIL -OR- UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET
2.) THE CONTRACTOR IS TO CONTACT LANDSCAPE ARCHITECT AND/OR LANDSCAPE MANAGEMENT A MINIMUM OF THREE it I i~ it i I :~~i'_ ,_r .~I~ , ~ i :1-- I t i li ";~i ~.,;i_ il~;"' _ il, I- RKING DAYS PRIOR TO PLANTING OF RAIN GARDENS COORDINATE THE LAYOUT OF PLANT MATERIALS IN THE RAIN , -f ~ 1, ~ ~ -1 ~ I ~ , I ;III- ~ - ' =1(] ~ -l l ' I . (3) WO -.i ~ 6 PERFORATED PVC ~ ~ i _ ~ ~ ; I UNDERDRAIN GRAVEL BED 57 STONE TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE), - ICI _i , ~ - # CALL 704-336-6769 FOR INSPECTION OF SOIL.
GARDENS. ~ I ~ I:~ ~ I'! TO DROP INLET _II i ~.i-,_~. ' ~ ~ ~ ~ - ~ I 18) ALL SHRUB BEDS SHALL BE TREATED WiTH AN APPROVED NON-ROOT INHIBITOR PRE-EMERGENT __„I-{i:~ HERBICIDE AND REMAIN UNDISTURBED BEFORE PLANTING PER MANUFACTURER'S DIRECTIONS. TREE
1=~11' _;,I_ RINGS SHALL ALSO BE TREATED W1H A POST EMERGENT HERBICIDE AND BE KEPT FREE OF WEEDS AND DEBRIS
THE TYPICAL - 1~= . I;_i;l' 3. LANDSCAPE ARCHITECT AND OR LANDSCAPE MANAGEMENT SHALL INSPECT AND THEN APPROVE SECTION B 8 ,i_;I.- ; . , • / ~i~- THROUGHOUT THE WARRANTY PERIOD.
F PLANT MATERIALS IN SEVERAL RAIN GARDENS OF DIFFERNT CONFIGURATIONS BEFORE PLANTING SHALL BEGIN LAYOUT 0 -filv:~I~_ NOT TO SCALE ~ ; 1=1 ~ IN THE REMAINDER OF RAIN GARDENS. '~I ~ i " ~I - I ~II'--;'--~ 19) PLANT SUBSTiTUT10NS MUST BE PRE-APPROVED BY OWNER AND/OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION ;I~~ CONTRACTOR MAY BE REQUIRED TO PROVIDE VERIFICA110N PLANT i i__., ; MATERIAL IS UNAVAILABLE,
20) PLANTING MIX FOR R.G. SHALL BE NATURAL,FERTILE,AGRICULTURAL TOPSOIL, CAPABLE OF SUSTAINING VIGOROUS PLANT
GROWTH. IT MAY BE DEVELOPED BY AMENDING THE EXISTING SOIL OR REMOVING THE EXISTING SOIL, AND REPLACING WITH NEW SOIL. IT SHALL BE OF UNIFORM COMPOSITION THROUGHOUT WITH ADMIXTURE OF SUBSOIL, IT SHALL BE
TYPICAL RAIN GARDEN PLANTING DETAIL FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR RDOTS, STICKS, AND OTHER EXTRANEOUS MATTER. PLANTING MIX
1 N.T.S. SHALL NOT BE USED WIHILE IN A FROZEN OR MUDDY CONDITION. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS THE PLANTING MIX SHALL CONTAIN THE FOLLOWING SPECIFIED PERCENTAGES OF CONSTITUENTS:
CLAY -MIN. 10%-MAX. 40% (RED CLAY, WELL PULVERIZED); CLAY SHALL BE STERILE. SILT -MIN. 20%MAX.50%
~ ~ COARSE SAND -MIN. 20%-MAX.50%, COARSE SAND AND FREE OF ROCK, 1.OMM TO 0.5MM IN DIAMETER. ORGANIC
GERED MATERIAL-MIN. 5-10%. ORGANIC MATERIAL IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD THAT S HAS COMPLETED THE DECOMPOS110N PROCESS. PERCENTAGE OF ORGANIC MATTER SHALL BE DETERMINED BY LOSS
REMOVE ANY BROKEN OR SPACING VARIES ON IGNITION, OF MOISTURE FREE SAMPLES DRIED AT 65 DEGREES. PLANi1NG MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5 TO 7.0
DEAD AND DISEASED LIMBS SEE LANDSCAPE PLAN EQUAL SPACING DGE OF ELEMENTS -THE PLANTING MIX SHALL HAVE THE FOLLOWING NUTRIENTS AT THE SPECIFIED PERCENT BASE
NOTES: BETWEEN ALL PLANTS NTING SAiURATiON TO BE DETERMINED BY SOIL TEST REQUIRED BY THE CITY OF CHARLOTTE: CALCIUM - 55% TO 80%a MAGNESIUM - 10% TO 30% POTASSIUM - ~l a 5% TO 8%.
1. OMIT COLLAR AROUND EACH SHRUB ~~"f ~ s~ SPECIFIED BALL DIAMETER WHEN IRRIGATION SYSTEM 15 PRESENT. cou.AR TYPICAL PLANTING BED PLAN A SAMPLE OF THE PROPOSED PLANTING MIX SHALL BE SUBMITTED TO A REPRESENTATIVE OF CITY/COUNTY ENGINEERING
MIN. 2" HT. ~ SPECIFIED BALL 0 SPECIFIED BALL DIAMETER OEPARTI~IENT OR PRE-APPROVED SUPPLIER 15 CALENDAR DAYS PRIOR TO INSTALLATION AND BE APPROVED PRIOR TO INSTALLATION. ALTERNATELY, THE CONTRACTOR MAY SUPPLY DOCUMENTATION THE SOIL MIX WAS PROVIDED BY A
2. INSTALL TOP OF PLANT BALL 2" ABOVE ADJACENT GRADE. a" LAYER PRE-APPROVED SUPPLIER. 21) CONTRACTOR RESPONSIBLE FOR ARRANGING AND OBTAINING PRE-APPROVAL OF PLANT AND TREE MATERIAL FROM
OF APPROVED TOP OF BALL EFFECTIVE BALL 0 EFFECTIVE BALL DIAMETER CHARLOTTE LANDSCAPE MANAGEMENT PRIOR TO DELIVERY ON SITE. CONTRACTOR TO CALL 704 336-4995 FOR SCHEDULING CONTAINER GROWN PERENNL4L PLUG ( )
Q MULCH AS DUG m 3, TAMP PLANTING MIX FIRMLY NATURAL SOIL LINE r. AS PIT IS FILLED AROUND TOP OF BALL ~ a" AS DUG UNACCEPTABLE SI SPACING VARIES (SEE PLANT SCHEDULE INSPECTION/APPROVAL Of PLANT MATERIAL. UNACCEPTABLE SOIL AND REFER TO LANDSCAPE PLAN) 22) TYPE II PLANTING MIX COMPOSITION SHALL CONFORM TO CHAR-MECK LAND DEVELOPMENT STANDARDS.
EACH PLANT BALL. ~ ROOT CROWN o COVERING COVERING 23) IT IS THE RESPONSIBILITY OF THE CONTRACTOR /LANDSCAPER TO NOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THAT
• I 1" MAXIMUM OF SOIL 0 4. SOAK EACH PLANT BALL AND MIN. q~, - ;:.t":'~'~';'"s~ COVERING ACCEPTABLE ROOT CROWN AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL [phone] OR THE URBAN FORESTER NAMED ON THE
o PIT IMMEDIATELY AFTER ~a ' o NATURAL SOIL LIB NATURAL SOIL LINE APPROVED PLAN FOR ANY CONFLICTS REGARDING SIGHT, SIGNS, OVERHEAD PDWERLINES OR OTHER UtiLIIT1ES. ROOT CROWN TO BE AT
c~ INSTALLATION. "V" TRENCH AROUND ENTIRE PLANIINC BED FNISH GRADE + 1 2" MULCH AT CROWN
0 EDGE OF
~ PLANTING BED T IMX TAMP SOIL MIX UNDER EACH PLANT BALL Td FINISH rr 3" LAYER GRADE -'--OF MULCH
v CUT ROOTS AS NECESSARY MINIMIZE SETTLEMENT v IN CONTAINERIZED PLANTS
v w THAT ARE POT BOUND . i.
TYPICAL PLANTING BED DETAIL a
0 ° ~.~-i` i - ~ 'r- ~ ~~Er ~~--;1 ~ i ~~~I rrt--,~. i, i,li dill --alu, .I I ~ ; i 11[~=~1 i~+.
Z PREPARED PLANT BED/ SOIL MIX N0. DATE REVISION BY
ITION SUBGRADE PROJECT N0.
o ACCEPTABLE CONDITION UNACCEPTABLE CONDITION ~ Sj~i~ERED SHEET TITLE 290207
UP TO MAX. 12" FINAL (AS DELIVERED) (AS DELIVERED) PERENNIAL PLANTING DETAIL LANDSCAPE PLANTING 4 NTS
9 ®CENTER OF BED GRADE o 0 0 00 ° NOTE: N.T.S.
N 2°/FT o ~ ~ A ROOT COLLAR EXCAVATION FOR ALL ° TREES SPECIFIED DETAILS AND NO ES T 03/17/05
~ EDGE DF WILL BE DONE BY THE CITY AR80RIST TO ENSURE THAT PREPARED BY ~ ~ PROJECT DRAWN BY
~ cRaliF"G BETWEENALL PLANTS PLANnNC TREES WERE NOT PLANTED GROWN T00 DEEPLY AT SOURCE a gE0 / SLB/SNH CHECKED BY
(NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER .li MALLARD C RIDE REEK PARK AND 0; DS ,~i' SNH/BJD
Y TYPICAL RFC MOl1NDING TYPICAL PLANTING BED PLAN MARK GROUND LEVEL LINE ABOVE ROOT BALL. IF CITY ARBORIST ~ ~.:~a n ~ 7~ ~ r 1?r DLL A Ci;, nr A rs
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT --w IIIIf~ V / TY~ 1 / 1Fr ti ..I Y. L-lidli j: l"LMur DRAWER N0.
CROWN, THESE TREES WILL BE REJECTED. 2 _ CHARLOTTE, NC 28262 - 1c) I W -
a U POST, BUCKLEY. SCHUH & JERNIGAN, INC. MEET NO.
SHRUB PLANTING BED ROOT CROWN DEPTHS TREE ROOT BALL CONDITION ON TREES FROM SUPPUERS i 400 EAST TRADE STREET 5200 EAST 77 CENTER DRIVE, SUITE 500 . .
2 3 CHARLOTTE, NC 28217 oT S T p ,
,S, CMLDS STD. DTI. 40.058 N.T.S. CMLDS STD. DTL 40.09 ~ N.T IL. TV.09 PH [phone] ,T 'Y ~I . ~ CHARLOTTEAR£A TRAN31F3YSFfM FAX 704)) 525-2838 CHARLOTTE, NC 28202
n WWW.PgSJ.COM 03-3c). 0

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_ ~ ~ - _ _ \ PR
0~~..~ 4 . {T7 ~ - ~Q,~~, ~ r-~~~~., ; 1r`~ Top of Ramgarden Deplh of Area Volume Size of Length of ' ~ _ Ruin arden Raingarden Uirnerision Rainyarden Required Required Underdrain Underdrain \ 9
- _ ~ RiM--fi50.50. p ~ Number [levation ft 'ft ( ) ) (sq. ft.) (cu. ft.) (in.} (f t)
_ , ..,....0.34... AC ~ _ . 0.., ~ 0' - ^ 1 647.0 2 I - 1 ~ 3 248 403 6 17.5
_ , _ - _ _ ` " " , ' 2 0 65Q~, r 1~ ~ I ? 3 10 ~ 168 6 13.4
_ T _ _ _ ~ KEYSTONE CENTURY "'RETAINING WALL-. . _ _ GROUND '.T BOX , z: . ~ ~ 3 6h9.1 1 ; ,1 X102 F,:;O 6 28.1 y ~ ~
i • ti COMPAC..WITH 4 GEOGRID AND STONE ~ - 654.50 , , ! ` 4 ,Y'Y 8. [ ~ :114 ~ / ~ 4 64 10.5' ~ 3;a1 6 12.6
. - . 1 ~ ~ 5 647.U 15 - ~~.~5' 3 30? 597 6 24.2
. SETBACK THEE TO REMAIN, TYP. ~ - ~ ' G 648..,. I 1;.:,~ 3 410 6 13 ,
1 , , - TREE,P}ZOTECTION PER CHARMECK"' ~ ~~e ~ ~ ~ 649.2 I=~~,~ 3 X92 ~1.7~ • , ~ ~ ~ / f ~ ~ - ~ 6 16.7
` ~ I ~ Y ~ ~ / % V LAND DEVELOPMENT, STANDARDS, ~ ~ ~ 8 650.`:1 i1~.1~ `1 , ~4 I _ ~ 7.8
. ( ,a ~ ~ 1 0 64;.7 10 1 ~ 1f31 294 6 11.7
I ~ / 1 ~~G 10 h48.5 ~ ~ 1 ',l 4 :~(?6 188 6 25.7 .
DRAINAGE ~ ~ i ~ i ~ ; ~ ~I ~ , ^ ,,~r " , ~ ~ ? ~ , 11 648.6 , i' 3 1 I <I 185 6 12
rn ~ ~ ~ E 3 PI E WI I 3 i:, ~ ~:p t DIVIDE TYP. rn ; ~ ~ , ~ _ • -....~..~i ~ ~ ~ 1~.0 151 6 9.8 i ~ -
( ) ~ ~ ~ , rn a o W ' ~.-2 OF 5 i ~ 1 ~ ' 13 . ; ' . , 648,1 14..3' 04 169 6 9.8 3 1 ~ . ~ ~ ,s 14 648.0 9 ; 17.5' 3 X43 232 6 9.8
s ~ ~ ' STON. APED IN rn 0 , o ~ t~ , ~ ~ ~ 15 644.9 10.1_ ; I.0' 3 7.10 342 6 10.4
0.25 AC , i~ ' r - ~ i , ,1 - FILTE F B IC T
, DIVERT GRIDUNDWATER ~ , I i 1 , ' iEN11RE'LENG~H OF PIP .r. "I ~ ~ / ~
J _ _ „~u 1 ,1 , I h~, I I , ~ , j ,
1 PROP. DI 7 , , ~ 0,29..AC- ~ ,
RIM = 649.70 . 0.31 AC' . <
~,'`1 PROP.. DI 2 , ~ _ ~ ' f INV. OUT = 644.55 j - ~ ~ - - r RIM = 650.9 -
' , ' I INV. OUT =646;1.5 ~
I ; ` ~ ~ . . RAINGARDEN 2 ~ i r €r / ~ PROP. DI 3 r > I ~ ~ ,
r j ; r ~ - . , , I ~h is x. ~ ~ . 0 ; i ; ; g4 . _ . RIM 649.7 _ ~
, , ~ RAINGARDEN #8 ~ 0.0 1 AC ~ ~ ~F ~ L _ INV. IN=:644:05 ' ~ ~ ~ o
I F a r I I ~ ~,k I. . ~ ® s4s. o S„ INV. - ~ OUT-643.85 ~
'ti , . _ _ _ _ ~ ~Cp _ Q 6• G PROP. DI 8` I , - ,
PROP. DI 6 , - - ® _ ~ r ~ ; ~ 65 0 ;X 2.2 - ' 649.00 ~ RIM=650.80 29 RIM -648.90 i _ a RAINGARDEN. 3 ! \ #
INV. IN =644.18 RAINGARDEN 7' INV. OUT> =645.65 : A , - \ , o ~ , , - =fro, . 0
I ` .0}058 C. ~ \ INV. OUT =643.98 . , .,..t:~~ ~ I F... ,
.:r _ s F , : r i , ~ . \ ~
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RAINGARDEN #6 r o f ~ ~ . ;x RIM =646.7 .w~ ~ rv
i; ' a ' : 1NV. IN =642.79 DI 1 a- o o ( ) r V u' . t,t :
, . - . ~ ~ N ~ , , INV. IN =643.55 DI 3 ' ® ( ) : 1. / ~ ~ O'
v .64>~0 ;,PROP. DI 1 ® `ia~~~* O _
P OP,-. DI 1 ,•o ~ RIM 48.9 PROP. DI 12 ; ~ _ ..0,11 AC ~ n Q ~ RIM 647.9 a~ 15 1.f ' ; INV. OUT =643.15 •
. - ~ , . f 2 RIM 650.90 j ~ _ r.. 0 ' .'h 45.6 ° 0~ ` " ;
~ , ~ INV. IN 645.37 , ~ ; . I ~ , r . . , , :
~ - s i ; ~ INV. OUT =645.1.7 , ~•~86 • 9' ' A: J t,~
' ' 6 o tl ~ ~F ' ~ 0.16 AC RAINGARDEN #10 I .00 ~ w0 , RAINGARDEN #1
y i ! ~ ~ ' 1 ! h i a ___j s .05 ~AC ; , r' J,; ~ ,
` j i
Q • . ; " RAINGARDEN 12 ~ i ~ f ~y: ~
# , . • , 3 . ii RAINGARDEN 13 ' ~ # 648; N, ~ : - ~ ~ _ F~ 5~ z r
' RAINGARDEN 9 ~ ~ , ; ~;r. ~ # W ~ I no i. ~ ~ I
~ ~ S : r PROP. MH 14A r? ~ I RAINGARDEN 4 f .
Q , RIM - 650.5 G !rs~ 1
~ CO o - _ RIM =650.80 ~ < ~ • . I RAINGARDEN 11 - h ` Cp ~ INV. IN=642.17 (CB 11) _
i \ o~, - INV. IN =644.48 \ - _ ,~h ® _ ~~r INV. IN-640.29 (CB 14) NV. OUT =644. 8 ~
0 IS,~ ~4 PROP. DI 9 ' .8 Rq ~ ~ _INV.>OUT=640.03 psi i - - ,
RIM =648.2 9 ` s ~ i ~ _ F . i • ~ ~ v ` INV. IN =643.44 ~y j , ; ; " .18 AC
~ A ~ NV. OUT =643.24 ~ i i i
' ~ ~ ~ i ~ I~ r _ , I ! ' ; ' RAINGARDEN 14 # _ ~ . JGARDEN 14 - '
~ ~ h]. Y..;._ I ~ RAINGARDEN` 5 • ~ #
f ~ ~ i _ ~s ~ ~ ~ i i ~ ~ Y 3 ~ ~ ~ ~ I -r e _ , s 646.90; ' fOa ~
~ f RCP , i ~ ~ I PROP. DI 11 ~ 648.6 X ® ~ ~ , ~ "RCP 0.80% ~ - < 64.20 LF _ " 0,80 ~ PROP. DI _ ~ 15;RCP®
~ ~ „130.30 rLF 15 _ RIM =649.1 ~ 15> RCP _ _ ,g RIM =646,8 0% D INV. OUT =842.05
_ INV. IN =642.91 (DI 10 , ~ ...333; a. 'k zm
- ^.::3.53 X- ~ K. INV. OUT -642.71 ~ ; ~ 6 y1~ ~ PROP. HW 148 , .90 ` :I Mqv ~
~ - ~ w INV. OUT 639.95 , • 2 ~ --u~~~,~ ~ ~ 200
1 AC _ ~ ~ ' ~ ~ n rn 9' X 1.3.5' APRON DENri. ~1ANpggN WAtF,R QUALITY
4 DIA. RIP RAP DSr PROP. DI 14 ~+wnr~R~cw
~ ~ 647.90 ~ " I/ _ . RIM =648.7 i i,.
i E, : \ ~ i INV: IN =641.97 DI 4) - i -
..f ~ - - 4'.9 ~ 1 ~ 647 7 ° ' . ,6 D~° • INV. IN =641:54 (DI 5)
t- , - -ii ~ ~ .INV. IN =643,55 (DI 13) " o , ~ ~
645 ....b- " 645.50 ' _ INV. OUT =641.34 ~ ~ ~ ~ ~ . j , ~ ~
_ RAINGARDEN #15 _ ---Y ~ ~v
_ , ~ _ , ~ i .
15 i 76.00 LF - a R .DI 15 ~ ; POP % a
CP ®0.80.. RIM =645.4 R ~ PROPO ED~ ~
i! INV. OUT =640.90 ~ ~ ; „ ' REGAINING
PROP. FES 15A . WALL 'STD. 50.02 ~
_ _ _ ~ , ~ INV. OUT fi40.29 , . ' , _ _ J INV. OUT 634. . WETLANDS JV. OUT 634.0
F~ • . - . . 8' x 11.75' APRON ~ . STD. 20.16A
n ~ _ _ , ~ .....3 DIA. RIP RAP µ .-.2~ X 20 APRO _ - X 20' APRON
_ ~ ,p / "MIN. DEPTH _ - 9" DIA:,.RIP RA , , n . DIA: RIP RAP..
_ - MIN. 14 DEPT `1 . ~ , IN. 14" DEPTH
P ^ .r„ a .
- - i . .
. - - -r - , ~ ~ \
- - \ 1 EX CB ~ ~ ~ EX. CB
m TC -645.11 ~ _ ~ ~ ~ ~ TC=635.40 ~ 135.40 \
~ INV. IN -640.91 (EX.) ~ t'> ~ WET DETE TION POND ~ INV: IN-633.00 IN=633.00 \
N INV. IN =640.51 (DI 15} , `6 ~ P U B LI~C R W ~ SEE SHEEP- C201 ~ " ` INV, OUT=630.50 - v OUT-630.50 (EX)
~ INV. OUT -640.51 u ~ ss - sr u SS ~ - ss u ~ ~ ss ss ~ ~ ~ ss sS ~
~ ~ „
EX.' 24 RC 6 5 23/05 ADDED SHEET C201-MOVED DETENTION POND DETAILS ASH
w~V ~ 4l , / " ~ t! 5 REVISED BMP TO WET POND AND STORM OUTFALLS ASH
~ 3 - 7- ~ - 4 4/25/05 REVISED CONTOUR FOR TREE PROTECTION YKB 3 3 3 05 REVISED WATER QUALITY BASIN DETAIL ASH
2 2 11 05 ADDED RETAINING WALL ASH
~ ~ \ LEGEND ~ ~ 20 0 20 40 60 1 1 31 05 REVISED STORM DRAINAGE ASH
$ ~ . 0 N NO. DATE REVISION BY
Y 2 PROJECT N0. „ SHEET TITLE 2so2o~
a PROPERTY LINE - Scale: 1 = 20
m GRADING & STORM DRAINAGE PLAN s°"~~~ _ 1 20
.Z m DAZE 1 /17/05
° NOTE: o RIGHT-OF-WAY ----R/W---- 1. ALL PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOl HERWISE NOTED. PREPARED BY ~ti11111~1~i DRAWN BY
0 N O CA ~7i~~ PROJECT MEB R
CREEK 2. SEE RAINGARDEN SUMMARY THIS SHEET AND RAINGARDEN ~~N, iii RAINGARDEN o MALLARD CREEK PARK AND RIDE CHECKED BY
DETAIL ON SHEET C402 FOR RAINGARDEN INFORMATION. ~ Ross 9 ASH 4ATION. 1712 J.N. PEASE PLACE DRAWER N0.
DRAINAGE AREAS RETAINING WALL NOTE; v vy -SEAL ' - CHARLOTTE, NC 28262 -
m BOUNDARY 1. PE SEALED DRAWINGS FOR RETAINING WALL MUST BE 28933 -r SHEET NO. J ST BE POST, BUCKLEY, SCHUH & JERNIGAN, INC.
SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. JCTION. Nc ' 400 EAST TRADE STREET
fl DRAINAGE AREA 0.54 AC 5200 77 CENTER DRIVE, SUITE 500 I N0 << 0 AV CHARLOTTE, NC 28217 4el C200 S
PH (704 522-7275 RFA s ~P CHARL07TEAREA TRANSIT SYSTEM
T lrr 1~\ CHARLOTTE, NC 28202 FAX [phone] WWW.P~SJ.COM it 1 1 1 1 1
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' SSE SHEET C200 - 4' X I 4 X 4 PRECAST
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INLET STRUCTURE AND ~ 20 -3 FOREBAY TEMP. P00.
RIP RAP ~ SEDIMENT Fb EBAY DRAIN ELEVAT10N=641.25
~ R SEE SHEET C200 y--~. BARREL TO T1E TO EX.
RIP RAP`~'ILTER PERMANENT POND STORM SYSTEM SEE
~ ~ OR E UIVA ENT FILTER SEE POND SECTION ~ Q ~ ~ ~ X THIS SHEET ~ SHEET C200 i

0 Y ~ i _ ` 1
s \ \ ~
60 PUBLIC R W ~
4'X4'X4" SLAB N1TH 6" OPENING ON LITTORAL SHELF
ELEV. 642.0 3 TOP OF RISER 4 SIDES WITH MANHOLE ACCESS 6" OPENING 12' 7.5'
LITTORAL SHELF W~ WETLAND EMBANKMENT 3 I DEWATERING STRUCTURE f POOL STORAGE ELEV: 641.25
PLANTINGS, 10' MIN. WIDTH, TEMPORARY POOL STORAGE ELE 6:1 MIN. SLOPE 2 6 4'x4' PRECAST CONCRETE RISER RISER
ANTI-SEEP COLLARS ~ 45' ELBOW p RMANENT PON Ei PERMANENT POND ELEV. 640.0
j 1" PVC INV = 639.0 EMERGENCY SUPPORT END OF PIPE YNTH B IV = 639.0 END OF PIPE YNTH BLOCKING
NORMAL POOL RIP KAP FILTER OR SPILLWAY H gAS4N s BOTTOM a~_PONU.e~.o TEMP. POOL
EtDUIVALENT FILTER SEE 7,ggq, DRAIN TO EX. CATC RISER DETAIL / / 2' _ 15° RCP ,~yi:~ ` THIS SHEET iev eox ELEV.=641.25
ELEV. 637.0 PERMANENT POOL ELEV. = 640 1
1' x 7' x 7' CONCRETE ANCHOR S](?RMWATER STORAGE 3" PVC PIPE ELEV. = 638 ~ 1 6
3" MJ PLUG VALVE INV.=637.50 _ (TO REMAIN CLOSED BOTTOM OF POND = 637 ~9 6
SEDIMENT FOREfRnY EMBANKMENT UNLESS MAINTENANCE 3
3 - ~ BUOYANCY CALCULATIONS: IS NECESSARY) ~ MAx INVERTELI WATER QUALITY ORIFICE
8MP RISER (PRECAST 4'x4'x4.25' RISER) -UPWARD FORCE _ (RISER AREA)(Z)(62.4 PCF) _(16)(4.25)(62.4 PCf) = 4243 LBS ANTI-SEEP = 4243 LBS
COLLARS DOWNWARD FORCE _ (D)(S)(S){150 PCF-62.4) _ (1')(T)(T)(87.6) = 4292 LBS, 4292> 4243 USE i'xTxT CONC. Tr I S USE i'xYxT CONC. ANCHOR
i iii a I-III- I -I f-1 I V
R N ~ - , CLAY i)It GEOTEXTILE LINER NT
ZO 3 FOREBAY DRAIN WNII (IF EXISTING SOILS ARE PERMEABLE) ~ SLUICE GATE OR VAl-VE
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*TYPICAL DETAIL, SEE SITE PLAN AND DETAILS FOR ADDITIONAL INFORMATION RIP RAP WEIR WEIR
TOP OF WEIR=642.00 10.0'
~ 3 `i
~ 1
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c m REVISED WET POND BMP
4 BOTTOM OF WEIR=641.50 N0. DATE REVISION BY PROJECT N0.
CROSS-SECTION SHEET TITLE 2so2o7
Z ~ scaLE
~ ENTION POND = 10 WET DET 1
m \ • \ m oaTE 5/23/05
s PREPARED BY ~~~~IIII~~~ DRAWN BY
0 $ COMPACTED SOI A ~~i~~ PROJECT MEB ;OMPACTED SOIL '(N ~ ,R~( ~ CHECKED BY
0 h ~ ~ ~ - AND RIDE D CREEK PARK o ~ , MALLAR
a X-~~~'TI~~I TNR~II~N 1~I~IR f~IT~ 1 ~ ~ . Res i ~ ASH 1712 J.N. PEASE PLACE DRAWER No.
- nr/,'
SEAL CHARLOTTE, NC 28262
3 SHEET NO. POST, BUCKLEY, SCHUH 8 JERNIGAN, IN C.
t W N ~ , 400 EAST TRADE STREET
5200 77 CENTER DRIVE, SUITE 500 i, q ~~N~• Q~v CHARLOTTE NC 28217 ~i ~0
L C PH [phone] ReA S. CHARL07T£AREA TRANSIT SYSTEM CHARLOTTE, NC 28202
W T FAX [phone] ! I 1 W (704) .PSJ.COM 11111
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RR 1 # _ R1M -650.50.. ,~.;•3d ! ~~u~ ..,~,o~~s t~~y~ tag' To of Rairi~~~id n ~ ~ P ~ e Deplh of Area Volume Size of Length of f
~i. - ,o ~ ~ ~ Raingorden Rainyarden Dirnen>;ion Raincarden Ike aired Ike aired Un ,1: J q q derdrain Underdrain
. : ~3~~-INV.- IN:.:646:58... 't-.. . 0:34 AG Number Elevation tll ( eft) (sq. ft.) (c u. ft.) (in.) (ft~
- • „ - ~ ~~n, 1 647.0 2L;i' I? S ~'d8 403 6 17.5 2
_ GROUND ' T BOX .:.......KEYSTONE "CENTURY" RETAINING _NIALL--... _ , 7_ 650.8 6.~' ~ I ? " 3 103 1 68 6 13.4
_ ~ 650.50 COMPAC...IMTH 4 GEOGRID AND STONE y,' C - \ _ 649.1 1 r' ~ ~t, 8 1 ~ 4
- \ ' BACKFILL ~ 648.E 15- I' ~ ~D4 531 r.
