20061210 Ver 1_Complete File_20060606

o`'C~ W Ar~RQ~
~ ~
o ~c
Michael F. Easlcy, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 8, 2006
DWQ# 06-1210
Mecklenburg County
Ms. Crystal Taylor
Mecklenburg County Storm Water Services
700 North Tryon St.
Charlotte, NC 28202
Subject: Little Sugar Creek Enhancement, Kings Dr., Charlotte
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Ms. Taylor:
You have our approval, in accordance with the attached conditions and those listed below, to impact
2200 linear feet (If) of Little Sugar Creek in order to conduct the subject stream enhancement project in
Mecklenburg County, as described in your application received by the Division of Water Quality (DWQ) on July
27, 2006. After reviewing your application, we have determined that this project is covered by Water Quality
General Certification Number 3495, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use Nationwide Permit Number
27 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other
federal, state or local permits before proceeding with your project, including those required by (but not limited
to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified in the General Certification. This approval is only valid for the purpose and design that you described
in your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas
has commenced.
2. Storm water discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion
of the stream banks.
3. No waste, spoils, solids, or fill of any kind shall be placed in wetlands, waters, or riparian areas beyond the
footprint of the impacts depicted in the Preconstruction Notification application. All construction activities
associated with this project shall meet, and/or exceed, those requirements specified in the most recent
version of the North Carolina Sediment and Erosion Control Manual and shall be conducted so that no
violations of state water quality standards, statutes, or rules occur.
4. Sediment and erosion control devices 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 unavo~~~le, .
N aroltna
~atura!!y
North Carolina Division of Water Quality 6l0 East Center Ave., Suite 301 Mooresville, NC 281 I S Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal OpportunitylAffirmative Action Employer - 50% Recycled110% Post Consumer Paper

they shall be removed and the natural grade restored within two months of the date the Division of Land
Resources has released the project.
5. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of
Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality.
6. Continuing Compliance. The applicant (Mecklenburg County) shall conduct all activities in a manner so as
not to contravene any state water quality standard (including any requirements for compliance with section
303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ
determines that such standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that state or federal law is being violated, or that further conditions are necessary to assure
compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to assure
compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before
codifying the certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public
notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with
15A NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be
provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section
404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do. not accept any of the conditions of this certification, 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 that
conforms to Chapter 1508 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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721.
Sincerely,
for Alan W. Klimek, P.E.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
MRO, Land Quality
Becky Fox, EPA
Central Files
File Copy
Emily Reinicker, Buck Eng.
-~
,,„~, r~ , H ~-.,~ o ~ ~~
r' I a`a~r ,lw ~ ~' " S~'
iti
~ba~ i ~f
Sl= P ~ ~ 1006
,,.
Y!fi:.'~ _ ~.~?Iii -.,il~ ..
.'", ;ti

Triage Check List
Date: 7/31/06 Project Name: Little Sugar Creek Greenway Kings Drive
DWQ#: 06-1210
County: Mecklenburg
Alan Johnson, Mooresville Regional Office
To:
60-day Processing Time: 7/27/06 - 9/25/06
From: Cyndi Karoly Telephone : [phone]
The file attached is being forwarded to you for your evaluation.
Please call if you need assistance.
^ Stream length impacted
^ Stream determination
Wetland determination and distance to blue-line surface waters on USFW topo maps
^ Minimization/avoidance issues
^ Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
^ Pond fill
Mitigation Ratios
^ Ditching
^ Are the stream and or wetland mitigation sites available and viable?
^ Check drawings for accuracy
^ Is the application consistent with pre-application meetings?
^ Cumulative impact concern
Comments: As per our discussion regarding revision of the triage and delegation processes,
please review the attached file. Note that you are the first reviewer, so this file will need to be
reviewed for administrative as well as technical details. If you elect to place this project on hold,
please ask the applicant to provide your requested information to both the Central Office in
Raleigh as well as the Asheville Regional Office. As we discussed, this is an experimental, interim
procedure as we slowly transition to electronic applications. Please apprise me of any
complications you encounter, whether related to workload, processing times, or lack of a "second
reviewer" as the triage process in Central had previously provided. Also, if you think of ways to
improve this process, especially so that we can plan for the electronic applications, let me know.
Thanks!

- ~ ~ ~ ~ ~ Buck Engineering
~ A Unit of Michael Baker Corporation
~ ~
r ~ ~ , ~ ~ r ~: ~; ~ ~ < ; 1447 South Tryon Street
July 24, 2006 Suite 200
Charlotte, North Carolina 28203
~ In - 1 a..i U 704-334-4454
Ms. Cyndi Karoly FAX [phone]
NC DENR
Division of Water Quality, Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Subject: Pre-Construction Notification/401 Certification Package
Little Sugar Creek Kings Drive Reach- Stream Enhancement and Greenway Project
Charlotte, North Carolina
Dear Ms. Karoly:
Please find enclosed seven copies of our PCN package for the subject project. We have included the
following supporting data
• PCN form,
• vicinity map,
• existing conditions and design summary,
• cross-section and profile surveys of the existing project reach,
• sediment data and a sediment transport discussion,
• photo log, and
• half-size copy of the 75% plan set.
The goals of the project are to
• daylight portions of the creek currently under concrete box culverts,
• stabilize the creek banks with native vegetation,
• install in-stream boulder structures to improve habitat and provide grade control,
• excavate a floodplain'be.~ch, and
• establish a greenway adjaceht to the riparian corridor.
r
~, ,
This same information has been submitted+td the Asheville Regulatory Field Office of the US Army
Corps of Engineers. If you have any questions, please call me at [phone].
Sincerely,
~ ~<C.,~..~~,
Emily G. Reinicker, PE, CFM
Project Manager
Enclosure
Cc: Ms. Crystal Taylor
Mecklenburg County Storm Water Services
ChallengeUs.
A1.J G
' ~t r:F+, 1R'Arn~~~4^lA~ftBRnNCN
vurnri ano~~ ,~,~ ~; ~ s ~ ,_. ~,.

July 24, 2006
BucK~
r_ v~ ~_; i :~,~ r r r, i :~ <
Ms. Amanda Jones
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
Buck Engineering
A Unit of Michael Baker Corporation
1447 South Tryon Street
Suite 200
Charlotte, North Carolina 28203
704-334-4454
FAX [phone]
Subject: Pre-Construction Notification
Little Sugar Creek Kings Drive Reach- Stream Enhancement and Greenway Project
Charlotte, Mecklenburg County, North Carolina
Dear Ms. Jones:
Please find enclosed one copy of our PCN package for the subject project. We have included the
following supporting data
• PCN form,
• vicinity map,
• existing conditions and design summary,
• cross-section and profile surveys of the existing project reach,
• sediment data and a sediment transport discussion,
• photo log, and
• 11 x 17 copy of the 75% plan set.
The goals of the project are to
• daylight portions of the creek currently under concrete box culverts,
• stabilize the creek banks with native vegetation,
• install in-stream boulder structures to improve habitat and provide grade control,
• excavate a floodplain bench, and
• establish a greenway adjacent to the riparian corridor.
This same information has been submitted to the NC Division of Water Quality. If you have any
questions, please contact me at [phone].
Sincerely,
`J
Emily G. Reinicker, PE, CFM
Project Manager
Enclosure
Cc: Ms. Crystal Taylor
Mecklenburg County Storm Water Services
ChallengeUs.

LITTLE SUGAR CREEK KIN
STREAM ENHAN(
SUPPORTING I
PCN 401 /404 CERTIFICA'I
w~
,,
:.
h\
/1`^. ,fir.. ~.
~Ti ~ mow/ ,. ,
` •,.
~' , r
.r-. _ i
Prepared By
BucK
I '~; c. I IJ I I It I N c
July 24, 2006
_i
~ ~

Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. 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 ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
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 Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
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: ^
II. Applicant Information
1. Owner/Applicant Information III...III11U)) ql)(,, ~ v 2006
Name: Crystal Taylor C,E_NF, . ;;~,>>,T~:ri i;uAl.i~fY
Mailing Address: Mecklenburg County Storm Water ServiceswErtAN~:`; ~~~t, src~~~p.~4rg,?~_~~ Hr<,~~cii
700 North Trvon Street
Charlotte NC 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Crystal.Ta~(a~mecklenbur c~ ount~gov
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: Emily Reinicker, P.E., CFM
Company Affiliation: Buck Engineering, a unit of Michael Baker Corporation
Mailing Address: 1447 South Tryon Street
Suite 200
Charlotte NC 28203
Telephone Number: (704) 334 - 4454 Fax Number: (704) 334 - 4492
E-mail Address: ereinicker(a~mbakercorp.com
Updated 11/1/2005
Page 5 of 13

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: Little Sugar Creek Greenway - Kings Drive section
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 125-213-07, 125-213-10 124-213-06
125-213-29, 125-213-28,125-213-26 125-213-OS 125-213-27 125-213-25 125-213-23
125-213-24, 125-213-21, 125-213-30 125-213-31 125-213-32 125-213-33 125-213-34
125-213-35, 125-213-16A
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): North of the Cites of
Charlotte: I-77 South, Take the Wilkinson Blvd/I-277 E/ John Belk Frwy/ US-74 E/ West
Blvd exit 9. Merge onto I-277 N / US-74 E via exit 9B Take the Kenilworth Ave / NC-16 S /
Third St./ Fourth St. exit 2-A Take the Kenilworth Ave ramp Turn right onto Kenilworth
Ave., Turn Left onto Baxter St. (See Vicinity Map and Site Mai)
The Kings Drive reg_enway site is bounded by Baxter Street to the north Morehead Street to
the south, Kings Drive to the east and commercial and residential properties to the west
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.2113832 °N -80.8366863 °W -Upstream Point
35.20571 °N -80.8368536 °W -Downstream Point
6. Property size (acres):
7. Name of nearest receiving body of water: Little Sugar Creek
Updated 11/1/2005
Page 6 of 13

8. River Basin: Catawba
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.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: The project site is located just south of uptown Charlotte.
The parcels were~urchased approximately e~ago and prior business buildin sg have
since been demolished• Paved parking areas still remain. This project will decrease the
impervious area of the site.
10. Describe the overall project in detail, including the type of equipment to be used: Removal
of the former Bank of America (BOAS parking deck currently over the creek, removal of the
685 LF box culvert behind the former McDondald's and Taco $ell sites, removal of the
former Morehead Station parking_ deck addition of a pedestrian bridge connecting the
proposed reg enway to Harding Place rg ading and planting bank slopes with native riparian
~ecies excavation and planting of a floodplain bench, installation of storm water BMP
wetlands on the floodplain bench excavation of riffle and pool bedform features and
installation of in-stream boulder structures. A trackhoe will be used for in-stream work.
11. Explain the purpose of the proposed work: Primar~~;oals include reclaiming the natural and
beneficial functions of the floodplain and stream channel while establishing an adjacent
greenwa,~~ark amenity.
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.
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.
Updated 11/1/2005
Page 7 of 13

N/A. Future plans for stream enhancement work are bein d~ eveloped on two upstream reaches
but construction document packages are being developed for these reaches under separate
contracts.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: "da~ghting" 1,065 LF of creek that
currently flows through a series of three box culverts as well as stabilizing 1 135 LF of
channel that is currently open, but has steep banks vegetated by non-native and invasive
species such as kudzu and mimosa.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due t~ h~th structure and fl~~dint?_
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
Updated 11/1/2005
Page 8 of 13

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, 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. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet) Area of
Impact
acres
Little Sugar Creek Enhancement Perennial 50' 2,200 2.5

Total Stream Impact (by length and acreage) 2,200 2.5
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dred in , floodin , draina e, bulkheads, etc.
Open Water Impact

Site Number
indicate on ma
Name of Waterbody

(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc. Area of

Impact
acres

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (acres): 2.5
Wetland Impact (acres):
O en Water Im act (acres):
Total Im act to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 2,200
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Updated 11/1/2005
Page 9 of 13

8. 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
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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 project constitutes a positive impact enhancing stream function and habitat b~proving
bed features in the stream. Construction practices will follow guidelines from the NC Erosion
and Sediment Control Planning and Design Manuel.
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 January 15, 2002, 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.
Updated 11/1/2005
Page 10 of 13

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 NCEEP 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.
N/A
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ® No ^
2. 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
3. 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 ^
Updated 11/1/2005
Page 11 of 13

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.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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.
* Impact Required
Zone ~c~ ~Ye f o*` Multiplier ,~,~,~,~~~,~~
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; 'Lone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Approximately 7.6 acres of impervious area exist on this site in its present conditions. The
proposed design will reduce the impervious area to approximately 1 acre The proposed project
represents a significant reduction in impervious area.
Updated 11/1/2005
Page 12 of 13

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.
XIIL 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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. 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'snature Date
(Agent's signature is valid ly if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13