5 647.0 15 t~ :,L~.6' 3 3G? 597 f SETBACK THEE 1`0 REMAIN, TYP. , s 24.2 ~ ~ ~ 6 G48 S I5.1' I~ 3 X53 41G
'tip , . _ - o r - 6 13 - ' ~ ~ ~ TREE PROTECTION PER CHARMECK ~
~~w r ~ ~ / / 7 649.2 1 3 a~~ ~ r \ f ~ ~ - ~ _ 4 7 ~ 6 16.7 \ / / \ LAND DEVELOPMENT STANDARDS
~ . i _ n _ M ~ , ° n ~ r 8 650.9 6r; I 'i .4 • 3 15"L 6 7.8 ~ ;.o ~ ~ ~ ' f ~ 9 647,1 ~ ~ ~ r. ~ _
~ „ / ~ ~ ~ 1:..~ 3 i81 2g4 6 11.7 ~ / 10 648.5 L. .0' 4 30F 488
DRAINAGE r . I _ i 6 25.7 \ .r..~ 1 'I ' ' ~ ~ ~ 648.6 X3.5 ~,',.I 114 185
DIVIDE TYP. i ~ ~ ~ I ~ ~ ~ ~ ; ~Ep 3 PI E VIII ~ rn ~ ! I o ( ) r ~ ~ , 6 12 u. \ ro. 12 650.8 `i~ r~ r~
" 9.8 i ~ , 13 6 I ~ ~ i~._ 3 i04 169 6 9.8
~ ~ ,`o ~ ~ ~~TON A ~ FED IN _ _ 0.25 AC l ~ , ~ ;,-..~FlLTE• ~ ' ~ ' ~ ~ ' DRA NAGE ~..~~I,~ 14 648.0 J.~_ I, ~ - c n' ~ ~ ~ 14.. 232 6 9.8
FBICT r ~ ° ~ 15 644.9 1(? 1.Q' 3 210 i42 G 10.4 •r tr
DIVERT GROUNDWATER.. I i D.i DE TYP.) M,. I - ~ ~ /
EN'nRE`` LENGG'TI~ OF PIP I '
PROP. DI 7 ~ ~ ~
i ~ - 649.70 ~ _ ~ ,
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F I _ . i ~ PROP.. DI 2 . ~ _ " _ 0.31 A
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, i ~ INV. OUT =646.15 J I ~ RAINGARDEN 2
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. ~ ~ INV. OUT 634.0 ~ _ ' ~ 8 x 11.75 APRON _ .STD. 20.16A 1T 634.0
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~ l _ _ f 5 REVISED BMP TO WET POND AND STORM OUTFACES ASH
__r- 4 4/25/05 REVISED CONTOUR FOR TREE PROTECTION YKB ' 3 3 3 05 REVISED WATER QUALITY BASIN DETAIL ASH
2 2 11 05 ADDED RETAINING WALL ASH
' ~ LEGEND ~ 20 0 20 40 60 1 1 31 05 REVISED ST R 0 M DRAINAGE ASH
rN' ~ ~ T Z N0. DATE REVISION BY
7 SHEET TITLE PROJECT NO.
PROPERTY LINE ~ Scale: 1" = 20' 290207
rRA nTNr ~ ,~TnRn~ nRa r~Ta r_~ PT A AT s~~,. _
m 0 a aa. as w .J 1 v L Y.LF- 1/ JL Y1111 n u LJ 1 JI./l11 \ DATE1= 20
o RIGHT-OF-WAY ----R/W---- NOTE:
1. ALL PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED. 09) PREPARED BY 1/17/05 5E NOTED. ~~~iIIIJI~~ DRAWN BY
PROJECT ~\A CARp~ MEB
CREEK 2. SEE RAINGARDEN SUMMARY THIS SHEET AND RAINGARDEN v DETAIL ON SHEET C402 FOR RAINGARDEN INFORMATION. aRDEN off`, MA CHECKED BY LLARD CREEK PARK AND RIDE
• ~ • R 9 ASH _ 1712 J.N. PEASE PLACE DRAWER NO.
DRAINAGE AREAS RETAINING WALL NOTE: BOUNDARY SEAL _ CHARLOTTE, NC 28262 -
1, PE SEALED DRAWINGS FOR RETAINING WALL MUST BE W $ SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. _ POST, BUCKLEY, SCHUH & JERNIGAN, INC. ` 28933 SHEET NO.
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DRAINAGE AREA 0.54 AC 9 O C 5200 77 CENTER DRIVE, SUITE 500 ~Ix •.~~NE.• F, ~ 400 EAST TRADE STREET CHARLOTTE, NC 28217 ,9Np
W C PH [phone] /o/01111000 REA S. \AP' CHARLOTTEAR£A TRANS FAX [phone] irsrsr£M (704) CHARLOTTE, NC 28202
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RIP RAP ~ SEDIMENT Fb EBAY DRAIN ELEVAT10N=641.25
~ R SEE SHEET C200 y-~~~ BARREL TO 11E TO EX.
RIP RAP`FILTER PERMANENT POND ~ ' ~ ~ SEE POND SECTION ` STORM SYSTEM SEE
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4'X4'X4" SLAB WITH 6" OPENING ON LITTORAL SHELF
ELEV. 642.0 3 TOP OF RISER 4 SIDES WITN MANHOLE ACCESS --~~~~-1 6" OPENING 12' 7.5'
LITTOF?AL SHELF W WETLAND 3 DEWATERING STRUCTURE EMBANKMENT t TEMPORARY POOL STORAGE ELEV: 641.25 AGE ELEV: 641.25
PLANTINGS, 10' MIN. WIDTH, 6:1 MIN. SLOPE 2 s 4'x4' PRECAST CONCRETE RISER
t ANTI-SEEP COLLARS 1 45' ELBOW p RMANENT POND ELEV. 64 .0 BOND ELEV. 640.0
1" PVC INV = 639.0 EMERGENCY x SUPPORT END OP PIPE NATH BLOCKING NTH BLOCKING
NORMAL POOL i?IP RAI'' FILTER OR SPILLWAY TEMP. POOL ~OND.837.0
E(7UIVAi_ENT FILTER SEE / / / / / / / 7,ggq, DRAIN TO EX. CA1CH BASIN R TAIL ~ ~ ~ ~ 2' - 15" RCP .:.y is ....t'. RISE DE ELEV.=641.25
THIS SHEET irrv eos ~ ' ELE4. 637.0 PERMANENT POOL ELEV. = 640 1
1 x 7 x 7 CONCRETE ANCHOR STGRh1WATER ~?ORAGE 3° PVC PIPE ELEV. = 638 ~ 1 6
3" MJ PLUG VALVE INV.=637.50 ----__i_. _ - (TO REMAIN CLOSED BOTTOM OF POND = 637 _f1 6
- - SEDIMENT FORERAI' EMBANKMENT UNLESS MAINTENANCE 3
I ~ BUOYANCY CALCULATIONS: IS NECESSARY) t Mnx ~ INVERTEC ;VATFR QUALITY ORIFICE -
8MP RISER (PRECAST 4'x4'x4.25' RISEN) UPWARD FDRCE _ (RISER AREA)(Z)(62.4 PCF) -(16)(4.25')(62.4 PCF) 4243 LBS i~ ANTI-SEEP
i COLLARS DOWNWARD FORCE _ (D)(S)(S)(150 PCF-62.4) _ (t')(T)(T)(67.6) = 4292 LDS, 4292> 4243 USE 1'xTxT CONC. ANCHOR -f _ _ CONC. ANCHOR
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TOP OF WEIR=642.00 10.0'
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4 BOTTOM OF WEIR=641.50 N0. DATE REVISION BY PROJECT N0.
N CROSS-SECTION ~ SHEET TITLE 2sa2o~
~ ~ SCALE
$ i ETENTION POND 1 = 10 WET D DATE
m ~ ~ 5/23/05
m ~ 9 m PREPARED BY ~~~~~~~Itii~ DRAWN BY
0 a A ~i~~ PROJECT MEB ~ SOIL ~N C .RAC ~ CHECKED BY
N COMPACTED SOIL 0 ~ , AND RIDE CREEK PARK o . . ~ , MALLARD ~ . ROES ~o ~ ASH
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POST, BUCKLEY. SCHUH & JERNIGAN, INC. %W SHEET NO.
400 EAST TRADE STREET ' . N~ ~ ~
W 5200 77 CENTER DRIVE, SUITE 500 % q N~• Q~ NC 28217 ~i NO S CH PH (70 522-7275 ReA S• NP CNARLOMEAREA TRANS17 SYSTEM 8202
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~ Ri .:.:65.0.5.0. _ , A Raingarden R~7ingarden Uirnension Rainyarden Required Required Underdrain Underdrain - ~
'~,iT;~:~.INV. IN~.646:58 34 I Number Ilevation (it) (ft) (sq. ft) (cu. ft. in. ft - - ' ,
_ = , ~ :.....,b..,, ~ 1 ti 47.0 • ~ ~L S ~ 12.3' 3 248 403 6 17.5 " •
_ - _ ' ~ • ~ KEYSTONE "CENTURY"' RE•TAINING..WALL-,.. - - GROUND ' T BOX ~ ; , ~ 1 168 6 13.4 , WALL,
1 E _ _ . COMPAC.. WITH 4' GEOGRID AND STON 65 .50 , s~,:; ~ ~ ~ ~ ~ , / 3 X49.1 1.x.0' 0? 640 6 28.1 \ roNE , 3~ 6 4 648_~~ 1~5_?' I 3
C_ _ ~ ~ • ~ ACKFILL _ _ - ~ _ 204 ~1 12.6 , ~ n 1, C'
_.1 ~ ' " ~ ~ 3 367 597 6 24,2 SETBACK TREE' '1`0 REMAIN, TYP. ' .w"-" 648.5 15 i 1; - 3 ~~53 41a 6 13
, ~ ~ _ ~,b ~ , I / ~ TREE ,PROTECTION PER CHARMECK ~ ;~3, ~ E~~a 2 I~, ~1' . 3 ~a2 L~~ 6 16.7
' \ ~ k'..~., a • ~ ~ _ ~ ~ o ~ / / - ~ LAND DEVELOPMENT STANDARDS.,; ~ ~ , ~ a e5o 9 6 1.1 <I' 3 152 6 7.8
0 ~ 1 ~ ~ ?i ~ ~ , i ~ ~ O ~'o ~ ` ,t 9 ~~47.i 10.2 ~ I~-.5 ~ 181 294 6 11.7 ~ ~ Via. ~ ~ ~.r
,e ~ 10 E~48.5 5' q.0' 4 306 488 6 25.7 i /
, ~ ~ ~ 11 648.6 ~~5.1 ~i 114 185
DRAINAGE , ~ i I 1 ~ ` . ~ ~ - L, r ~ ~ ~ 1~_ 650.x, 'f_0~ 3 95 151 6 9.8 ~ .
DIVIDE TYP. rn ~ . ! ! ~ - ~ W F c' . rn ~ -3. 2 0 5 ' ~ 13 i~48.1 14 3' c ~ ~ ~ . _ ~ - ~ ; , , 3 104 16 3 6 9.8 ~ _ 14 X48.0 9.0' 17.5 3 14' ~
~ ~ ~ 1 ~I ~ rn s ~ ~ , ,5TON, " A PED IN , I ~ - DRA AG ; - o 1RA NAGE +
0.25 AC ' o ~ ~ N E L. .k~ i . ~ i ~ ~.t 15 1;44.9 1(? 0~ a 2L0' ~ '~10 347_ 6 10.4
DIVERT GROUNDWATE ~ R.I DE ' TYP. i ~ R ~ ~ ~ / / ' ~ .i
1ENTiRE'LENG~ OF PIP ~ ~ ~ ~ v , - , . ~ . " i /f f~d I i
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PROP. DI 7 - ; ~ 0.29. _AG - . RIM = 649.70 0.31 ; AC - - , u "
PROP. DI 2 ~ 1 INV. OUT = 644.55 i 1 RIM - _ _
~ 650.9 _ _ i INV. OUT =646.15
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INV. OUT 640:29 F ~ INV. • ' WETLANDS INV. OUT 634.0
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4l ~ ~ /r ; " 1 / j 5 REVISED BMP TO WET POND AND STORM OUTFACES ASH
\ ~ ~ 1( / ! 4 4/25/05 REVISED CONTOUR FOR TREE PROTECTION YKB
3 3 3 05 REVISED WATER QUALITY BASIN DETAIL ASH 2 2 11 05 ADDED RETAINING WALL ASH
20 0 20 40 60 1 1 31 05 REVISED STORM DRAINAGE ASH
' LEGEND ~ ~ ~ . N N0. DATE REVISION BY
2 PROJECT N0.
7 SHEET TITLE 290207 Scale: 1 = 20 sca~E
~ PROPERTY LINE - - m GRADING & STORM DRAINAGE PLAN _ 1 20
.2 m DALE
9 NOTE: o RIGHT-OF-WAY ----R/W---- 1 /17/05
1, ALL PIPE SHALL BE CLASS III RCP UNLESS OTHE 0 N O lNLESS OTHERWISE NOTED. PREPARED BY 1~IIIIffI DRAWN BY ~~ii~ PROJECT MEB
CREEK 2. SEE RAINGARDEN SUMMARY THIS SHEET AND RA ~N CAROB ~~i IEET AND RAINGARDEN o~.••'•ESS ~ MALLARD CREEK PARK AND RIDE CHECKED BY
~ DETAIL ON SHEET C402 FOR RAINGARDEN INFORMAL EN INFORMATION. R~ 9 ASH
~~~A~ 1712 J. N. PFA.S'F' PT,A C,F naewce un
DRAINAGE AREAS RETAINING WALL NOTE:
BOUNDARY ~ 1. PE SEALED DRAWINGS FOR RETAINING WALL MUS SEAL - CHARLOTTE, NC 28262 - 28933 - '
SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUC' G WALL MUST BE POST, BUCKLEY,SCHUH&JERNIGAN,INC. SHEET NO. D CONSTRUCTION.
DRAINAGE AREA 0.54 AC i ~INE.• 400 EAST TRADE STREET 5200 77 CENTER DRIVE SUITE 500 E 0
9 C CHARLOTTE, NC 28217 P PH [phone] REA S• N\\\ CHARLOT!£AREA 7RAN8/T SYBT£hl CHARLOTTE, NC FAX [phone]
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M ~ . ~ L.~ ~ (D ~ ; SPILLWAY„
o _ . ~ J ~ 10 EMERGENCY WEIR
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INLET STRUCTURE AND ~ ~ ° TEMP. POOL ' ~ 20 3 FOREBAY RIP RAP ~ SEDIMENT Fb EBAY DRAIN. ELEVATION=641.25
~ ~ SEE SHEET C200 y-~~~ BARREL TO 11E TO EX.
RIP RAP\FILTER PERMANENT POND ~ STORM SYSTEM SEE
' ~ U V T IL SEE POND SECTION ~ ~ ~ OR EQ I A~EN F TER ~ ,t r ~ THIS SHEET ~ ~ SHEET C200 ~ ~
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PUBLIC R W \ 60
4'X4'X4" SLAB N7TH 6" OPENING ON ON
ELEV. 642.0 3 TOP OF RISER 4 SIDES WITH MANHOLE ACCESS 6" OPENING LITTORAL SHELF
LITTOF'AL SHELE W~ WETLAND 3 DEWATERING STRUCTURE 12' 7.5' ~E ARY PODL STORAGE ELEV: 641.25
PLANTINGS, 10' MIN. WIDTH, EMBANKMENT I TEMPORARY PODL STORAGEI ETE RISER
6'.1 MIN. SLOPE ~ 6 4'x4' PRECAST CONCRETE RISER ANTI-SEEP COLLARS ~ 45' ELBOW p R ANENT PON[ P R ANENT POND ELEV. 64 .0
1" PVC INV = 639.0 EMERGENCY INV = 639.0
SUPPORT END OF PIPE N4Tf NORMAL POOL iil( ilAP Eli 1FR OR SPILLWAY ART END OF PIPE NTH BLOCKING TEMP. POOL
~UIJIVALEfdT FILTER SEE / / / / / / / 7.8g% DRAIN TO EX. CATCH BASIN RISER DETAIL A~, a\ \ y _ 15" ftCP ,.1,3,;; ELEV.=641.25
THIS SHEET iHV aox ~ ELEV. 637.0 PERMANENT POOL ELEV. = 640 p
i' x T x T CONCRETE ANCHOR ELEV, = 638 ~ 7 6
~IOR~,44JA7ER S10RAGE 3" PVC PIPE 3" MJ PLUC VALVE INV.=637.50 (TO REMAIN CLOSED BOTTOM OF POND = 637 ~1 6
SEDIMENI~ FOREE3Al' EMBANKMENT UNLESS MAINTENANCE 3
3 - BUOYANCY CALCULATIONS: IS NECESSARY) i ,Nnx INVERTED WATER QUALITY ORIFICE
BMP RISER (PRECAST 4'x4'x4.25' RISER) -UPWARD FORCE _ (RISER AREA)(Z)(62.4 PCF) _(16)(4.25')(62.4 PCF) = 4243 LBS ?a ANTI-SEEP F) = 4243 LBS
i ,I _ COLLARS DOWNWARD FORCE _ (D)(S)(S)(150 PCF-62.4) _ (1')(T)(T)(67.6) = 4292 LBS, 4292> 4243 USE 1'xl'xT COP TR ~ i _ 243 USE 1'xl'xT CONC. ANCHOR
~ I I I ! ~ ~ G- -I
J i~ - n CLAY Oft CEOTEXTILE LINER T ~ ~
m 70'-3" FOREDAY DRAdd ':YIIPI (IF EXISTING SOILS ARE PERMEABLE)
f SLUICE GATE OR VAU'F a
v
*TYPICAL CETAIL, SEE SITE PLAN AND P WEIR
DFTAiLS FOR ADDITIONAL INFORMATION RIP RAP WEIR TOP OF WEIR=642.00 10.0'
3 ~ `r 7
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= REVISED WET POND BMP m 4 BOTTOM OF WEIR=641.50 N0. DATE REVISION BY
CROSS-SECTION ~ PROJECT N0. SHEET TITLE 290207
~ ~i ~ D scA~E / -
i DETENTION PON ~ o WET ~
m ~ 2 • \ DATE 5/23/05
m ~ PREPARED BY 1ti~llll~~~~ DRAWN BY
A ~ii~~ PROJECT ME8
N COMPACTED ~ 0 COMPACTED SOIL ~N ~ ,ROB ~ CHECKED BY ~ ~ PARK AND RIDE o . . ti , MALLARD CREEK / ~ ~ ROFES r ~ ASH
N ~ = 1712 J.N. PEASE PLACE DRAWER N0.
e u_C~rTI(1f~i TNRnIIrN 1~l~IR (f\IT~~
p JI-U I I VI V I I I I\ ULl VI I V 4I.I 1 \ 1 V 1 l I l'i'"w SEAL CHARLOTTE, NC 28262 -
' 3 rr t~t POST, BUCKLEY, SCHUH & JERNIGAN, INC. SHEET NO. /W
i 400 EAST TRADE STREET
cc t9 5200 77 CENTER DRIVE, SUITE 500
S CHARLOTTE NC 28217 P,%4 S. HP CNARLOTTEAR£A TRANSIT SYSTEM PH [phone] CHARLOTTE, NC 28202
g FAX [phone] WWW.PLSJ.COM V I I
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ASTON ~u~~~~~Y ~ N ~ E PARK AND R I D O R ~Y- - L ~ siu.N .r°-'"" Scale: 1" = 40'
GBStOi118 _ 124 °Bi
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VARIES PUBLIC R/W
0 0
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PROJECT
LOCATION ~a U
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2 1~~gRp I
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P ~ o 0 o c 0 0 0 0 0 0 0 0 o r~ 0 0 0 0 0
w ~ I
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VICINITY MAP O
• ~
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INDEX OF SHEETS " • ~
~R
CIVIL: C001 COVER SHEET
C002 TOPOGRAPHIC/ WETLAND SURVEY i
C100 SITE PLAN 'I° 'I :a
3
C200 GRADING & STORM DRAINAGE PLAN
C300 EROSION CONTROL & DEMOLITION PLAN
C400 EROSION CONTROL DETAILS & NOTES - - ` I ` c c C c c c c c C c
C401 SITE DETAILS & NOTES
D
C402 SITE DETAILS & NOTES I
Mr1Y ^ G
C600 UTILITY PLAN I ~ J t~D~
~ ~ 0 o DENk - Wg1ER QUAtiTY
L100 LANDSCAPE PLANTING PLAN ~ ~ ~ ~ ° ~ ~ _ ~IAN~SAND STO~,ry'pA?ER
L200 LANDSCAPE PLANTING DETAILS & NOTES
ARCHITECTURAL: C1 APPENDIX B I
A1.0 PLAN AND ELEVATIONS ~ I q
AI . i ELEVATION, SECTIONS AND REFLECTED CEILING PLAN / I -
A1.2 INTERIOR ELEVATIONS, ENLARGED PLANS AND FINISHES I
A1.3 PASSENGER SHELTER PLANS, ELEVATIONS AND SECTIONS
A2.0 WALL SECTIONS & DETAILS
A2.1 DETAILS ~
~r \
FOUNDATION SLAB PLANS AND ROOF FRAMING PLANS - - STRUCTURAL: SI.O /
Sl.l SECTIONS AND DETAILS - `
51.2 SECTIONS AND DETAILS - ss u J. MECHANICAL: MPl PLUMBING AND MECHANICAL PLAN _ u n
tt
ELECTRICAL: EI ELECTRICAL FLOOR PLANS
\`~1\IIII1111//
E2 ELECTRICAL SITE PLAN, POWER RISER AND PANEL SCHEDULES ~ v' N 1 0
° li ' 0~.•• ° D•sc° P~ 9,0
E3 ELECTRICAL SITE PLAN, POWER RISER AND PANEL SCHEDULES F•.9
t°O p : _ 1293
E4 DUKE LIGHTING/ SLEEVING PLAN Y
'°J'j N0. DATE REVISION 6Y l~ ~ a PROJECT N0.
PREPARED FOR: ~ SHEET TITLE 2so2o~
SCALE ~I-1111.1111j1 COVER 1" = 40'
va .d .~5- DATE 01 /17/05
PREPARED BY ~IIII IIIJ DRAWN BY
¦ ¦ ¦ ¦ J~ii~ PROJECT SLB ¦ ¦ ¦ ¦ mla~p ~N,,C°".4.R~~ CHECKED BY
% & RIDE CREEK PARK MALLARD
. ¦ ¦ ~ . Q~ OA . 1 N7 7 r ~?r n~+n rs nr n rs
®'V?~ uN I /1/.i d.1Y. rL'JHftor1 rLMuL UKAWLn nu.
¦ ¦ = 66tAj1Sg/EAL = CHARLOTTE, NC 28262
qlmmmpoo CH541 f7L07TEAREA TRANS/T SYSTEM 28933 - SHEET No. 1230Www.+.dShd POST. BUCKLEY. SCHUH B JERNIGAN, INC.
sa.21 r/ - i 1 8 8 9 9 k°.0200 9- 400 EAST TRADE STREET
400 EAST TRADE STREET PROJECT ARTIST: Troia"tee 5200 77 CENTER DRIVE, SUITE 500 Ncool BORING Fra,z~are CHARLOTTE, NC 28217 i9ti0
CONCEPTS CHARLOTTE, NORTH CAROLINA 28202 RUDY RUDISILL ""°"'°p«°`~~ dCEPTS PH [phone] ///9 REA S. CHARLOTT£AKEA MAHSIT SYSTEM CHARLOTTE, NC 28202 FAX [phone]
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~ TC=669.63 ~ G OV. HUNT RD. ~
~ INV.IN=652.73 Q 9
_ I .OUT=652.63 GUARDRAIL NV PUBLIC R/W VARIES ~ CURB ~ L s
S - _ _ CURB
670 ~ ~ ..r - _ CURB 9~ - -r- - _ CREEK ~ ~
~ T-- - MALLARD o ~
- ~ ~ ~ IP z ~ s - L i ~ \ ~ ~ s m pine 1
- - - - _ 660 - ~ ~ \ ~
P ,~,~.~s > d, sITE
f - _i1- - ..-G,~\' 655 _ _ ~ l '
i I _ ~ ~ i r/ ~ ~ l l~ / X S ~ r
~ ~ I l~ _ A ~ ~ ~ ~ ~ C'E LINE I ~ 1 r - - - ~ ~ ~ , ~ , 6.,5..5
~N.V.-646.' ~ ~ ~ ~ X ~ / i ~ ! t ~
~ ~ ~ t ~ ~ 1~ ~ ~ l ~ ~ ~ ~ ~ i x D ~ / F
~ ~ ~ ~ ~ i 1 S -~ss9 0 / , - ~ ~,Y ' 1 G
~ ~ ~ i ~ ,A, ter, ~ ~ ~ ~ - _ x65 / I ~ ~
_ F LINE ° ~ y ~ ~ ,
~ ~ i 1 r ~ `,.A ESL x 657.6 - r O I 1 F ~ ~ ~ ~ A 657.6 = ~ 653.? / ° 24~n-oak x ~~'-6 ~ xs ~ HAR
~ ~ i t ~ ~ 11 \x65~.'.~2 `x,656.0 ~ I i I ~ i~ ~ i' ~ ~ t ~ ~ ~ ` ' ~ - - . - ~ - ~ - R1S _ / /
~ ~ ~.fif,~.<< ~ ~ t ~ \ x656.7 t ~ t i / ti ~ / / ~ %
I \ ~ ~ x 874.. ~ / / ~ ~ 6~ ~ ~
~ ! ,.~~t5,r7.9 x3.3 ~ ~ ~ ~
?I 1 ~ ~ f / ~ ~ ~ x b +1.E,v I ~ ~ - ~ ~ i / /
1 ( ~ 1 ~ _ x ~ ~ i~ ~ ~ ~ 3 /
I % ( ~ f ~ ~ A ~"i..i , ~~rX z r ~ ~ ~ r ~ ~ ~ 04713107 VICINITY MAP ' ~ i o kr , / ,
~ G ~ ~ ~ ! f ~•~~i ~ ~ ~ ~ ~ ~ ter- - - _ _ - ~ . , -r ~ (BY MERGER/11892-532) - - , ; ~ - ~ ~ . - NOT TO SCALE _ ^'`G~''' x ~4E % ' ' ~ - Z5' ~,5.3~', / N/F QUEENS PROPERTIES LLC
1 ~ ~ rig ~ ~ ~ ~ ~ ~ ~ / f i
i ~ r' ~ F ~ _ X 6 ~.6 x 713107 /zi 713107 , _ ~ ; ; , / . ~um r . ' M37-101
' } , I 'v~ ~ ~ ~ ~ ~ MER~E~R ~ \ ~ ~ ~ MER~E-R 8-92-~5~2) ~ ~ ~ MALLARD CREEK RD ~ / - ~
OPERTIES~ LLC ~ / ' ~ T ~ Q~E.~NS PR i / ; , / ~ ~ _ (VACAN ) ~ / , ~ ~ _ ~ OE Overhead Electric
~ 1 _ ~1~"r-- / ~ to ~ i - ~ , ~ A 64S ~ x x ~ ~ ~ ~ ~ / i-
t ' ~ X`64~~.? ~ ~v` ~ L~'C~E ~ ~ ~ ~ _ ~ i RD ~ ~ ~-~O`~~ % i ~ i ; / - ~ FES Flared end section
7 ~ ~ x ~a ~ ~ _ ` _ LVACANT~ ACANT~ ~ ~ i , / ~ ~ szQ 1
i t I i~ l S D I TCN i ( ~ ~ ~ xI ( 1 ~ ~ ~3 WI - % ' % / ! 9.6 RCP Reinforced concrete pipe
i 1 ~ l - , I ; , j / ~ ~ ~ / / / UT Under round Tele hone
` i I E ~ i , 1 ; ' ~ ~ _ ~ ~ - - / ~ ;
_ ~ ~ ( ~ ~ , I : 64.3 s ~ . ~ ~ - - - ~ I ~ ~ /x 547,8 j ~ ~ x 6~~., x 6438' - - ~ ~ E~~ . % ~ ~ ~k3..z ~ ~ .-419 ,
_ ~ ~ ~ ~ 1 t / ~ 64~ ~ ~ ~ ~ - t ~ ~ I ~ ~ f r ~ _ x 4 ; ~ ~ r~~~s.o ~ 6~~.. Edge of Pavement
04713107 ~ 1 ~ ; % : ~ l \ ` ~ r ~ h~ ' / ~ ~ Gas Line G G G
(BY MERGER/11892-532) j , , , i ~ ~ ~ ~ ~ A - - - - ~ ~ 1
~I S LLC ~ I l ~ / / i - NSF QUEENS PROPERTY ~ I, I i ~ ~ r ~ ~ y~3~~~ -__~.~.~~-r - Water Lme W W W
7-101 ~ \ M3 it i ~ X646. ;r: r/ `f~ ' x"4 .5 >~64G.3 ' -~38. a , ~ » x e.59,r~- ' x 638.- 35.1 ~r53a 1 ~ 8 PVC _ s3aU Existing Sanitary Sewer SS-SS-SS
MALLARD CREE ; i i, / xr,~ , ~ - ;
i I; ~i _ / ~ Gr ~ ~ 3 i 4 ~ ' ~ ~ i o.s Water Meter 0
' ~ ~ i :t) I ~ ~ ` ~ ~ ~ ~ ~ V _ 1 ~ i ~ 31.0 631.3 W~
~ > \ ~ i i' ~ ~ i x 6.3 u ~ 056.., _ ~ w ~ Water Valve ~ x 6,.6.,. ~ x Ei37.2 - x 636.x' •~,F, 31.2 z, .