Vicinity Map
• a ~~ G °~~
~' /~~~~ ~Q~ ~~ i
~~'
~~ ~
~, ,
~` F ~' /
5 J~4`r' ~~ ' ~ ~
F
g~,~ F ~ ~00/t
+' ~ ~~,~t
~'``'` ~. P,ve .a _.. d'
8
., ~, tide Aye
_ n"_ ,
~ ` ~~•, K
~ ~
~ '•~ s
~~~ fir' ~ _. _A ~' 8erkalsy Aw ~, '~ bra, ~g , ~~ ~ ~ `
if,
°~ ~ ~
° ~. e
°~ e \~ k. Qa~ 1 °~' q~ y°
C~ '~ ~ ,' , Mermltapa Ct ~ ~, pr°
~.Q9 Q-a ~ ~ r~ ' f r Qb gromtW ltd ~ °b4
$ ~ ~/ MoraWan In ~' ?
MagnoMa Ave 9~ a F~ 'c~~ : ~, ~ , - ~' N E~!W qd .' ~ ~C-anMook Lr~
Y
~ ~ ~ fi~~ 9 Ed~ehyl R d ~~,eY r ` eo
3' o '~ ~S t t ~ r' FMton Q ~ °b'
~e ~ Aw 3 ( r
NOTES:
North of the City of Charlotte: I-77 South, Take the Wilkinson Blvd/I-277 E/John Belk
Frwy/ US-74 E/ West Blvd exit 9, Merge onto I-277 N / US-74 E via exit 9B, Take the
Kenilworth Ave / NC-16 S /Third St./ Fourth St. exit 2-A, Take the Kenilworth Ave
ramp, Turn right onto Kenilworth Ave., Turn Left onto Baxter St.
The Kings Drive greenway site is bounded by Baxter Street to the north, Morehead Street
to the south, Kings Drive to the east, and commercial and residential properties to the
west.

Little Sugar Creek Kings Drive Reach
Existing Conditions and Design Summary
Buck Engineering is developing construction documents for a stream enhancement project on
Little Sugar Creek from Morehead to Baxter Street, adjacent to Kings Drive in Charlotte, NC. This
memorandum summarizes our watershed assessment of Little Sugar Creek to the downstream
end of the project at Morehead Street.
Watershed Delineation
The project area is located in central Mecklenburg County just southwest of downtown Charlotte
in the Catawba River Basin. The drainage area of Upper Little Sugar Creek (from the headwaters
to Morehead Street) is approximately 11.7 square miles. The headwaters of the creek are located
in the northeast quadrant of Charlotte, south of I-85 and east of I-77. Figure 1 illustrates the
watershed to the project site. After flowing through the project site, Little Sugar Creek continues
south through Mecklenburg County to join Sugar Creek which continues to the Catawba River
east of Rock Hill, SC.
Land Use
The Little Sugar Creek watershed is located in a highly developed urban setting; approximately
80% of the land in the watershed has been developed. Approximately 43% of the land surface is
impervious. The land uses within the watershed include residential (47%), industrial (25%),
commercial (19%), woods (7%), and institutional (2%).
Geology
The city of Charlotte lies in the Charlotte Belt, which is a geologic zone comprised of
predominantly metavolcanic and plutonic rock types. The geology of the project area is Devonian
and Ordovician age granodiorite rock. The granodiorite is medium-grained, massive to weakly
foliated, and is comprised mainly of plagioclase and quartz (Goldsmith, 1984).
Bedrock knick points were observed in the channel near the upstream end of the project between
Baxter Street and the Bank of America branch parking lot deck. These knick points indicate the
presence of shallow bedrock and also indicate that bedrock is preventing the creek bed from
further incision or downcutting.
Soils
The soils found within the floodplain of the project site include Cecil sandy clay loam and Urban
soils. Cecil soils are typically very deep and well drained uplands soils that formed in residuum
from felsic rock. The surface layer of the soil is loamy and the subsoil is clayey. Urban soils
describe areas where the original soils have been cut, filled, graded, or paved to the extent that a
soil type can no longer be recognized. Figure 2 illustrates the soils in the project watershed.
Hydrology
The Upper Little Sugar Creek watershed is an urban watershed with a very high percentage of
impervious cover. The development and impervious cover has impaired the natural hydrologic
function of this watershed. The increase in development and impervious surface allows more
rainfall to run off the land and directly into the creek. In less developed watersheds, a greater
percentage of the rainfall is able to be absorbed by the ground and so less rainfall runs off into the
creek. Urban watersheds such as Little Sugar Creek will see higher quantities of rainfall enter the
creek at a faster rate. Urban systems are often described as "flashy" since the stage and flow of

the creek quickly increase in response to a storm; after the storm, the peak flow can quickly pass
and the stage quickly recedes.
Little Sugar Creek's flashy response time is illustrated in Figure 3. The figure shows two 2004
storms and the stream stage response (hydrograph) to the recorded rainfall (hyetograph). The
stream gage data shown is from the USGS gage at Medical Center Drive, approximately 1,000 LF
downstream of Morehead Street. The rainfall data is from a rain gage on the Charlotte-
Mecklenburg Government Center (CMGC) building uptown.
In Figure 3, the first storm begins at noon (8/29/04) but intense rainfall does not begin until 7:50
PM. The peak stage from this rainfall event occurs at 8:15 PM, only 25 minutes after the peak
rainfall recording. This is a very short response time even for an urban watershed, but can
probably be attributed to the slow soaking rainfall (approximately 0.5 inches over 8 hours) before
the intense rainfall began at 7:50 PM.
The second storm which began at 8:50 PM on 8/30/04 has less total rainfall but is more intense
than the first storm. The peak rainfall occurs at 10:45 PM, while the peak stream response occurs
at 12:15 PM, approximately 1.5 hours after the peak rainfall. Little Sugar Creek experienced a
higher stage with the second storm by approximately 1.1 feet although it had less rainfall by 0.22
inches. This response shows the sensitivity of urban watersheds such as Little Sugar Creek to
short-duration, high-intensity storms.
Existing Stream Condition
Much of Little Sugar Creek has been altered to accommodate development. The creek has
historically been dredged and maintained as a flood control channel. Most of the banks have
been armored to prevent erosion from high flow velocities. The creek has been capped to
accommodate commercial use: the Midtown Square parking cap extends for 170 LF just
upstream of Morehead Street. The former McDonald's cap extends for 685 LF through the middle
of the project reach. The former Bank of America parking cap extends for 210 LF near the
upstream portion of the project.
The project reach of Little Sugar Creek has been listed on the North Carolina Division of Water
Quality's (NCDWQ) 303(d) list since 2000. Section 303(d) of the Clean Water Act (CWA) requires
states to develop a list of waters not meeting water quality standards or which have impaired
uses. The NCDWQ 303(d) list includes violations of impaired biological integrity and high fecal
coliform concentrations for the creek.
Bankfull Verification
The bankfull stage along the Little Sugar Creek Kings Drive Reach was identified in the field; the
indicators were a break in slope on a flat depositional feature and a high scour line. Vegetation
trends were used as additional validation for this stage selection. These indicators are consistent
with other North Carolina urban Piedmont streams. Bankfull data for the project reach is
compared with the North Carolina Piedmont regional curve in Figure 4. The project's riffle cross-
sectional areas consistently plot close to the urban regional curare data, indicating that bankfull
stage was adequately selected within acceptable limits.
In order to identify bankfull discharge along the Kings Drive Reach, the current Mecklenburg
County HEC-RAS model was used. A range of discharges was run through the model to identify
a range which correlated with the field-identified bankfull stage. The bankfull discharge ranged
from 900 to 1.,100 cubic feet per-second (cfs) accordingto the model. These values are
Buck Engineering Page 2
LSC Kings Drive Summary July 24, 2006

consistent with other North Carolina Piedmont urban streams, as seen in Figure 5. The bankfull
discharge was further verified by astage-discharge rating curve developed at a USGS gage
(02146409) near Medical Center Drive approximately 1,000 LF downstream from Morehead
Street on Little Sugar Creek. The observed bankfull depth (bankfull height -water surface
elevation) in the Kings Drive Reach was approximately 5.8 to 6.3 feet. This stage on the rating
curve shows a discharge of 950 to 1,150 cfs. This identified discharge is near to the previously
identified range and therefore within the acceptable limits.
Two other reaches of Little Sugar Creek have had stream enhancement work performed. The Liz
Hair Reach (Morehead Street to East Boulevard) and Westfield Road Reach (Princeton Street to
Brandywine Road) are both located downstream of the Kings Drive Reach. A geomorphic survey
has been conducted on both of these reaches, and the bankfull cross section areas for existing
and design conditions at Westfield are plotted on the regional curve in Figure 4. The Liz Hair
Reach was a Rosgen Priority 4 enhancement project which did not change channel geometry.
The Westfield Reach bankfull area plots near to the North Carolina Piedmont urban curve. The
Kings Drive Reach data are consistent with the other Little Sugar Creek reaches, thus further
verifying that the bankfull stage was selected within acceptable limits.
Reference Reach and Design Parameter Selection
Two reference reaches were identified off the project site and are located in the Piedmont of North
Carolina. These same reaches were used for the Westfield Road Reach natural channel design.
Campbell Creek is located in Charlotte, NC, and has asemi-urban drainage area of 6.1 square
miles. Silas Creek is located in Winston-Salem, NC, and has a watershed that is suburban with a
high percentage of forest. The Silas Creek reach drains 3.3 square miles. Bankfull cross
sectional areas from these reaches are plotted on the North Carolina Piedmont regional curve in
Figure 4. Both of these sites plot close to the rural regression curve, thus indicating the Piedmont
regional curve is applicable to these streams which are being used as reference reaches. The
fact that these streams' bankfull characteristics plot near to the rural curve rather than the urban
curve may indicate that urbanization has not had much of an effect on the geomorphic functions of
these streams.
Campbell Creek classifies as a Rosgen E4 type stream, while Silas Creek classifies as a Rosgen
B4c type. Silas Creek is more entrenched with an entrenchment ratio (ER) of 1.3 than Campbell
Creek's ER at 3.5. Silas Creek has a higher width to depth ratio at 15.1, while Campbell Creek is
approximately 9.7. The grain size distribution of the reference reaches is comparable to that of
Little Sugar Creek design reach. The design reach has a lower d50 grain size, which can be
attributed to a more urbanized watershed than the reference reaches. The average water surface
slope of the design reach is 0.3% and is also comparable with the reference reaches which are
between 0.7 - 0.8%. These parameters are summarized in Table 1.
The Little Sugar Creek Kings Drive Reach stream enhancement project will consist of Rosgen
Priority 2 and 3 enhancement. Stream alignment (pattern) adjustments will be made in areas not
restricted by property boundaries or utilities. This reach currently classifies between a Rosgen 64
and G4. An absolute Rosgen stream classification of urban streams such as Little Sugar Creek is
difficult due to historical channel modification and the limited ability of the channel to freely adjust
to its channel-forming agents because of utility and infrastructure constraints. The final design will
incorporate Rosgen B parameters. The width to depth ratio for the riffle design cross section is
close to 12 at 11.4, while the entrenchment ratio (ER) will range from 1.7-2.2. The bankfull cross
sectional area will be designed to be approximately 187 square feet. This cross section area plots
between the urban and rural curves (Figure 4). A bankfull bench approximately 10' to 20' wide will
be excavated on the left bank. A storm water wetland BMP will be installed on the bench to treat
Buck Engineering Page 3
LSC Kings Drive Summary July 24, 2006

the first flush of runoff before the bench in inundated by storm flows. Stream alignment
adjustments will be implemented according to site constraints, stable meander
wavelength/bankfull width ratios, and radius of curvature ratios. These parameters along with the
rest of the existing conditions and design parameters are summarized in Table 1.
Sediment Sampling
Buck Engineering collected sediment samples along the project reach using pavement-
subpavement and modified Wolman 100-count sampling techniques. Most riffles contain a large
percentage of embedded riprap sized particles that appear to have sloughed into the channel from
past bank stabilization efforts. The embedded nature and algal growth on these larger particles
indicate that they are not likely mobile during bankfull events. For our pavement-subpavement
sample, we selected a location that appeared to be most representative of the mobile portion of
the riffles. We conducted a wetted perimeter zigzag pebble count at a riffle to characterize the
pavement materials. Bed materials under the concrete caps were not included in the analysis,
due to confined space entry concerns.
Sediment Analysis
We checked sediment transport competency of the existing channel reaches using the
methodology developed by Rosgen and Jessup (Jessup, personal communication, 2002). This
methodology is based on dimensionless critical shear stress that is determined from ratios of
pavement to subpavement particle sizes. From the dimensionless critical shear stress estimates,
critical depth and water surface slope can be estimated and used to check a design. We also
used a boundary shear stress calculation and a modified version of Shield's curve to estimate the
largest particle size that can be moved in the channel. Our stream enhancement work will not
change the slope of the reach, and will only slightly decrease the existing cross-section of the
creek. We investigated whether the stream can be expected to aggrade or degrade over time
given its existing slope and proposed cross-section geomorphic characteristics.
The attached spreadsheets summarize the sediment sample data and analysis results. Graphs
summarizing sieve analysis and pebble count data are included. Our calculations indicate that the
existing stream slope of 0.0028 feet per foot is near to the critical slope of 0.00285 feet per foot
needed to transport the median bed material. The proposed bankfull max depth of 5.5 feet is
more than the critical depth of 4.1 feet. This result indicates that degradation could be a risk along
the project reach. Proposed in-stream boulder structures will provide grade control as safety
measures against degradation. The shallow bedrock observed on site will also prevent
degradation.
Aggradation is not expected to be a problem because of these calculation results and because not
much coarse sediment is being supplied to the system. The supply of coarse sediment in the size
range greater than about 90 mm is very limited in a developed, urban watershed such as Little
Sugar Creek. Furthermore, the existing channel appears to be moving its sediment load
adequately as evidenced by the lack ofmid-channel bars, and the design section does not
represent an extensive variation from the existing condition.
Referring to the modified Shield's curare, the largest movable particle size for the channel is 100 to
200 millimeters (mm), which indicates that the 70 mm maximum-size particle collected during the