~ _ ~ ~ x6' ~ ~ x6.:6.,. I ~ I / 639.4 X9.2 I 1 i ~ ~ ~ ~ ~ I ~ ~ C _ . ~ . ~ (6 / 6J~.0
/ ' ~ 1 ~ ~ p~0 ~ ~ ~ ; ~ ~ / a s Existing Sanitary Sewer Manhole S ~ . 1 i
f ~ ~ I ~ 6 , i ~ l ~ ~ ~ ~ ~ x636.6 ' ` ' ~ 631.9 x 636.6 FLTLAND ~ ~ • I ~ Existing Iron Pin EIP
~ / i I / ~ ' ~ IN ~ II 1 ~ i CATCH BAS ; ~ , _ ~ ~ W i 63' 0 w r { ~ ~ .631.9
60.35 TC-6 , ~ i ~ ~ , / ~ ~ L~`MITS ~ ~ ~ / ~ o 3, o ~ ~ , Existmg Utility Pole
- 0 ~ / I / ~ % ~ x F4;) 6 ^,z..,_ x _ a' ~.63~.0 6317.6 ~ INV.OUT-647.63 ~ , x _4~r - . ~..~7.5 6~r , ~ i~ ~ CL-~D~TCHr ~ i ~ % ° ~ ~ ~ / ~ / • 63G.Y ~
i ( ~ ( i 45. ~ / / ~~636.~ ~ ~ ' ~ ~ _ ~ ' s - , Existin Fire H Brant 32. 3 WIDE__. _ / h~a, g Y ~ _ _ _ _ o - 63'x.3 'S'Y
t ~ ~ LINE j ~ % - ~ > ~ TRF~ ~ ~ , ~ _ ~ , _ _ ~ ~ ~ a ° 30.4 R _ ~ l'J..O. , 6JV.[: JJ I.U \ ~ UJO-~ i„ay.
.-~-..~e. ~ ~ ~ ~ ~ ~ ~ ~ - _ _ ~a ~z~ _ ,~n Paved Areas ~~~•-»~t _ ~ ,
~ ~ ~ ~ ~ . BLOCK ~ ~ ~ ~ ~ ~ « 635.3 ~x `~3 x 6 . , . . ^ ~ ~ D,r~.9 ~ 32. i ~
64~~.4 xE3S`6 ~E)~).(~ (~636.7< x6.,~.~ x635.4 - RETAINU~JG x ~4~(~ 1 _ ~ rn ~-g x - - - - Conc. Area ~ .
~644~. ~ ~ ~w - ~ 63i.o Pro ert line - - - - - - ~ ~ ~ p Y
\ L, ~ EIP ~ ~ . WETLAND
~ 348. 3 % TELE. ~ ` ~ , S 12 46 0 W ~ ~ _ _ -t - LIMITS
- ~
- -0 ur urn ~ "'e.„ ~ . - - - , . . ~-t-. P IC E RAH AL
- WALK • r_ ' ~ ~ S 12'4$17 W 'r' -~=i`=~- ~ - 264,24' - - - - - - _-L _ _ - _
~ - - ---~=---r-----~;'=-- ~ ~ ` ~ EOP CATCH ASIN ~ ~ J.'?, ~ 30 0 16 30 60 120
i ~ ~ ~ '.a ~
~ ~ ' INV.OUT-6 .50 ~ ~ ~ ~ ,l
~ A ~ ~ ~ -1 s: n m ss ss ss tt ~ tt )n ass ' ss ss ss ~ tt u u , yY ~---r 5S ~ ; f4 -
I / ~ / ~ ~ r ~ ~ / ~ (IN FEET )
r j ~ ~ ~ 24" RCP ~ ~ ( T 1 inch = 30 ft.
- i - ' - -~---f----~-- ----L----- 0 S.
CATCHBASIN ~ ~ ~ SSMH _ 15" RCP ~ / ~ ~ tt ~ 1 TC-645.11 / ~ ~ 1 ~ AT 3-01-2002
RIM=650.18 =640.91 ~ 3 _ INV.IN ~ o ~ ~ SSMH 1. PROPERTY LINES SHOWN ARE BASED ON MB37, PG. 101 AND MAP PREPARED BY POWER ENGINEERING CO. D ED ~ ~ 3 , _ A FULL BOUNDARY SURVEY WAS NOT PERFORMED IN CONNECTION WITH THIS SURVEY. ~ o R{M-632.40
INV.IN-642.43 I V,OUT=640.51 ~ N ~ ~R~a UT=626.76 ~ INN 0 2, BELOW GROUND UTILITIES BASED ON ABOVE GROUND APPURTENANCES OR MARKINGS.ACTUAL SUBSURFACE LOCATIONS MAY VARY
INV.OUT=642.23 CATCH BASIN 60 PUBLIC R/W
TC=644.06 tt a " =639.31 SSMH ~ AND NEED TO BE VERIFIED BY SITE CONTRACTOR, PRIOR TO COMMENCEMENT OF SITE WORK. \
N INV.IN(15) CATCH BASIN » RI =635.67 c 3ASIN \ 3. HORIZONTAL DATUM BASED ON .,URVEY PREPARED BY THE CITY OF CHARLOTTE (NAD83). VERTICAL DATUM IS BASED ON CITY MONUMENT IBM
N INV.IN(18 )=639.26 o TC=635.16 _ 6 INV.IN(N)=626.08 16 ~ ~ WITH AN ELEVATION OF 732.08 (NAND 88).
N INV.OUT-639.1 o _ INV.IN(24")=629.74 o INV.IN(S)-630.08 „ » =629.74 ~ E)
a INV.OUT=625.88 INV.IN(18 =628.86 -628 86 4. SURFACE FEATURES, CONTOURS AND SPOT ELEVATIONS SHOWN ARE BASED ON ACTUAL FIELD SURVEY.
INV.OUT=626.76 s =626.76 5. ONLY TOPOGRAPHY AND WETLAND BOUNDARIES WERE PROVIDED BY PBS&J.
0 U
0 a
0 x
w N O
O T •
Z
~i a CHARLOTTE
v ENGINEERING DEPARTMENT
9 JOB NO.
0 0 REVISIONS PARK 8c RIDE
N O PROPOSED PARK & RIDE LOT
ry F MALLARD CREEK TOWNSHIP
Q U d MECKLENBURG COUNTY FILE N0.
v NORTH CAROLINA
BENCHMARK SUMMARY
CHECKED BY: MEF SURVEY COOZ
Label Northing Coordinate Easting Coordinate Elevation Description rml DRAWN BY: LJW TOPOGRAPHIC/WETLAND SHEET
POST, BUCKLEY, SCHUH & JERNIGAN, INC. OF
BM#1 5779747.66 794779154.88 662.54 CONC. MON. 200 EAST WOODLAWN ROAD, SUITE 310 SURVEY SUPVR. DATE: 6-07-04 SCALE: 1 inch = 30 feet
CHARLOTTE, NORTH CAROLINA 28217

EXIST. CURB & GUTTER MA LL ARD
_ ~ CR _ EE K _ RD. R ~R D. R W VA
_ ON GP _ ER _ IM ET E RI ES f 8 0 E
R OF 1 INSTALL CONC. PAVEMENT MATCH EXIST. ~ R OF 17 12 , J.N. PE PROPOSED f470 LF 5 SI ASE DEWALK TO BE
~ SIDEWALK & FLUSH W TOP OF EXIST. CURB PL AC E INSTALLED PER CHAR-MECK LAND
~ DEVELOPMENT STANDARDS
_ ,7:-- N 15°39'54" E
" tiC - ~ _ _ 289.67'
0 o ~
a - , a - ~ - ~6 . ~ ~ o - , _ TYP, \
' - 1 _ I In '1 1
A ~ : N ? . ~ ~ 20 0 20 40 60
END PIPE 8 41 12 1 p m e ~ E \ /
~ INV.= 646.58 FURNISH & INSTALL SLAB 1 ~5.6g'
TOP STRUCTURE SEE S I ~ ( HEET C401) Scale: 1" = 20'
' CU ~ ~ PROPOSED 1 6 RB & GUTTER,
TYP. SEE SHEET C401--, - ~ _ .
I 201n/ ~ ~4i _ - / in1, SINGLE SHOEBOX LIGHTI G TO BE 350 ~ - . _ o /I , ~ ~
~'--1 - I o ~ / INSTALLED BY DUKE POI~VER (SEE lYP, ~ / ~ 4,~n u ~ t _
--u I NOTES 4 & 5 I _ ~ / ~ / \ ~ \ ~
} 11 ? ----_.._LIMIT ~ PACE - ~ / -~F._50' . ~ W00 ~ a 1 ~ II o ~ /301 ~n I 1 ~ o f ak \ oak
DED BUFFER 25 0 - ER I 1 1 I I
o ~ I © ° ~O,~n~gk / 201n u I CONSTRUCT MODULAR ~ ~ ! ~ - _ 1 / RETAINING WALL
° S Aces .s 8..50 81n oak
~ o WHEEL STOPS, TYP. ° ~ (SEE SHEET C200) _ o ° _ 0 0471:5107
J8.56 0 2 5 I TYP. F.O.C. R ~s 0 1 ° (BY I~JERGER~11892-532)
o I 15.98- 15.g 850 ~ . v~ ° o _ ~ N/~ QUEENS PROPERTIES LLC 8 • ~ ~ ~ I M37--101
; ,y0 cn RZ ?0 ~ o 0 2~In oak
~'A PROPOSED BITUMINOUS ~ ~ •Q I ~ l ~.3 ~ MALLARD CREEK RD so I 0 ~
~ I 'SO 50 Q R2 PAVEMENT, TYP. 5 ` / (VAC, .NT)
a ~ 24, ~ 'P~ f ~ •s p~ DOUBLE X !
! TO F.O.C. ~ o •50 I` R2 LI LIGHT, BY DUKE POWER, TYP. o ,
i' ~ ~A ~s ~A~ o SINGLE SHOE BOX LIGHT, BY DUKE
.o . l o 'so yp ~ WITH SECURITY CAMERA BY SECURITY EXIST. TREES TO REMAIN, TYP, 2' ~ CONTRACTO R R, TYP.
t',h o ~ 8.50 ~ ~ TREE PROTECTION, TYP.
- _ SP CE ~ 1~ S 04113107 TYP. 1~1 so ~ / \
(BY MERGER~11897_-532) I 0 SP ES yo / ~
2•y 8.68 g S NSF QUEENS PROPERTIES LLC R ACES 4.0 ~ ~ ~ R ~1 ~ ~ o °
M37-101 5 9 S q I 10 g ~ in o k ACE "i . ~ LEGEND
MALLARD CREEK RD i ) h Rq•. ~2 I CES ' ~ •S I COORDINATE RELOCATION n p ~ i . 10 ~ I>a u /
OF EXIST.{ UTILITY POLE ~ ~ " . y0 S ACE t / ~ -
WITH DUKE POWER CONSTRUCT PROPOSED 1 -6 CURB & R2 ~ ~ j o - LIGHT POLE (SINGLE LUMINARE)
~s 8. l9 ,p GUTTER PER CHAR-MECK LAND o ~s DEVELOPMENT STANDARDS, TYP. o 8. l9 1
p DOUBLE SHOE BOX LIGHT, BY DUK ,50 ' I ~ ~ ~ ~ / SECURITY CAM Q ~ ERA W/ POLE ~ ~ o \ ~
EXIST. OVERHEAD ~ ~A R2 'A •s 0 POWER WITH SECURITY CAMERA BY . ELECT. ~ 0 2,5 so ~ 10.20 /~>Lm _ -
R SECURITY CONTRACTOR, TYP. „ I c ~ ~ APPLY 4 WHITE P ~ LIGHT POLE (DOUBLE LUMINARE) ' 4" WHITE PAINTED 2.5 / ~
~ c c c R?S 50 PAVEMENT MARKING ~ o c c 0 R2. R ~ SENT MARKINGS, TYP. o so ~
o ? ® PEDESTRIAN LIGHT s
N ~ Y c c ~ ~ ENTRY SIGN TO BE ~ ~ c 0 N'' y
N m FABRICATED & o c c R2' ~ ~ I~ INSTALLED BY 9 SPA ES a 7 0 • c c R2' ~ ~ SECURITY CAMERA ON LIGHT POLE
.50 h 1'0,30 ~ ~ i -EA6tEW000* SEE 9 SPA TYP i ~ ~ 1'0,30 I I ~s ~ I ~
( ES z ~ NOTES 3, 7, & 8) ~ 10 p 0 a• ¢ . ~ PTZ (PAN, TILT, ZOOM CAMERA 5 ~ ~ ) c
N ® AC g R p
g8 I 10 PAC g c I I ~ ® y r STORM DRAIN I h R~' ~
c c I 30o TYP. 50 ~y I ~ ~ ~ o A I CS ~ ~ v
UNLESS 2• ~t 'P~, I c c 10.05 h o NOD R FUR ISH I& c ~ OTHERWISE I 'so c c o $ P I ,o ® RAIN GARDEN DRAIN ~ ACS ~8 rn ~
o INSTALL 0 c c c ~ i ~ o I .0 ~ ~
o PR 2y 'P c c ECAST R ~ c c I 2¢ C ~ h M ~ ® r0 •0 FO
I ~ ~4 .s ~ 1 1 c N o CONC. o W 1.00 • I 11.57 ~
i WHEELSTOP, APPLY PAINTED PAVEMENT o TYP, y0 .s .s TYP. MARKINGS, TYP. ~ R ~ W
o o oa •s r? ~ S p Q JN PEASE PLACE _
7 ACCESSIBLE SPACES o REGULATORY j SIGN TO BE a ~ 5 18' EXISTING PAVEMENT 2 6" 1 R2 •s S O ~ •SO SAW CUT 1' MIN. MIN.
FABRICATED & INSTALLED ~ ~ ~ ro (FR c2
+I ~ ~ BY EAGLEWOOD (SEE ~ 8.00 FURNISH & INSTALL o 0 OM c1 150 LF OF BLACK, h F p OF
! o TYP, 5 0 } NOTES 3, 7, I& 8 ~ ® ~ T .50 ~ OAF COATED CHAIN LINK R TQ
_ A •pp © U so 0 F 2 ~ ~ y ENCE SO "
5 8.50 i ,s / MN
600 ~ T TYP ~ W ~ hOt,.'13.49' ~ o j M
CATCH BASIN ! U 10 S AC ° U D1 } E1 R
Q o RS 40 E ~ TC=660.35 -EQ. SPACED t~ i UNDERCUT AS NEEDED
INV.OUT=647.63 ~ O 5 SPA O / AND REPLACE WITH ES O ~ MATCH EXISTING PAVEMENT SUITABLE MATERIAL TO BE
rn R .0 ' ~o - PEDE IAN LIG VMS DISPLAY PAN HT, BY DUKE POWER, TYP. ~ ~ ® 0 PROPERLY COMPACTED ~0 THICKNESS-MINIMUM VALUE IS SHOWN
' SEE ARCH. PLANS FURNISH & INSTALL ( ) ACCESSIBLE PARKING IS) .
SIGN CENTER OF T S ALL, TYP. FURNISH & INSTALL DRAIN INLET r'~YP.
CONSTRUCT CONC. FLUME, TYP.
LO( 0.5 CONSTRUCT HEADWALL LOCATION OF CAMERA W POLE INSTA LE (SEE DETAIL SHEET C401) MINIMUM PAVEMENT SCHEDULE
_ SEE SHEET C200 W~ - 33 15.0 BY / L D BY CONTRACTOR, TYP. CONSTRUCT RETAINING WALL C1 PROP. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE Ss.5C
- - 0 1435 FURNISH & INSTALL 1118 LF OF HANDRAIL _ y 8.05 AT AN AVERAGE RATE OF 112 LBS PER SQ. YARD PER INCH (TWO 1.5" LAYERS) SEE SHEET C1~00
_ W CONSTRUCT COMFORT STATION, ( ) C2 PROP. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C EXIST. WETLANDS AT AN AVERAGE RATE OF 112 LBS PER SQ. YARD PER INCH
i20 _ . ~ o_ - - - - ~o I TYP. ~ o- _ _ . _ _ (SEE_SHEET _ARCHITECTURAL PLANS)
_ 5 ~ o rn EXISTING BLOCK R • ,60 OVE JOINT N SIDEWALK,'o CONSTRUCT CONC. SIDEWALK PER 40' SETBACK PROP. 4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE Ss.5C - EXIST. DITCH CENTERLINE 01 AT AN AVERAGE RATE OF 114 LBS PER SQ. YARD PER INCH
a ~ TYP. ° RETAINING W CHAR-MECK LAND DEVELOPMENT E1 PROP. MINIMUM 4" ASPHALT CONCRETE BASE COURSE, TYPE 625.OC
WALL I 8. 7 STANDARDS ~ ` AT AN AVERAGE RATE OF 114 LBS PER SQ. YARD PER INCH
6''~ i FURNISH & o 3.08-1-7 11.50 11.50 FURNISH & INSTALL SIGN LL SIGN M MILLING ASPPALT PAVEMENT (1.5")
r 3.0 co ;INSTALL SIGN ~I`r` 8 TYPE R7-1
ENTRY SIGN TO BE FABRICATED & I TYPE R1-1 ~ R PROP. 2'-6" CONCRETE CURB & GUTTER
INSTALLED BY EAGLEWOOD~ SEE EXIST. 5' SIDEWALK 26 00 0 „ .K T EARTH MATERIAL
NOTES 3, 7, & 8) TO F.O.C. ~ - - EXIST. 2 -6 C N~?¢ URB & CURB &
LANDSCAPE UPLIGHT ® 00 p ~ FURNISH & INSTALL SIGN GUTTER ~R~~ h N . o - -15 _ _ 1 _ U, - _ ur E R7 1 CATCH BASIN U EXISTING PAVEMENT
TYP - - - - , - A PATCH TO MATCH - ° ~ S 12°46'01" W TCH TC=635.40
o _ I _ _ EXIST. SIDEWALK A h.,-.,r,~~`' I _ _ ~ r _ LK I N V. OU T= 630.50 L A A
~ ~ - ~ - ~ A . 3.8.,53'' ~ ~ ~ - - - L~lil~ ' -wa - - ^ -fin • ~ _ _
A a - - - ,
FURNISH & - • ~.T.T.T . _
N CONSTRUCT ACCESSIBLE RAMP MATCa~~ ~p INSTALL SIGN S•DISPLAY•PANEL• SEE• EXIST. SIDEWALK PER CHAR-MECK LAND ~ - . ~
TYPE R5 2 . _ DEVELOPM€NT-STANDARDS _
J.N. PE
~ ~ • INSTALL •~ONCJ RAIMENT. MATCH .EXI • I CONSTRUCT TYPE III DRIVEWAY PER S' . ~ ~ _ _ ST. . . . . . AS ~ . ~ EP \ ~ LA CE ~ R \ . W 60 a
o CHARMECK STD. SEE SHEET C401 o ' bt ~ r 2 5 16 05 REVISIONS PER DWQ COMMENTS ASH gS ~ r ~ n
'=TIE TO EXIST. CURB & GUTTER U SITE DATA - ` 1 5 6 05 REVISIONS PER CDOT COMMENTS ASH N0. DATE REVISION BY
Z i 7 TOTAL SITE AREA : 3.00 AC 13o,sao so.Fr ~ CONSTRUCT ACCESSIBLE RAMP ~ OWNER: CITY OF CHARLOTTE & REAL ESTATE DIVISION IMPERVIOUS AREA : 1.59 AC 69,463 SQ.FT, j ~ PROJECT N0.
- ADDRESS: 600 EAST 4TH STREET, CHARLOTTE, NC 28202 _ PATCH BIT, PAVING AS NEEDED LANDSCAPE AREA 1.41 AC 61,217 SQ.FT, w~ SHEET TITLE 2sozm
ZONING: NEIGHBORHOOD BUSINESS (CD) PETITION# Ot-36 SETBACK REQUIREMENTS: GENERAL NOTES CONTINUED: scA~E SITE PLAN = 20'
W JURISDICTION: CITY OF CHARLOTTE FRONT SETBACK: 40' LIMITS OF ASPHALT ANA ASPHALT AND CURB REPAIR AT BUS DATE
PROPOSED USE: PARKING FOR CHARLOTTE AREA TRANSIT SYSTEM/ REAR SETBACK: 50' S.) CONTRACTOR TO COORDINATE THE INSTALLATION OF THE PARKING LOT AND PEDESTRIAN STOP-180'L X 21.5'W I'L X 21.5'W 02/16/05
o TRANSIT ORIENTATED PARKING LOT LEFT SETBACK: 25' LIGHTING WITH DUKE POWER. SEE DETAIL THIS SHEE m TAX PARCEL NUMBER: 04713107 ( AIL THIS SHEET) PREPARED BY , ~ ~ ~ DRAWN BY
~ TOTAL LOT SIZE: 3.OOAC 130 617 SO. FT. RIGHT SETBACK; 25' 6. FLUME WIDTHS ARE 3' BACK OF CURB TO BACK OF CURB,UNLESS NOTED OTHERWISE. o• ) PROJECT SNH/SLB ~R ~ CHECKED BY
a LOT: 1712 J.N. PEASE PLACE GENERAL NOTES: v 7.) CONTRACTOR TO COORDINATE INSTALLATION OF SIGNS WITH EAGLEWOOD. . ND RIDE RD CREEK PARK A MALLA ' 0~.<° °b5c ° BJD SNH
?ADVIAIP f~ATA~ 'I ~ All MAICAICIlIAIC AGC T(1 RA/`I( !1~' ('IIRG !1G IINIGCC AI(1T~11 11TUFRWICG
rnnnnr~ vnn • Ilr®`W? .o~ r' 1 alb d.tv. rcfi,~~ r DMAY&H NO.
r REQUIRED: NO MINIMUM 8.) *EAGLEWOOD IS RESPONSIBLE FOR VERIFYING THE HEIGHT OF SIGNS FOR VISABILITY PER L PROVIDED: 204 2.) ALL DIMENSIONS ARE IN FEET. CITY OF CHARLOTTE PARK AND RIDE SIGNAGE PROJECT DOCUMENT TITLED ~ CHARLOTTE, NC 28262
HANDICAP: "ARCHITECUAL SIGNAGE" DATED MAY 23 2002. CL REQUIRED: 7 (AT LEAST ONE BEING VAN ACCESSIBLE) 3.) EAGLEWOOD TO FABRICATE & INSTALL THE REGULATORY & ENTRY - POST, BUCKLEY, SCHUH S JERNIGAN, INC. SHEET NO. -
PROVIDED: 7 (1 VAN ACCESSIBLE) MONUMENT SIGN AS NOTED ON PLAN. THE CONTRACTOR IS RESPONSIBLE FOR 9.) ALL CONCRETE SIDEWALKS ARE TO ADHERE TO THE GUIDELINES OF CHARLOTTE i : 400 EAST TRADE STREET
INSTALLATION OF THOSE SIGNS SHOWN ON SHEET C401 OF THIS PLAN SET. ) m STANDARD: 159 (8.5' x 18.5') MECKLENBURG LANG DEVELOPMENT STANDARD #10.22 (SEE SHEET C401). 5200 77 CENTER DRIVE, SUITE 500 cl 00 CHARLOTTE, NC 28217
O1 COMPACT: 38 (7.5' X 185) 19% OF TOTAL SPACES BUS SHELTERS: 2 (5'8" X 19'8") 4.) DUKE POWER WILL INSTALL & MAINTAIN THE PEDESTRIAN & SHOE BOX 10.) ALL PARKING SPACES SHOWN ON THI PLAN ARE PROPOSED. 0~ °,PH 704) 522-7275 N. , CHARLGrWAR£A 7RANS/7SYSrFM NC 28202 c CHARLOTTE, FAX [phone]
LIGHTING. ) C VW W.PBSJ.COM 05 b
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- _ 670 V ~ ' - ~ :
'T t-- -
r _ _ _ _ . _ - - - _ _ - _ _ - ~ _ 5 - - ' RAINGARDEN SUMMARY: . _ _ _ .
r \ f _ _ _ \ \ ~ ~ \ - Surface ~ ~
~ "~L ~ _ _ _ - _ p /~@.._p(... j` Top of Roinqurden Depth of Areo Volume Size of Length of
. U ~ ~ - - - __s ~ - > Raingarden Raingarden Dim<~nsion Raingarden Required Required Underdrain Underdrain
- _ , - p _ ~ J 6 1NV.-~lK'646:58 _ _ _ _ ~ - ~ Number Elevation tl f ft. cu. f . in. ft l) (t) (Sq ) ( t) ( ) ( )
_D.3~_AG _ ~ ~ ~ 7.~ 1 647.0 ~1.3 ~ I_.5 3 248 403 6 17.5
_ _ _ _ _ - _ / ` 2 650.8 6.8' 17.7' 3 '103 168 6 13.4
~ - KEYSTONE "CENTURY'"~RETAINING_WAU~T-_- - - G - . _ OUND T BOX ~ 3 649.1 13.0' ~ 33.7' 4 402 640 6 28.1 \ y _ s
~ _ - , EOGRID AND STONE .r 654.50 ~ - - , ~ , ' ~ / 4 648.? 15.2' , 18.5' 3 ?_04 331 6 12.6 ,
_ 5 647.0 15.0' ~ 25.6' 3 367 597 6 24,2
SETBACK THEE TO REMAIN, TY . ~ ~ 6 648.5 15.1' ~ 17,5' 3 253 410 6 13
f ~ TREE ,PROTECTION PER CHARf~IECK"~ ~ ~ ~ 7 649.2 15.s' a 23.7' 3 292 475 6 16.7 i ~ ~ , ~ LAND DEVELOPMENT STANDARDS.. ' ' 1 ! ~ ~ 8 650.9 6.8' ~ 14.4' 3 94 152 6 7.8
- ~ _ ~ l ~ a U. 0 6 ~ _ , o ~ ~ ` , / _
_ _ ; , i _ , - ~ 6 ~ ! 9 647.7 10.8' 'l' S' 3 181 294 6 11.7 f~ ~ ~ ~ ~ , ' ~ f ; 10 648.5 9.5' a ,~4.0' 4 X06 488 6 25.7
~ ~ ~ ti ~ \ ~ t ~ _ i ~ / 11 648.6 9.5' ~ 15.1' 3 '114 185 6 12
~ ~ ~ ~I ~ III ~ ~ _ ~ I ~ I . ~ 12 650.8 7.,. ~ 16.0' 3 93 I~1 6 9.8
ORAINAGE ~ i ~ ~ 3"PIEWI ~ I - - ` _ ~ 13 648.1 8.3' ~ 14.3' 3 '104 169 6 9.8 . _ - ~ .
DIVIDE TYP. rn ) ~ ~ . ~ .,I , ! _ _ . _ _r ~ ~ _ o , I W: 2 OF 5 t. c~ © ~ 14 648.0 9.0' ~ 17.5' 3 143 232 6 9.8 co _ o
, s - ~ 1 ~'0 R ED IN I : ~ I ~ 0.25 AG ° ~ ~~.r 'Il I `~'Ir / 15 644.9 10.0' ~ ?1.0' 3 210 342 6 10,4 I i I
-'~--f LTE F B IC ~T I~ ~ , UI - ~ i ~ I A ~ ; - ~ ~i I E- o ~ I ' ' DIVERT GR UNDWATER~ i _
1 ~ 1ENfiIRE ~I.ENG~TkI OF PIP ~ ~ - I ~ I~ 'I' `fi'~' ~ i ii i
ra ~ 1 . - ~ i _ ~ ~ 1 ~ ~ ~ ii , I fi.
~ ~ b.29-.AC - PROP. DI 7 ~ • ~ ~J
1~ > , RIM = 649.70 , ~ ~ PROP. DI 2 . 0.31 A~ ~ p , ~ /
~ INV. OUT - 644.55 ~~t RIM = 650.9 ~1l
' li i t1 ~ ^ . _ 1 , INV. OUT -646. 5 . h RAINGARDEN 2 ,;I
III / I I _ ~,,i ~ ~ I), ~ PROP. DI 3 1 j, ~ LITTORAL SHELF W/ WETLAND - ;
_ ~ l I ~ o , i i~ I ~ ' I i 9 RIM = 649.7 ~ e PLANTINGS, 10' MIN. WIDTH, , IN 6 ~ ~o
- - r; ~ , , i ~ ~ 4 - , : ~I ~ ~ ~ ,RAINGARDEN #8 ~ , (F INV. = 44.05 , ~ ' I sa Mw. sLaPE
I I ~ , . v •.649.0 ~ L ~ ~ , ~ - INV. OUT=643.85 i , ~ ' `;S , i i G NCY EMER E r r=
~ ~ I ha - - -~~y , ~s ; ii; _ RCp- - - 6• GQ ; ~ ~ PROP. DI 8 , ~ ~ ~ ~ ~ny I % ~ ~ ~ - ~ RIP RAP FILTER OR R - Av ( ~ NORMAL POOL HOOD 0 SPILLWAY - ~ . ~ ~ EQUIVALENT FILTER TRASH RACK
PROP. DI 6 ' ~ ~ ~ ; ~ ~ I,,I, ~X _ - 6 9;00 ~ ~ ~ RIM=650.80 ~ , RIM -648.90 ~ ~ ~ I, is ~ I~' RAINGARDEN 3 ~ - ~ ~ ~ II. ~ ~ ~
' INV OUT =645.65 . IN =644.18 ~ RAINGARDEN 7 ~ ~ ~!1 -6 INV I 0 058 C f,/ I
_ INV. OUT -643.98 ~ - ~ ~ ~ , , _ i, i ~ ; - _ - ~ ~ ~'i/' c ~ ,.e , „ t' _ ~ ~ - _ _ STORMWATER STORAGE _ _ _ ~ _ .