subpavement sampling will likely be mobile during bankfull events. This movement will prevent
aggradation.
Buck Engineering Page 4
LSC Kings Drive Summary July 24, 2006

Figure
1: Watershed
'n•ii _, ,,.c�
.�. � p �
� _ 3 ti, by
Vicinity
1
al
Little Sugar
Creek - Kings
Drive Reach
d0., /,'
- M
1 �v ,P♦ i �Y �
a� .
JO
r
l�a
' L ,aF V.. � � � i� + - � , ♦ `. �� Cyr /� � A ..
It
..�'
y _
1 4^ � L
J�
le
A0,
�Ilr * ,. g „s/f ,N r•' .. ��•rf� �:
�' � .. � wl„� t ``, ud, �� �. a �• Yr `°+, ; � . + �
F, IAa �r�►R��r. f'�,J,A � �I, +��a" _+.�.'�` t. `? � .� . In �,.�#� ,,
1 •f
Ilk, ~ . 1 I ` 4,w Avg „ .r n� �,p I.a c \,\ Al8'hlllly ` I ♦• c� a
,. r:,r .n v I ,n m' ,: e: Yir51 s( - / �� Y d .. ° � �`NqA • n" r. .. a' r
It,
le
v
n' N o t... ..1• 11 Sr_ ,. 1".44
lrR7L ESilL2 QY 'TiSt a +IfKEYm•R J
P N I';Illr, Av \ +91 S, `er }�, 9 0 � 1� }�' � • of
nN 1
., '- . y M �+ ''r / • f ren, i, `� � � � '..`. � d � cod Iry
� 9. Y:.1 r.. �L,y + C'^Y' n „ .c. w "rPrn til n, Sr ^ • � ra ,,- � ,
to
U M P.I ' �' fes' �b, C.�,.,rd /vl �'M1.%,. �lJlR d,h Y: IJr , Y'^I„ •rV �: P „Y' l � �\P/.Nf.,L ,# ♦ - �li-'�' �.
p,^ k♦ * is :e,
r j)
PM' .IY rn '+'r'F 5. k � �tl• r: A � J� tIaIJ .. S� '{.' ` 5. ^ �� � ` v� L.r
,rm,. r, y r IL .` ,� � l �� ''AY►- un Yrtrl,.V � h\ji � s _ 7��y,. r �.,.4 °.
I
o. • / '.. f' � 1, y, e i4. ',. � � ` t1 a P M a tlr �. �G
r m`'� z � N {�Y `/•v �- s��11Lt1 � , n � 't� �-" - 1t '' i w.l
wa s li;, 5.5 � et- r,i L; �Mi '� �- ,. ;• •,�, a; m a' u" i
s
ll!l s ,u ^'
'w,
X444 y '-_�1rF)
f ,;,•w1. y(t�,, y �'ildr�y (yt .[1�y t ' y4 � ��'�tjr� "ks •' 8' f'Aa,
rr. ♦l .i o,r 7 ■y lu Av ,` r Fµl r
,,ti '-� - t w� wJ • � �XV Y�� j r,,�', •`IrDA,., .... � ;+Z.+�" •, n°n�'We Ar�,t,. r ,f� n.Y.
AN
j *♦ i �� � ,I` '� - � � H , h� ,.,,"^�a �e�' ,'e5 'A � c 1 jr I � Y: �'Mln , f �' { • WQ 4 ,Ai,,.�. ' � ,
• . i ry r •'F F R �
,� '3 W 1 �, •, fl: e- 4 ar,l �A '��' '^"'rd.r I,.. ;Y, y + I r :�
t � J ala
...rt 4 +� 1 *K , a,,9 r • "g' R � «V^ r. v,. � , .I
PL
♦.. • v Y ,n , . Fir ! R .p ^
�' .tl w6r, Yl BI•i � r Yui .t � t�5t�
Ill ,, of �Y ,nA, ..q ntl 9, In J!�i rr A, � ��,� �, •� P _�¢ r i
4�to:
+ , Ir n. •RvmYAV P � '��l` 6 Pj5 } 5 pl. ,�,* 0
I 4 yd Lar IeY Ilr �'
V H ''

Figure 2: Soils Map
r^ ,^p'•
P�
Little Sugar Creek - Kings Drive Reach N "g
Q
• f
■
` � �` bf oo• i
-a Or d 5i •rp,� R
� O eq, � fJ •� 4
bo.
e �
s ,> >vR,
,R t
o�
Soils °'
DSL NAME, FULLNAME
_ ApB, Appling sandy loam
;
F• --f—. - O G Y
M n•r• ,Iny Rtl
k• O
pd• •o
0 -b-11YRd
V•�'A� I
•
� •y
P°'°•`ro
- CeB2, Cecil sandy clay loam r •�
ca
® CeD2, Cecil sandy clay loam
�. cel
- CuB, Cecil -Urban land complex
- CuD, Cecil -Urban land complex
D ... 10 1
- EnB, Enon sandy loam
EnD, Enon sandy loam "� r
uonw.•e si
- HeB, Helena sandy loam +"
p
- HuB, Helena -Urban land complex
- MO, Monacan soils
,
MS, Monacan soils and Arents ' ,y
a
- MkB, Mecklenburg -Urban land complex s
8
- PaE, Pacolet sandy loam T,,, S, 1
np
- Ur, Urban land
S 1
VaB, Vance sandy loam
- WkB, Wilkes loam
- WkE, Wilkes loam �•�
® WuD, Wilkes -Urban land complex
'\4• 1
w, Water
N•w „tl tl P
—
9 N
P•N•P" c ^, a0 i Ngvl.nc C'
M$
;� my l ad S
Mon
A
S
f.j
AWN
'Map Inset LEGEND
Watershed Boun
MlIkIlld"119 C-—, NC mile,

Figure 3
Little Sugar Creek Watershed Hydrology
14
12
10
r
rn
= 8
m
m
ea
~ 6
4
2
0
GMGG Rain Gage Uptown and GMG Stream Gage at Medical center urrve
Total rain 0.38"
Rain begins Total rain 0.6". Rain begins at
at noon. 8:50 PM.
___
Heavy rain at
7:50 PM. ',
i
~'I ' Heavy rain at ~ -•~~CMC Stream Gage
10:45 PM. -~-CMGC Rain Gage
- - i --- - -
-__-_ -
Creek rises 3.2' from baseflow
by 8:15 PM. Incremental rise of Creek rises 4.3' from baseflow by
2.T since 7 PM. 12:15 AM. Incremental rise of
I 3.9' since 10c45 PM.
I, Creek rises 9" by Creek rises 1.6' ~i
I 5:15 PM. by 9:30 PM. ~!
u
0.05
N
c
0.1 ~
~ L
s ~
~ c
c m
`.
0.15 c
:°• ui
o- c
m
a
0.2 ~
m
0.25
0.3
8/29/04 0:00 8/29/04 8:00 8/29/04 8/30/04 0:00 8/30/04 8:00 8/30/04 8/31 /04 0:00 8/31 /04 8:00 8/31 /04 9/1 /04 0:00
16:00 16:00 16:00
Date 8 Time
L:\Projects\0204C\Hydraulics\Storm\LSCgagegraphs.xls, graph zoom 7/24/2006 @ 4:29 PM

looo

Figure 4
North Carolina Piedmont Regional Curve: Aret~
~ loo
a
0
u
a~
~°.
~ 10

Urban
y = 61.16x°0'~
RZ = 0.97
~! Rural
= 21.43xo.bsl
!Y
RZ = 0.95 i
1 ~
0.1
• Urban Data
O LSC Westfield design
-Rural Regression
1 10
Drainage Area (mi ~ )
• Rural Data
• Kings Drive design
-Urban Regression
^ Campbell Creek RR
^ Campbell Creek RR2
100 1000
O LSC Westfield exist cond
O Kings Drive existing cond
./ .

Figure 5
North Carolina Piedmont Regional Curve: Discharge
w
~,
u
y
A
100
•
• •
^
•
• • ' Urban
Rz = 0.95
• _ --
Rural
y = 89.039x°.~z'~
Rz = 0.91
loooo
looo
10
0.1 1 10
Drainage Area (sq mi)
• Urban Data • Rural Data
• Kings Drive range minimum -Power (Rural Data)
100 1000
^ Kings Drive range maximum;
-Power (Ut'ban Data) ~~

Table 1
Design Parameters
LSC Kings Drive Reach
Campbell Creek Silas Creek -Jessup Stable Design
Parameters ACOE Manual
NRCS ref c.1.
Parameter Units AVG MIN MAX AVG MIN MAX MIN MAX MIN MAX
Stream T e Ros en E4 84c/1
Draina a Area, DA SQ MI 6.06 3.3
Bankfull Dischar e, Qbkf CFS 199
Bankfull Riffle XS Area, Abkf SF 62.9 58.6 67.1 43.5 38.5 48.9
Bankfiill Mean Veloci , Vbkf FPS 0.0 4.6
Bankfull Width FT 24.6 24.4 24.8 25.6 23.1 28.0
Bankfull Mean Depth FT 2.6 2.4 2.8 1.7 1.5 1.9
Width to De th Ratio, WID FT/FT 9.7 8.9 10.5 15.1 12.4 17.2 >10
Bankfull Max De th, Dmax 3.4 3.1 3.7 2.7 2.4 2.9
Max De th Ratio, DmaxlDbkf 1.3 1.3 1.3 1.6 1.4 1.7
Bank Hei ht Ratio, DtoblDmax FT1FT 1.0 1.0 1.0 1.0 1.0
Width of Flood rone Area, Wf a FT >85 33.7 33.0 35.0
Entrenchment Ratio, Wf aNVbkf FTlFT >3.5 1.3 1.2 1.4
Meander Wavelen th, Lm FT 168.3 130 245
Meander Wavelen th Ratio, LmlWbkf 6.6 5.1 9.6
Meander Width, Wblt FT 43.7 40 51
Meander Width Ratio, WbItlWbkf 1.7 1.6 2.0
Radius of Curvature, Rc FT 41.3 19.5 54.0
Rc Ratio, RclWbkf 1.6 0.8 2.1
Valle Slo e, Sval FT/FT 0.0067 0.0088
Water Surface Slo e, Schan FTlFT 0.0059 0.0082
Sinuosi , K Sval/Schan 1.1 1.1
Riffle Slo e, Srif FT/FT 0.0164 0.0128 0.0187 0.02 0.058 7.05
Riffle Slo a Ratio, SriflSchan 2.8 2.2 3.2 2.4 0.1 8.6 1.5 2.0
Pool Slo e, S of FTIFT 0.00098 0.00022 0.00238 0.00004 ##l~# 0.00122
Pool Slo a Ratio, S oollSchan 0.17 0.04 0.40 0.0 -0.2 0.1
Pool Max De th, Dmax ool FT 5.0 4.5 5.5 4.5 4.0 5.0
Pool Max De th Ratio, DmaxpoollDbkf 2.0 1.7 2.2 2.6 2.4 2.9
Max Pool Location Za-plZa-i
Pool Width, W of FT 37.5 30.1 44.8 26.0 22.6 28.0
Pool Width Ratio, W ol/Wbkf 1.5 1.2 1.8 1.0 0.9 1.1
Pool S acin , L s FT 104.6 88.9 120.2 62.4 27.2 126.0
Pool-Pool Spacin Ratio, LpslWbkf 4.3 3.6 4.9 2.4 1.1 4.9
d16 mm <0.062 0.283
d35 mm 0.2 0.83

d50
- _
mm
-
45
..._
19.1 _ _ ._ _

-

d95
mm
256
-
300.2 _ - _~--
Existing Conditions
per Geomorphic Survey
MEDIA MIN MAX
64c
11.2
1000
231.1 223.3 238.9
4.3
48.8 48.5 49.1
4.7 4.5 4.9
10.3 9.9 10.8
6.7 6.6 6.8
1.4 1.4 1.4
1.6 1.6 1.6
>83 80.0 >85.5
>1.7 1.6 >1.8

0.0028
0.0028
1.0
0.0141 0.0136 0.0145
5.0 4.9 5.2
0.0005 0.0000 0.0009
0.18 0.00 0.33
8.60
1.8

46.8
1.0
174 95 239
3.6 2.0 4.9
0.18
0.7
4.4
90---
>2048 -
- ~ _
Design Parameters
MIN MAX Rationale Design Reference
B4c same as existing
1.99
1000 same as existing
187 blt rural and urban curve
5.4
46.0
4.1
11.3 WH>10
5.5
1.4 RR
1.0 P213 enhancement
78.0 99.0 10' to 20' bench and 2:1 side slopes
1.7 2.2

0.0028 exist conditions
0.0028 match exist conditions
1.0 little space to address pattern
0.0056 0.0084
2.0 3.0 Campbell
0.0000 0.0008
0.00 0.30 RR
8.1 11.4
2.0 2.8
0.36 ACOE
46.0 50.6
1.0 1.1 RR
92.0 207.0
2.0 4.5 RR

L:lProjects10204C~AssessmentlDesignlDesign Parameters.xls, LSC Kings Dr 7124!2006 @ 4:30 PM

Little Sugar Creek - Kings Drive Reach
Existing Conditions Profile
637
636
635
634
633
632
631
630
629
628
627
= 626
625
R
m 624
w 623
622
621
620
619
618
617
616
615
614
613
612

1000
1500
2000 2500
Station
3000
3500

Cross-section Data:
Near proposed station 76+60.
Str9a`m'" BKF ' : Max BKF
Feature T e ~ BKF Area' BKRWidth . De th " De'th 1N/b BH Ratio ER BKF Elev TOB Elegy
Riffle G4c 238.8 48.51 4.92 6.75 9.85 1.7 1 8 824 1 829 03

640 Cross-Section X1 26+57
635
c
630
•----•
-••---••----••--------•-----------•-----••----•-----
~a
d 625
W ------------------•-•--•----
620
615

500 520 540 560 580 600 620
Station - - a - • Bankfull - - o- - ~ Floodprone

Cross-section Data:
Near proposed station 75+25.
Stream BKF Max BKF ~ , ;
Feature T e BKF Area BKF Width De th De th. WID BH Ratio ERA ~ BKF Elev TOB BIe4
Riffle G4c 223.3 49.14 4.54 6.55 10.81 2 1.6 624.11 630.87

635 Cross-Section X2 25+24
630 ------------------------------•------------------------
~
0
:r
~
625
m
w
620
615

500 520 540 560 580 600 620
Station [ _ -o-_ Bankfull • _o- - Floodprone

Cross-section Data:
Near proposed station 77+60.
Stream BKF '; Max BKF.
Feature T e BKF Area `BKF Width De th ' De th' W/D' ~ BH Ratio ER BKF Elev TOB EIAv
Pool 243.1 46.84 5.19 8.56 9.02 1.5 1.5 624 1 628 34

635 Cross-Section X3 27+57
630
c
625

m 620
w
615 -
610

500 510 520 530 540 550 560' 570 580 590 600
Station - • a - Bankfull - - a • • Floodprone

LSC Kings Drive
Reach-Wide Distribution
100%
90%
80%
70%
c
z 60%
m
50%
y
d
m 40%
a
30%
20%
10%
0%
0.01 0.1 1 10 100
Particle Size (mm)
1000 10000

PEBBLE COUNT DATA SHEET
SITE OR PROJECT: LSC-Kings Ddve
REACH/LOCATION: Reach Wlde Cnt
DATE COLLECTED: 7/1612004
FIELD COLLECTION BY: JBP
DATA ENTERED BY: IJE
SEDIMENT ANALYSIS DATA SHEET
P ARTICLE CLA SS Reach Summary Riffle Summary Pool S ummary
MATERIAL PARTICLE SIZE(mm) Riffle Pool Total Class % % Cum Class % %Cum Class % % Cum
Sllt/Clay <.063 2 8 10 10 10% 4 4% 16 16%
Yttttt'CYt Ci
t•rrri rr••rt i
~ Ve Fine
ry .063-.125 10% 4% 16%
:;t't t rt't
•iri
~iiiiiii ~'•iii
~`........•.. •t
Fine
.125 - .25
5
g
11
11
21 %
10
14 %
12
28
l[i S A N D i
[•t.'t t'LLLLLtiT Medium 25-.50 5 2 7 7 28% 10 24% 4 32%
`~issiiii ~•iii
r: rt s rt rt•t i Coarse .50 -'1.0 q g 13 13 41 % 8 32 % 18 50
i•L iiiiiiii% Very Coarse 1.0 - 2.0
q
2
6
6
47 %
8
40 %
4
54

O Very Flne 2.0 - 2.8 47 % 40 % 54
Very Flne 2.8 - 4.0 47 % 40 % 54
W
0 Fine 4,0-5.6 3 g 11 11 58% 8 46% 16 70%
~
Q Fine 5.6 - 8.0 1 1 1 59 % 2 48 % 70
Medlum B.0 - 11.0 1 3 4 4 63 / 2 50 % 6 76
GRAVEL
~ Medlum 11.0-16.0 4 3 7 7 70% B 58% 6 82%
~ Coarse 18 - 22.8 2 2 2 72 % 4 62 % 62
~
~ Coarse 22.6-32 4 4 4 76% 8 70% 82%
Very Coarse 32.45 3 3 3 79% 6 76% 82%
QO~~Q Very Coarse 45 - 64 4 4 4 83 % 8 84 % 82
O ~ Small 64-90 1 1 1 84% 2 86% 82%
Small 90-128 1 1 1 B5% 2 88% 82%
COBBLE
~ Large 128-160 2 2 2 87% 4 92% 82%
Large 180 - 258 87 % 92 % 82
Small 258 - 362 1 1 1 88 % 92 % 2 84
Small 362-512 1 2 3 3 91% 2 94% 4 88%
B LDER
Medlum 512 -1024 91 % 94 % 88
Large-Very Large 1024 - 2048 91 % 94 % 88
BEDROCK Bedrock' > 2048 3 6 9 9 100 % 6 100 % 12 100
50 50 100 100 100% 100 100%
Channel materials
d16 0.18mm
d35 0.75mm
d50 4.3mm
d84 90mm
d95 2050mm

Little Sugar Creek
Kings Drive Reach
Riffle X2 Pebble Count Particle Size Distribution
100%
90%
80%
70%
L 60%
m

= 50%
m
L
d 40%
30%
20%
10%
0.01

0.1 1 10 100
Particle Size (mm)
1000
10000
L:\Projects\0204C\Assessment\Exist_Cond\Sediment\LSC-KingsDr X-2 RiffIe1000nt.xls, Riffle Dist 7/24/2006

PEBBLE COUNT DATA SHEET
BUCK PROJECT NO. 204C
sITE oR PRO,JECT: Little Sugar Creek -Kings Drive Reach
REACHlLOCATION: LSC X-2 Riffle
DATE COLLECTED: 7/16/2004
FIELD COLLECTION BY: JBP
DATA ENTRY BY: IJE
SEDIMENT ANALYSIS DATA SHEET
PARTICLE CLASS COUNT Summary
MATERIAL PARTICLE SIZE (mm) Riffle Class % % Cum
Silt /Clay < .062 1 1 % 1
•riiiirtiii • •rs•
riiiiii:iii~is
iiiiiiiiiiiii Ve Fine

ry .062 - .125
o
1 /o
;iiiiiiii-iiir
i- i
i
i •i .
r
isi
ti
•:iii iit:i~rk
,iii iiiii
Fine
125 -
25 3 3% 4%
'$i' S pit .
.
issii t~iis

r:•••ii A ,iiiii
iiiii tiiii
Medium
.25 - .50 6 6% 10%
iiiii N •iiits
its ii •i •i
•
A
iiiii o :.
~
t
::iii ;..}..
:iii •: ~ i Coarse .50 - 1.0 q, 4% 14%
iiiris••iiririr
L-ti
Very Coarse
1.0 - 2.0
2 2% 16%

~~O
O Very Fine 2.0 - 4.0 5 5% 21
~ ~ Fi
ne 4.0 - 5.7 7 7% 28%
COQ
R Fine 5.7 - 8.0 28%

~ A
V ~ ~ Medium 8.0 - 11.3 14 14% 42%

~ C
Q E Medium 11.3 - 16.0 13 13% 55%
O L ~O Coarse 16.0 - 22.6 7 7% 62%
O ~
~ O Coarse 22.6 - 32 10 10% 72%
C
Very Coarse 32 - 45 10 10% 82%

00~ C
Very Coarse 45 - 64 11 11 % 93%
~0 C Small 64 - 90 4 4% 97%
Small 90 - 128 2 2% 99%

COBBLE
~ Large 128 - 180 1 1 % 100%
Large 180 - 256 100%
Small 256 - 362 100%
Small 362 - 512 100%
BOULDER
Medium 512 - 1024 100%
Large-Very Large 1024 - 2048 100%
BEDROCK Bedrock > 2048 100%
Total 100 100%

100%
90%
80%
70%
L 60%
m
LL
~ 50%
m
L
a
40%
30%
20%
10%
0%
Little Sugar Creek
Kings Drive Reach
Pavement and Subpavement Particle Size Distributions
0.01 0.1 1 10 100
Particle Size (mm)
1000 10000
L:\Projects\0204CWssessment\Exist Cond\Sediment\LSC-KingsDr X-2 RifflePav-subpab.xls, Distribution Graph 7/24/2006 @ 12:10 PM

PAVEMENT /SUBPAVEMENT ANALYSIS
BUCK PROJECT N0. 204C
SITE OR PROJECT: Llltla $Ugaf Creek - KIngS Dr1Ve Reach
REACFi/LOCATION: LSC -Kings Drive (D/S of Culvert and U/S of Morehead) X-2 Rlfge
DATE COLLECTED: 7/18/2004
FIELD COLLECTION BY: JBP
LAB ANALYSIS BY: IJE
LARGEST SUBPAVEMENT: 70 mm LARGEST PAVEMENT: 83.00 mm
SEDIMENT ANALYSIS DATA SHEET
Pavement 9ubpavement
MATERIAL PARTICLE SIZE (mm( Bucket (pl or 100eount Bucket (qi or bar (q)
5111/Clay <.osz 0.0 - -0.3
't't" •L" t
;vr •rvr~r Very Flna .082 • .125
0.0
1.3
it ;tititit;t'
'
ttyt -Lttit!t
I;
t
' Flne .125-.25 0.0 ~ 8.3
til
ALL
t
L•L' ~ 'tt t
;iti
at•
' Medium .25 • .50 O.O 50.8
I
~
tt t'17

;t t; 't't Y
' Coarse .50.1.0
0.0
229.9
tt;}
L t;Y
•
rt; ,rrrt;r

t
`
t ; •t;u
• •ttt very coarse 1.0 - 2.D 0.0 304.7
`
yL
`•i L
i
LL ;~t;ti•L,
Very Fine
2.0.4,75
0.0
323.8

O Fine -Medium 4.75 - 12.5 - 0.0 ~- 841.2'
R ~ Medum-coarse 12.5 - 25 13.9 1043.1
A
v c coarse 25-45 1051.9 1091.9
very coarse 45-e4 825.4 450.5.
or smeu e4 • Bo 1133.9 308.9
C Smell BO.128
COBBLE Large 128-iB0
Leiga 180.258
Smell 250 • 382
Small 3e2 - 512
Medium 512-1024 ~ -
Lelge -Very Lerye 1024 - 2048
BEDROCK Badmck > 2048
Total 3025.1 4452.7
Pavement
Claea % % cum
0% 0%
0% 0%
0% 0%
0% 0%
0% 0%
0% 0%
0 % 0°~
0% 0%
0% 0%
35 % 35%
27 % 83
37% 100%
0% 100%
D% 100%
0% 100%
p% 100%
0% 100%
0% 100%
0% 100%
0% 100%
100% 100%
Suhpevement
Claea% %Cum
0% 0%
0% 0%
0% 0%
1% 1%
5% 6%
7% 13%
70~ 21
14% 35%
23% 58%
25% 83%
10% 93%
7% 100%
p% 100%
0 % 100%
0% 100%
0 % 100%
0% 100°~
0% 10D
0% 100%
0% 100%
100% 100%
Chann el materials
Pavement Subpavement
D1e= 32mm 2.3mm
Dm= 54mm 20mm
Da4= 79mm 40mm
L:\ProJects\0204CWssessment\Exist_Cond\Sedlment\LSC-KingsDr X-2 RifflePav-subpab.xls, Data 7/24/2008

Fviefinn cr,.,~a~~.,~ n„~i.,~~~
Creek Name LSC KINGS DRIVE REACH
Shear Stress Ma is PavemenU Subpavement 100~ounU Subpavement
Bankfull Xsec Area, Abkf (sq ft) 223.3 223.3
Bankfull Width, Wbkf (ft) 49.1 49.1
Bankfull Mean Depth, Dbkf (ft) 4.5 4.5
Wetted Perimeter, WP=W+2D (ft) 58.2 58.2
Hydraulic Radius, R (ft) 3.8 3.8
Schan (ft/ft) 0.0028 0.0028
Boundary/Bankfull Shear Stress, t (Ib/sq ft) 0.67 0.67
d50 100 ct/pavement (mm) 54 15
d50 (mm) -bar sample/subpavement 20 20
ratio - d50pve/d50subpave 2.70 0.75
ratio - dUd50 pavement 1.30 4.67
tci-equation 1 0.0351 0.1072
tci-equation 2 0.0305 0.0098
D100 subpavement (mm) 70 70
d bar large (ft) 0.23 023
Dcrit (ft) (equation 1) 4.7 14.5
Dcrit ft e nation 2 4.1 1.3
Scrit (equation 1) 0.00293 0.00894
Scrit (equation 2) 0.00254 0.00082
La est moveable artiGe shields/CO curves 100-200 100-200
1
500 ~ ~
2ao
•
1W .
~ '~ M
~ •
C 3l
m
E
~ l0
a,
~ s
H
a
2 ..
1 -Leopold, et al.
~~~ --Rosen & Harman
o.s
02
o.l
0.001 0.002 0.005 •0.01 0.02 O.QS Ol 02 OS 1.0 2 S 10
r~, critical sLea stress, ~ ft
paata 1i'avrr L eopolq Warbnan, andllrABer 7984; Rosger, personal corrurawa; and
Farman, Personal eorntraxe)
L1Projects10204CWssessmenflF~ist_Cond\Sediment~sedtransport.~ds, X2 7242006 @ 5:04 PM