_ ~ ~ ~ ~ ~~.r - ? ~ , , ~ ~ S . 1 ~ / `'l` - _ I ~I ~ / V - ~ - ; _
x ~ ~ ~ \ ~ W r, ,'~~l ~ SEDIMENT FOREBAY EMBANKMENT ~ 3 (
~ o - ~ PROP. DI 4 _ ij ; ~ ~ ~ / ' . -r ~ ~+X I _ INVERTED WATER QUALITY ORIFICE
RAINGARDEN 6 ~ ~ _ # o ® RIM -648.7 , ~ , ~ ~ ~ 64 VIN = ~ ~ , ~ ~ ~a ~ ~ ~ ~ , ~ ~ ~ - ~ - ANTI-SEEP
IN . 642.79 DI 1 o oa' ~ ~ ~ 5 _ ( _ ~ A ~ ~ / ~ QQ (G~; ; ~ , COLLARS
~ ~ IN . _ D 3 ~ VIN 643 55 I ,r / ~ it III I I II-III-III I I I II II-III I ' PROP. DI 1
S / ~ _ ~ ti~ ~ ~ O " , ~P i RIM=647.9 ~ CLAY OR GEOTEXTIIE LINER I
_ ~ i POP. DI 1 ~ ~ o _0.056 AC _ - - _ _ o~ - ~ r ~I ~ RIM = 48.9 PROP. DI 12 ~ , ! , , I ~ ~ ` ._0.11 AC ~ 1'Q~ 0~ VQ ~ ~5 - - ~ - 20 -3" FOREBAY DRAIN WITH (IF EXISTING SOILS ARE PERMEABLE)
i I.~ - _ M ~ IN . 0 T = 43.2 RIM =650.90 ~ ~ _ ~ , 1 - 4 ~F 0% ~ INV. OUT -643.15 sLUICE GATE oR vALVE 45.6 ®p.8 ; _ RCP ~ ~ ~ , ~Y
~ _ _ I ~ ,I - ` ~ ~ ~ ~ ~ i ~ ~ INV. iN =645.37 ' ~ th ~ i ,
r,; l i ~ 3 ,I 'r rn I INV. OUT =645.17 8g 'x~ _ ,I ~ ~ ~ k u, ~ ~ ~ I, .sp, ~ i ; ATYPICAL DETAIL, SEE SITE PLAN AND 11, DETAILS BELOW FOR ADDITIONAL INFORMATION
~ 0.16 AC - { RAINGARDEN 10 F . ~ ~ ~ ~i! ~ II ~ - RAINGARDEN 1 #
# _ I ~ n ~ is ~i' ~_1 ~ ~ / r' If ~ lg ~ o ) .051 •~iC - r ~ /
_ ~ <v ~ !I' ~ ~ R~ ~ ~ ~ ~ ; , i N ~ - _ i I i' ~ j, U ~ i i
- ~ ~ ~ I ' ~ p. ~ ~ - I 4 E ~ ~ 80q - _ _ , ~ ~ ~ ~ RAINGARDEN 12 ~ ~ o ( - • . , ~ ~ # ~ l u RAINGARDEN #13 - - - ~ _ . a e;. ~ i ~ ~
648 3 ~ . ~ ~ ~ ~ I i . ~ , Ili ~ ~ ~ /
. _ ar RAINGARDEN #9 X , : • ~ w ~ - ~ ~ - I,' ~ ; I-- - REVISED WET POND BMP
r PROP. MH 1 ~A U= -.kz j II RAINGARDEN #4 ,~y ~ _
_ t : ~ - 2 ~ RIM = 5 0 ~ ~ . o CROSS-SECTION ~ / ,
~ 0 0 ~ , ~ ~ RIM =650.80 ~ ~ ~ RC RAINGARDEN #11 I V. IN=642.17 C 1~1=)= _ A ~ ao ( INV. IN -644.48 ~ ~ , - -
~ o~,.~ / V. IN=640.29 CB '~"4 _ ~ ~ ( ) / NV. OUT -644.28 ~ - ~ L S
E 9 V. OUT =64 03 s., - _ - ` k- _ ~ ~ ~ ~ • i6, - 1.. _ -~i
RIM =648.2 ~ ~ 09 ~ ~ _ ~ F _ , INV. IN =643.44 i~ ~ - ~ _ .18 AC ' ' r 4'x4'x6• sub WITH ;I ~r ~ TOP OF RISER FRAME k GRAZE
. - NV. OUT -643.24 ' 1 ~ ~ F - A - _ ~ ~ 3 ATERING STRUCTURE
i. l F I I - ~ ; ~ , 4 < \ . RAINGARDEN 14 _ i TEMPORARY POOL STORAGE ELEV: 641,25 ,RDEN #14 _ ENeANInaEHr
0 ~ ' i p .073 AC - _ I (F ~ ~~I r cP F ~ ~ e 4'x4' PRECAST CONCRETE RISER RAINGARDEN #5 j , _ . 646.90; _ ArIR-SEEP cauARS ~ ELaow
- - 'PVC INY 3A.0 ' PROP. DI 5 -
R - - i PROP. DI 11 648.6~'~~ ~ CA ® - _ - _ ®0.60% ~ t ~ 64.20 l.F , ~.-8 ~ 1=30.30 LF 15~-R ~ 5 RCP ®.f n i II ~ ~PPORT END PIPE WI1N BLOCK6IG 15 RCP ® RIM =646.8
RIM =649.1 ~ ti:. pg , I , ; - , - , .8%,. UT =64 5 ~ 7.6ex pRaN To EX CATCH BASIN INV. 0 2.0 2' 15 R
~ ~ r 1 1 ~ ~ _ - _ - NV. IN =642.9 DI 0 ~ ~ Q _ ~ , ( ) ~ ~ - i - i ~ `a _ •90 f1EV. E37.0
INV. IN =642.91 (DI 9) ~ , 1,:648. ~ , ~ . iNV. OUT =642.71 ~ - x.3.53 r~- ~ ~ 6 , QD=>--- PROP. HW 14B ' , x ~ ~,a7~, ~ ~ i z r x r CONCRETE ANCH I ( 3" PVC PIPE
i o W- , ~ INV. OUT 639.95 ' ~ , ~ 3• MJ PLUG VALVE INV.-637.50
r ` X 13.5 APRON - ~ (TO REMAIN CLOSED UNLESS MAINTENANCE
- _ Pf 4 DIA. RIP RAP BUOYANCY CALCULATIONS: IS NECESSARY) PROP. 01 14
. i' , , _ - - ~ i i q , - ~ ,647.90', ~~~t ~ i I ~ MIN. DEPTH ~ RI `RIM =648.7 i' _ - _ " BMP RISER (PRECAST 4'x4'x4.25' RISER) UPWARD FORCE _ (RISER AREA){2)(62.4 PCF) -(16)(4.25')(62.4 PCF} 4243 LBS
~ - i ~ ~ IN ~ r SHELF - 'h 64 .9 1 INV. IN =641.97 DI 4 ~ pOwNwARD FORCE = O S S 150 PCF-62.4 = I' T T 87.6 = 4292 LBS 4292> 4243 USE I'xTxT CONC. ANCHOR ( ) ~ {)(u ) O( }
' 647.7 6 . i o~0 I N i INV. IN =641.54 (DI 5) - - '
- ; ~ IN INV. IN =643.55 (DI 13)-`
i ~ ~ ~ - ~ ~ IN 645.50 ~ 645 _ ~ . - ' .INV. OUT =641.34 _ , _ _
_ ,r; I I - . _ _ RAINGARDEN 15 ~ li ~ ~ _ - - • • X-SECTION THROUGH WEIR
- 15 ~ 76.00 LF _ . . . PROP. DI 15 '
0.80 - _ RCP ; ~ < RIM -645.4 _ RIP RAP WEIR - - ~ROPOaED- ' ~ TOP OF WEIR=642.00 10.0'
i , INV. OUT =640.90 ~ ~ ~ _ _ ~~aiNING ~ ~ ~
„I ~ ~ ` . ~ _ - i ~ , , PROP. FES 15A - - 4 ; - WALL 'STD. 50.02 1 • WETLANDS ~
10 _ . ~ ,,INV. 4UT 640.29 INV. OUT 634.0 UT 634.0 ~ ~ 0
~ . , ~ ~ . ~ ~ . S~fiEL~ ,.,STD. 20.16A . - x 11.75 APRON - i , STD. 20.16A _
d~•. , 3 DIA. RIP RAP l- - - ` - _ . 52 -15 X N i f _ 20' APRON
_ ` "MIN. DEPTH - ~ 9 DIA: -RfF 'RAC C GPP~ . _ A: ~RIF ~RA~ ~ 80TTOM OF WEIR=641.50
A ~ - A - 1 MIN. 14 DEPTH _ 14 DEPTH
.,n ~ - n ~ .
/ ~ n r n .n ~ ii _ Vin' n~r...A~ ~ ..n ~ n i ta--___..~^_~~ - ,r._~~ - - ~ _...1
- ~ ~
Ql \ \ ~ BASIN STRUCTURE r EX CB TEMP. POOL 4' X 4' PRECASfi, ~ EX. CB
a TC =645.11 ~ ~ 6~ ELEVATION ~ ~ X TC=635.40 ~ ~ .40 ~
- ~ ~ ~ ,CONCRETE RISER WITH -a ~ _ INV. IN -640.91 (EX.) ~ ~ ~ ~ INV. IN-633.00 =633.00 ~ COMPACTED SOIL
f ? i ORIFICE S N INV. IN =640.51 DI 15) `6~ PUBLIC R W INV. OUT=630.50 (E ( ~ SEE DETAIL THIS SHEET, T=630.50 EX ~ )
o INV. OUT =640.51 ' ~:S Ss ~ ~ n ~ ~ ~ ~n - ~ ~ ~ ~ sS n ~ :r tt ~
N ~ ~ ~ ,PERMANENT POND
'0 EX. 24 RC WATER ELEVA110N
/ H N (640.0) POOL Nl ~ ` 1 f 5 REVISED BMP TO WET POND AND STORM OUTFAILS ASH 4 4/25/05 REVISED CONTOUR FOR TREE PROTECTION YKB
~ DIMENSIONS 31 X 110 _ - - - 3 3 3 05 REVISED WATER QUALITY BASIN DETAIL ASH
2 2 11 05 ADDED RETAINING WALL ASH
20 0 20 40 60 1 1 31 05 REVISED STORM DRAINAGE ASH
Z LEGEND ~ , N m N0. DATE REVISION BY PROJECT N0,
'n SHEET TITLE 2so2D7
d 2 PROPERTY LINE - - Scale: 1 = 20 scALE AINA GE PLAN _
0 0 NG & STORM DR GRADI o 1 2 DATE
r; N 1 /17/05
- - --•-R W---- NOTE: RIGHT OF WAY / ~ 1. ALL PIPE SHALL BE CLASS III RCP UNLESS OTHERWISE NOTED RWISE NOTED, PREPARED BY ~`t11111ff~ DRAWN BY
~~i,~ PROJECT MEB
g CREEK 2. SEE RAINGARDEN SUMMARY THIS SHEET AND RAINGARDEN CA ~ CHECKED 8Y ~ ~ % RK AND RIDE NGARDEN o MALLARD CREEK PA
7 nrTA!! nAl f`LIrrT nAn~1 rnn nAlAln AnnrAl IAlrnf_'f11ATInA! ,/CAI ~1~ : ~~ss . , r . ~ . ter, ,.,r . ASH
15 UC I /AIL VIN .)r r-I I k, tvL r VR RRIINI L) UN IINr VRIV[/A I IuIV. DRAWER NO.
r DRAINAGE AREAS
RETAINING WALL NOTE: BOUNDARY._.,., 1. PE SEALED DRAWINGS FOR RETAINING WALL MUST BE Mil s CHARLEAL OTTE, NC 28262 2893 SHEET NO. i BE POST. BUCKLEY, SCHUH & JERNIGAN, INC. i
SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION. e '•SV I ~D noN. F 400 EAST TRADE STREET
DRAINAGE AREA 0.54 AC 200 77 ENTER DRIVE, SUITE 500 'NGJNE~ ' w~~~ 5 CHARLOTTE NC 8217
RFA S. NP CHARLOTT£ARfA TRANSIT SYSTEM 522-7275 PH c704 CHARLOTTE, NC 28202
a FAX [phone] / l 11 WiNW.P~SJ.COM VII I

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SAWCUT, REMOVE. & ILT,FENCE (TYP.)
CONSTRUCTION PERMANENT STORMWATER MANAGEMENT BASIN
REMOVE AND 14EPLACE
'DISPOSE OF 2f.026 SY ENTRANCE (TYP.)•
SAWCUT, REMOVE, & DISPOSE OF IS \STABILIZED (SEE DETAIL SHkT
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CURB 58.97'S�Y OF EXIST. CONC. SIDEWALK \x
FOR STORMWATER V�
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PIPE INSTALLATION 15" ALUMINIZED CM0,1 RISER BARREL TO BE
!f �� PROTEqf AND/OR RELOQATE REMOVED AND 4' X/4' RISER STRUCTURE
J+ N. PEASE/ PLACE UNDERGROUND TELECOMMUNICATIONS INSTALLED DURING ."CONVERSION OF POND
LINE, TAS NECESSARY. /COORDINATE SEE SEDIMENT RISER DETAIL SHEET C400
W/.'UTILITY CO.
SAND BAG INLET—SEE DETAIL SHEET C400
NOTE:
1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING 4. PRIOR TO CONSTRUCTION CONTRACTOR IS RESPONSIBLE FOR
WELLS HAVE BEEN ABANDONED PROPERLY. COORDINATING WITH DUKE POWER REGARDING THE PROTECTION PREPARED BY
IF WELLS HAVE NOT BEEN ABANDONED PROPERLY, AND/OR RELOCATION OF EXISTING POWER POLE IN PARKING
CONTRACTOR MUST ABANDON WELLS PER ISLAND ON SOUTHSIDE OF PROPERTY. "alloft1w I \\\,\�A CARn,//�//,
15A NCAC 2C.0113 REQUIREMENTS.
2. CONTRATOR IS RESPONSIBLE FOR REMOVAL OF
STRUCTURE REMNANTS.
3. TEMPORARY COVER CROP OF GERMAN MILLET SHALL BE
INCLUDED IN THE PERMANENT SEED MIXES. SEEDING SHALL
BE DONE AS SOON AS POSSIBLE AFTER MAJOR CONSTRUCTION
ACTIVITIES THAT ARE DISRUPTIVE TO GERMINATION HAVE BEEN
COMPLETED. ALL AREAS THAT ARE DISRUPTED SHALL BE
RE—SEEDED. SEE LANDSCAPE PLANS FOR SEED MIXES.
0 20
Scale: 1" = 20'
40 60
LEGEND
DIVERSION DITCH
Do
CMLDS STD. NO. 30.05
SILT FENCE
m m
CMLDS STD. NO. 30.06
ASH
INLET PROTECTION
ASH
CMLDS STD. NO. 30.09
ASH
GRAVEL ENTRANCE
ASH
CMLDS STD. NO. 30.11
BY
DENUDED LIMITS
---LD---LD-----LD—
LIMITS OF DISTURBANCE
DATE 1/17/05
PROPERTY LINE
DRAWN BY
MEB
CREEK
DRAM NO.
TREE TO BE REMOVED
SHEET NO.
0300
TREE TO REMAIN AND
BE PROTECTED
4 5/16/05 REVISED BASED ON DWQ COMMENTS
ASH
3 2/15/05 REVISED PER NCDENR COMMENTS
ASH
2 2/11/05 REVISED DENUDED LIMITS
ASH
1 2/2/2005 REVISED PER NCDENR COMMENTS
ASH
NO. DATE REVISION
BY
SHEET TITLE
EROSION CONTROL AND
DEMOLITION PLAN
PROJECT NO.
290207
SCA1"
" = 20'
DATE 1/17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
DRAWN BY
MEB
ASH CHECKED BY
DRAM NO.
400 EAST TRADE STREET
CHARLOTTEARE4 TRANSITSYSTEM CHARLOTTE, NC 28202
SHEET NO.
0300

GENERAL NOTES: EROSION CONTROL NOTES
1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIf~t~ID OF ANY VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED.
2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOT,, OR OTHER WOODY VEGETATION AS WELL AS OVERSIZED STONES, ROCKS,
i' FREEBOaGi~ ORGANIC MATERIAL OR OTHER OBJECTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE BEING SEE STD. N0. 30.03 FOR GENERAL NOTES CONSTRUCTED. SPILLWAYS SHOULD -NOT BE CONSTRUCTED THROUGH I II.L SECTIONS. ALL SPILLWAYS SHOULD BE LINED AND/OR RIPRAPPED. uLL sLOPE 1. ALL "STD." NUMBERS REFER TO THE MECKLENBURG LAND
TOP OF DAM _ DESIGN HIGH-WATER _ 3. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED T0~ ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEVELOPEMENT STANDARDS MANUAL.
sPILLwaY CREST L FoR LENGTH sPILLwaY - DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA IN SUCH A MANNER THAT IT WILL NOT ERODE. 2. TOTAL SITE ACREAGE = 3.00 AC
REMOVaeLE TRASH RACK Is oPr1oNAL 4. THE TRAP SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NECESSARY.
FoR EASE IN MAfNTENANCE. 5. CONSTRUCTION OPERATION SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION IS MINIMIZED. WELDED TO CMP RISER _,____aNTI-VORTEX PLATE z' MI 3. TOTAL DISTURBED AREA = 2.63 AC
2 6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER, UNLESS CERTIFIED BY REGISTERED GEOTECHICAL ENGINEER. COMPACTED BERM
RISER CREST r TRASH RACK i i A IN K T H ULD BE PROVIDED WITH EROSION C TR AN TA ILIZATION, F 7. SEDIMENT B S EMBAN MEN S S O ON OL D S B N INISh FINISH 4. GRADING & CONSTRUCTION ACTIVITIES ARE TO BE PHASED SUCH THAT
' CMP PERFORATED RISER 8. STORAGE AREA IS SHOWN AS RECTANGULAR FOR ILLUSTRATIVE PURPOSES ONLY, AND MAY BE CONSTRUCTED IN ANY SHAPE PROVIDED THE MINIMUM ~''``~A7UR' x _ NAr~RALGRaDe THE SEDIMENT BASINS ARE MAXIMIZED AND REMAIN IN PLACE FOR AS
SEDIMENT CLEAN our ELEV. STORAGE VOLUME REQUIREMENT IS MET. THE BASIN SHOULD ALSO BE ORIENTED SUCH THAT THE FILTER AND THE MAIN FLOW OF WATER AND {REF. NOTE-3, STD. N0. 30.03) ~5 NASFILTDER RIP-RAP APRON SEDIMENT ARE ON OPPOSITE ENDS ON THE LONGER BASIN DIMENSIONS. GROUND LONG AS POSSIBLE. DURING CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ADDITIONAL DIVERSIONS AS NECESSARY TO
STO E N - 9. REQUIRED STORAGE IS 1800 CUBIC FEET OF STORAGE VOLUME PER ACRES OF DRAINAGE AREA. IF CLEAR WATER FROM UNDISTURBED AREAS IN _ CONVEY ALL POSSIBLE RUNOFF INTO THE BASINS, NO SEDIMENT BASIN IS
DRAINAGE BASIN ARE TAKEN AROUND OR THROUGH THE DENUDED AREA BY NON EROSIVE MEASURES THEN BASINS MAY BE SIZED BY DENUDED ACRES. CLEAN OUi DISCHARGE PIPE (BARREL) TO BE REMOVED UNTIL THE ENTIRE CONTRIBUTING DRAINAGE AREA HAS
sraKE RECOMMENDED STORAGE IS 1800 CUBIC FEET OF STORAGE PER ACRE OF DRAINAGE AREA. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO 8E BEEN STABILIZED AND THE INSPECTOR NAS GIVEN HIS APPROVAL.
10. THE LENGTH OF THE STONE OUTLET (SPILLWAY) IS TO BE BASED ON A 10 YEAR STORM. BOTTOM OF BASIN WHEN ER TOPOGRAPHY ALLOWS THE BASIN LENGTH SHOULD BE TWICE H I WI TH TO ALLOW FOR SETTLING. AFL S
1 t. EV (2X) T E BAS N D B F E o SHOULD BE PROVIDED IN THE BASIN WHERE THE LENGTH IS LESS TITAN TWICE THE WIDTH. ~qTU Rq~ 5. ANY EXISTING STRUCTURES ARE TO BE DEMOLISHED AND DISPOSED OF WIDTH AND cROO ACCORDING TO MECKLENBURG COUNTY STANDARDS AND SPECIFICATIONS.
1 DEPTH TO BE DESIGNED NO
ANTI-SEEP COLLARS 12, CLEANOUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT Tlil LOW POINT IN THE BASIN. THE STAKES SHALL BE MARKED I CONC. aNCHOR _ I SG?E, arr. AND saaclNC VARIES SHOWING THE HALF FULL, CLEANOUT POINT, OF THE BASIN. BY ENGINEER (1' MIN) 6. CONTRACTOR SHALL INSTALL SEDIMENT CONTROL FENCE, SEDIMENT
S 13. SAFETY FENCING 3' HIGH SHOULD BE PLACED AROUND ALL SEDIMENT BASINS. BASINS, AND TEMPORARY DIVERSION DITCHES PRIOR TO CLEARING
14. FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTIi CAROLINA DEPARTMENT OF ENVIRONMENT, OPERATIONS. DURING CUT/FILL OPERATIONS, THE CONTRACTOR SHALL
DATA BLOCK HEALTH, AND NATURAL RESOURCES, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. NOTE: RE-ESTABLISH DEVICES AS REQUIRED. ALL CONTROL DEVICES SHALL BE IN
RISER BARREL BARREL SEDIMENT 15. FOR SLOPES GREATER THAN 10' IN LENGTH AND PROTECTED 8Y SILT FENCE AT THE TOE OF THE SLOPE, SLOPE TERRACING WILIBE REQUIRED. DIAMETER DIAMETER SLOPE D S Y H Z L STORAGE REQUIRED 16. THE BERM ON SEDIMENT BASINS SHALL BE SEEQEQ ONCE FINAL GRADE HAS BEEN REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION PLACE AT THE END OF EACH WORK DAY. 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM 7. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL
10' 3852 CF HAS BEEN GRANTED BY THE CITY/COUNTY LAND DEVELOPMENT INSPECTOR AFTER THE GRASS HAS GERMINATED AND STABLE GROUND HA5 BEEN 15" 15" 7.69% t' 2' S' 4' 3' ) ESTABLISHED.
DATA BLOCK TO BE COMPLETED BY DESIGNER AND SUBMITTED WITH EROSION CONTROL PLANS. REVISIONS 17. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT FENCE IS PLACE AT REVISIONS REVISIONS PERMIT FROM THE ZONING ADMINISTRATOR. DATE DESCRIPTION
REVISIONS N0. DATE DESCRIPTION THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER COURSE WHERE 50' OF BUFFER No. DATE DESGI N0. DATE DESCRIPTION 1 10/95 DELETED NOTES 17 IS NOT PROVIDED, 1 10/95 ADDED NOl 10/95 ADDED NOTE 1 8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
1 10/95 ADDED COL TO DATA BLOCK ANO PART OF 14 NOTE: 2 5/99 REVISED NOTE 2 VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS
s/95 DpA. REFERENCES k DATA BLOCK i. THE RISER/BARREL SHALL BE DESIGNED TO CARRY THE 2-YEAR STORM r II/99 ADDED NDTE 3 8/2000 REVISED NOTES 7,9,15&1s APPROVED DATE APPROVED DATE SUBJECT TO A FINE.
2. SEE STD. N0. 30.03 FOR GENERAL NOTCS APPROVED DATE ADDED NOTE 17
CHARLOTTE HARLOTTE -MECKLENBURG 9. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CHARLOTTE -MECKLENBURG CHARLOTTE MECKLENBURG LAND DEVELOPMENT - LAND GENERAL N T S DIME T N NO E SE BASINS CONTROL PLAN IS A VIOLATION OF THE CITY/COUNTY EROSION CONTROL LAND DEVELOPMENT oRDIN,gNCE AN I U J cT To A FINE. STD. N0. REV. D S S B E
LAND DEVELOPME T SEDIMENT BASIN . ND Ev. STD. ND. RED. RISER TYPE NDARDS STANDARDS S. STANDARDS 30.05
STA 30.01 30.03 10. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
NOTES: CONSTRUCTION SEQUENCE SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
1. A STABILIZED ENTRANCE PAD OF 2-3 INCH WASHED AGGREGATE STONE 1t1~ RAIL ROAC BALLAST SHALL BE LOCATED WHERE SILTSACK® DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART C I~®
TRAFFIC WILL ENTER OR LEAUE THE CONSTRUCTION SITE ONTO A PUBLIC ~IREET. SPECIFICATIONS - OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED DNS 1. OBTAIN EROSION CONTROL PLAN APPROVAL FROM NCDENR. SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF COMPLETION
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AC ~ BASE FOR THE CONSTRUCTION ENTRANCE. NOTE: THE SILTSACK IMLL BE MANUFACTURED FROM A WOVE .D FROM A WOVEN POLYPROPYLENE OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
ON ITION WHICH WILL PREVf-N f TRACKING OR FLOWING OF SEDIMENT FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFI 3. THE ENTRANCE SHALL BE MAINTAINED IN A C D aLLOW1NG SPECIFICATIONS. WITHIN 30 DAYS. 2. SET UP A ON-SITE PRECONSTRUCTION CONFERENCE WITH
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL EXPANSION REGULAR FLOW SILTSACK LAND QUALITY SECTION, MOORESVILLE REGIONAL OFFICE PRIOR
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. RESTRAINT (FOR AREAS OF LOW TO MODERATE PRECIPITATION AND RUN-t ~naN AN RUN-OFF TO STARTING CONSTRUCTION. 11. ALL SLOPES MEASURING 3:1 OR STEEPER ARE TO BE STABILIZED
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC ~1REETS MUST BE REMOVED IMMEDIATELY. D ~ USING NORTH AMERICAN GREEN S75BN EROSION CONTROL MAT OR (
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT i'RIOR TO ENTERING A PUBLIC STREET. WHEN PROPERTIES 1ESi METHOD UNITS uNlTS 3. INSTALL SEDIMENTATION CONTROL DEVICES (SILT FENCE, INLET APPROVED EQUAL). ALL EROSION CONTROL MAT IS TO BE INSTALLED PER
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH 1'i~USHED STONE WHICH DRAINS INTO AN PROTECTION, SEDIMENT RISER BASIN, ETC.) AS SHOWN ON MANUFACTURER SPECIFICATIONS.
APPROVED SEDIMENT BASIN SEE STD. N0. 30.118. GRAB TENSILE STRENGTH ASTM D-463; ASTM D-4632 300 LBS PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE ASTM D-4632 20 % DEVICES. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES 12. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY STD. 10.24 & 11125) TO GRAB TENSILE ELONGATION ASTM D-463; ( PUNCTURE ASTM D-483; ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFAi~I_ MULLEN BURST ASTM D-378E ASTM D_4833 120 LBS REQUIRED 13Y A REPRESENTATIVE OF THE CITY COUNTY ENGINEERING
TRAPEZOID TEAR ASTM D-453; ASTM D 3786 800 PSI WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS. / ASTM D-4533 12o LBS NEEDED REPAIRS WILL BE MADE IMMEDIATELY. DEVICES SHALL BE DEPARTMENT.