flocinn c~„~a~„~ n.,~ti.~~~
DESIGN VALUES Creek Name LSC KINGS DRIVE REACH
Shear Stress Ana is PavemenU Subpavement 100courrU Subpavement
Bankfull Xsec Area, Abkf (sq ft) 186.5 186.5
Bankfull Width, Wbkf (ft) 46.0 - 46A
Bankfull Mean Depth, Dbkf (ft) 4.1 4.1
Wetted Perimeter, WP=W+2D (ft) 54.1 54.1
Hydraulic Radius, R (ft) 3.4 3.4
Schan (ft/ft) 0.0028 0.0028
Boundary/Bankfull Shear Stress, t (Ib/sq ft) 0.60 0.60
d50 100 ct/pavement (mm) 54 15
d50 (mm) - bar sample/subpavement 20 20
ratio - d50pve/d50subpave 2.70 0.75
ratio - dUd50 pavement 1.30 4.67
tci~quation 1 0.0351 0.1072
tci-equation 2 0.0305 0.0098
D100 Subpavement (mm) 70 70
d bar large (ft) 0.23 0.23
Dcrit (ft) (equation 1) 4.7 14.5
Dcrit ft nation 2 4.1 1.3
Scrit (equation 1) 0.00328 0.01002
Scrit (equation 2) 0.00285 0.00092
La est moveable rtiGe shields/CO curves) 100-200 100-200
1
sm
200
lm
e an
E
~ to
a
~ 5
N
L]
2
1
os
02
o.l
O.ODI 0.002 0.005 0.01 0.02 0.05 01 02 OS 1.0 2 5 10
Tt. Crlt~ Sjle+a<' SIIffi, ~ fi;
(Data ~arrc Leopold 1NoAnaR, and/l~er 1964; Rasgen, persar~al cavnrnrws; ar+d
Hannan, personal ca+ra+aai.J
.
•/
•
•
~
~•
•