UV RESISTANCE ASTM D-435! ASTM D-4355 80 ~ MAINTAINED ACCORDING TO THE NC EROSION AND SEDIMENT
ioo' MIN, APPARENT OPENING SIZE ASTM D-475 FLOW RATE ASTM D-449 ASTM D-4751 40 US SIEVE ASTM D-4491 4o GAL/MIN/s~T Fr CONTROL PLANNING AND DESIGN MANUAL. 13. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
PUBLIC STREET ASTM D-449 PERMITTIVITY ASTM D-4491 0.55 SEC -1
4. CONTACT LAND QUALITY SECTION, MOORESVILLE REGIONAL 14. A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING
EXISTING GROUND'S OFFICE FOR ON-SITE INSPECTION. WHEN APPROVED, LAND EXCEEDING ONE ACRE WHICH WAS NOT INCLUDED IN A PREVIOUSLY
SOIL STABILIZATION FABRIC H-FLOW SILTSACK UNDER 2-3 INCH WASHED AGGREGATE STONE FOR AREAS OF MOUcRATE TO HEAVY PRECIPITATION AND RUN QUALITY SECTION, MOORESVILLE REGIONAL OFFICE ISSUES THE APPROVED GRADING PLAN. ITATION AND RUN-OFF) GRADING PERMIT. BEGIN CLEARING AND GRUBBING AFTER PERMIT
( ISSUANCE. 15. ALL St I)IMENT & EROSION CONTROL DEVICES SHALL BE CONSTRUCTED
1ao' MIN PROPERTIES iESi METHOD UNITS uNItS IN ACCORDANCE WITH THE GUIDLINES SET FORTH IN THE MECKLENBURG
5. INSTALL DI #16 AND 36" RCP AS SHOWN. LAND DEVELOPMENT STANDARDS.
~ ~ GRAB TENSILE STRENGTH ASTM D-463; w GRAB TENSILE ELONGATION ASTM D-463, ASTM D-4632 265 LBS ASTM D_4632 2D % 6. PERFORM ROUGH GRADING FOR SITE. ~ 16. ARMY CORP OF ENGINEERING PERMIT #404 OR #401 REQUIRED FOR
w PUNCTURE ASTM D-483. ASTM D 4833 135 LBS
~ MULLEN BURST ASTM D-3781 Ut ~ TRAPEZOID TEAR AS1}~ D-453. z ASTM D-3786 420 PSI GRADING IN LAKE BED, STREAM, OR WETLAND. (CATS WILL BE HANDLING ASTM D-4533 45 LBS 7. INSTALL SANITARY SEWER AND WATER. OBTAINING ARMY CORP OF ENGINEERING PERMIT FOR THIS PROJECT).
~ U UV RESISTANCE ASTM D-435; ASTM D-4355 90 % ASTM D-4751 20 US SIEVE
~ ~ APPARENT OPENINJ SIZE ASTM D-475 m FLOW RATE ASTM D-449 ASTM D-4491 200 GAL/MIN/SQ FT 8. INSTALL STORM DRAINAGE SYSTEM. CAP DRAIN LINE INVERTS
REVISIONS ~ PERMITTIVITY ASTM D-449 N0. DATE DESCRIPTION ~ ASTM D-4491 1.5 SEC -1 FROM RAIN GARDENS AT DROP INLET STRUCTURES. DO NOT
1 8/95 WASHED STONE SIZE - INSTALL PERFORATED RAIN GARDEN DRAIN LINES UNTIL RAIN FILTER FABRIC TO
1 7/00 DELETE NOTE 6 GARDENS HAVE BEEN EXCAVATED. IMMEDIATELY PLACE SILT BE PLACED BETWEEN SACKS AT DI 7, 6, 9, 10, 11, AND 15 TO PREVENT SILT FROM FRAME AND GRATE
APPROVED DATE ENTERING STORM DRAINAGE SYSTEM.
SAND BAGS AS
CHARLOTTE -MECKLENBURG USE ACF ENVIRONMENTAL SILT SACK OR EQUIVALENT 9. PERFORM FINE GRADING FOR SITE. REQUIRED (TYP.)
LAND DEVELOPMENT I IZ D CONSTRUCTION ENTRANCE Rte. STAB L E
STANDARDS 3o.11A 10. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED 't';i~:~}T~
GRADE. (SEE SEEDBED PREPARATION NOTES, SEEDING FLOW '~~=`M,;,~, FLOW
SPECIFICATIONS, AND EROSION CONTROL NOTES NUMBERS 9, 10, ~.!tJ+FjM~„~' 'K.~j 'r r~
& 12 . )
TALL CURB AND GUTTER AND CONCRETE FLUMES TO RAIN 11. INS
GARDENS. INSTALL STONE BASE AND INTERMEDIATE ASPHALT
STEEL POST 8' MAX. STEEL POST COURSE.
WIRE FENCING WIRE FENCING
12. REMOVE SILT SACKS AFTER UPSTREAM AREAS HAVE BEEN
z FILTER FABRIC PAVED AND STABILIZED.
~ ~ SEE APPROVED TREE NOTES: WOVEN FlLTER FABRIC o I I 13. EXCAVATE FOR RAIN GARDENS. INSTALL PERFORATED DRAIN =
PRESERVATION PLAN FOR 1\ ~ 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT, n LL m OQ~ 4 g~ REQUIRED RADIUS 1 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. o ~ LINES AND RAIN GARDENS. -
OF TREE BARRIER ~ 3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION a F``~
STANDARDS MANUAL FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION. 0 14. REMOVE SILT AND CONVERT SEDIMENT RISER BASIN TO = _
/ I i n LANCHOR SKIRT 6" MINIMUM WATER QUALITY BASIN. _ MINIMUM - -
- r IN LIEU OF BURYING SKIRT, 6" OF Nc sKIRr, s° of 15. PLACE ASPHALT SURFACE COURSE, - -III-III- - -
)E5 WASHED STONE MAY BE USED :MAY BE USED
OVER TURNDOWN. 16. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED
GENERAL NOTES: STEEL POST IN ACCORDANCE WITH THE NC EROSION AND SEDIMENT CONTROL BAGS SHALL BE PLACED ON SIDE(S) THAT
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. WIRE FENCING PLANNING AND DESIGN MANUAL, US DEPT. OF AGRICULTURE, US FLOW ENTERS THE STORM STRUCTURE.
~ ~ 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN Z SOIL CONSERVATION SERVICE, CHARLOTTE-MECKLENBURG LAND
6 / \ FOR A PERIOD OF MORE THAN 30 DAYS. g FILTER FABRIC a~ ~ 1 DEVELOPMENT STANDARDS, AND THE CHARLOTTE-MECKLENBURG oNE ENGINEERING DEPT. N D BAG INLET
~i 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE o w o ~5 WASHED STONE ~ SELF-FASTENER ANGLE STEEL TYPE. ~ m OQ~ SA
a o ~ ~ ~y;v a ~ ~ ~ 4. WIRE FENCING SHALL BE AT LEAST X10 GAGE WITH A MINIMUM OF a w n F ONTIN SLY (SAND BAGS AND FILTER FABRIC) 17. THE CONTRACTOR SHALL DILIGENTLY AND C UOU
6 LINE WIRES WITH 12" STAY SPACING. MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO
~ 5. TURN SILT FENCE UP SLOPE AT ENDS. S PLAN VIEW OF ROOT ZONE MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE
tv 6. WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. CONTACT WITH THE COUNTY INSPECTOR SO THAT PERIODIC Rr INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
~d 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: ANCHOR SKIRT 6' MINIMUM A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) CONSTRUCTION.
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET
v OR LESS AWAY MAINTENANCE NOTES: o FOR PRUNING SEE ONE FOOT FOR EACH
NATIONAL ARBORIST INCH OF TRUNK DIAMETER w 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE 1. FILTER BARRIERS SHALL IN ED BY THE FINANCIALLY ~ z WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH 2 2 15 05 REVISED PER NCDENR COMMENTS ASH
o ASSOCIATION SPECS. OR 1/2 HEIGHT OF TREE ~ ( RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. U WHICHEVER IS GREATER a {REFER TO SWIM BUFFER GUIDELINES). ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 1 2 2 05 REVISED PER NCDENR COMMENTS ASH
7 6 MINIMUM WIDTH o 2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END ~ FOR 2" CAL TREES 6" BARK OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE N0. DATE REVISION BY
~ - ULCH, REVISIONS FABRIC SHALL BE REPLACED PROMPTLY. PROJECT N0. SHEET TITLE 2so2o7
v TREE LIMB ' ' ' LACE BARK N0. DATE DESCRIPTION ~ REMOVAL DEAD TREES AND SCRUB OR UNDER `o MULCH AT AREAS 1 8/95 REVISED NOTE 3 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
v GROWTH SHALL 8E CUT FLUSH WITH I 10 95 REVISED MAINTENANCE HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN o NOT PROTECTED 2 / PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM 'm ADJACENT GRADE. NO GRUBBING BY BARRIER. NOTES 1 AND 3 TO THE EXISTING GRADE, PREPARED AND SEEDED. CON OL DETAILS & S~A~E EROSION TR N.T.S.
o ALLOWED UNDER DRIP LINE. 'PROVED DATE NOTES 01 /17/05
N 3 11/99 REVISED NOTES 4,5,6,&7 APPROVED DATE 0 2x4" STANDARDS + 1x4" RAILS PREPARED BY ,111111~~ DRAWN BY
REVISIONS I~MAY eENUSEOAFETY FENCING ~ CHARLOTTE -MECKLENBURG N0. DATE DESCRIPTION ~~ii, PROJECT MEB CARp CHECKED BY
= _ _I I I-_~ LAND DEVELOPMENT TEMPORARY SILT EN C E TD. ND. EV. - - - F TD. ND. EV R ~ RIDE PARK AND MALLARD CREEK
~ I-I 11-I I I-I I I~ I I-III- cm n r`rn n nnc 1 ~ a~.•~erkES~lr/,; . ti~ ~ ASH
L_V - V .J 1Li1V L L'1 16 L ...D -i i 30.0 30.06 1712 J.N. PEASE PLACE DRAWER NO.
s APPROVED DATE U
d _ SEAL CHARLOTTE, NC 28262 289 3 - SHEET NO.
CHARLOTTE - MECKLENBURG POST SUCKLEY SCHUH d JERNIGAN, INC. ~nn~ iI V i tJ L ~
TREE PROTECTION DETAIL LAND DEVELOPMENT 400 EAST TRADE STREET NCI EF . 5200 77 CENTER DRIVE, SUITE 500 i~ 9 , • N,, `J~
STANDARDS 40.0 CHARLOTTE NC 28217 \4- PH 522-7275 ~RFA S. CHARL07T£AR£ATRANSITSYSTEM (704)
a FAX CHARLOTTE, NC 28202 704 525-2838 WWW.PBSJ.COM 111111 ~

ACCESSIBLE PARKING REQUIREMENTS SIGNAGE~~ ACCESSIBLE ROUTE - -1r 1- /z' o
GENERAL NOTES: TOTAL PARKING SPACES MINIMUM NUMBER MINIMUM NUMBER OF ® © ® © (SEE NOTE 3) SUPPLEMENTAL ACCESSIBLE SIGN (R7-6e) USED IF o ~ ~ THERE IS ONLY ONE REQUIRED ACCESSIBLE PARKING .r-... .
PROVIDED OF ACCESSIBLE SPACES ACCESSIBLE SPn~ F5 REQUIRED - 1. AGROOVE JOINT 1' DEEP WITH 1~8' RADII SHALL BE REQUIRED SPACES REQUIRED TO BE VAN nI OESSIBLE IN THE CONCRETE SIDEWALK AT 5 INTERVALS. ONE 1/2" SEE STD. NO SPACE (MUST BE VAN ACCESSIBLE) AND AT EACH I - ADDmONAL REQUIRED VAN ACCESSIBLE SPACE. (SEE - - - _ - - . , •
,e. EXPANSION JOINT WILL 8E REQUIRED AT 45' INTERVALS NOT TO 1 TO 25 1 i 50.09 FOR EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOIFlT IN DETAILS STD. N0. 50.106) ~ '
•'.Y ADJACENT CURB. A SEALED 1/2 EXPANSION JOINT WILL BE 26 TO 50 2 I y P • " REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCNRE. 51 TO 75 3 I - - I I
2. SIDEWALK AT DRNEWAY ENTRANCES TO BE 6" THICK. 76 TO 100 4 I ;;y _
r.. ,.,.t,' 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A - 8.5' 8' 8.5' S' 8.5' MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CEN1fftAl. BUSINESS 101 TO 150 5 1 _
DISTRICT WILL BE DETERMINED BY THE CITY COUNTY ENGINEER. VAN / 151 TO 200 6 1 CSPACIEL
4. WIDTH OF SIDEWALKS ON NON-THOROUGHFARE STREETS SHALL 201 TO 300 7 1 VAN --y G
GROOVE JOINT IN SIDEWALK BE A MINIMUM OF 4'. 1 ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT 5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING 301 TO 400 8 NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE. - ACCESSIBLE f SIGN R7-6e ~~:s
STREETS. 401 TO 500 9 2 W - VAN - SIGN R7-6e RESERVED AccESSIELE
6. CONCRETE COMPRESSNE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS. PARKING SPACE PAVEMENT MARKINGS 501 TO 1000 2R OF TOTAL 1 IN EVERY B ACCESSIBLE SPACES - 3/6" (TYPICAL) PARKING - - - RESERVED - PARKING
1/8" RADIUS JOINT SEALER B C - 3/8" (TYPICAL) vim. - - --SIGN R7-6o -
1001 AND OVER, 20 PLUS 1 FOR 1 IN EVERY 8 U l~ EACH 100 OVER 1000 ACCESSIBLE SPACES T _ . GS20-37.6
e VYTOV4' SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILRIES ACT (ADA). VAN R7-8e RESERVED - - ~ ~ ~ _ _ SIGN R7-6a
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES ACCESSIBLE 12"x6" PARKING MUTCD PARKING ~ ' R1-1 ~ 12"x18" MUTCD
v, ~ DISABLED ~ ° a 1. ALL 12"x18" ACCESSIBLE SIGNS (R7-Ba & R7-1) RESERVED R7-Bo R7-BD MAXIMUM MAXIMUM PENALTY SIGN R7-6D
1/2" EXPANSION JOIM (SEAL TO MAKE WATERTICFiT) SHALL BE MOUNTED AT 7 FEET FROM GRADE PARKING PASSENGER 12"x18" ' a' ' ' ~ ` ~ TO 80TTOM EDGE OF SIGN FACE (MUTCD). MUTCD PENALTY ~-SIGN R7-8D k' t 2so LEGEND AND BORDER -GREEN Z $ 250 i
b MOUNTING HEIGHT CAN BE REDUCED TO R7-8o LOADING o? 5 FEET IF PLACED IN AN AREA BETWEEN 12"x18" ONLY BACKGROUND -WHITE ~ ¢ R7-6e o ° n~ n~
JOINT FILLER SIDEWALK ANO BUILDING FACE IN WHICH y ~,i PEDESTRWJS ARE NOT EXPECTED TO USE. ~ o DIMENSIONS (INCHES) ~ ~ SIGN APPROVED FOR USE N o
V7 • •PROPOSED CURB & CUTTER 2, REFER TO MANUAL ON UNIFORM TRAFFC CONTROL DEVICES, (MUTCD) REQUIRED ACCESSIBLE MAXIMUM R7 SD U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY 12"x9" UNDER GENERAL STATUTE 20-37.6 0 ~ z A B C 0 E F G H J K L ~ z
TRANSVERSE EXPANSION PROPOSED 4" CONCRETE SIDEWALK DEPARTMENT OF TRANSPORTATION SUPPLEMENT. j 250 ~ ~ 12 6 3/B 3/6 1-1/2 1-1/2D 1/2 10 2-1/2 4 1-1/2 ~
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN MAXIMUM JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS RAMPS ARE REQUIRED AT LOADING ZONE AREA PENALTY R7-8D SEE STANDARD N0. 50.10C FOR w FlNISHED GRADE + INCRElSE SPACING 50% N FlNISHED GRADE D-FHWA (FEDERAL HIGHWAY ADMINISTRATION/USDOT)
N IN CONCRETE SIDEWALK ; 2so 12"xs" SUPPLEMETAL SIGN DETAIL R7-6D PENALTY SIGNS ARE REQUIRED TO SERIES D LETTERS REVISIONS ACCOMPANY ALL R7-Ba PARKING SIGNS , r ; REVISIONS ERECTED AFTER DECEMBER 11,1990 - -e ?
REVISIO S REVISIONS N0. DATE DESCRIPTION N0. DATE DESCR 1 01/98 dd 8a&8e/f 10. DATE DESCRIPTION = N0. DATE DESCRIP110N - - N D ROR R -GREEN = I - - LEGE D AN DE - I " I - 6 Chan a Si ns 1 07 96 dd a&6e 01/98 dd 8a&6e/Change Sign / / 9 -
SEE STANDARD N0. 50.106 & 50.tOC FOR SUPPLEMENTAL SIGN DETAL _ _ - BACKGROUND -WHITE _ - I - - -I -
APPROVED DATE APPROVED DATE APPROVED DATE
CHARLOTTE -MECKLENBURG CHARLOTTE -MECKLENBURG CHARLOTTE ACCESSIBLE PARKING AND CHARLOTTE -MECKLENBURG CHARLOTTE -MECKLENBURG PPLEMENTAL ACCESSIBLE SUPPLEMENTAL ACCESSIBLE SU
LAND DEVELOPMENT CONCRETE SIDEWALKS LAND DEVELOPMENT LAND ] SIGNAGE STANDARDS s7 LAND DEVELOPMENT LAND DEVELOPMENT SIGN R7-8D SIGN R7-8e
STANDARDS 10.22 STANDARDS 50,10A STANDARDS 50.10C STANDARDS 50.10B
1 1/2" - - NOTES: ~ 1 5/B° 1 5/8" H NOTES:
1 1/2 --I E E 1. CLASS OR MEDIAN ' TO BE DESIGNED B' CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER.
~ 2, REFER TO THE CHA REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
~ RIPRAP APRON DES ~ G ~ G RIPRAP APRON DESIGN STANDARDS,
iv 3. RIPRAP SHOULD EX D OF THE PIPE OR C RIPRAP SHOULD EXTEND UP BOTH SLOES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF TACK COAT (PLACE 1 1/2" SURFACE COURSE (S-9.56), TYPE B
CONTRACTION JOINT n 2.1 AND A HEIGHT BACK OF CURB SEE STD. 10.178 GENERAL NOTES N CULVERT HEIGHT. 21 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. PLAN JUST PRIOR TO FINAL
THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE 1 1/2" SURFACE COURSE) 2" INTERMEDIATE (I-19.0)
~ 4. THERE SHALL BE N SURFACE OF THE F SURFACE OF THE RECEMNG CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BEAT THE
2'-6" CURB AND GUTTER ~ SHALL BE UNDERCI 1'-6' CURB AND GUTTER M II II F APRONGSHALL(HAVE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEMNG CHANNEL THE 7" AGGREGATE BASE COURSE (ABC) APRON SHALL HAVE A CIJfOFF OR TOE WALL AT THE DOWNSTREAM END.
THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
'LIP OF GUTTER/EDGE OF PAVEMENT ~ 3'-6" 5. THE WIDTH OF THE 1'-7 5/6" 1'-7 5/B" PLAN OF f AM WIDTH OF THE REC ...........................io................,..,..,..,..............i..... WIDTH OF THE RECEMNG CHANNEL. MAXIMUM TAPER TO RECEMNG CHANNEL 5:1 i r~ COMPACTED SUBGRADE
......................y....................,.... CAST IRON PLAN OF GRATING 1/B. 1/B. 6. ALL SUBGRADE TOR ALL SUBGRADE TOR STRUCTURE TO BE COMPACTED TO 957 OR GREATER. - I -II II I ~
CAST IRON 7. THE PLACING OF Fl t' i' 3'-3 3/4' CHANNEL SHALL Nt THE PLACING OF FlLL, EDTiER LOOSE OR COMPACTED IN THE RECEMNG i CHANNEL SHALL NOT BE ALLOWED. ~ r B B TYPICAL BITUMINOUS PAVEMENT SECTION
1/8" 1'-7 5/8' 1'-7 5/8' /8. 1'-2' i/8 8. NO BENDS OR CUR NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON °
PLAN VIEW 2• i/8' 3/a' 3/a"- WILL BE PERMITTED WILL BE PERMRTED,
NOTES. ~ 1' DEPRESSIO 2 1, TRANSmON TO BE ALONG BACK OF CURB. 1/2" RADIUS f-0' 4 2. 9. DEPENDING ON SOI PAVEMENT NOTES: DEPENDING ON SOIL CONDRIONS, WASHED STONE Oft FlLTER FABRIC W
WILL BE NECESSAR 3° RADIUS ~ I 3 -1 3 4 i _ 2 1/8" WILL BE NECESSARY UNDER RIP RAP. 1. REFER TO SUPER PAVE SPECIFICATIONS BY NORTH CAROLINA 5. THE PAVEMENT DESIGN IS BASED ON AN DEPARTMENT OF TRANSPORTATION (NCDOT) "STANDARD SPECIFICATIONS ESTIMATED CALIFORNIA BEARING RATIO (CBR)
SECTION G-G 2 1/8 3'-s" 10. ANY DISTURBED AR ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL FOR ROAD AND STRUCTURES". VALUE OF 4%, IF THE SOIL TYPE OF THE MUST BE STABILIZED. NATURAL GRADE W UPPER TWO (2) FEET OF THE FILL UNDER
y 1/a" RAnlus SECTION E-E MUST BE STABILIZE 2. A THICKNESS TOLERANCE OF 10.25 INCH FOR THE ASPHALTIC PAVEMENTS IS CONSIDERED DIFFERENT, A
° I~ I 1. 1. RIP RAP ~ COURSE BASE SHALL BE UTILIZED AS THE THICKNESS ACCEPTANCE AND LABORATORY CBR TEST SHOULD BE PERFORMED
d.. 1/ " I I ' ~ PAVEMENT CRITERIA. AND THE PAVEMENT SECTION SHOULD BE H REEVALUATED IN WRITING BY A GEOTECHNICAL.
1 3 16'^1 F^ / / 3. WHERE PRACTICAL, THE PAVEMENTS SHALL BE PLACED/ ROLLED ENGINEER FROM PSI.
~--tom I 3/a' 3/a' SECTION H-H 4 2 WITH JOINTS PERPENDICULAR TO SURFACE WATER RUNOFF. 6. ALL PAVEMENT MATERIALS AND
REVISIONS 1'-6" CURB AND GUTTER REVISIONS 2" N0. DATE DESCRIPTION N0. DATE DESCRIPTION I I N0. DATE DESCRIPTI 4. ANY GAPS BETWEEN ADJOINING PAVEMENT SECTIONS SHALL BE CONSTRUCTION PROCEDURES SHOULD CONFORM DaTE DESCRIPTION NOTE: LAYER OF FlLTER FABRIC SEALED TO PREVENT INFILTRATION OF WATER INTO THE PAVEMENTS TO NCDOT AND/OR APPROPRIATE CITY OR
2 1/8" F--2'-1 3/a"--i 2 1/B" 1 Sf99 NOTES 9& 10 5/99 NOTES 9 & 10 REMOVED WASHER MWIMUY H~2/3 PIPE DW/ETER SUBGRADE. COUNTY REQUIREMENTS.
2'-6" STONE FROM SE STONE FROM SECT. B-B SECTION B-B
APPROVED DATE SECTION F-F APPROVED DATE APPROVED DATE
CHARLOTTE -MECKLENBURG CURB TRANSITION CHARLOTTE -MECKLENBURG CHARLOTTE " HARLOTTE -MECKLENBURG
„ FRAME AND GRATE LAND DEVELOPMENT 2 -6 CURB AND GUTTER TO R LAND DEVELOPMENT LAND D~ LAND DEVELOPMENT RIPRAP APRON AT PIPE OUTLETS NQ. REV.
> STANDARDS FOR DROP INLET STANDARDS 1 -6 CURB AND GUTTER 10.20 20.14 a STA STANDARDS 20.23
NOTES: 3/4" OPENINGS FOR N0. 5 BARS
i. WHERE A TYPE III DRNEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT 9" 2-1/2" iJO. 5 BARS
OF TRANSPORTANTION (COOT) THAT CONNECTS TO AN EXISTING SIGNALIZED INTERSECTION OR AT A LOCATION WHERE A TRAFFC SIGNAL INSTALLATION TRUNCATED DOMES COLORED a ~ r , , n BACK OF WALK
IS PROPOSED BASED BY COOT ON A TRAFFIC IMPACT/SIGNAL WARRANT PER STD. N0. 10.358 STUDY, A FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED. 3'-0" MIN. COMINUOUS PASSAGE I a a a a_ e' I . a FACE OF CURB e . FIOWLINE
THIS PAVEMEM DESIGN IS REQUIRED IN THE DRNEWAY EASEMENT (100-FOOT BACK OF WALK MINIMUM) TO MAINTAIN DETECTOR 100P5 AND PAVEMENT MARKINGS. A TRAFFC SIGNAL WILL DE INSTALLED ONLY IF COOT DETERMINES THAT ONE IS NECESSARY a.. a a e.
2 C' BASED ON A TRAFFC STUDY OF CURRENT CONDITIONS. m 2" CLEAR 14" 15" 14" 15" 14"
2. A CONCRETE CUTTER TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAfFlC SIGNAL 5' m m LOCATIONS. AT THESE LOCATIONS ADDHIONAL DRNNAGE REQUIREMEMS WILL 8E NECESSARY x y ~ N~ BACK OF CURB 6'-0"
TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRNEWAY CONNECTION. a; EXP.+JDINT P. JOINT ; 1'-6" CURB AND GUTTER SIDEWALK 2 2'-5" N0. 5 BARS, DRIVE BARS
3. THE DRNEWAY MUST RISE 6" FROM THE GUTTER LINE TO PREVENT RUNOFF FROM (STANDARD N0. 10.17A) A-?j ~-A ENTERING DRNEWAY. ~ 1-1 /2" BELOW TOP OF STOP s'-o° ARIES- - s'-o"
4. FOUR (4) FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS ELEVATION
DRNE IF THE DIRVEWAY GUTTER SLOPE IS GREATER THAN 27. VARIES - MINIMUM ENTRANCE FOR 2 LANES FLOWUNE OF TRAFFIC IS 26' FACE TO 6'-0' 4'-0' 6'-0" CUTTER UP 3-3/4" 3" 2 N0. 5 BARS
FACE OF CURB. FACE OF CURB COMINUE JDINf AT ACCESSIBLE SIGN POSE
~ 5' TRANSITION FROM 4' WALK VIEW_PARALLEL RA611P BACK OF CURB TRANSITION FROM 2'-6" CURB TO 5' WALK. ALL WALKS MUST SLOPE "A" 12:1 6" a.'_ I ° AT ACCESSIBLE PARKING o.., ONLY (AS SHOWN ON PLAN)
To 1'-s" CURB AND GUTTER IN BE A MIN. 5' WIDTH AT RAMP. WTTHDLTT PLANTING STRIP 20'-0" PER STANDARD N0. 10.20 SLOPE "B" 1/4"/FT ACCESSIBLE RAMP SLOPE NOT TO EXCEED 12:1
1/2' EXPANSION JOINT (TYPICAL SLOPE "C" 5/8"/Ff END OF EACH RADIUS) ~ c
RIGHT OF WAY IXPwJ01Ni 3'-0" MIN. COMINUOUS BACK OF WALK M ~ I M a i/4" PER FOOT a B" WHEEL STOP
PASSAGE 4.p~ ~ BACK OF CURB p
26' MN ~ FACE OF CURB ACCESSIBLE RAMP -STANDARD ' PRECAST CONCRETE WHEELSTOP a PARKING~ONLIY ~ ~ e° AS SHOWN 6" ®"S.W. I d•. 4 .•'e,p -,,'.a ON PLAN)
N0. 10.31A OR 10.32A (TYPICAL GROOVE JOINT PER STANDARD S, 4~ FLOWUNE ° : EACH SIDE) m g NTS
,A. ~ ~ N0. 10.176. C C . ; , J • , A : ° 2'-6" CURB AND GURER ,~f~ ACCESSIBLE , a e'' pV' PKG. •..6"• , • ~g 6
> (STANDARD N0. 10.17A) 4' CONCRETE GUTTER A~ i i i i i -.--A . Cd" ~,e
SECTION A-A ~ GUTTER UP EXP. JOIM TiA 0 CDN?NUE JOINT AT SIDEWALK 4'-0"(t6' ®ACCESSIBLE PKG. 9" 9" 10"
BACK OF CURB ~ CURB GUTTE i
GROOVE J TNT B,D. 4'-0" 6-0. TRUNCATED DOMES COLDAED REVISIONS REVISIONS N0. DATE DESCRIPTION WMENSIONS AT BACK OF CURB PER STD. N0. 10.356 TYPICAL RAMP ~ SECTION
N0. DATE DESCRIPTION ~-A 1 12/98 SLOPE "C' CONSTRUCTION JOINT 2 B/00 ADDED NOTE pi erv VIEW-Dl!GONAL R!uP WITHOUT PLANTING STRIP QP i OF i'
OR GROOVE JOINT TRANSRION FROM 7" DEPTH AT UP 3 6/03 REVISED NOTE NOTE -
TO 10" DEPTH AT a' CONCRETE GUTTER APPROVED DATE APPROVED DATE ~i S(~ /,s, RAIN GARDENS N0. 3 do N0. 6 i F TO HAVE A 3' WIDTH ON FLUME.
CHARLOTTE -MECKLENBURG ACCESSIBLE RAMP STANDARD WITHOUT f~• °s~ ACCESSIBLE RAMP SECTIONS WITHOUT PLANTING STRIP
" CHARLOTTE -MECKLENBURG LAND DEVELOPMENT a 0° b 1 -6 CURB AND GUTTER
NTRANCE RDS PLANTING STRIP 2'-6" CURB AND GUTTER • D• LAND DEVELOPMENT TYPE III DRIVEWAY E STANDA 10.32A „6 WITH SIGN POST & WHEEL STOP AT ACCESSIBLE PARKING 1 6"
STANDARDS 10.28
lV
4" WHITE P INTED LE TERS, TY . TYPICAL FLUME DETAIL
NTS 3 5 6 05 REVISIONS PER COOT COMMENTS ASH
AL DIMENSI NS TYPI AL 2 4 29 0 ER CITY OF CHARLOTTE-REVISED DRIVEWAY ENTRANCE & BUS STOP SIG ASH
It9 DOTE 1 2 11 05 REVISED PER CATS COMMENTS ASH
tCtnn "f CONTRATOR IS TO UTILIZE THE FOLLOWING CHARLOTTE MECKLENBURG LAND No. DATE REVISION BY
H ET PROJECT N0. DEVELOPMENT STANDARDS FOR INSTALLED STRUCTURES IDENTIFIED ON S E SHEET TITLE
k O 290207 0400: scALE
7 ~ ~ O TE DETAILS N.T.S. SI 20.09 BLOCK MANHOLE, 20.10 MANHOLE FRAME AND COVER, 20.13 BRICK DROP
N ~ ' m INLET 20.14 FRAME AND GRATE NOTES DATE
.e m 0 AND 01 /17/0
o 7 PREPARED BY 1~111111~~J DRAWN BY PROJECT SLB
n 0 '~N, CARS( CHECKED BY . / AND RIDE
$ 1.00 EEK PARK o MALLARD CR ~ s ~ESS~ BJD Q
R1-1 R7-1 - - - ~ n a,+ 1'712 .1. N. PFASF' Pi•ACF DRAN~R N0.
30 x 30 12 24 x 24 12X18 SEAL CHARLOTTE, NC 28262 SHEET No. 2,8933
POST, SUCKLEY SCHUH & JERNIGAN, INC. i
20.14 20.23 20.23 20.27 ~ 400 EAST TRADE STREET 5200 77 CENTER DRIVE SUITE 500 ~i Nc1NE~ i~ q,~ ' Ip S_
SIGN TYPES TO BE FURNISHED & INSTALLED BY CONTRACTOR IN ADDITION TO PAVEMENT MARKINGS FOR COMPACT SPACES CHARLOTTE, NC 28217 . ~j OR 4- PH(704)522-7275 S. o CHARLOTT£AREATRANS/TSYsmv CHARLOTTE, NC 28202
g TO ACCESSIBLE PARKING SIGNS N.T.S. FAX [phone] X111 1111
WVWV.P~SJ.COM I I
0

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a
8
8
CONIC. FLUME
Vr Rmnwt1f\VGIV uivii IJ
PLAN
N.T.S.
BACK OF CURB
EDGE OF PAVEMENT
IMPERMEABLE MEMBRANE (RUFFCO 3000B LOW DENSITY
POLYETHELENE LINER OR APPROVED EQUAL)
—
SEE PLANS
TERMINATE IMPERMEABLE I LIMIT OF RAIN GARDEN WIDTH VARIES - SEE PLANS
,
HoEMBRANE 5 BEYOND END
F RAINGARDEN LIMITS
a. 5
=!.I 1=III-!iI _
-+ Ifs:
I(__
1 l
DEPTHVARIES_
(SEE PLANS) �;_
12" MAX.
� „ I
III lil °
15 RCP
IF-
f -
I _j
Iii - 6 PERFORATED PVC SEAL W/ NON -SHRINK ;!==
TO DROP INLET GROUT
6" PVC CAP, SECURE W/
PVC GLUE _! I;_=
SECTION B -B ,i-
N.T.S.
WIDTH VARIES - 6'-0" MIN..)
(SEE PLANS)
CHARMECK LAND DEV. STND
BRICK DROP INLET #20.13
FRAME & GRATE #20.14
0.1' 0.6'
7 I BOTTTOM
MIN. 1 OF CURB
SECTION A—A
N.T.S.
1-'6" CURB, (TYP.)
PARKING LOT SURFACE, (TYP.)
3" HARDWOOD MULCH - DOUBLE
T HAMMERED, TYP.
_- ODESMEMBRANE
LS TELEULNRR OB
LWNITY OYHENIEO
APPROVED EQUAL)
�— UNDISTURBED SUBGRADE
SAND AND TOP SOIL MIX (SEE NOTES)
FILTER FABRIC, NON -WOVEN
UNDERDRAIN GRAVEL BED #57 STONE
6" PERFORATED PVC UNDERDRAIN
TO DROP INLET
5'
V-6" CURB, (TYP.)
PARKING LOT SURFACE, (TYP.)
0.6' - -
DOUBLE HAMMERED HARDWOOD
- -I -
! �; ; I; i- MULCH, TYP.
=` IMPERMEABLE MEMBRANE RUFFCO 3000B
_I I_I I PE M
DEPTH ARIES
I M
V
_!_
LINER OR
)__ . _ DENSITY POLYETHELENE N
i C
LO
SEE PLANS - - W
) III=' APPROVED EQUAL)
—I
UNDISTURBED SUBGRADE
SAND AND TOP SOIL MIX
(SEE LANDSCAPE SHEET L200)
FILTER FABRIC, NON -WOVEN
=11!1 II!.� iil!i lilt=!!I�liI-II- UNDERDRAIN GRAVEL BED #57 STONE
TURN DOWN FILTER FABRIC 12„ ALL
1=0
I SIDES OF GRAVEL BED, TYP.
NOTES:
1. AVOID DISTURBING THE BIORETENTION (RAIN GARDEN) AREA AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS BEEN
PERFOMED.
2. EXCAVATE THE RAIN GARDEN TO THE DESIGN DIMENSIONS.
3. UNDER DRAIN SYSTEMS MAY BE COMPOSED OF A VARIETY OF MATERIALS WITH PVC (PERFORATED PIPE MATERIAL BEING THE MOST
COMMONLY USED. OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH THE APPROVAL FROM THE DESIGN ENGINEER/ OR INSPECTOR.
4. SOIL AND GRAVEL COVER OVER THE UNDER DRAIN SHALL BE AT LEAST 2 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THEN 1/2 TO 1-1/2 INCH DIAMETER (BLUE STONE DOUBLE WASHED STONE,
#57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES.
6. FILTER FABRIC MUST MEET A MIN. PERMEABILITY RATE OF 75 GAL/MIN/S.Q. F.T.. AND SHALL NOT IMPEDE THE INFILTRATION RATE OF THE
SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER WOVEN AND INSTALLATION REQUIRES AT LEAST 12” OVERLAP AT THE ENDS AND STAKING
IN PLACE DURING CONSTRUCTION AT THE TURNED UP SURFACES.
7. THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL CONTAIN 80% SAND 20% ORGANIC MATERIAL (COMPOST, TOPSOIL) AND
HAVE A PERMEABILITY (K) RANGING FROM lin/hr TO 6in/hr. THE SOIL SHOULD HAVE A Ph BETWEEN 5.5 TO 6.5. A LABORATORY TEST MUST BE
PERFORMED TO VERIFY THE PERMEABILITY RATE OF MATERIAL. SOIL MUST NOT BE INSTALLED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED AND APPROVED BY THE INSPECTOR. SOIL MIXTURES TO BE INSTALLED IN 8 TO 12 INCH LIFTS TO ENSURE ADEQUATE
FILTRATION.
8. MULCH IS TO BE PLACED ON THE SURFACE PONDING AREA OF THE RAIN GARDEN. THE LAYER OF FRESH MULCH SHOULD NOT EXCEED 3
INCHES IN DEPTH.
9. AN OBSERVATION/CLEANOUT STANDPIPE MUST BE INSTALLED IN EVERY BIORETENTION FACILITY THAT HAS A DEPTH GREATER THAN 2 FEET
AND/OR UNDER DRAIN SYSTEM. THE STANDPIPE MUST CONSIST OF A RIGID NON -PERFORATED PVC. PIPE, 4 TO 6 INCHES IN DIAMETER. IT
SHOULD BE LOCATED IN THE CENTER OF THE STRUCTURE AND BE CAPPED FLUSHED WITH THE GROUND ELEVATION OF THE FACILITY. THE TOP OF
THE WELL SHALL EITHER BE CAPPED WITH A SCREW OR FLANGE TYPE.
RAIN GARDEN DETAIL
PREPARED BY
A
ALLOW FOR GRADE CHANGE AND ADJUST
POSTS & RAILS ARE JOINED SUCH THAT ALL POSTS ARE
PLUMB AFTER INSTALLATION.
A -�
4'=0"
2'-0"
1'-6"MIN.
3" CLE
Z—
-0" MAX:
MIN. CLEAR
' :. • I'.0"t- ill i=-=-' � `---' i— I I� ! Irti-�I = 1
! II �CONC. SIDEWALK /
i EXPANSION JOINT MATERIAL/
SEALANT ® EA. POST, TYP.
2" 12" SQUARE CONC. FOOTING,—
FLUSH W/ SIDEWALK, TYP.
SECTION
N.T.S.
WWI W4IA
C
lr
6« «
4L
#«# x in AkWnm Set Sol w
—�-�
L1_ 3 Sloovel
EXPANSION JOINT
ALUMINUM RAILS AND POSTS 2" NPS SCHED. 40 OR 2 1/2" 0 3/16"
WALL ROUND TUBE ALLOY 6061-T6.
3/8" CONTINUOUS BEAD OF APPROVED JOINT SEALANT AROUND
CIRCUMFERENCE OF EA. POST, TYP.
COLLAR (COVER FLANGE) AT EA. POST, TYP.
GENERAL NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2.ALL JOINTS TO HAVE A 1/2" FILLET WELD.
3. ALL JOINTS TO BE EITHER WELDED ALL AROUND AND GROUND SMOOTH:
OR A COMMERCIALLY DESIGNED FIXED JOINT SYSTEM (SOLDERED, BRAZED,
FUSED, BONDED OR SHRINK FITTED). MECHANICAL JOINTS OTHER THAN
EXPANSION JOINTS ARE NOT PERMITTED.
4. EXPANSION JOINT(S) ARE NOT TO BE USED UNLESS DEEMED
NECESSARY BY THE FABRICATOR. IF AN EXPANSION JOINT(S) IS
NECESSARY, THE LOCATION(S) OF THE EXPANSION JOINTS) AND
CALCULATIONS THAT DEEM THE EXPANSION JOINT NECESSARY SHALL BE
INCLUDED IN THE SHOP DRAWINGS.
0 0 0 0
--i±4 2 4.00'
TYP.I
ABOVE,
8'-0" I
POST, BUCKLEY. SCHUH 8 JERNIGAN, INC.
5200 77 CENTER DRIVE. SUITE 500
CHARLOTTE, NC 28217
PH FAX([70522-7275
704 525 2838
WWiIV.P�SJ.COM
I
!
I
EXP SIO
E P
4" DOUBLE HAMMERED HARDWOOD
I
TURNBUCKLEFINISH
As
CHARMECK LAND DEV. STND.
END & CORNER POSTS
MULCH, TYP.
BE DOME POST TOPS
HANDRAIL DETAIL
FRAME &GRATE #20.14
10
10
1.00'
TYP.
0
0
PROJECT NO.
290207
TENSION BAR ,..
ADJUSTABLE
CHARMECK LAND DEV. STND.
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
'
/LCMLT bF IMPERMEABLE M1=MBkANE' ,R JFFCQ
/LINER
•
DRAWER NO.
-
7
MIN I 1
BRICK DROP INLET #20.13
POST
0 POST ±34'-2"
T
OOOB. LOW DENSITY POLYETHELENE .
,
F
DOME POST TOP
ROUND END &
6"YP.
MESH, 11 GAUGE, POLYVINYL COATED CHAIN
LINK FABRIC, COLOR ASTM F 934 MIDNIGHT BLACK
OR/ 'APPROVED EQUAL
TYP.
WITH TOP & BOTTOM
W 0 M
KNUCKLED
SELVAGEN
Q1,t7--o,
PLANTING SOIL PER CHAR-MECK LAND DEV. STNDS.
±39'-10
1/2" (RAIL)
POST TT
!L_:III +.f- '�I- ill
_ I- 11
._ I - --I
-
1 f l I1=, -I
- I � 1 i
111 �'I, !' - !' '' , I_.. i,,. LL!., � I _, , ,,;: I, I,II �I ,_,,_!1(_111 --I --- --
I
_ .. .
A D
SAN
IX SEE SP C
AND ORGANIC MATERIAL M E
N M
I , .
I---. , I_
1/2"
L=±5'-6"
R8' 6", L=±13'-4
1/4"
111:1,
I 1 I'D!
EDGE OF CONC.
PAVING
CHAIN
FOLD UP FILTER ,FABRIC, 12" ALL
SIDES OFGRAVEL BED TYP
a. 5
=!.I 1=III-!iI _
-+ Ifs:
I(__
1 l
DEPTHVARIES_
(SEE PLANS) �;_
12" MAX.
� „ I
III lil °
15 RCP
IF-
f -
I _j
Iii - 6 PERFORATED PVC SEAL W/ NON -SHRINK ;!==
TO DROP INLET GROUT
6" PVC CAP, SECURE W/
PVC GLUE _! I;_=
SECTION B -B ,i-
N.T.S.
WIDTH VARIES - 6'-0" MIN..)
(SEE PLANS)
CHARMECK LAND DEV. STND
BRICK DROP INLET #20.13
FRAME & GRATE #20.14
0.1' 0.6'
7 I BOTTTOM
MIN. 1 OF CURB
SECTION A—A
N.T.S.
1-'6" CURB, (TYP.)
PARKING LOT SURFACE, (TYP.)
3" HARDWOOD MULCH - DOUBLE
T HAMMERED, TYP.
_- ODESMEMBRANE
LS TELEULNRR OB
LWNITY OYHENIEO
APPROVED EQUAL)
�— UNDISTURBED SUBGRADE
SAND AND TOP SOIL MIX (SEE NOTES)
FILTER FABRIC, NON -WOVEN
UNDERDRAIN GRAVEL BED #57 STONE
6" PERFORATED PVC UNDERDRAIN
TO DROP INLET
5'
V-6" CURB, (TYP.)
PARKING LOT SURFACE, (TYP.)
0.6' - -
DOUBLE HAMMERED HARDWOOD
- -I -
! �; ; I; i- MULCH, TYP.
=` IMPERMEABLE MEMBRANE RUFFCO 3000B
_I I_I I PE M
DEPTH ARIES
I M
V
_!_
LINER OR
)__ . _ DENSITY POLYETHELENE N
i C
LO
SEE PLANS - - W
) III=' APPROVED EQUAL)
—I
UNDISTURBED SUBGRADE
SAND AND TOP SOIL MIX
(SEE LANDSCAPE SHEET L200)
FILTER FABRIC, NON -WOVEN
=11!1 II!.� iil!i lilt=!!I�liI-II- UNDERDRAIN GRAVEL BED #57 STONE
TURN DOWN FILTER FABRIC 12„ ALL
1=0
I SIDES OF GRAVEL BED, TYP.
NOTES:
1. AVOID DISTURBING THE BIORETENTION (RAIN GARDEN) AREA AFTER THE INITIAL ROUGH GRADING AND TEMPORARY STABILIZATION HAS BEEN
PERFOMED.
2. EXCAVATE THE RAIN GARDEN TO THE DESIGN DIMENSIONS.
3. UNDER DRAIN SYSTEMS MAY BE COMPOSED OF A VARIETY OF MATERIALS WITH PVC (PERFORATED PIPE MATERIAL BEING THE MOST
COMMONLY USED. OTHER PIPE MATERIALS MAY BE SUBSTITUTED ONLY WITH THE APPROVAL FROM THE DESIGN ENGINEER/ OR INSPECTOR.
4. SOIL AND GRAVEL COVER OVER THE UNDER DRAIN SHALL BE AT LEAST 2 FEET IN DEPTH.
5. GRAVEL BED MATERIALS (STONE) SIZE SHALL NOT BE GREATER THEN 1/2 TO 1-1/2 INCH DIAMETER (BLUE STONE DOUBLE WASHED STONE,
#57). DEPTH OF GRAVEL SHALL NOT EXCEED 12 INCHES.
6. FILTER FABRIC MUST MEET A MIN. PERMEABILITY RATE OF 75 GAL/MIN/S.Q. F.T.. AND SHALL NOT IMPEDE THE INFILTRATION RATE OF THE
SOIL MEDIUM. NON -WOVEN FABRIC IS PREFERRED OVER WOVEN AND INSTALLATION REQUIRES AT LEAST 12” OVERLAP AT THE ENDS AND STAKING
IN PLACE DURING CONSTRUCTION AT THE TURNED UP SURFACES.
7. THE SOIL MIXTURE FOR USE IN A BIORETENTION FACILITY SHALL CONTAIN 80% SAND 20% ORGANIC MATERIAL (COMPOST, TOPSOIL) AND
HAVE A PERMEABILITY (K) RANGING FROM lin/hr TO 6in/hr. THE SOIL SHOULD HAVE A Ph BETWEEN 5.5 TO 6.5. A LABORATORY TEST MUST BE
PERFORMED TO VERIFY THE PERMEABILITY RATE OF MATERIAL. SOIL MUST NOT BE INSTALLED UNTIL ALL CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED AND APPROVED BY THE INSPECTOR. SOIL MIXTURES TO BE INSTALLED IN 8 TO 12 INCH LIFTS TO ENSURE ADEQUATE
FILTRATION.
8. MULCH IS TO BE PLACED ON THE SURFACE PONDING AREA OF THE RAIN GARDEN. THE LAYER OF FRESH MULCH SHOULD NOT EXCEED 3
INCHES IN DEPTH.
9. AN OBSERVATION/CLEANOUT STANDPIPE MUST BE INSTALLED IN EVERY BIORETENTION FACILITY THAT HAS A DEPTH GREATER THAN 2 FEET
AND/OR UNDER DRAIN SYSTEM. THE STANDPIPE MUST CONSIST OF A RIGID NON -PERFORATED PVC. PIPE, 4 TO 6 INCHES IN DIAMETER. IT
SHOULD BE LOCATED IN THE CENTER OF THE STRUCTURE AND BE CAPPED FLUSHED WITH THE GROUND ELEVATION OF THE FACILITY. THE TOP OF
THE WELL SHALL EITHER BE CAPPED WITH A SCREW OR FLANGE TYPE.
RAIN GARDEN DETAIL
PREPARED BY
A
ALLOW FOR GRADE CHANGE AND ADJUST
POSTS & RAILS ARE JOINED SUCH THAT ALL POSTS ARE
PLUMB AFTER INSTALLATION.
A -�
4'=0"
2'-0"
1'-6"MIN.
3" CLE
Z—
-0" MAX:
MIN. CLEAR
' :. • I'.0"t- ill i=-=-' � `---' i— I I� ! Irti-�I = 1
! II �CONC. SIDEWALK /
i EXPANSION JOINT MATERIAL/
SEALANT ® EA. POST, TYP.
2" 12" SQUARE CONC. FOOTING,—
FLUSH W/ SIDEWALK, TYP.
SECTION
N.T.S.
WWI W4IA
C
lr
6« «
4L
#«# x in AkWnm Set Sol w
—�-�
L1_ 3 Sloovel
EXPANSION JOINT
ALUMINUM RAILS AND POSTS 2" NPS SCHED. 40 OR 2 1/2" 0 3/16"
WALL ROUND TUBE ALLOY 6061-T6.
3/8" CONTINUOUS BEAD OF APPROVED JOINT SEALANT AROUND
CIRCUMFERENCE OF EA. POST, TYP.
COLLAR (COVER FLANGE) AT EA. POST, TYP.
GENERAL NOTES:
1. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
2.ALL JOINTS TO HAVE A 1/2" FILLET WELD.
3. ALL JOINTS TO BE EITHER WELDED ALL AROUND AND GROUND SMOOTH:
OR A COMMERCIALLY DESIGNED FIXED JOINT SYSTEM (SOLDERED, BRAZED,
FUSED, BONDED OR SHRINK FITTED). MECHANICAL JOINTS OTHER THAN
EXPANSION JOINTS ARE NOT PERMITTED.
4. EXPANSION JOINT(S) ARE NOT TO BE USED UNLESS DEEMED
NECESSARY BY THE FABRICATOR. IF AN EXPANSION JOINT(S) IS
NECESSARY, THE LOCATION(S) OF THE EXPANSION JOINTS) AND
CALCULATIONS THAT DEEM THE EXPANSION JOINT NECESSARY SHALL BE
INCLUDED IN THE SHOP DRAWINGS.
0 0 0 0
--i±4 2 4.00'
TYP.I
ABOVE,
8'-0" I
POST, BUCKLEY. SCHUH 8 JERNIGAN, INC.
5200 77 CENTER DRIVE. SUITE 500
CHARLOTTE, NC 28217
PH FAX([70522-7275
704 525 2838
WWiIV.P�SJ.COM
I
!
I
EXP SIO
E P
PLAN
N.T.S.
SHALL BE KNUCKLED
TURNBUCKLEFINISH
As
GRADE /
END & CORNER POSTS
SHALL
BE DOME POST TOPS
HANDRAIL DETAIL
0
1.00'
TYP.
0
0
PROJECT NO.
290207
TENSION BAR ,..
ADJUSTABLE
DA 01/17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
-TYP.
•
DRAWER NO.
-
5.50'
W/ASSOC. PAVING JOINT PATTERN
POST
0 POST ±34'-2"
T
T
L CAT
-POST,
ON C
F
DOME POST TOP
ROUND END &
6"YP.
MESH, 11 GAUGE, POLYVINYL COATED CHAIN
LINK FABRIC, COLOR ASTM F 934 MIDNIGHT BLACK
TYP.
WITH TOP & BOTTOM
W 0 M
KNUCKLED
SELVAGEN
Q1,t7--o,
FENCE SECTION ELEVATION
±39'-10
1/2" (RAIL)
POST TT
FENCE DETAIL
%
R4.50',
ALUMINUM HANDRAIL, ±118'-1
1/2"
L=±5'-6"
R8' 6", L=±13'-4
1/4"
(RAIL)
EDGE OF CONC.
PAVING
CHAIN
LINK FENCE
PLAN
N.T.S.
RAIL TIE
1 5/8" OD
BRACE RAIL
BOTTOM SELVAGE
KNUCKLED
HOG RING
SHALL BE KNUCKLED
TURNBUCKLEFINISH
As
GRADE /
END & CORNER POSTS
SHALL
BE DOME POST TOPS
HANDRAIL DETAIL
DOME
/���
BY
8 00
PROJECT NO.
290207
TENSION BAR ,..
ADJUSTABLE
DA 01/17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
-TYP.
•
DRAWER NO.
-
5.50'
W/ASSOC. PAVING JOINT PATTERN
POST
0 POST ±34'-2"
(RAIL)
L=±8'-8 1/4"
DOME POST TOP
ROUND END &
2"
MESH, 11 GAUGE, POLYVINYL COATED CHAIN
LINK FABRIC, COLOR ASTM F 934 MIDNIGHT BLACK
rr
R I ; POST
CO Nc
WITH TOP & BOTTOM
W 0 M
KNUCKLED
SELVAGEN
RAIL TIE
1 5/8" OD
BRACE RAIL
BOTTOM SELVAGE
KNUCKLED
HOG RING
TOP & BOTTOM FABRIC
SHALL BE KNUCKLED
TURNBUCKLEFINISH
As
GRADE /
END & CORNER POSTS
SHALL
BE DOME POST TOPS
DOME
/���
BY
SHEET TITLE
SITE DETAILS
AND NOTES
PROJECT NO.
290207
TENSION BAR ,..
ADJUSTABLE
DA 01/17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
DRAWN BY
SNH
•
DRAWER NO.
-
400 EAST TRADE STREET
s
CHARLOTTEAREA TRANSITSYSTEM CHARLOTTE, NC 28202
CONIC. FOOTING TRUSS
ROD /
10' MAX. SPACING, TYP.
FENCE SECTION ELEVATION
J.
FENCE DETAIL
%
61'
TOP & BOTTOM FABRIC
SHALL BE KNUCKLED
KNUCKLE
END & CORNER POSTS
SHALL
BE DOME POST TOPS
DOME
TOP RAIL
LINE POST LOOP CAP
ROUND LINE POST
LINE POST TIE
TENSION WIRE
1. FENCE SHALL BE INSTALLED PER NCDOT STANDARD FOR ROADS &
& STRUCTURES.
2. ALL CHAIN LINK FABRIC AND ACCESSORIES SHALL BE COATED WITH
POLYVINYL.
3. COLOR OF POLYVINYL COATING SHALL BE ASTM F 934- MIDNIGHT
BLACK, NOT MED. GREEN AS STATED IN NCDOT STANDARD FOR
ROADS & STRUCTURES.
4. FOOTING WIDTH TO BE MIN. (4)X POST WIDTH, MIN 36" DEPTH.
5. FOLLOW ALL MANUFACTURES SPECIFICATIONS AND GUIDELINES
DURING INSTALLATION.
NO. DATE REVISION
BY
SHEET TITLE
SITE DETAILS
AND NOTES
PROJECT NO.
290207
S°' N. T. S.
DA 01/17/05
PROJECT
MALLARD CREEK PARK AND RIDE
1712 J.N. PEASE PLACE
CHARLOTTE, NC 28262
DRAWN BY
SNH
BJD BY
DRAWER NO.
-
400 EAST TRADE STREET
s
CHARLOTTEAREA TRANSITSYSTEM CHARLOTTE, NC 28202
SHEET NO.
C402

FlNISHED GRADE TO BE -
SLOPED AWAY FROM COVER
\
BWBLE ClECK VALVE TEST COCK 1 15' MAX. i 4 TURN FULL PORT
SEE NOTE ,y3 6" MIM ASSEMBLY BRONZE BALL SHUT-OFF ~ HECK VALVE ~2 ~ \ 0
STRAINER VA I SEE NOTE ~2 ~ pE _ OPTIONAL ~ ~ ` BE ~ ~
FLOW- ~ OE _ ~ ~ R ~ wx. TYPE K OR L COPPER TUBING ~ 0 ~ ~ ~ ~
OR 1' MIN. GALVANIZED STEEL of
1/4 TURN FULL PORT ~ CHECK PIPE FOR MIN. OF 5' ON _ t2~ xa? VALVE g2 EACH END OF ASSEMBLY. ~ BRONZE BALL SHUT OFF wk SEE SEE NOTE ~4 1,___
VALVE ~t NOTE ~5 SEE NOTE /2
ELEVATION VIEW MIN.
x{67 WASHED STONE 2" MIN. DIA. DRAIN BY GRAVITY TO ATMOSPHERE AS REQUIRED BY q • CMU SPECIFICATIONS. SEE NOTE A6 CAMERA POLE, 1 YP. ryP.
SHUT-OFF VALVE 1 ,o
BBBBLE CNECK VALVE ,5 sl°
wx. Assr SHUT-OFF p 0 IJOTE ~4 wx. VALVE ~2 ° ~ ~
o FLOW- ~ 0 0 0 o I ! ,
4' wx o ~
TEST COCK ~1 CHECK ~
B^ ON TEST COCK~y B' xtx VALVE y1 © © © © SIDE OF OPENING 2" MIN. DRAIN
TO ATMOSPHERE O © c ~ © © © © ~ ro rRAmc c»~flt-~ fB ~esJ
PLAN VIEW © 0
DRAIN FROM CATCH BASIN DRAIN 7 3/~'
BACKFLOW VAULT WITH GRATE ZONING O I
TOP OF SETBACK ~ DISCHARGING STORM PIPE CMU -REQUIRED rS CDNCREIE COVER NIBI CAST Atdl HINGED lm
STORM PIPE ' PROPERTY BPA BELOW GRND. , 4~ Wf. 1! !BS
UNE SEE NOTE ~7 & #8 DRAIN ALTERNATIVE: CMUD 30X LIGHT, TYP. z!„'
DOUBLE SHOEBOX LI GH I TIE INTO CATCH BASIN OR SiORMWATER MANHOLE PER DETAIL ~ METER R SHOWN ABOVE. NO 71E IN TO STORMWATER PIPE WILL BE ACCEPTED.
PUBLIC B CA. YrMED NiRE Flt ~x
NOTES: WATER MAIN 1. DOUBLE CHECK VALVE ASSEMBLIES (DC) MUST CONFORM TO TYPICAL LO AT10N REQUIREMENT s~~ I
CMU SPECIFCATIONS. REFER TO CMU APPROVED LIST OF pC'S FOR BELOW ROUND INSTALLATION 2. CMU APPROVED DC INCLUDES SHUT-OFF VALVES I ~9 f '
~Y1 AND ~2 AS PART OF THE ASSEMBLY. NO SUBSTITUTIONS N.T.S. I SHALL BE PERMITTED. R I
3. TEST COCK 9T SHALL BE UPSTREAM Of SHUT-OFF VALVE ;gt CHARLOTTE-MECKLENBURG , AND IS PART OF THE APPROVED ASSEMBLY. ALL TEST COCKS UTILITI~, s I
MUST BE BE ON ONE SIDE OR TOP . ASSEMBLIES SHALL BE SYSTEM PROTECTION DIVISION INSTALLED UPRIGHT AND IN THE HORIZONTAL POSITION. a ~~b- I~.