- Leop old et aL
~~~ i ,
--Rosgen & Harman

L:WrojeCSW204CWssessmentlE~dst CondlSedimentlsedtransportxls, X2 Design 724/2006 @ 217 PM

Little Sugar Creek: Kings Drive Reach
Photo Log

2005.
former Bank of America parking
t~
;~'-`~~'
culvert under
CK.

Little Sugar Creek: Kings Drive Reach
Photo Log
,.. . ~ '.
BucK~
I?N(iIN H; b:RIN(7

Little Sugar Creek: Kings Drive Reach
Photo Log
2005.
r
:~. .,
cap. Apri12005.

Little Sugar Creek: Kings Drive Reach
Photo Log
BucK*
I?N(i1NFi 1{ItIN(i

Little Sugar Creek: Kings Drive Reach
Photo Log
i~ ~ .tom / T
.~,,0
~1,
Photo 9: Station 70+00 to 82+00. Aerial view with
upper right of photo. July 2003.
.4~ ~'r s
~~~ .
~idge in the
~'.
~,
{
i
~~
r:N it
~u

r
B ~ ~ ~ ~ Buck Engineering
s A Unit of Michael Baker Corporation
^ r
~` `' ~~ ~ ~' ~- ~= ~~ ~ ~ <~ 1447 South Tryon Street
July 24, 2006 Suite 200
Charlotte, North Carolina 28203
704-334-4454
Ms. Cyndi Karoly FAX [phone]
NC DENR
Division of Water Quality, Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Subject: Pre-Construction Notification/401 Certification Package
Little Sugar Creek Kings Drive Reach- Stream l~~hancement and Greenway Project
Charlotte, North Carolina
Dear Ms. Karoly:
Please find enclosed seven copies of our PCN package for the subject project. We have included the
following supporting data
• PCN form,
• vicinity map,
• existing conditions and design summary,
• cross-section and profile surveys of the existing project reach,
• sediment data and a sediment transport discussion,
• photo log, and
• half-size copy of the 75% plan set.
The goals of the project are to
• daylight portions of the creek currently under concrete box culverts,
• stabilize the creek banks with native vegetation,
• install in-stream boulder structures to improve habitat anr~ provide grade control,
• excavate a floodplain bench, and
• establish a greenway adjacent to the riparian corridor.
This same information has been submitted to the Asheville Regulatory Field Office of the US Army
Corps of Engineers. If you have any questions, please call me at [phone].
Sincerely,
1 ~ ~~~~
Emily G. Reinicker, PE, CFM
Project Manager
Enclosure
Cc: Ms. Crystal Taylor
Mecklenburg County Storm Water Services
ChallengeUs.
~f~
``~ ,
~jj~ J a
~.I !~ 'r~~~ ,
/~j~ ~~ r
Fb yJ
V `~ ' ~ ~,
0 4~~~~''

a i nr,tiivi ~i~ ntiiv ~,~ivi~iv i it
SUPPORTING DATA `~ ~~~ ; ~ 2 1 C
PCN 401/404 CERTIFICATION PACKAGE

r. ~
July 24, 2006

z~~ ,
'-~~~
Prepared For
C~rarbfle--M.ael~enbug
S TIH~I
CATER
Sd, vices f
Prepared By

Office Use Only: Form Version M~ch OS
,',
USACE Action ID No. DWQ No. ~!
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) !'
I. Processing , , `' _. 1 0 ''
i'~
,~
~~
1. Check all of the approval(s) requested for this project: ''~
® Section 404 Permit ^ Riparian or Watershed Buffer Rules~i'
^ Section 10 Permit ^ Isolated Wetland Permit from DWQI''~
® 401 Water Quality Certification ^ Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 27
3. If this notification is solely a courtesy copy because written approval for the 401 CerC~,~fication
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete sectiign VIII,
and check here: ^
If your project is located in any of North Carolina's twenty coastal counties (listed inn page
4), and the project is within a North Carolina Division of Coastal Management ea of
Environmental Concern (see the top of page 2 for further details), check here: ^ '' ..,\~
II. Applicant Information
Owner/Applicant Information
Name: Crystal Tabor
Mailing Address: Mecklenburg
700 North T
2
~~I\~D
l~ JIjL •~+ 9 ~~j'~~~!
DENR~-~ ST~aMW^ERBRANCI9
~n,pNDS ""~"',
28202
Telephone Number:~704) 336-7342 Fax Number: (70~ 336-3846 ~!
E-mail Address: Crystal.Taylor(a~mecklenbur co~unt~nc.gov
Agent/Consultant Information (A signed and dated copy of the Agent Autr
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Emily Reinicker, P.E., CFM __
Company Affiliation: Buck En~in
Mailing Address: 1447 South
Baker
letter
Telephone Number: (704) 334 - 4454
E-mail Address: ereinicker(a~mbakercorp.cc
Fax Number:
Updated 11/1/2005
Page 5 of 13

III. Project Information
Attach a vicinity map clearly showing the location of the property with respec
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showin
boundaries and development plans in relation to surrounding properties. Both the vic
and site plan must include a scale and north arrow. The specific footprints of all
impervious surfaces, or other facilities must be included. If possible, the maps and pl.
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with th
boundaries outlined. Plan drawings, or other maps may be included at the applicant's
so long as the property is clearly defined. For administrative and distribution pur
USAGE requires information to be submitted on sheets no larger than 11 by 17-inc
however, DWQ may accept paperwork of any size. DWQ prefers full-size cc
drawings rather than a sequential sheet version of the full-size plans. If full-size
reduced to a small scale such that the final version is illegible, the applicant will be info
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Little Sugar Creek Greenway -Kings Drive section
2. T.LP. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 125-213-07, 125-213-10, 12
125-213-29, 125-213-28,125-213-26 125-213-OS 125-213-27 125-213-25 12
125-213-24, 125-213-21, 125-213-30 125-213-31 125-213-32 125-213-33 12
125-213-35, 125-213-16A
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): North of the
Charlotte: I-77 South, Take the Wilkinson Blvd/I-277 E/ John Belk Frwy/ US-7~
Blvd exit 9, Merge onto I-277 N / US-74 E via exit 9B Take the Kenilworth Ave /
Third St./ Fourth St. exit 2-A, Take the Kenilworth Ave ramp Turn right onto K
Ave., Turn Left onto Baxter St. (See Vicinit~Map and Site Map,)
The Kinas Drive reg enway site is bounded by Baxter Street to the north Moreheac
the south, Kings Drive to the east and commercial and residential properties to the
5. Site coordinates (For linear projects, such as a road or utility line, attach a ;
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.2113832 °N -80.8366863 °W - Upstrea~
35.20571 °N -80.8368536 °W - Downstre
6. Property size (acres):
7. Name of nearest receiving body of water: Little Sugar Creek
Updated 11/1/2005
Page6of13

8. River Basin: Catawba
(Note -this must be one of North Carolina's seventeen designated major river b~ ins. The
River Basin map is available at http://h2o.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: The project site is located just south of uptown ~harlotte.
ThP narcelc were nnrrhased annrnximately five years auo_ and prior business buil~ins?s have
since been demolished: Paved narking areas still remain. This nroiect will de~kease the
impervious area of the site.
10. Describe the overall project in detail, including the type of equipment to be used: emc
of the former Bank of America (BOA~parkin~; deck currently over the creek, removal c
685 LF box culvert behind the former McDondald's and Taco Bell sites, remo~~l o
addition
of storm
structures. A
11. Explain the purpose of the proposed work:_
beneficial functions of the floodnlain and
reg enway and park amenity.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained 1~'or 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 perrrl~ts and
certifications were issued or withdrawn. Provide photocopies of previously issued pfrrmits,
certifications or other useful information. Describe previously approved wetland, stre~n and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT ~roject,
list and describe permits issued for prior segments of the same T.LP. project, along with
construction schedules.
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.
Updated 11/1/2005
Page 7 of 13

_N/A. Future plans for stream enhancement work are bein developed on two upstream
but construction document packages are being developed for these reaches under
contracts.
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 in
wetlands, open water, and stream channels associated with the project. Each impact
listed separately in the tables below (e.g., culvert installation should be listed separat
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed
permanent and temporary, must be listed, and must be labeled and clearly identifiab
accompanying site plan. All wetlands and waters, and all streams (intermittent and p
should be shown on a delineation map, whether or not impacts are proposed to these
Wetland and stream evaluation and delineation forms should be included as apf
Photographs may be included at the applicant's discretion. If this proposed impact is st
wetland or stream mitigation, list and describe the impact in Section VIII below. If a~
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: "da~ghting" 1,065 LF of c.
currently flows through a series of three box culverts as well as stabilizing 1 13
channel that is currentlypen but has steep banks vegetated by non-native and
species such as kudzu and mimosa.
2. Individually list wetland impacts. Types of impacts include, but are not lil
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. F~
se aratel list im acts due to both structure and floodin .
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
Updated 11/1/2005
Page 8 of 13

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip»rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocate', streams
must be included. To calculate acreage. multiply leneth X width, then divide by 43,~'~i0.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
(acres
Little Sugar Creek Enhancement Perennial 50' 2,200 2.5

Total Stream Impact (by length and acreage) 2,200 2.5
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not lit~ited to
fill. excavation. dreds?ins?. floodins?. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma
Name of Waterbody
(if applicable)
'type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
6. List t
he cumulative impact to all Waters of the U.~. resultlns? trom trie nrolect
Stream Impact (acres): 2.5
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): 2,200
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or strearh) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Updated 11/1/2005
Page 9 of 13

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts
included above in the wetland and stream impact sections. Also, the proposed po
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^
Describe the method of construction (e.g., dam/embankment, excavation, insta
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, t>"
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:-
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful t
information related to site constraints such as topography, building ordinances, accessil
financial viability of the project. The applicant may attach drawings of alternative, low
site layouts, and explain why these design options were not feasible. Also discuss ho`
were minimized once the desired site plan was developed. If applicable, discuss coy
techniques to be followed during construction to reduce impacts.
The proiect constitutes a positive impact enhancing stream function and habitat by i
bed features in the stream. Construction practices will follow guidelines from the N(
and Sediment Control Planning and Design Manuel.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required b~
Division of Water Quality for projects involving greater than or equal to one acre of i~
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of N:
Permits, published in the Federal Register on January 15, 2002, mitigation will be requi
necessary to ensure that adverse effects to the aquatic environment are minimal.
including size and type of proposed impact and function and relative value of the
aquatic resource will be considered in determining acceptability of appropriate and p~
mitigation as proposed. Examples of mitigation that may be appropriate and practicablE
but are not limited to: reducing the size of the project; establishing and maintainin€
and/or upland vegetated buffers to protect open. waters such as streams; and replacing
aquatic resource functions and values by creating, restoring, enhancing, or preservin
functions and values, preferable in the same watershed.
Updated 11/1/2005
Page 10 of 13

If mitigation is required for this project, a copy of the mitigation plan must be attached its order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as inco#nplete.
An applicant may also choose to review the current guidelines for stream restoration in IJWQ'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 prrovide
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/liner 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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval From the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this forri~; For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the ttse of
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an environmental document pursuant tb the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SI~pA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the EPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No
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 ^
Updated 11/1/2005
Page 11 of 13

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
required state and local buffers associated with the project. The applicant must a
justification for these impacts in Section VII above. All proposed impacts must be li
and must be clearly identifiable on the accompanying site plan. All buffers must be
map, whether or not impacts are proposed to the buffers. Correspondence from
Regional Office may be included as appropriate. Photographs may also be inch
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A MCA(
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba)
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or ot:
identify )? Yes ^ No
2. If "yes", identify the square feet and acreage of impact to each zone of the ripar:
If buffer mitigation is required calculate the required amount of mitigation by a~
buffer multipliers.
* Impact I Required
Zone i~~ pro f e*~ Multiplier ~,rt.,.,,ts,..,
1 3 (2 for Catawba)
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends a
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what
Donation of Property, Riparian Buffer Restoration /
Riparian Buffer Restoration Fund). Please attach all
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the sits
stormwater controls proposed in order to protect surface waters and wetlands downs
the property. If percent impervious surface exceeds 20%, please provide c
demonstrating total proposed impervious level.
Approximately 7.6 acres of impervious area exist on this site in its present conditions.
proposed design will reduce the impervious area to approximately 1 acre The propos
represents a significant reduction in impervious area.
type of mitigation is prod
Enhancement, or Payme~
appropriate information a;
Updated 11/1/2005
Page 12 of 13

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.
N/A
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. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:_~_
XV. 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)."
~ C ri
Applicant/Agent's nature Date
(Agent's signature is valid ly if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13

Vicinity Map
A ''
ve ~'
Gar#.
~` ~- -
~. ~.-._G~~g..r ~f yG,! 5 asp ~*~ ~ a3" t7~ t; sw~deq~e .
- ~ ,~°~ ~~t~a~,." a' ,sy ~F ~`~`~,;. Fly
a ` `~ ,~pP''~ `"' ~' ,~ .; °,, ~, , ` Fay ~`~
~ _
'~
W ~o a ('f 4 a3' ~, a ,~ `~ ,
gg .~ a
ibI Ro col ~Sf Q ~y ~ 9 F~A~
~ ~t~€. ' Ber~eNyAve l~ ~`
m ~ y~ ~ ~~ I
'ri V}e~`k ~ Q'/ 9' ~erdeYQ1 A~~oSI ~
c~ $ ,~C~} °~ar Mermltaga Ct ~ ~, ~ ~„y°
+Y4. ~,` ~a ~ S+ ~~ Qa ~toh~NY ftd oO4
"9i~ ~}~- ,y ti.(t` ~ 'k" J~~ ~' :d onrten lat ut `~' a
MeynoMs Ave ~' o: ~" ~ /~: ~ ~ ~ N E~'W H C,r ~ ok Lr1
~ S Edgahill R~~ ~eY ~
,,e ~ `~ a
~ pvOrP".. ~' ~ ~, '*-f ~ ~ rFahtonQ~ ep~ g ~ ,
1c+q y ,
- ~d ~ % ~ jo}~ C mr~oh Af d' Cottega pt ~~oltiy, ~
m Anna u..,n,..~ ~~,., "'N'rrA~ V ~` Ava 3 ': ~, i 000 VTFJ
NOTES:
North of the City of Charlotte: I-77 South, Take the Wilkinson Blvd/I-277 E/ John Belk
Frwy/ US-74 E/ West Blvd exit 9, Merge onto I-277 N / US-74 E via exit 9B, Take the
Kenilworth Ave / NC-16 S /Third St./ Fourth St. exit 2-A, Take the Kenilworth Ave
ramp, Turn right onto Kenilworth Ave., Turn Left onto Baxter St.
The Kings Drive greenway site is bounded by Baxter Street to the north, Morehead Street
to the south, Kings Drive to the east, and commercial and residential properties to the
west.

Little Sugar Creek Kings Drive Reach
Existing Conditions and Design Summary
Buck Engineering is developing construction documents for a stream enhancement project on
Little Sugar Creek from Morehead to Baxter Street, adjacent to Kings Drive in Charlotte, NC. This
memorandum summarizes our watershed assessment of Little Sugar Creek to the downstream
end of the project at Morehead Street.
Watershed Delineation
The project area is located in central Mecklenburg County just southwest of downtown Charlotte
in the Catawba River Basin. The drainage area of Upper Little Sugar Creek (from the headwater$
to Morehead Street) is approximately 11.7 square miles. The headwaters of the creek are located
in the northeast quadrant of Charlotte, south of I-85 and east of I-77. Figure 1 illustrates the
watershed to the project site. After flowing through the project site, Little Sugar Creek continues
south through Mecklenburg County to join Sugar Creek which continues to the Catawba River
east of Rock Hill, SC.
Land Use
The Little Sugar Creek watershed is located in a highly developed urban setting; approximately
80% of the land in the watershed has been developed. Approximately 43% of the land surface is
impervious. The land uses within the watershed include residential (47%), industrial (25%),
commercial (19%), woods (7%), and institutional (2%).
Geology
The city of Charlotte lies in the Charlotte Belt, which is a geologic zone comprised of
predominantly metavolcanic and plutonic rock types. The geology of the project area is Devonian
and Ordovician age granodiorite rock. The granodiorite is medium-grained, massive to weakly
foliated, and is comprised mainly of plagioclase and quartz (Goldsmith, 1984).
Bedrock knick points were observed in the channel near the upstream end of the project between
Baxter Street and the Bank of America branch parking lot deck. These knick points indicate the
presence of shallow bedrock and also indicate that bedrock is preventing the creek bed from
further incision or downcutting.
Soils
The soils found within the floodplain of the project site include Cecil sandy clay loam and Urban
soils. Cecil soils are typically very deep and well drained uplands soils that formed in residuurll
from felsic rock. The surface layer of the soil is loamy and the subsoil is clayey. Urban soil
describe areas where the original soils have been cut, filled, graded, or paved to the extent that.e
soil type can no longer be recognized. Figure 2 illustrates the soils in the project watershed.
Hydrology
The Upper Little Sugar Creek watershed is an urban watershed with a very high percentage of
impervious cover. The development and impervious cover has impaired the natural hydrologic
function of this watershed. The increase in development and impervious surface allows more
rainfall to run off the land and directly into the creek. In less developed watersheds, a greater
percentage of the rainfall is able to be absorbed by the ground and so less rainfall runs off into the
creek. Urban watersheds such as Little Sugar Creek will see higher quantities of rainfall enter the
creek at a faster rate. Urban systems are often described as "flashy" since the stage and flow of

the creek quickly increase in response to a storm; after the storm, the peak flow can quit
and the stage quickly recedes.
Little Sugar Creek's flashy response time is illustrated in Figure 3. The figure shows two
storms and the stream stage response (hydrograph) to the recorded rainfall (hyetograph
stream gage data shown is from the USGS gage at Medical Center Drive, approximately
downstream of Morehead Street. The rainfall data is from a rain gage on the Charlotte-
Mecklenburg Government Center (CMGC) building uptown.
In Figure 3, the first storm begins at noon (8/29/04) but intense rainfall does not begin un
PM. The peak stage from this rainfall event occurs at 8:15 PM, only 25 minutes after the
rainfall recording. This is a very short response time even for an urban watershed, but c
probably be attributed to the slow soaking rainfall (approximately 0.5 inches over 8 hour
the intense rainfall began at 7:50 PM.
The second storm which began at 8:50 PM on 8/30/04 has less total rainfall but is more i
than the first storm. The peak rainfall occurs at 10:45 PM, while the peak stream respon
at 12:15 PM, approximately 1.5 hours after the peak rainfall. Little Sugar Creek experien
higher stage with the second storm by approximately 1.1 feet although it had less rainfall
inches. This response shows the sensitivity of urban watersheds such as Little Sugar Cr
short-duration, high-intensity storms.
Existing Stream Condition
Much of Little Sugar Creek has been altered to accommodate development. The creek f
historically been dredged and maintained as a flood control channel. Most of the banks f
been armored to prevent erosion from high flow velocities. The creek has been capped 1
accommodate commercial use: the Midtown Square parking cap extends for 170 LF just
upstream of Morehead Street. The former McDonald's cap extends for 685 LF through tl
of the project reach. The former Bank of America parking cap extends for 210 LF near tf•
upstream portion of the project.
The project reach of Little Sugar Creek has been listed on the North Carolina Division of
Quality's (NCDWQ) 303(d) list since 2000. Section 303(d) of the Clean Water Act (CWA
states to develop a list of waters not meeting water quality standards or which have impa
uses. The NCDWQ 303(d) list includes violations of impaired biological integrity and higP
coliform concentrations for the creek.
Bankfull Verification
The bankfull stage along the Little Sugar Creek Kings Drive Reach was identified in the fi
indicators were a break in slope on a flat depositional feature and a high scour line. VegE
trends were used as additional validation for this stage selection. These indicators are cc
with other North Carolina urban Piedmont streams. Bankfull data for the project reach is
compared with the North Carolina Piedmont regional curve in Figure 4. The project's riffle
sectional areas consistently plot close to the urban regional curve data, indicating that bai
stage was adequately selected within acceptable limits.
In order to identify bankfull discharge along the Kings Drive Reach, the current Mecklenb~
County HEC-RAS model was used. A range of discharges was run through the model tc
a range which correlated with the field-identified bankfull stage. The bankfull discharge r~
from 900 to 1,100 cubic feet per second (cfs) according to the model. These values are
Buck Engineering Pac
LSC Kings Drive Summary July

consistent with other North Carolina Piedmont urban streams, as seen in Figure 5. The bankfull
discharge was further verified by astage-discharge rating curve developed at a USGS gage
(02146409) near Medical Center Drive approximately 1,000 LF downstream from Morehead
Street on Little Sugar Creek. The observed bankfull depth (bankfull height -water surface
elevation) in the Kings Drive Reach was approximately 5.8 to 6.3 feet. This stage on the rating
curve shows a discharge of 950 to 1,150 cfs. ,This identified discharge is near to the previously
identified range and therefore within the acceptable limits.
Two other reaches of Little Sugar Creek have had stream enhancement work performed. The Liz
Hair Reach (Morehead Street to East Boulevard) and Westfield Road Reach (Princeton Street to
Brandywine Road) are both located downstream of the Kings Drive Reach. A geomorphic survey
has been conducted on both of these reaches, and the bankfull cross section areas for existing
and design conditions at Westfield are plotted on the regional curve in Figure 4. The Liz Hair
Reach was a Rosgen Priority 4 enhancement project which did not change channel geometry.
The Westfield Reach bankfull area plots near to the North Carolina Piedmont urban curve. The
Kings Drive Reach data are consistent with the other Little Sugar Creek reaches, thus further
verifying that the bankfull stage was selected within acceptable limits.
Reference Reach and Design Parameter Selection
Two reference reaches were identified off the project site and are located in the Piedmont of North
Carolina. These same reaches were used for the Westfield Road Reach natural channel design.
Campbell Creek is located in Charlotte, NC, and has asemi-urban drainage area of 6.1 square
miles. Silas Creek is located in Winston-Salem, NC, and has a watershed that is suburban with a
high percentage of forest. The Silas Creek reach drains 3.3 square miles. Bankfull cross
sectional areas from these reaches are plotted on the North Carolina Piedmont regional curve in
Figure 4. Both of these sites plot close to the rural regression curve, thus indicating the Piedmont
regional curve is applicable to these streams which are being used as reference reaches. The
fact that these streams' bankfull characteristics plot near to the rural curve rather than the urban
curve may indicate that urbanization has not had much of an effect on the geomorphic functions of
these streams.
Campbell Creek classifies as a Rosgen E4 type stream, while Silas Creek classifies as a Rosgen
B4c type. Silas Creek is more entrenched with an entrenchment ratio (ER) of 1.3 than Campbell
Creek's ER at 3.5. Silas Creek has a higher width to depth ratio at 15.1, while Campbell Creek is
approximately 9.7. The grain size distribution of the reference reaches is comparable to that of
Little Sugar Creek design reach. The design reach has a lower d50 grain size, which can be
attributed to a more urbanized watershed than the reference reaches. The average water surface
slope of the design reach is 0.3% and is also comparable with the reference reaches which are
between 0.7 - 0.8%. These parameters are summarized in Table 1.
The Little Sugar Creek Kings Drive Reach stream enhancement project will consist of Rosgen
Priority 2 and 3 enhancement. Stream alignment (pattern) adjustments will be made in areas not
restricted by properly boundaries or utilities. This reach currently classifies between a Rosgen B4
and G4. An absolute Rosgen stream classification of urban streams such as Little Sugar Creek is
difficult due to historical channel modification and the limited ability of the channel to freely adjust
to its channel-forming agents because of utility and infrastructure constraints. The final design will
incorporate Rosgen B parameters. The width to depth ratio for the rifFle design cross section is
close to 12 at 11.4, while the entrenchment ratio (ER) will range from 1.7-2.2. The bankfull cross
sectional area will be designed to be approximately 187 square feet. This cross section area plots
between the urban and rural curves (Figure 4). A bankfull bench approximately 10' to 20' wide will
be excavated on the left bank. A storm water wetland BMP will be installed on the bench to treat
Buck Engineering
LSC Kings Drive Summary
Page 3
July 24, 2006

the first flush of runoff before the bench in inundated by storm flows. Stream alit
adjustments will be implemented according to site constraints, stable meander
wavelength/bankfull width ratios, and radius of curvature ratios. These parametE
rest of the existing conditions and design parameters are summarized in Table 1
Sediment Sampling
Buck Engineering collected sediment samples along the project reach using pav
subpavement and modified Wolman 100-count sampling techniques. Most riffle
percentage of embedded riprap sized particles that appear to have sloughed into
past bank stabilization efforts. The embedded nature and algal growth on these
indicate that they are not likely mobile during bankfull events. For our pavement
sample, we selected a location that appeared to be most representative of the m
the riffles. We conducted a wetted perimeter zigzag pebble count at a riffle to ch
pavement materials. Bed materials under the concrete caps were not included ii
due to confined space entry concerns.
Sediment Analysis
We checked sediment transport competency of the existing channel reaches usii
methodology developed by Rosgen and Jessup (Jessup, personal communicatic
methodology is based on dimensionless critical shear stress that is determined f~
pavement to subpavement particle sizes. From the dimensionless critical shear
critical depth and water surface slope can be estimated and used to check a des
used a boundary shear stress calculation and a modified version of Shield's cure
largest particle size that can be moved in the channel. Our stream enhancemerr
change the slope of the reach, and will only slightly decrease the existing cross-s
creek. We investigated whether the stream can be expected to aggrade or degr~
given its existing slope and proposed cross-section geomorphic characteristics.
The attached spreadsheets summarize the sediment sample data and analysis r
summarizing sieve analysis and pebble count data are included. Our calculation
existing stream slope of 0.0028 feet per foot is near to the critical slope of 0.0028
needed to transport the median bed material. The proposed bankfull max depth
more than the critical depth of 4.1 feet. This result indicates that degradation cou
the project reach. Proposed in-stream boulder structures will provide grade Conti
measures against degradation. The shallow bedrock observed on site will also p
degradation.
Aggradation is not expected to be a problem because of these calculation results
much coarse sediment is being supplied to the system. The supply of coarse sec
range greater than about 90 mm is very limited in a developed, urban watershed
Sugar Creek. Furthermore, the existing channel appears to be moving its sedimc
adequately as evidenced by the lack of mid-channel bars, and the design section
represent an extensive variation from the existing condition.
Referring to the modified Shield's curve, the largest movable particle size for the ~
200 millimeters (mm), which indicates that the 70 mm maximum-size particle coll~
subpavement sampling will likely be mobile during bankfull events. This moveme
aggradation.
Buck Engineering
LSC Kings Drive Summary