4. PIPE MATERIAL AND FlTIINCS SHALL BE AS SPECIFlED IN CMU CHARLOTTE, NORTH CAROLINA ~ STANDARDS & SPECIFCATIONS. k
5. VAULT, DOORS OR COVERS AND SUPPORT OF ASSEMBLY SHALL xo. YM xa BACKFLOW PREVENTION BE DESIGNED BY OWNER AND AS REQUIRED. xaa 6. DRAIN INLET MAY BE PROVIDED AS SHOWN OR AS FLOOR DRAIN. PLAN x,rs. STANDARD DETAIL 0 H W'E Is' eror--~~ LBS
7. ALL LOCA710N5 FOR BPA'$ REQUIRE CMU APPROVAL °H"~xor. DOUBLE CHECK VALVE • 8. NO TAPS, BRANCHES, FH'S OR OTHER ACCESSORIES ARE ,
PERMITTED ON THE PIPING BETWEEN THE BPA & METER. V01L ASSEMBLY (DC) 3/4"-i° - BELOW GROUND VAULT
+-6-ss s ` R ° ~ ,
Na Bob By Rod+bn Surro)ed By Buyned 8Y Bram By ProJe~t-EnR AypmwO By BatA -
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
ENGINEERING DIVISION CHARLOTTE, NORTH CAROLINA
R ! ,e, M ~ STANDARD DETAIL
~ WATER
I ~ I - CONCRETE METER BOX
I i ~ A ~ _ FOR 3/4 WATER METER „ am a ~
R ~ dt ~ oeu M n.,w, srwaa er owwe Br aan y Proyd-EnW nn~do+ 4i 1T. -
~ I i

it I I I
I ~ I I
•
SDSEf R
S' CN ro BApf
' 1AgDtCE (CAIPED)
q ~ NW.
H I' AP ! WAFER YRNCf NEGNC ~
i ` 1QIER BDX 'Y81 CDVflP
~ ~ ~ ~ 1 ° OR 3 4" ERVIC ONN N S E C ECTIO
0 0 ~ I i (LLNC SIDE) snaEEr R/lI
~ ° ~ I o I T T . ` eacr a tDRB
I ro HErtR- r rAU+caE (E.IPPEOJ
~T RA rYP, SHOEB X LIGHT W CAME ,,,,~,=~P (S/DDEE REDIOdD a ALL iE.
R PVC HAMlS AND (IV ALL 147FR i' SERV7fft)
AN. SWR.
1 Y DETAIL AT MAIN T " OR 3/4" SERVICE CONNECTION
LEANOUT i PROP 3 4 K VAL [lE (LONG SIDE) (SNDRr SIDE)
PROP. 3.4 > DOUBLE CHEC a
W / 45 BEND _ MBC Y 1NSlALLED BELO ASSE AMW SIDP
WITHIN CONCRETE VAULT GROUND PVC HADIS~ANO DN0.4 ALL / I' SERNGES)
.r- / YE1ER ~ i
RE UfREMENTS - PER_ CMUD Q CDVCRER: HERE BOX u. (sEE s% DE7A0.5 warER sERHa ruenvc
- 645, 00 ' VAULT LID ELEV. ' ~ / ror
DA YL1 GH T ODR ELEV. = 643.00 „ VAULT _FL / ~ YOCC M11H ANGLE VNYE ,1 ,
\ ~ 2 DRAIN ' ' ' ' ~ DETAIL AT METER DETAIL AT MAIN
2 DRA N ELEV = 642.90 (L0.'JC SIDE) ~ (SHDRr SIDE)
PAVFHEN!
m"" CHARLOTTE-MECKLENBURG
A y - - UTILITY DEPARTMENT ENGINEERING DIVISION
ROAD WITH SIDE DITCH CHARLOTTE, NORTH CAROLINA
N PEDESTRIAN L1GH1; TYP. „D,~. ~ ~ ~ STANDARD DETAIL c Hd, asuNGE avaR ro CFHh'R a+ sERyus as ro eEUS 1r g- WATER
- - - - pE 0 E OR 5^tGOA SHALL BL !'-O' AS YEASVAPED NLWG THE HNN. .~n- - - ^ - - - - -r^ - - - -.'.rte-"~. plOflt " ,r " - . - 3 4" AND 1 " WATER
..t'--.~.-i...e----- .-..---..r--.~ i. - - A ~ ~ " ~ ~ w,L ERVlCE CONNECTION
x \ ~ ~ ~ xa oe<, er Nw» s..,w b u+T«r N ae,n H ka>"e h ow -

PROP 3 4
Exrsr. ssMH P. 4" SS LA T s PRO Exrsr. ssMx n RIM=850.18 WATER METER =s3 .67
!NV IN=642,43 P ELEV. = 636.28 R!M 5 TA !N~ IN 630,08 9
~ INl! OUT=64223 PROP 3 4 WL _ a 1N1! OUT 625.88 88
tt tt ss ~s tt tt tt tt tt tt tt tt tt tt tt tt EX. 8tt SAN. SWR. tt tt n tt ~Y' fS SS SS SS SS

w w N
G G 4)
_ 20 0 20 40 60 2 5 16 05 REVISED DCVA BASED ON STORM REVISION ASH
EX. 8" PVC WAlE'RMAIN (5' OFF 80C) \ 1 2 11 05 REVISED BACKFLOW AND METER LOCATION ASH
W W W W m ~ EX. 8" GV APPROX. 700 FT, APPROX 325 FT, TO END OF WAlERMAIN ~ q N0, DATE REVISION BY q PROJECT NO.
i I Scale: 1" = 20' SHEET TITLE 290207
s° UTILITY PLAN sca~.El~ 1 20
DALE 01 /17/05
9 NOTES ~ 1. SANITARY SEWER TAP AND WATER TAPS TO PREPARED BY ~~~IIII~~l~ DRAWN BY
N 8f INSTAlLEO BY CMUD. ~ ~ii~/ PROJECT MEB ~N, CARO( /i
~ 2. SERVICE LINES TO MEET CMUD AND oR.~'' ~ M~L.LARD CREEK PARK AND RIDE CHECKED BY ~ , ~pfESS! ~ ASH
F MECKLENBURG COUNTY PLUMBING STANDARDS. .Q r' 1712 J.N. PEASE PLACE DRAWER NO.
0 3. CLEANOUT CAPS TO BE RED BRASS = iE.AA
Vv~ SEAL CHARLOTTE, NC 28262 -
2 33 SHEET NO. POST, BUCKLEY. SCHUH & JERNIOAN, INC. % -0 400 EAST TRADE STREET
i 4k, , I 400 EAST TRADE STREET
8 a 5200 77 CENTER DRIVE, SUITE 500 N,.• CHARLOTTE, NC 28217
a PH 04 522-7275 ~i~ RFA S. CHARL077EARE4 TRANSIT SYSTEM
FAX [phone] CHARLOTTE, NC 28202 t l W WiAI.PgSJ.COM I I I i I
g ri

~ ~ - v I
~ _ 7 IB
2 FH
3 JP
\ ' \ i i~ / j' ~ / g 6 JP ~ ~ ~ / i % 12IB 3 0
\ / i ; ~ ~ ` of ~ / ~ ,i' ; ~ ~ in In
,f ~ H~ ~ ~ / / / ~ , i` ~ ~ i
~ i ~ / ~ ~ i ~ / ~ ~ ~ f ~ ~ i ~ IB' pine
~ P~i , >'~B j f, EXIST. TREE TO BE PROTECTED,
/ ~ , ~ i ~ j 3 NSH 3 NSH ~ , ~ ~ ~ / ~ ~ / r' i'~NSH , ' / ; ~ TYP, %3 tiW ~ ~ ~ / ~ 20 0 20 40 60 % ~ ,
~ / i , ~ ~ ~ ~ i i i ~ / ~ ~ ~ i F ~ ,
~ / ~ j' / ~ i ~ ` ~ ~ ~ % ~ i / / , i . / i~ ~ ~ % ~ ~ ~ ' ' ~ ~ / , i~ ~
_ ~ / ~ ~ / i ~ , ; ~ ~l / ~ ; i % \ ' % ; ~ / / / / ~ / ~ ~ ~ / Scale: 1 20
% _ / / / ~ ~ j / ~ ~ i , ~ f i ~ ~ ~ ~ ~ / / i f
~ { ~ i .l % / ~ ~ % ~ f
~ , -7`- ; _ ; / , ~ ~ i ' ~ / ~ i' 161n oak ~ f EXIST. WOODLAND
' ' , I. ~ , ~ ~ i ~ ' i ' ~ / 30ir i ~ ~ ~ o • i 301 .ak r , ; - ,r r' , ; ~ OF ~ ~ i ~ ; i~ B PER, TYP. _
4 IB ~ _ r ~ ,O" i i % ; ; -WOODLAND BUFFER / ~ ,
_ , 2 MCM - - ~ ~ ~ ~(m,% T, ~ - ~ a ~ ~ r ~ ~ ~ ~ ~ In ~ oak
0 ~ 6 IH ~ - , - ~ ' o~ 1 JZ , ' i i ; / / ~ ~ ~ ,f TREE REQUIREMENTS:
~ ~ 0 ~ 6 CPB rn 1 H WO- - 61H ~ ~ ~ i , - ;
' 12 HFG 7 H " i ~ ' 10 RLB FG RD E 460 L.F.. 12 SHADE TREES REQ. _-~,.~ro.~m~, / f
~ i ! I ' ~ ~ SEED MIX "A" 21 RlB RET. WALL 2 FH r o ~ 1 JZ t FH 24in oak » ~ , ~ PROVIDED: 4 PROP. 3 CAL. 9 EXIST. (INCLUDING 30 , 30 , 24 ,
R.G.#7 11 VC 3 16 4" M ' 16" OAK• 24" 20" 20" GUM• 16" EL AND 14" H TOTAL 13 I. M W)
i I I ~ 305 S.F. 7 HFG 1 HWO ULCH 11 RL ! ~ ; ~ ~ i16 PERENNIAL » „ BETWEEN WALL 11 RLB 1 L ~ EXISTING WOODED BUFFER
SEED MIX A AND SHRUBS 9 HFG !;I; +7 SHRUB 9 HFG ` ~ NOTE: A~@OPOSED PLANT PERIMETER ®JN PEASE PLACE 350 L.F. LESS 110 L.F.
~ 16 CPB R.G.#2 8 VC- ~''i; ;III 123 TOTAL PLANTS 8 VC ATERIALS TO B I (DRIVEWAY & BUS STOP= 240 L.F.: 6 SHADE TREES REQ.
I ~ ~ 2 MCM 102 S.F. 1 JZ - ; ; 3 EA. OF: PLANTS NOTED 1 RFS 32 PERENNIAL 1 JZ THIS AREA SHALL BE FIELD LOCAT PROVIDED: 6 PROP, 3" CAL.
I , i ; ! , ~ MIN. 3 FROM CURB & +3 SHRUB R.G. 3 _ AN ~~~l..F. I IG (SEE GENERAL NOTES). INTERNAL PLANTING:
# 'I 7 EA. OF A 0TH 35 TOTAL PLANTS 413 I LL ERS S.F. 69,463 S. F. IMPERVIOUS AREA)/ 10,000 S.F.=7 REQ. SHADE
' ' NOTED *R.G. IN SCHEDULE 3 EA. OF: PLANTS i44 PERENNIAL I 18 CJ APPROX. LIMIT OF TREES
j l ; I i R.G. +9 SHRUB #8 NOTED MIN. 3 " " PROVIDED: 2 EXIST. 40" OAK 28" GUM & 8 PROP. 3" CAL. 10 1 RFS SEED MIX A ( )
270 S.F. , 3 EA. OF: PLANTS 153 TOTAL PLANTS ~ 2 ID ~__.,z;;,,___, FROM CURB & ~ o OUTSIDE PARKING LOT AND 12 PROP. 3" CAL. WITHIN THE 31D ~
88 PERENNIAL 3 SJW NOTED MIN. 3 1 ID 1 EA. OF ALL I , ~ 5 SJW U & , , _ . 3 EA. OF: PLANTS ' in oak PARKING LOT= 22 TOTAL TS 6 SJW
1 FH w +6 SHRUB 1ID FROM C RB OTHERS NOTED ~ r i ~ ~ , ~ 1 RFS 1 EA. OF ALL ' - _ 3 SJW * NOTED MIN. 3 f APPROX. LIMIT OF EXISTING in um VEGETATION TO REAMAIN TOTAL SHADE TREES PROVIDED = 41
94 TOTAL PLAN R.G. IN 2 NSH ~ ' ; R•G, OTHERS NOTED F~RQM~CURB & r
#8 SCHEDULE - ~ 1 113 S.F. *R.G. IN ~_~AJ F, o / ~ i
3 ID r'' ~ SCHEDULE ALL 0 RS ~ 32 PERENNIAL 1 ID *
I 3 SJW ~3 SHRUB NOTED R.G. IN I 3 SJW SCHEDULE
3 EA. OF: PLANTS NOTED 35 TOTAL PLANTS QTY. KEY SIZE BOTANICAL NAME COMMON NAME ROOT COMMENT
MIN. 3 FROM CURB & 1 Hw0- ' % TREE , -
1 RFS 5 EA. OF ALL OTHERS * ~ ` % ~ 3 ORB 2.5-3" col./14'-16' ht. Betula nigra ' Dura-Heat' / 'BNMTF' DURA-HEAT RIVER BIRCH B & B 6' C.T. -3 CANE TOTAL 2 ID
NOTED R.G. IN SCHEDULE R.G. 12 I 1 RFS # 3 EA. OF: PLAT EA. OF: PLANTS 4 SJW ; ; 8 HWO 2.5-3" cal,/14'-16' ht. Ouercus phellos 'Hightower' QPSTA HIGHTOWER WILLOW OAK B & B 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL
132 S,F. ~ NOTED MIN. 3 r )TED MIN. 3 ~ 8 RFS 2.5-3" col./14'-16' ht. Li uldambor at actiflua 'Rotundilobo' ROTUNDAILOBA FRUITLESS SWEETGUM B & B 6' C.T. -STRAIGHT, CENTRAL LEADER, fULL
~ 3 EA. OF: PLANTS NOTED 46 PERENNIAL FROM CURB & R.G.#4 OM CURB & 12 JZ 2.5-3" col. 14'-16' ht. d r ' ~ VILLAGE GREEN JAPANESE ZELKOVA B & B 6' C.T. -STRAIGHT, CENTRAL LEADER, FULL
MIN. 3 FROM CURB & +3 SHRUB 7 EA. OF ALL 1 RFS 244 S.F. 13 CPB 49 TOTAL PLANTS EA. OF ALL / Z kovo se rata VTia a Green' ~ sHRUe
~ 7 EA. OF ALL OTHERS 88 PERENNIAL OTHERS NOTED ' ~ 2 MCM NOTED *R.G. IN 3 EA. OF: PLANTS NOTED 3 SJW IN SCHEDULE HERS NOTED R.G. SCHEDULE i ; 31 ID 36` ht. Comus sericea "Isanti" ISANTI DOGWOOD cont. EQ. HT. & SRPD.
o +5 SHRUB R.~ ~ SCHEDULE ; ; MIN. 3' FROM CURB & 1 ID 93 0 R R.G. 1 I ~ 50 SJW 12"-15" ht. Hypericum Hypericoldea ST. JOHN'S WORT cont. E0. HT. & SRPD,
T TAL PLANTS 2~ 3 JP , o R.G. 10 F TH RS 6 SJW # t.. 2 EA. 0 ALL 0 E 3 8E 258 S.F. ~ ' , 9 MCM 10'-12' ht, Logeratroemia indica 'Muskogee' MUSKOGEE CRAPE MYRTLE 8 & B 6 C.T. -3-5 CANE TOTAL
* _ EA. OF: PLANTS 3 IB 2 ID 307 S.F. NOTED R.G. IN ~ 88 PERENNIAL 21 JP 5'-6' ht Ligustrum japonicum JAPANESE PRIVET ~7 cont. E0. HT. & SRPD. +6 SHRUB
' NOTED MIN. 3 ~ 116 PERENNIAL SCHEOULE 9q 94 TOTAL PLANTS 15 FH 6'-T ht. Ilex x attenuato 'foster's p2' POSTER'S HOLLY B k B STRAIGHT, CENTRAL LEADER, FULL
FROM CURB,&_ ~ ~ ~ ~ 1 ID 1 10 - ~ ir; r- ~ / 12 NSH T-8' ht. Ilex x 'Nellie R, Stevens' NELUE STEVENS HOLLY 8 i!< B STRAIGHT, CENTRAL LEADER, FULL
124 TOTAL PLANTS 3 EA, OF: PLANTS R.G.#13 5 EA. OF I 3 JP - 3 SJW 3 SJW NOTED MIN. 3' 141 S.F. ALL OTHERST ~ - 3 JP 3 NSHM T-8' ht. Ilex x 'Nellie R, Stevens' NELUE STEVENS HOLLY B & B STRAIGHT, MULTI-STEM, 2-3 CANE TOTAL
* 2 ID 3 EA. OF: PLANTS NOTED 3 EA. OF: PLANTS NOTE FROM CURB & 46 PERENNIAL NOTED R.G. IN 2 ID ~ ~ 42 RLB 24`-30" ht. Berberis thunbergii RED LEAF BARBERRY ~3 cont. EQ. HT. & SRPD,
1 RFS SCHEDULE 3 SJW MIN. 3 FROM CURB & MIN. 3 FROM CURB & 2 EA. OF ALL +3 SHRUB 1 RFS 3 SJW 1, ; 1 RFS + ~ ~ 8D CPB 15"-18" ht. Berberis thunbergii atropurpurea 'Crimson Pygmy' CRIMSON PYGMY BARBERRY g3 cont. EQ. HT. & ~tPD.
1 NSH 4 EA. OF ALL OTHERS 8 EA. OF ALL OTHERS OTHERS NOTED *R.G. 49 TOTAL PLANTS 8 CJ - CJ 61 CJ 24'-30" ht, Geyera japonica CLEYERA ~3 cont. EO. HT. & SRPD.
NOTED *R.G. IN SCHEDULE NOTED *R.G. IN SCHEDULE IN SCHEDULE 47 18 18`-24" hl Ilex giabra 'Nigro INKBERRY /3 cont. E0. HT. & SRPD.
1 DRB . 50 "-1 ' ht Ro hlolo sis indica 'Snow White' IH 12 5 p p INDIAN HAWTHORN /3 cont. EQ. HT. & SRPD,
R.G. R.G. 14 #9 # R.G.#11 236 S.F. 3 EA. OF. PLANTS R.G, 5 GRASS Z.G,#5 ' ; ~1 WO
189 S.F. # 345 S.F. 3 EA. OF: PLANTS 74 PERENNIAL NOTED MIN. 3' 396 S.F. 396 S.F. J ~ / ' ' 74 BS 8"-12" hL Andropogon virginicus BROOM SEDGE PLUG R.G.*
1 FH 74 PERENNIAL NIAL i 130 PEREN NOTED MIN. 3 FROM CURB & 116 PERENNI~ ~4 SHRUB t@ I16 PERENNIAL l' ! ; i /~r _ Carex sa aria *
FROM CURB & 77 TOTAL PLANTS 7 OF EA. ALL +5 S}IRUB 78 TOTAL PLANTS ~p~ / , , ; 74 BBS 8" 12" ht. oP BLUNT BROOM SEDGE PLUG R.G. 3ai~f@.1{~Sili ~ ' i , 45 RSG 8"-12" ht. Paniclum vfrgatum 'Haense Hermes' REO SVdTCHGRASS ~i cont. MIN. 3' FROM CURB/ R.G.*
137 TOTAL PLANTS 4 OF EA. ALL OTHERS NOTED 121 TOTAL Pl 2 ID 3 IH 15 HFG OTHERS NOTED *R.G. IN % /r 121 TOTAL PLANTS , 77 HFG 18"-24" ht. Penniatium orientate 'Herbzauber' HERBZAUBER FOUNTAIN GRASS ~1 cont. 36" SPACING
5 SJW 5 HFG , 74 CLB 8"-12' ht• Schizachyrium scoparium 'Camper' CAMPER UTTLE BLUESTEM PLUG R.G.*
d T 8 CJ *R.G. IN SCHEDULE SCHEDULE APPROX. LIMI OF ! 3 CJ 5 ID I i, ' VINE
» » ~ r ~ - SEED MIX A 13 CPB , - 3 FH 19 VC 12"-18" ht. Porthenoclssus quinquefolia VIRGINIA CREEPER ~1 cont. MULTI-STEM
- 1 MCM 1 NSHM _ _ _ I l PERENNIALS
4 IB I ~ - - i'I i / •
J _ _ JZ _ _ g C _ ~ - - _ ~ SMOOTH BLUE ASTER PLUG R.G. ' i ? ! 74 SBA 8"-12" ht, Aster laevis _ _
- _ i - _ _ _ _ - ~ 7 IH - _ - - - ~_.-JP . _ t-BRB-- _ _ J _ ~ ~-r / - Aster novae-an line NEW ENGLAND ASTER PLUG MIN. 3' FROM CURB/ R.G.* _ ~ rr j 45 NEA 12" ht.
_ _ 5 HFG , - . _ 8' ' _ _ _ i 1 % ~ 45 F81 8"-12" ht. Bo tisia austrolis FALSE BLUE INDIGO SP#3 MIN. 3' FROM CURB/ R.G.* r' l
i A r _ _ - . ~ . 3 ID ~ ~ - _ ! ; 45 PJP 8"-12" ht. Eu otorium u ureum PURPLE NODE JOE PYE WEED PLUG MIN. 3' FROM CURB/ R.G.• _ ~ MIN. 3' FROM WRB/ R.G.*
i t~ ' ~ , ~ L MI W V ~ _ ' ij 3 SJW ~ ~ ~ , ~ ~ , - ITS=OF-SE-Et~_ _ _ ~ i r - ~ 45 FS 8"-12 ht, H o si helianthoid FALSE SUNFLOWER SP$3 ~ r / el s es
, l ~ v~ MIX a B y ~ » n--- _ - • l i, 3 EA. OF. ~ ~ - ~ 74 SWS 8"-12" ht. Iris siberica 'Sk Nrtn ' SKY IWNG SIBERIAN IRIS SP,y3 R.G.*
- ~ , ~ ~ ; ~ i > > ~ PLANTS NOTED _ _ ~O--~S-- J r~ fib./~ ~ % r ~ " l 79 GF 8"-12" ht. Liatris noatoch GAYFEATHER SP~3 R.G.*
, . ~ i, ~ ~ ~ , i 1 MIN. 3 FROM t0-Py~--- t , ~ ~ ft~ _ ~ I Y _ . 19 SGF 8"-12" ht. Liatris s icata 'Kobiad' SPIKE GAYFEAIHER SP~3 R.G.•
645 ~ " ~~j ~r ; ; - ~ ~ ~ ~ ~ _ CURB & ~ ~ 79 PB8 8'-12" ht. Monarda 'Petite Delite' PETITE DELIGHT BEE BALM SPg3 R.G.*
_ _ _ -7-EA. OF _ - - _ - - - _ - - - 0 _ ~~SSB__ - i i Tii i--- _ ~ . _ T . ~ _ 9o~w_ ~ ; ~ 74 BGP 8"-12° ht. Phlox subulata 'Emerald Blue' BLUE GARDEN PHLOX SP~3 R.G.*
ALL OTHERS ~ = ~ / i . ; I _ - 1 2 IB ~ DRB ~ ~ NOTE: 74 POP 8"-12" t. Ph oste is vir iniano PINK OBEDIENT PLANT SPg3 R.G.*
O D R i ~ t 1. I, 1 MCM SCHEDULE ~ I ~ 'MCM'` ~ v. ~ ' i~~ SSB ~ i/~~, Y ~ i I i ~ ~ FOR EXIST. TREES OF 8" DBH BLACK EYED SUSAN SPg3 R.G.•
e i ~ ~ / ~ _._..c,/ / 1 NSHM , AND OVER WITHIN THE 40' SET 7s cs a`-12` Rudbeckia hrl Ida 'Goldsturm' BACKREFER TO EROSION 74 BES 8"-12" ht. Rudbeckia triloba BROWN EYED SUSAN PLUG R.G.•
~ i / j ~ / y, ~ ~ i 5 HFG 16 IH ~ , ~ ~~~i//// i i,, ~ CONTROL PLAN 74 MNS _ Salvio nemorosa 'Mainacht' MAY NIGHT SALVIA SP~4 R.G.•
i~:. ~ 11 22 CPB ~ ~ y ~ ; I , ~ 21H ; , ~ 74 SG '-1 " Solids o ri ids S11FF GOLDENROD PLUG R.G.*
~ ~ ~ ~ _ ~ I 7 JZ 4 CPB _ . ~ IZ NEW YORK IRONWEED PLUG MIN. 3' FROM CURB/ R.G.• 45 N 8"-12` Vemonla noveboracensis
w ~ - - --y _ - ' ~ I ~ 4 HFG , EMERCfWT PEREN S (IN R TENTION ON )
GF, SGF, 1 NSHM _ - - _ ; ~ ~ 6 PB ~ y 3 105 8"-10` ht. Dulichium arundinaceum THREE-WAY SEDGE PLUG PLANT AT ELEV. 639.5 - 640.5 (0-6" WATER) @ 3' O.C.
PBB, GS R.G. 15 ~ _ ESTIMATED SEEDING QTY: 11o PW 8"-10" ht. Pontederia Cordata PICKERELWEED PLUG PLANT AT ELEV. 639 - 640 (0-12` WATER) @ 4' O.C.
N Ui ~ ~ c c ~ ~ L - - ~ _ ~Q~ - - r - - .n ~ 116 PERENNIAL ~ ' . ~ ^ • ~ ~ ,n ~ : ~ • - . n . ,'n . _ 1.) SEED MIX "A" _ (18,800 S. f. 90 DP B"-10" ht. Sagittaria latifdio DUCK POTATO PLUG PLANT AT ELEV. 638.5 - 639,5 (6-18` WATER) @ 6' O.C
n~ •Rn. ~ ~ fin. ~ n ~ ~ 21 lbs. NATIVE GRASS MIX . 175 LT 8"-10" ht. Saururus cemuus LIZARDS TAIL PLUG PLANT AT ELEV. 639 (12` WATER) @ 3' O.C.
_.r_ ~ SHRUB n.--..~_~.-.i_ ~_--_ti.--- -1-.~.... _ ~ _ _ _ , 102 lbs. TEMPORARY COVER CROP 7 SSB 8"-10" ht. Scirpus tabernaemontani SOFT STEM BULRUSH PLUG PLANT AT ELEV. 639 - 640 (0-12" WATER) @ 20' O.C.
- - 122 TOTAL PLANTS - - - - - - - - 2.) SEED MIX "B" = 13,000 s.f.
REPAIR ALL DAMAGED TURF BETWEEN SIDEWALK & CURB WITH SOD REPAIR ALL DAMAGED TURF BETWEEN 5 LBS DETENTION BASIN MIX PLANT SCHEDULE NOTES:
SEEDING NOTES: s.) SEED MIX "A" SHALL BE: SIDEWALK & CURB WITH SOD 17 lbs. TEMPORARY COVER CROP 1,) ~ R.G. INDICATES PLANT TO BE USED IN RAIN GARDEN.
SOUTHEAST NATIVE GRASS MIX 2903 ENERAL N 'DES: # G 0 2.) PLANTS WITH COMMENT "3' FROM CURB" SHALL BE PLANTED NO CLOSER THAN THREE (3) FEET FROM BACK OF CURB.
1.) TEMPORARY COVER CROP OF GERMAN MILLET SHALL BE INCLUDED (VIRGINIA WILD RYE, PURPLE TOP, AND BROOM SEDGE) 3.) TREES WITH THE COMMENT n6' C.T." SHALL HAVE A TRUNK CLEAR OF BRANCHES TO A HIEGHT OF 6' FROM THE GROUND.
IN EACH OF THE SEED MIXES. SEEDING SHALL BE DONE AS SOON AS BY APPLEWOOD SEED COMPANY OR APPROVED EQUAL. WITH TEMPORARY COVER 1.) CONTRACTOR TO VERIFY PLANT AND SEED QUANTITIES AS SHOWN 0 AS SHOWN ON ~
POSSIBLE AFTER MAJOR CONSTRUCTION ACTIVITIES THAT ARE DISRUPTIVE CROP OF GERMAN MILLET, PLAN. TO GERMINATION HAVE BEEN COMPLETED. 2.) PLANT MATERIALS AND PERMANATE SEED MIX SHALL NOT BE OT BE P POSED PLA TS I THE EXISTI G OODLA D BUFFER SHALL BE INSTALLED
PLANTING RATE/ACRE: NATIVE GRASS MIX = 22 Ibs. INSTALLED UNTIL AFTER ALL MAJOR CONSTRUCTION ACTIVITIES HAVE BEE .S HA E BEEN 7.) RO N N N W N
2.) ALL DISTURBED AREAS SHALL BE EITHER HYDRO-SEEDED OR GERMAN MILLET = 120 Ibs. COMPLETED, AND ONLY DURING THE PLANTING SEASON(S) AS DEFINED B V BY HA D DIGGING DUE TO PROXIMITY TO EXISTING TREES AND OTHER ACCESS N S DEFINED BY RESTRICTIONS.
DRILLED WITH SEED MIX "A" OR SEED MIX "B" AS INDICATED ON THE 7.) SEED MIX "B" SHALL BE: THE CITY OF CHARLOTTE. 3 5-13-05 REVISED PLANTING AT POND PER D.W.Q. COMMENTS SNH
LANDSCAPE PLAN. DETENTION BASIN MIX #3164 3. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT A MINIMUM OF MUM OF 8. EXOTIC PLANTS WITHIN THE EXISTING WOODLAND BUFFER SHALL BE 2 4-25-05 REVISED PER CITY COMMENTS BJD
(WATER PLANTAIN, SWAMP MILKWEED, BUR MARIGOLD, ALLEGHENY MONKEYFLOWER, THREE 3 WORKING DAYS PRIOR TO PLANTING IN RAIN GARDENS AND I ) 1 3-15-05 REVISED PER CITY COMMENTS SNH DENS AND RET. IDENTIFIED AND TREATED BY CONTRACTOR PER EXOTIC PLANT GUIDELINES NO. DATE REVISION BY
3.) IF SEED IS TO BE APPLIED WITH A SPECIALIZED DRILL SEEDER, DITCH STONECROP, CUTLEAF CONEFLOWER, COMMON ARROWHEAD, BLUE VERVAIN, POND TO COORDINATE LAYOUT OF PLANT MATERIALS. (PUBLISHED BY NORTH CAROLINA DIVISION OF PARKS AND RECREATION DEPT. OF PROJECT N0.