July 24, 2006
BucK~
F. : r, I N P P. R f R' c7
Blj~ck Engineering
A ' it of Michael Baker Corporation
1 ~ 7 South Tryon Street
S to 200
C rlotte, North Carolina 28203
Ms. Cyndi Karoly F~ 704-334-4492
NC DENR
Division of Water Quality, Wetlands Unit ~ ~ L'. 1 t
1650 Mail Service Center
Raleigh, North Carolina 27699-1650 j
'i
i
Subject: Pre-Construction Notification/401 Certification Package
Little Sugar Creek Kings Drive Reach- Stream Enhancement end Greenway Project
Charlotte, North Carolina
Dear Ms. Karoly:
Please find enclosed seven copies of our PCN package for the subject proj~
following supporting data
• PCN form,
• vicinity map,
• existing conditions and design summary,
• cross-section and profile surveys of the existing project reach,
• sediment data and a sediment transport discussion,
• photo log, and !, j
• half-size copy of the 75% plan set. ~~!
i
The goals of the project are to !~
• daylight portions of the creek currently under concrete box culverts,.;
• stabilize the creek banks with native vegetation, ,':
• install in-stream boulder structures to improve habitat and provide g~
• excavate a floodplain bench, and
• establish a greenway adjacent to the riparian corridor. j
This same information has been submitted to the Asheville Regulatory
Corps of Engineers. If you have any questions, please call me at (704) 3:
Sincerely,
~~t.~.~.
Emily G. Reinicker, PE, CFM
Project Manager
~~~
~~ ~ ~~~~~
~~~?
°~~-~
°~%~ ;;i 6' ''~
~'a v5%
Enclosure 'T~~~
Cc: Ms. Crystal Taylor
Mecklenburg County Storm Water Services
We have included the
control,
i Office of the US Army
54.
ChallengeUs.

i
i
LITTLE SUGAR CREEK KINGS DRIVE REACH
STREAM ENHANCEMENT
SUPPORTING DATA
PCN 401 /404 CERTIFICATION PACKAGE
Prepared For
Clrar~btte-M~c1•brtburg j
S T~IH~I
~~TER
.Services s-•1,,,"-"`''.r-
Prepared By
BucK
E•:~.c,ir~r i ~ziNi~

July 24, 2006

Office Use Only:
USAGE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not
I.
II.
Processing
~ I Form Version March OS
r
~. i; t 1 c 1 0
or "N/A".)
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ^ Riparian or Wat shed Buffer Rules
^ Section 10 Permit ^ Isolated Wetlan Permit from DWQ
® 401 Water Quality Certification ^ Express 401 Wa r Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested
3. If this notification is solely a courtesy copy because written
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement
for mitigation of impacts, attach the acceptance letter from
and check here: ^
5. If your project is located in any of North Carolina's twenty co,
4), and the project is within a North Carolina Division of C
Environmental Concern (see the top of page 2 for further details;
Applicant Information
1. Owner/Applicant Information
Name: Crystal Taylor
Mailing Address: Mecklenburg
27
al for the 401 Certification
n (NCEEP) is proposed
complete section VIII,
counties (listed on page
al Management Area of
eck here: ^
~~
JUL. 2 7 2006
D~NR WA1 f~h2 DUALITY
~DS.gND STMMyyATER BR/
Telephone Number:~704) 336-7342 Fax Number: 4 336-3
E-mail Address: Crustal.Taylor(a~mecklenburgcountvnc.gov 1
2. Agent/Consultant Information (A signed and dated copy of
must be attached if the Agent has signatory authority for the o
Name: Emily Reinicker, P.E., CFM
Company Affiliation: Buck En ink Bering, a unit of Michae
Mailing Address: 1447 South Tryon Street
Telephone Number: (704) 334 - 4454
E-mail Address: ereinicker(a,mbakercoro.ci
Agent Authorization letter
r/applicant.)
Fax Number: (~b4) 334 -
Updated 11/1/2005
Page 5 of 13

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: Little Sugar Creek Greenway -Kings Drive section
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 125-213-07, 125-213-10, 124-213-06,
125-213-29 125-213-28 125-213-26 125-213-OS 125-213-27 125-213-25 125-213-23
125-213-24 125-213-21 125-213-30 125-213-31 125-213-32 125-213-33 125-213-34
125-213-35, 125-213-16A
4. Location
County: Mecklenburg Nearest Town: Charlotte
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): North of the City of
Charlotte: I-77 South, Take the Wilkinson Blvd/I-277 E/ John Belk Frwy/ US-74 E/ West
Blvd exit 9, Merge onto I-277 N / US-74 E via exit 9B, Take the Kenilworth Ave / NC-16 S /
Third St./ Fourth St. exit 2-A, Take the Kenilworth Ave ramp, Turn right onto Kenilworth
Ave., Turn Left onto Baxter St. (See Vicinity Map and Site Map)
The Kings Drive reg enway site is bounded by Baxter Street to the north, Morehead Street to
the south, Kings Drive to the east, and commercial and residential properties to the west.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.2113832 °N -80.8366863 °W -Upstream Point
35.20571 °N -80.8368536 °W -Downstream Point
6. Property size (acres):
7. Name of nearest receiving body of water: Little Sugar Creek
Updated 11/1/2005
Page 6 of 13

IV.
V.
Updated 1

'

'
8. River Basin: Catawba i
I
i
i
(Note -this must be one of North Carolina's seventeen designa~ d major river basins. The
River Basin map is available at htt ://h2o.enr.state.nc.us/admin/ ~ s/.)
9. Describe the existing conditions on the site and general land use n the vicinity of the project
at the time of this application: The ro'ect site is located 'ust: outh of u town Charlotte.
The arcels were urchased a roximatel five ears a o and 'or business buildin s have
since been demolished• Paved arkin areas still remain. T ' ro'ect will decrease the
impervious area of the site.
i

10. Describe the overall project in detail, including the type of equip i
ent to be used: Removal
of the former Bank of America BOA arkin deck currentl o r the creek removal of the
685 LF box culvert behind the former McDondald's and Tac Bell sites removal of the
former Morehead Station arkin deck addition of a edes ian brid e connectin the
ro osed reenwa to Hardin Place radin and lantin ba slo es with native ri arian
s edes excavation and lantin of a flood lain bench instal tion of storm water BMP
wetlands on the flood lain bench excavation of riffle and ool bedform features and
installation of in-stream boulder structures. A trackhoe will be u d for in-stream work.

'
11. Explain the purpose of the proposed work: Primar oals inclu ~
reclaimin the natural and
beneficial functions of the flood lain and stream channel w e establishin an ad'acent
greenwa~park amenity.
Prior Project History
If jurisdictional determinations and/or permits have been request dand/or obtained for this
project (including all prior phases of the same subdivision) in the st, please explain. Include
the USACE Action ID Number, DWQ Project Number, applicatio date, and date permits and
certifications were issued or withdrawn. Provide photocopies o I previously issued permits,
certifications or other useful information. Describe previously ap roved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). i If this is a NCDOT project,
list and describe permits issued for prior segments of the same~ l T.LP. project, along with
construction schedules.
N/A , ,~,
~ I

Future Project Plans
Are any future permit requests anticipated for this project? If so, d
~ cribe the anticipated work,
and provide justification for the exclusion of this work from the curr
I t application.
I
ivzoos
Page 7 of 13

N/A. Future plans for stream enhancement work are bein developed on two upstream reaches
but construction document packages are being developed for these reaches under separate
contracts.
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. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should 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: "daylighting" 1,065 LF of creek that
currently flows through a series of three box culverts as well as stabilizing 1 135 LF of
channel that is currentlypen but has steep banks vegetated by non-native and invasive
species such as kudzu and mimosa.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due t~ h~th structure and fl~ndinu
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: N/A
Updated 11/1/2005
Page 8 of 13

4. Individually list all intermittent and perennial stream impacts.
impacts. Stream impacts include, but are not limited to place
construction, flooding, relocation, stabilization activities (e.g
walls, gabions, etc.), excavation, ditching straightening, etc. If
plans and profiles showing the linear footprint for both the c
must be included. To calculate acrea e, multi 1 len th X widtl
~e sure to identify temporary
lent of fill or culverts, dam
cement walls, rip-rap, crib
ream relocation is proposed,
ginal and relocated streams
then divide b 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact
Perennial or
Intermittent? Av
Strea
Befor age
Width
m act Impact
Length
(linear feet Area of
Impact
acres
Little Sugar Creek Enhancement Perennial ~ ' 2,200 2.5

Total Stream Impact (by length and acreage) ~ 2,200 2.5
,I
5. Individually list all open water impacts (including lakes, pond ,estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts i lude, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma
Name of Waterbody
(if applicable)
Type of Impact Type
(lake, pond
d f Waterbody
stuary, sound, bay,
ean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting fro the project:
Stream Im act (acres): ~ 2.5
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) ~
Total Stream Impact (linear feet): 2,200
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes
Describe all impacts to isolated waters, and include the type of
the size of the proposed impact (acres or linear feet). Pleas
applies to waters that have specifically been determined to be is
0
lter (wetland or stream) and
note that this section only
by the USAGE.
Updated 11/1/2005
Page 9 of 13

8. 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
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
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 project constitutes a positive impact enhancing stream function and habitat by improving
bed features in the stream. Construction practices will follow guidelines from the NC Erosion
and Sediment Control Planning and Design Manuel.
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 January 15, 2002, 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.
Updated 11/1/2005
Page 10 of 13

If mitigation is required for this project, a copy of the mitigation
for USACE or DWQ to consider the application complete for
lacking a required mitigation plan or NCEEP concurrence shall be
An applicant may also choose to review the current guidelines fol
Draft Technical Guide for Stream Work in Nord
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. 7
as much information as possible, including, but not limited to:
and/or map, if offsite), affected stream and river basin, type ar
of mitigation proposed (restoration, enhancement, creation, ~
preservation mechanism (e.g., deed restrictions, conserva
description of the current site conditions and proposed method
a separate sheet if more space is needed.
must be attached in order
Messing. Any application
red on hold as incomplete.
yam restoration in DWQ's
Carolina, available at
description should provide
to location (attach directions
amount (acreage/linear feet)
preservation), a plan view,
•n easement, etc.), and a
'construction. Please attach
2. Mitigation may also be made by payment into the North Car
Program (NCEEP). Please note it is the applicant's responsi
[phone] to determine availability, and written approv
that they are will to accept payment for the mitigation must
additional information regarding the application process for t
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of ~
check the appropriate box on page five and provide the follow:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount ofNon-riparian wetland mitigation requested (ac.
Amount of Coastal wetland mitigation requested (acres):_
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/st
public (federal/state) land? Yes ® No ^
2. If yes, does the project require preparation of an en
requirements of the National or North Carolina Env
Note: If you are not sure whether a NEPA/SEPA
coordinator at [phone] to review current thresholds for
Yes ^ No
3. If yes, has the document review been finalized by the State
attach a copy of the NEPA or SEPA final approval letter. Yes
na Ecosystem Enhancement
ity to contact the NCEEP at
from the NCEEP indicating
attached to this form. For
NCEEP, check the NCEEP
NCEEP is proposed, please
information:
funds or the use of
t document pursuant to the
Policy Act (NEPA/SEPA)?
is required, call the SEPA
documentation.
ousel If so, please
No ^
Updated 11/1/2005
Page 11 of 13

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
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ^ No
2. If "yes", 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 Multiplier Required
(square feet) Mitigation
3 (2 for Catawba)
1.5
Total
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
Approximately 7.6 acres of impervious area exist on this site in its present conditions. The
proposed design will reduce the impervious area to approximately 1 acre. The proposed project
represents a significant reduction in impervious area.
Updated 11/1/2005
Page 12 of 13

XII.
XIII.
XIV.
XV.

Updated 11
i
I
Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (no ' discharge or discharge) of
wastewater generated from the proposed project, or available capacit of the subject facility.
N/A

Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (ISA NCAC 2H .OS
Yes ^ No ) or any Buffer Rules?
Is this an after-the-fact permit application? Yes ^ No
Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future i pacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact ~ alysis in accordance with
the most recent North Carolina Division of Water Quality polic
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short na posted on our website at
ative description:

Other Circumstances (Optional):
It is the applicant's responsibility to submit the application suffici tly in advance of desired
construction dates to allow processing time for these permits.
choose to list constraints associated with construction or sequencing wever, an applicant may
hat may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates assoc ted with Endangered and
Threatened Species, accessibility problems, or other issues outside of! e applicant's control).

-.

Applicant/Agent's nature
(Agent's signature is valid ly if an authorization letter from the appL
1 Date
ant is provided.)
II
wzoos
Page 13 of 13

Vicinity Map
. ~.,..~,,. - F
~ y~ ~~ F~ ~g~ ~ ah s a ~o n
~ s r
~ F ~ ~ ~
~.$ ~~",0`0~ ~~ • ~~ oi~a- +5~ ~ g~ ~~ t'~c.: ~ 1e Ge~a~ PNe ~.
._
$ ,~ ._ - '~' ~g 5' ~~G y0'~ JaSr ~*g ~' p~~<: Sre+~hy~~ q~e
h, c~,ti o~~\ t, yr,;~ •3~ , - -
~ ,~ e ~ ~,
'~ C~ '1 74
F
9j' 'Pay. 14
~' ` y4 t1` ~ ~,'
b ~ ~ *. ~
pia ~p ~ ~ Fa ~
MI V F _ ~ I
~ ~ ~ a
'yy~_,,~a ,o°s ~ o * ~~ ,~~~' aye .~, ~a,
~ . ~ serk.ky Av. ,~ ''~, 4~~ ~
~ °a ~ . - .
,9 ~; ~.
k~ _
c ,~C~+ ly ~ + ~~.~ Mermlta Ct ~ ~-°
~aLq. ~,` ~a Sr ~' , `,, ~ gro~dey Rd j C°o4 ~P
9 ~~ ' . ~ ~ ~.. ~ MoreW to ; ~ ~' r ~~
Meynolis Awe ~ ~' N gdyshlll lid i C(-anbrook lrl
p` ~ 1d
~ ~ ~,~ ~~, ~ < ~' S EdgehiU R ~ ~ ~`i r,
ul ,o ..;. .~ JtPentonQ~ en °~
~v, d~ off` ~ ~ c~ ~ 1 ~ .. `!i
~ Emi ~ Ave ~.
~d ~ ~p~ story p1 C~ CWIeDe Pf ~~o~er
i ~enx u.~o.,..t iM e~~q~ v ' HOp°~ AYe 3 '. \. Ralf900R IJI4VTF1
NOTES:
North of the City of Charlotte: I-77 South, Take the Wilkinson Blv ~ -277 E/ John Belk
Frwy/ US-74 E/ West Blvd exit 9, Merge onto I-277 N / US-74 E vi exit 9B, Take the
Kenilworth Ave / NC-16 S /Third St./ Fourth St. exit 2-A, Take the enilworth Ave
ramp, Turn right onto Kenilworth Ave., Turn Left onto Baxter St. ' ~
'~
The Kings Drive greenway site is bounded by Baxter Street to then h, Morehead Street
to the south, Kings Drive to the east, and commercial and residential. roperties to the
west.