DRILL SEED TO A MAXIMUM DEPTH OF 1/4 INCH DEPTH, FIRM SOIL WITH AWL-FRUITED SEDGE, FOX SEDGE, VIRGINIA WILDRYE, SPIKE RUSH, FOWL MANNA ENVIRONMENT AND NATURAL RESOURCES). CONTRACTOR MAY CONTACT SHEET TITLE 290Pa~
CULTIPACKER. MULCH PER CITY OF CHARLOTTE LANDSCAPE GRASS, PATH RUSH, SOFT RUSH, TORREY'S RUSH, RICE CUT GRASS, SWITCH 4. LANDSCAPE ARCHITECT AND OR LANDSCAPE MANAGEMENT MUST / CONSTRUCTION STANDARDS. GRASS, SOFTSTEM BULRUSH, AND PRAIRIE CORDGRASS) BY APPLEWOOD SEED INSPECT AND THEN APPROVE THE LOCATION OF PLANT MATERIALS IN TH T MUST LANDSCAPE MANAGEMENT FOR ASSISTANCE IN DETERMINING IF EXOTIC SPECIES ARE scALE
COMPANY OR APPROVED EQUAL. WITH TEMPORARY COVER CROP OF GERMAN RAIN GARDENS AND RET. POND BEFORE PLANTING SHALL BEGIN: LANDSCAPE PLANTING PLAN " _ ' ERIALS IN THE PRESENT. 1 20
4.) IF AREA IS TO BE HYDROSEEDED HYDROMULCHED: APPLY MULCH MILLET. :GIN: DATE 03/17/05
AT A RATE OF 1500-2300 POUNDS PER ACRE. APPLY THE SEED FIRST 5, SOD SHALL BE BLUE TAG CERTIFIED TALL FESCUE. ONLY BLUE TAG PREPARED BY aiANM BY Y BLUE TAG PROJECT SLB SNH
. ) WITH 5-10% OF THE MULCHING FIBER, THEN APPLY THE BALANCE OF PLANTING RATE/ACRE. CERTIFIED TALL FESCUE SOD WILL BE APPROVED AND ACCEPTED. / TED. ; ~ a CARS CHECKED BY
THE MULCH SEPARATELY AS SECOND STEP. FOLLOW PROPER DETENTION BASIN MIX = 32 Ib,. (OR LESS THAN 1 /2 ACRE = 12 oz./1000 sq. ft). °•°••~..li MALLARD CREEK PARK AND RIDE 1 ' 0~.~° D5C ° SNH BJD
PRnCFPURFS Tn MINIMI7F THE AMO~)NT OF TIME THAT SEED IS r~ollnt,i ~1n i rT _ 7~n i~.,. , ,~„r„„. t„~ ~.,,,.T~,,,.
CIRCULATED THROUGH PUMPS OR PADDLES PRIOR TO APPLICATION. VL Y n IYIILLL I 11-1v va, t IIN(i j `W?' F 1'T1~ JAV, f t;A5t; VLA(;t; DRAWER NO,
WOODLAND BUFFER ARE APPROXIMATE. CONTRACTOR SHALL MARK OVER CIRCULATION MAY DAMAGE THE SEED AND AFFECT GERMINATION 8 APPLEWOOD SEED COMPANY PROPOSED PLANT LOCATION WITH A STAKE LABELED WITH THE SPECIES MARK RK CHARLOTTE, NC 28262 -
RATES. 5380 VIVIAN ST. OR COLORED CODED FLAG FOR APPROVAL FROM LANDSCAPE ARCHITECT HE SPECIES - 129 :ARCHITECT POST, BUCKLEY, SCHUH 8 JERNIOAN, INC. _ SHEET N0.
ARVADA, CO 80002 OR THE CITY PRIOR TO INSTALLATION. 400 EAST TRADE STREET
5.) PRE-SOAK PLANTED AREAS THOROUGHLY AND MAINTAIN TEL. [phone] 77 CENTER DRIVE, SUITE 500 , Tr Ll 00 CHARLOTTE, NC 28217 S
CONSISTENT MOISTURE FOR 6 WEEKS, THEN GRADUALLY REDUCE FAX [phone].) LIGHT POLES WILL NOT BE PERMITTED IN LANDSCAPE ISLANDS WHERE ANDS WHERE PH (704 522-7275 N, rlo CHARLOTIEAREA7RANSIT5Y5TEM PAX (704 525-2838 CHARLOTTE, NC 28202
WATERINGS. email: [e-mail] TREES ARE PROPOSED. . W W W. PBSJ.COM oS l 0

TYPICAL PLAN SHOWN ON U TYPICAL PLANT(S) FROM SCHED. WITH "R.G." COMMENT. QUANTITY FOR EACH RAIN GARDEN NOTES: SHOWN ON LANDSCAPE PLAN. PLANTS OF SAME SPECIES SHALL BE PLANTED IN
PLANTED IN GI PLANTED IN GROUPS AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT , 1. REMOVE WIRE OR NYLON TWINE FROM BALI.
(SEE RAIN GAf (SEE RAIN GARDEN PLANTING NOTES) 2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
SHRUBS, QUANTITY FOR EACH RAIN GARDEN & LOCATION SHOWN ON LANDSCAPE PLAN. TYPCAL PLANT 3. SEE ATTACHED LANDSCAPE CONSTRUCTION STANDARDS FOR OTHER
LANDSCAPE ARCHITECT SHALL APPROVE TYPCAL PLANT(S) FROM PLANT SCHED. WITH "MIN. 3' FROM CURB/R.G." COMMENT, TYP. PLANTING REQUIREMENTS.
LOCATION PRIOR TO I STALLATION. I I SHOWN ON L~ ' ~ PLANTED IN GI SHOWN ON LANDSCAPE PLAN, PLANTS OF SAME SPECIES SHALL BE PLANTED IN PLANTED IN GROUPS AS DIRECTED IN THE FIELD BY LANDSCAPE ARCHITECT, 4. STAKING REQUIRED FOR LEANING TREES OR AS REQUIRED BY
SEE RAIN GARDEN PLANTING NOTES) , CONTRACT. SEE GENERAL NOTES: SEC. 04100-TREE PLANTING,
( PART 3 PARAGRAPH 8.9.
15" RCP 15" RCP 5, C.T. =CLEAR TRUNK (NO BRANCHES) FROM GROUND TO A HIEGHT OF SIX (6) FEET FROM GROUND
I
I 3/+' NriaN STRAP ( OP110IIAL-SEE NOTE 4)
I 6' ~JP KNOT KITH STOP KNOT.
, _ _ _ _ _ ROOT CROWN TO 6" LARGER THAN TREE DIAMETER ~ _ ; . _ _ - . . BE AT FlNISH GRADE + Y.
~ i i - - , i ~ ~ ~ ~ REMOVE TYPICAL EXCESS SOIL ~ FROM ROOT CROWN. KEEP MUlgi AWAY FROM TRUNK 1' TO 2' ° \
~ ~ i ~ i i ~ ~ 6' C.T. BUTTRESS
_ 1'xYz18" MUOD STAKE 4" MAItlMUM LAYER OF MULCH, WITH CENTERED 3/B' NqE 5' aAMETER PoNC FOR SINGU: TREES
i i' 1 i i i ~ DROP INLET 1 ~ DRIVEN IN LINE WITH STRAP
i.~ ~ ~ ° ~ ' ~ ! i. i i. i % I I > I 4' MAXIMUM HIGH WATER 1 I • BEf~I OUTSIDE OF BACKFlLL i
~ THREE ~(3) ~ FEE~f FROM BACK' OF CURB , ~ ' ~ , ~ i ~ i I FlNISH GRADE
i ~ ~ ~ i ~ / ~ / i % ~ I ~i I: r~~ .,.::2;~,. '
i i i ~ ~ / I ' ~ i ~ i~ %
B ~ , _ _ i ' I REMOVE TOP 1/3 BURLAP ' ~ ; ~`~:s~~ ~c I ANO ANY NAILS/PINS, ETC. %~i/~~~~~~~'.;i~ ••y~
' OVERSTORY' TREE (SEA PLANS i ~ _ . _ _ . I ~ I i I I ( ~ r~r/, i BAq(FlLL AS sPEgFlEo REMOVE TOP 2/3 OF N1RE ~ \ r;, . ~~UNDISNRBEO SOIL
i ~ ~ i . i i i ~ ~ I BASKET NHERE PRESENT ° I'
CLEANOUT,1:Ok PVC 1~NDERDRAIN i I i i ~ i i ~ , RAISE PIT BOTTOM TO SET BUTTRESS ROOTS . ' AT THE CORI~CT HdCHT. FlRM SdL UNDER
~ ~ i _ i ! ROOT BALL B' 6' 00T BALL 01 . 8"
~ I PLANTING BED PREP PER CHARMECK STDS.' • • I ° I I , ~ I VARIES
t TYPE I i i ,
i UNDISTURBED SUBGRADE ; - ; ' ~ ~ _ _ _ - ~
. fAIN. ~ ~`YP. •
- 1 - - _ ~ - i - ~ ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (AMSI, 1990, PART 1, "SHADE AND FLOWERING TREES") .
- FOR EXAMPLE: CALIPER HEIGHT (RANGE) MAX. HEIGHT MIN. R00T BALL DIR. MIN. ROOT BALL DEPTH 2' 12-14' 16' 24" 16"
1' TYP. 3' 14-16' 18' 32" 21"
TREE PLANTING FOR SINGLE AND MULTI-STEM TREES
5
N.T.S. CMLDS STD. DTL, 40.01
SAND AND TOP SOIL MIX (SEE NOTE) IMPERMEABLE MEMBRANE (RUFFCO 30008 LOW DEN'. IOOB LOW DENSITY
DDII AAAAII POLYETHELENE LINER OR APPROVED EQUAL) EQUAL)
BACK OF CURB 1) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST IN
NOTTO~ALE EDGE OF PAVEMENT ASSOCIATION Wllli THE BID. ANY DISCREPANCIES BETWEEN QUANTITIES ON PLAN AND PLANT LIST SHALL 8E BROUGHT
TO THE ATTENTION OF THE CITY ENGINEER SO AN ADDENDUM CAN BE ISSUED. 2) ALL TREES, SHRUBS AND PLANTS SHALL CONFORM TO MOST CURRENT REVISION OF THE "AMERICAN STANDARD FOR
NURSERY STOCK" PRODUCED BY THE AMERICAN ASSOCIATION OF NURSERYMEN (ANSI Z60,1).
LIMIT OF RAIN GARDEN VARIES -SEE PLANS 3) IF NECESSARY, ALL DECIDUOUS ANO EVERGREEN TREES SHALL BE STAKED ANO GUYED TO MINIMUM STANDARDS
SEE LANDSCAPE PLAN FOR SPECIES AND QUANTITIES OF EACH RAIN GARDEN ESTABLISHED BY THE LANDSCAPE INSTALLATION DETAILS IN THE MOST CURRENT EDIITON OF THE CHARLOTTE 3' MIN. MECKLENBURG LANG DEVELOPMENT STANDARDS MANUAL.
NOTE: INSTALL ONLY THOSE PLANTS FROM SCHED. WITH "MIN. 4) ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING.
5) ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILUNG.
0 6) LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION AND SHALL
BE RESPONSIBLE FOR DAMAGES DUE TO LANDSCAPE OPERATIONS.
r 7) ALL PLANT'S SHALL BE GUARANTEED TO BE IN HEALTHY CONDITION FOR ONE (1) YEAR AFTER ACCEPTANCE BY OWNER OF ALL PLANT MATERIAL.
OVERSTORY TREE (SEE PLANS) r'' o 8) ALL PLANT MATERIAL SHALL BE MULCHED WITH A FOUR (4) INCH (THREE (3} INCH IN RAIN GARDENS} LAYER OF
1 ~ 3' FROM CURB/R.G." COMMENT. IMENT. INSTALL ONLY THOSE PLANTS FROM DOUBLE-HAMMERED HARDWOOD. MULCH BEDS SHALL BE CONTINUOUS AROUND MASS PLANTINGS. THE SCHEDULE WITH THE COMMENT 9) ALL DISTURBED AREAS THAT WILL NOT BE LANDSCAPED, AS INDICATED ON THE PLANS, SHALL BE SEEDED PER SECTION
~ CLEANOUT FOR PVC UNDERDRAIN n
m 1' "R.G." AT PERIMETER 04200 OF THE LATEST RENSION OF THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS MANUAL. 10) ALL PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING
W 1 -6 CURB, (TYP.) SPEgFlCAl10NS SHALL BE REMOVED ANO REPLACED AT THE CONTRACTOR'S EXPENSE. ~ ~ ~ ~ 11) CONTRACTOR SHALL FLAG ALL PLANT MATERIAL LOCATIONS IN THE FlELD FOR APPROVAL BY LANDSCAPE ARCHITECT
n ~ ~ 10 10 ~ ~ - ~ TYP AND/OR OWNER PRIOR TO INSTALLATION. FIELD ADJUSTMENTS SHAD. ADDRESS EXISTING CONDI110NS (LOCATIONS
1 - 1 ~ ~ ; ' ~ n ^ o PARKING LOT SURFACE, ( ) SHOWN ON THE PLANS FOR EXISTING VEGETATION' ARE APPROXIMATE) AND DESIGN INTENT. IT SHALL BE THE
'I; ~ ~I ~ ' LANDSCAPE CONIIZACTOR'S RESPONSIBILITY TO COORDINATE WITH THE LANDSCAPE ARCHITECT PRIOR TO ORDERING ' PLANT MATERIALS TO VERIFY ANY CHANGES.
4 b.EPTH; DOUB_E b{>;MluttERED, HARDWOOD , ~ ' I ' ~ ~ ~OUTSIDE OF ~~AIN ;.G~ARgEN; GYP: ' ' ; ~ . ~ ~ , I. 12) THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY IMPROPER SOIL CONDITIONS
~ , `;I (WETNESS, MUCK, DEBRIS, ETC.) PRIOR TO INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL SOIL
~ ~ ' PLANTING SOIL PER CHAR-MECK LAND DEV. STNDS; _ , . , , ~ ' =-I!( 3" DEPTH DOUBLE HAMMERED HARDWOOD AMENDMENTS REQUIRED TO PROMOTE HEALTHY, VIGOROUS PLANT GROWTH, INCLUDING ROSE BEDS. Ii MULCH WITHIN RAIN GARDEN TYP. t3) CONTRACTOR S1iALL REPAIR AND/OR REPLACE AT THE CONTRACTOR'S EXPENSE ANY EXISTING SEED/SOD OR
' ~ ~ ~ ~ ~ ( ) i ~ ''t ~:I _ OW LANDSCAPE DISTURBED BY CONSTRUCTION. REPAIR AND/OR REPLACEMENT SHALL BLEND INTO EXISTING SEED/S00 OR
DEPTH VAR iii, ii_I ~ i ~ ._„.tl i _ ~ ~ ~ ~ : ~ : - - _ ~ I' _-'__I ~ ~ , ' ~ APPROVEp SAND'. AND TOP SOIL :MIX " ~ ~ I - , I , I ~ ~~i ,I ~ -i. i~ ~i 11, ~ . III ~~I.:~ I~-~I~ J.! .1_-III,--:! ;,II_ = i,,_ ~ ~-~I1.~~1'-~ ~ ~ (SEE PLAN' DEPTH VARIES IMPERMEABLE MEMBRANE (RUFFCO 30008 L LANDSCAPE. ~ '--,i;-- DENSITY POLYETHELENE LINER OR APPROVED EQUAL SEE PLANS ~'r,r'--, ) 14 STREET TREES LOCATED ADJACENT TO LIGHT POLES DRIVEWAYS U11UilES AND SIGNS, ETC. TO BE FIELD ADJUSTED
I I ~ ~ i i ~ ~ I_~I~ ~ .i I _ _ - I~~ I - ' _ I I- ~I ~I - i i i. li' I _I~ ~ _~l,- ~ ~ i i - ! I _ ~ _ ~I~~ III 1 i it _ ~I~~ I~ _.i - ] ~ ~ _i' UNDISTURBED SUBGRADE BY LANDSCAPE ARCHITECT AND/OR OWNER PRIOR TO INSTALLATION,
- ~ ~--~i~:--i,i ~ -'I,,-_ill ICI ~i~-II. ,i. i~, (I~~-I li. _i,~- i. - - ~ _ RAIN GARDEN PLANTING NOTES. ~ ~ - , I Iii ~ II -I! 15) MINIMUM TREE SIZE AT PLANTING IS 3-INCH CALIPER (FOR SINGLE STEM TREES), ALL MULTI-STEM PLANTS MUST BE ] ,
IGURATION. THEREFORE, THIS PLANTING DETAIL IS TYPICAL IN 'll ;;i_. 1.) NOT ALL RAIN GARDENS HAVE THE SAME CONF ' TREE FORM, MINIMUM OF 3 TO A MAXIMUM Of 5 TRUNKS, AND MINIMUM 8 FEET TALL. ~ APPROVED SAND AND TOP SOIL MIX 16) ALL STRAPPING AND TOP 2/3 OF WIRE BASKET MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO
T OF PLANT MATERIALS AND TO PROVIDE "li=1i i', ~ ~ CONCEPT ONLY AND IS INTENDED TO SERVE AS A GUIDE FOR LAYOU I _ -Uo`U~"UbU o 0 ',__',il_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ o BACKFILUNG PLANTING PIT. REMOVE TOP 1/3 OF BURLAP FROM ROOT BALL. a
INFORMATION FOR BIDDING PURPOSES. -IIi-11i ] ~ a12 FILTER FABRIC-NON-WOVEN 17) FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUC110N DEBRIS, REMOVE o a COMPACTED SOIL AND ADD 24" NEW TOPSOIL OR UNCOMPACT AND AMEND THE TOP 24" OF EXISTING SOIL TO MEET
PE ARCHITECT AND OR LANDSCAPE MANAGEMENT A MINIMUM OF THREE -_I;I , ~ ~ - I,." _ ~ - 2.) THE CONTRACTOR IS TO CONTACT LANDSCA / ~ I _ i i[! TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE). ~ II~.= , , _Ii1- UNDERDRAIN GRAVEL BED #57 STONE CALL 704-336-6769 FOR INSPECTION OF SOIL.
TERIALS IN THE RAIN ~ i';I= ~ I'~'.-~. i, =jl~ -III-~ RIOR TO PLANTING OF RAIN GARDENS COORDINATE THE LAYOUT OF PLANT MA - ~r-- 6 PERFORATED PVC -f" i ;:__-'I! (3) WORKING DAYS P I, !'i I_~ I't.__'i ~ I--' ~ ~ 18) ALL SHRUB BEDS SHALL BE TREATED WITH AN APPROVED NON-ROOT INHIBITOR PRE-EMERGENT
GARDENS. TO DROP INLET =1I -~;=11'- ] Iii=l ' HERBICIDE AND REMAIN UNDISTURBED BEFORE PLANTING PER MANUFACTURER'S DIRECTIONS. TREE ,I.-I ; I I_~_! I RINGS SHALL ALSO BE TREATED WITH A P05T EMERGENT HERBICIDE ANO BE KEPT FREE OF WEEDS AND DEBRIS
- I,j-,~ =1I~- HALL INSPECT AND THEN APPROVE THE TYPICAL SECTI I:.... _ ~ i~~ i I- THROUGHOUT THE WARRANTY PERIOD,
3.) LANDSCAPE ARCHITECT AND/OR LANDSCAPE MANAGEMENT S - F DIFFERNT CONFIGURATIONS BEFORE PLANTING SHALL BEGIN _Ui_Ii._;~~--~.~i==:1=111,_=ail-=,!~-~ LAYOUT OF PLANT MATERIALS IN SEVERAL RAIN GARDENS 0 NOTT09CALE ~ I ~ ' I:- I I --III _!'~~hli 11 I li-_=ili.~l 19 PLANT SUBST11U110NS MUST BE PRE-APPROVED BY OWNER AND OR LANDSCAPE ARCHITECT PRIOR TO INSTALLATION _.i CONTRACTOR MAY BE REQUIRED TO PROVIDE VERIFICATION PLANT MATERIAL IS UNAVAILABLE.
IN THE REMAINDER OF RAIN GARDENS. ' =-III-=i I'=~; I i= . I i=a ! f--I d I-=~~ II~~-I' 20) PLANTING MIX FOR R.G. SHALL BE NATURAL,FERTILE,AGRICULTURAL TOPSOIL, CAPABLE OF SUSTAINING VIGOROUS PLANT
GROWTH. IT MAY BE DEVELOPED BY AMENDING THE EXISTING SOIL OR REMOVING THE EXISTING SOIL, AND REPLACING WITH NEW SOIL. IT SHALL BE OF UNIFORM COMPOSITION THROUGHOUT WITH ADMIXTURE OF SUBSOIL, IT SHALL BE
FREE OF STONES, LUMPS, LIVE PLANTS AND THEIR ROOTS, STICKS, AND OTHER EXTRANEOUS MATTER. PLANTING MIX
TYPICAL RAIN GARDEN PLANTING DETAIL SHALL NOT BE USED VAHILE IN A FROZEN OR MUDDY CONDITION. UNU:SS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS THE PLANTING MIX SHALL CONTAIN THE FOLLOWING SPECIFIED PERCENTAGES OF CONSIITUENI'S:
1 N.T.S. CLAY -MIN. 10%-MAX. 40% (RED CLAY, WELL PULVERIZED); CLAY SHALL BE STERILE. SILT -MIN. 20%-MAX.50%
I~ COARSE SAND -MIN. 20%-MAX,50%, COARSE SAND AND FREE OF ROCK, 1.OMM TO 0.5MM IN DIAMETER. ORGANIC
pp~~GERED MATERIAL-MIN. 5-10%. ORGANIC MATERIAL IS DEFINED AS COMPOST/HUMUS SUCH AS SAWDUST OR LEAF MOLD THAT NTS HAS COMPLETED THE DECOMPOSTION PROCESS. PERCENTAGE OF ORGANIC MATTER SHALL BE DETERMINED BY LOSS i
ON IGNITION, OF MOISTURE FREE SAMPLES DRIED AT fi5 DEGREES. PLANTING MIX SHALL HAVE AN ACIDITY RANGE OF PH 5.5 TO 7.D
REMOVE ANY BROKEN OR SPACING VARIES DEAD AND DISEASED LIMBS SEE LANDSCAPE PLAN ELEMENTS -THE PLANTING MIX SHALL HAVE THE FOLLOWING NUTRIENTS AT THE SPECIFIED PERCENT BASE / EQUAL SPACING DGE OF SATURATION TO BE DETERMINED BY SOIL TEST REQUIRED BY THE CITY OF CHARLOTTE; CALCIUM - 55% TO 80%,
NOTES: i BETWEEN ALL PLANTS ~gNTING ED MAGNESIUM - 10% TO 30%, POTASSIUM - 5% TO 8%.
R PR SENTATIVE OF CITY COUNTY ENGINEERING A SAMPLE OF THE PROPOSED PLANTING MIX SHALL BE SUBMITTED TO A E E / TYPICAL PLANTING 8 LAN DEPARTTJENT OR PRE-APPROVED SUPPLIER 15 CALENDAR DAYS PRIOR TO INSTALLATION ANO BE APPROVED PRIOR TO
1. OMIT COLLAR AROUND EACH SHRUB 1 f IFlED BALL DIAMEtER WHEN IRRIGATION SYSTEM IS PRESENT. r'-~ r'-~ SPEC TYP. coLLAR SPECIFIED BALL DIAb :CIFlED BALL DIAMETER INSTAU_A110N. ALTERNATELY, THE CONTRACTOR MAY SUPPLY DOCUMENTATION THE SOIL MIX WAS PROVIDED BY A
MIN. 2" HT. 2. INSTALL TOP OF PLANT BALL PRE-APPROVED SUPPLIER.
~ 2" A80VE ADJACENT GRADE. 4" LAYER TOP OF BALL 21) CONTRACTOR RESPONSIBLE FOR ARRANGING AND OBTAINING PRE-APPROVAL OF PLANT AND TREE MATERIAL FROM 'ECTIVE BALL OIAMEfER CHARLOTTE LANDSCAPE MANAGEMENT PRIOR TO DELIVERY ON SITE. CONTRACTOR TO CALL [phone] FOR SCHEDULING
OF APPROVED EFFECTIVE BALL OIAh ~ MULCH AS DUG NATURAL SOIL LINE ~ 3. TAMP PLANTING MIX FIRMLY TOP OF BALL UNACCEPTABLE SOIL CONTAINER GROWN PERENNIAL PLUG INSPECTION/APPROVAL OF PLANT MATERIAL.
AS PIT IS FILLED AROUND a AS DUG ACCEPTABLE SOIL SPACING VARIES (SEE PLANT' SCHEDULE 22) TYPE II PLANTING MIX COMPOSIt10N SHALL CONFORM TO CHAR-MECK LAND DEVELOPMENT STANDARDS. VERING AND REFER TO LANDSCAPE PLAN)
EACH PLANT BALL. ~ ROOT CROWN COVERING ~ ~ 'r~,:'~:~' r3;.;'. 1" MAXIMUM OF SOIL ~ 8' ~ I ~ ROOT CROWN 23) IT IS THE RESPONSIBILITY OF THE CONTRACTOR /LANDSCAPER TO NOTIFY THE URBAN FORESTER OF ANY SITE CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL [phone] OR THE URBAN FORESTER NAMED ON THE
~ 4. SOAK EACH PLANT BALI AND MIN. ~;••°';;r''.'•.,'' c COVERING ACCEPTABLE APPROVED PLAN FOR ANY CONFLICTS REGARDING SIGHT, SIGNS, OVERHEAD POWERUNES OR OTHER UTIUITIES. TURAL SOIL LINE ROOT CROWN TD BE AT
o PIT IMMEDIATELY AFTER c • NATURAL SOIL LINE ~ INSTALLAnON. "v" TRENCH AROUND FINISH GRADE + i
ENTIRE PLANTING BED 5 0 2" MULCH AT CROWN
EDGE OF TAMP SOIL MIX UNDER ~ PLANTING BED LANT ArX EACH PLANT BALL T4 FINISH rr 3" LAYER
CUT ROOTS AS NECESSARY MINIMIZE SETTLEMENT GRADE -~-OF MULCH
v IN CONTAINERIZED PLANTS THAT ARE POT BOUND I~~ l
c ~i
P CAL PLAN BED D Ti ii~.~ -rk"''I~ '11- ~ - 111: c- I ~ ELI ~ii , ''r i~ l,ll i.iii -=~ITil1w i -1 ~l ~ '
0 0 PREPARED PLANT BED/ SOIL MIX N0. DAIS REVISION BY
Z SUBGRADE PRO~CTNO.
y PTABLE CONDITION UNACCEPTABLE CONDITION m ACCE 0 0 0 0 ED ~~N SHEET TITLE 2so~o7
~5+~ AS DELIVERED) (AS DELIVERED) > ( PERENNIAL PLANTING DETAIL SCALE LANDSCAPE PLANTING TS
UP TO MAX. 12" FINAL o a 0 o ~ CENTER OF BED GRADE 4 N N.T.S.
o NOTE: DETAILS AND NOTES 03/17/05
N 2"/FT \ o ~ o A ROOT COLLAR EXCAVATION FOR ALL TREES SPECIFIED PREPARED BY DRAWN BY
~ WILL BE DONE BY THE CITY ARBORIST TO ENSURE THAT ry ExlsnNC EQUAL SPACING PLAN1TNC TREES WERE NOT PLANTED GROWN T00 DEEPLY AT SOURCE PROJECT SLB/SNH , CHECKED BY
~ GRADE BETWEEN ALL PLANTS / v ~ (NURSERY). LANDSCAPE CONTRACTOR SHALL HAVE SUPPLIER . ND RIDE ~ . . MALLARD CREEK PARK A 0 ; • D5 , ~fi SNH/BJD
.,.,,,.~,,.r ~ ~,r3'~~ (.9.:.~ n ~ n~ n r ~r nn A crn nr A rn
TYPICAL BED MOUNDING TYPICAL PLANTING BED PLAN MARK GROUNU LLVLL LINt RUUVt MUUI BALL. Ir UlI T AMOUniZ) i ~au®•®® 1 rig d.lv. rrJAADB 1-1-LALIB DNAWEN NU.
DETERMINES THAT THERE IS EXCESSIVE SOIL OVER THE ROOT 2 - CH ARLOTTE, NC 28262 Y Ze - SHEET NO.
U CROWN, THESE TREES WILL BE REJECTED. POST. BUCKLEY. SCHUH a JERNIGAN .INC. • " y
U 400 EAST TRADE STREET
G BED (TREE ROOT BALL CQNDI110N ON TREES FROM SUPPLIERS ROOT CROWN DEPTHS SHRUB PIANTIN 5200 EAST 77 CENTER DRIVE, SUITE 500 ~0 CHARLOTTE, NC 28217 Tr
3 Z STD. DTL 40.056 T.S. CMLDS STD. DTL 40.09 N.T.S. CMLDS N. N. CHARLOTT£AR£A TRANSIT SYSTEM TL 40.09 PH (7? 522-- 275 CHARLOTTE, NC 28202 AX (7 52 5-2838 F
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