Little Sugar Creek Kings Drive Reach
Existing Conditions and Design Summary
Buck Engineering is developing construction documents for a stream
Little Sugar Creek from Morehead to Baxter Street, adjacent to Kings
memorandum summarizes our watershed assessment of Little Sugar
end of the project at Morehead Street.
Watershed Delineation
The project area is located in central Mecklenburg County just south
in the Catawba River Basin. The drainage area of Upper Little Sugar
to Morehead Street) is approximately 11.7 square miles. The headws
in the northeast quadrant of Charlotte, south of I-85 and east of (-
watershed to the project site. After flowing through the project site, I
south through Mecklenburg County to join Sugar Creek which cont
east of Rock Hill, SC.
ncement project on
in Charlotte, NC. This
~k to the downstream
of downtown Charlotte
:k (from the headwaters
of the creek are located
Figure 1 illustrates the
Sugar Creek continues
to the Catawba River
Land Use
The Little Sugar Creek watershed is located in a highly developed ur n setting; approximately
80% of the land in the watershed has been developed. Approximately 3% of the land surface is
impervious. The land uses within the watershed include residentia (47%), industrial (25%),
commercial (19%), woods (7%), and institutional (2%).
Geology
The city of Charlotte lies in the Charlotte Belt, which is a geol~ gic zone comprised of
predominantly metavolcanic and plutonic rock types. The geology of th, project area is Devonian
and Ordovician age granodiorite rock. The granodiorite is medium-g ' fined, massive to weakly
foliated, and is comprised mainly of plagioclase and quartz (Goldsmith, 84).
Bedrock knick points were observed in the channel near the upstream d of the project between
Baxter Street and the Bank of America branch parking lot deck. Thes knick points indicate the
presence of shallow bedrock and also indicate that bedrock is prev ting the creek bed from
further incision or downcutting.
Soils
The soils found within the floodplain of the project site include Cecil s.
soils. Cecil soils are typically very deep and well drained uplands soi
from felsic rock. The surface layer of the soil is loamy and the subs
describe areas where the original soils have been cut, filled, graded, of
soil type can no longer be recognized. Figure 2 illustrates the soils in th
Hydrology
The Upper Little Sugar Creek watershed is an urban watershed with a
impervious cover. The development and impervious cover has impairs
function of this watershed. The increase in development and impenrioi
rainfall to run off the land and directly into the creek. In less developed
percentage of the rainfall is able to be absorbed by the ground and so I
creek. Urban watersheds such as Little Sugar Creek will see higher q~
creek at a faster rate. Urban systems are often described as "flashy" s
idy clay loam and Urban
that formed in residuum
I is clayey. Urban soils
paved to the extent that a
project watershed.
ry high percentage of
the natural hydrologic
surface allows more
atersheds, a greater
s rainfall runs off into the
itities of rainfall enter the
~e the stage and flow of

the creek quickly increase in response to a storm; after the storm, the peak flow can quickly pass
and the stage quickly recedes.
Little Sugar Creek's flashy response time is illustrated in Figure 3. The figure shows two 2004
storms and the stream stage response (hydrograph) to the recorded rainfall (hyetograph). The
stream gage data shown is from the USGS gage at Medical Center Drive, approximately 1,000 LF
downstream of Morehead Street. The rainfall data is from a rain gage on the Charlotte-
Mecklenburg Government Center (CMGC) building uptown.
In Figure 3, the first storm begins at noon (8/29/04) but intense rainfall does not begin until 7:50
PM. The peak stage from this rainfall event occurs at 8:15 PM, only 25 minutes after the peak
rainfall recording. This is a very short response time even for an urban watershed, but can
probably be attributed to the slow soaking rainfall (approximately 0.5 inches over 8 hours) before
the intense rainfall began at 7:50 PM.
The second storm which began at 8:50 PM on 8/30/04 has less total rainfall but is more intense
than the first storm. The peak rainfall occurs at 10:45 PM, while the peak stream response occurs
at 12:15 PM, approximately 1.5 hours after the peak rainfall. Little Sugar Creek experienced a
higher stage with the second storm by approximately 1.1 feet although it had less rainfall by 0.22
inches. This response shows the sensitivity of urban watersheds such as Little Sugar Creek to
short-duration, high-intensity storms.
Existing Stream Condition
Much of Little Sugar Creek has been altered to accommodate development. The creek has
historically been dredged and maintained as a flood control channel. Most of the banks have
been armored to prevent erosion from high flow velocities. The creek has been capped to
accommodate commercial use: the Midtown Square parking cap extends for 170 LFjust
upstream of Morehead Street. The former McDonald's cap extends for 685 LF through the middle
of the project reach. The former Bank of America parking cap extends for 210 LF near the
upstream portion of the project.
The project reach of Little Sugar Creek has been listed on the North Carolina Division of Water
Quality's (NCDWQ) 303(d) list since 2000. Section 303(d) of the Clean Water Act (CWA) requires
states to develop a list of waters not meeting water quality standards or which have impaired
uses. The NCDWQ 303(d) list includes violations of impaired biological integrity and high fecal
coliform concentrations for the creek.
Bankfull Verification
The bankfull stage along the Little Sugar Creek Kings Drive Reach was identified in the field; the
indicators were a break in slope on a flat depositional feature and a high scour line. Vegetation
trends were used as additional validation for this stage selection. These indicators are consistent
with other North Carolina urban Piedmont streams. Bankfull data for the project reach is
compared with the North Carolina Piedmont regional curve in Figure 4. The project's riffle cross-
sectional areas consistently plot close to the urban regional curve data, indicating that bankfull
stage was adequately selected within acceptable limits.
In order to identify bankfull discharge along the Kings Drive Reach, the current Mecklenburg
County HEC-RAS model was used. A range of discharges was run through the model to identify
a range which correlated with the field-identified bankfull stage. The bankfull discharge ranged
from 900 to 1,100 cubic feet-per second (cfs) according to the model. These values are
Buck Engineering Page 2
LSC Kings Drive Summary July 24, 2006

consistent with other North Carolina Piedmont urban streams, as seen
discharge was further verified by astage-discharge rating curve develo
(02146409) near Medical Center Drive approximately 1,000 LF downst
Street on Little Sugar Creek. The observed bankfull depth (bankfull hel
elevation) in the Kings Drive Reach was approximately 5.8 to 6.3 feet.
curve shows a discharge of 950 to 1,150 cfs. This identified discharge
identified range and therefore within the acceptable limits.
Two other reaches of Little Sugar Creek have had stream enhancemen
Hair Reach (Morehead Street to East Boulevard) and Westfield Road R
Brandywine Road) are both located downstream of the Kings Drive Reg
has been conducted on both of these reaches, and the bankfull cross sE
and design conditions at Westfield are plotted on the regional curve in F
Reach was a Rosgen Priority 4 enhancement project which did not char
The Westfield Reach bankfull area plots near to the North Carolina Pied
Kings Drive Reach data are consistent with the other Little Sugar Creek
verifying that the bankfull stage was selected within acceptable limits.
Reference Reach and Design Parameter Selection
Two reference reaches were identified off the project site and are locate
Carolina. These same reaches were used for the Westfield Road Rea
Campbell Creek is located in Charlotte, NC, and has asemi-urban drai
miles. Silas Creek is located in Winston-Salem, NC, and has a waters)
high percentage of forest. The Silas Creek reach drains 3.3 square mil
sectional areas from these reaches are plotted on the North Carolina P
Figure 4. Both of these sites plot close to the rural regression curve, th
regional curve is applicable to these streams which are being used as r
fact that these streams' bankfull characteristics plot near to the rural cui
curve may indicate that urbanization has not had much of an effect on 1
these streams.
Campbell Creek classifies as a Rosgen E4 type stream, while Silas CreE
64c type. Silas Creek is more entrenched with an entrenchment ratio (E
Creek's ER at 3.5. Silas Creek has a higher width to depth ratio at 15.1,
approximately 9.7. The grain size distribution of the reference reaches i;
Little Sugar Creek design reach. The design reach has a lower dso grain
attributed to a more urbanized watershed than the reference reaches. T
slope of the design reach is 0.3% and is also comparable with the refere
between 0.7 - 0.8%. These parameters are summarized in Table 1.
The Little Sugar Creek Kings Drive Reach stream enhancement project
Priority 2 and 3 enhancement. Stream alignment (pattern) adjustments ~
restricted by property boundaries or utilities. This reach currently classifi~
and G4. An absolute Rosgen stream classification of urban streams suc
difficult due to historical channel modification and the limited ability of the
to its channel-forming agents because of utility and infrastructure constr~
incorporate Rosgen B parameters. The width to depth ratio for the riffle ~
close to 12 at 11.4, while the entrenchment ratio (ER) will range from 1.7
sectional area will be designed to be approximately 187 square feet. Thl
between the urban and rural curves (Figure 4). A bankfull bench approx
be excavated on the left bank. A storm water wetland BMP will be instal
Buck Engineering
LSC Kings Drive Summary
Figure 5. The bankfull
d at a USGS gage
~m from Morehead
t -water surface
is stage on the rating
year to the previously
rk performed. The Liz
h (Princeton Street to
A geomorphic survey
~n areas for existing
e 4. The Liz Hair
channel geometry.
it urban curve. The
ches, thus further
in the Piedmont of North
natural channel design.
~e area of 6.1 square
t that is suburban with a
Bankfull cross
Imont regional curve in
indicating the Piedmont
srence reaches. The
rather than the urban
geomorphic functions of
classifies as a Rosgen
of 1.3 than Campbell
hile Campbell Creek is
omparable to that of
ze, which can be
average water surface
e reaches which are
II consist of Rosgen
II be made in areas not
between a Rosgen 64
as Little Sugar Creek is
hannel to freely adjust
its. The final design will
sign cross section is
'.2. The bankfull cross
cross section area plots
lately 10' to 20' wide will
~ on the bench to treat
Page 3
July 24, 2006

the first flush of runoff before the bench in inundated by storm flows. Stream alignment
adjustments will be implemented according to site constraints, stable meander
wavelength/bankfull width ratios, and radius of curvature ratios. These parameters along with the
rest of the existing conditions and design parameters are summarized in Table 1.
Sediment Sampling
Buck Engineering collected sediment samples along the project reach using pavement-
subpavement and modified Wolman 100-count sampling techniques. Most rifFles contain a large
percentage of embedded riprap sized particles that appear to have sloughed into the channel from
past bank stabilization efforts. The embedded nature and algal growth on these larger particles
indicate that they are not likely mobile during bankfull events. For our pavement-subpavement
sample, we selected a location that appeared to be most representative of the mobile portion of
the rifFles. We conducted a wetted perimeter zigzag pebble count at a riffle to characterize the
pavement materials. Bed materials under the concrete caps were not included in the analysis,
due to confined space entry concerns.
Sediment Analysis
We checked sediment transport competency of the existing channel reaches using the
methodology developed by Rosgen and Jessup (Jessup, personal communication, 2002). This
methodology is based on dimensionless critical shear stress that is determined from ratios of
pavement to subpavement particle sizes. From the dimensionless critical shear stress estimates,
critical depth and water surface slope can be estimated and used to check a design. We also
used a boundary shear stress calculation and a modified version of Shield's curve to estimate the
largest particle size that can be moved in the channel. Our stream enhancement work will not
change the slope of the reach, and will only slightly decrease the existing cross-section of the
creek. We investigated whether the stream can be expected to aggrade or degrade over time
given its existing slope and proposed cross-section geomorphic characteristics.
The attached spreadsheets summarize the sediment sample data and analysis results. Graphs
summarizing sieve analysis and pebble count data are included. Our calculations indicate that the
existing stream slope of 0.0028 feet per foot is near to the critical slope of 0.00285 feet per foot
needed to transport the median bed material. The proposed bankfull max depth of 5.5 feet is
more than the critical depth of 4.1 feet. This result indicates that degradation could be a risk along
the project reach. Proposed in-stream boulder structures will provide grade control as safety
measures against degradation. The shallow bedrock observed on site will also prevent
degradation.
Aggradation is not expected to be a problem because of these calculation results and because not
much coarse sediment is being supplied to the system. The supply of coarse sediment in the size
range greater than about 90 mm is very limited in a developed, urban watershed such as Little
Sugar Creek. Furthermore, the existing channel appears to be moving its sediment load
adequately as evidenced by the lack ofmid-channel bars, and the design section does not
represent an extensive variation from the existing condition.
Referring to the modified Shield's curare, the largest movable particle size for the channel is 100 to
200 millimeters (mm), which indicates that the 70 mm maximum-size particle collected during the
subpavement sampling will likely be mobile during bankfull events. This movement will prevent
aggradation.
Buck Engineering Page 4
LSC Kings Drive Summary July 24, 2006

Ol
Of
10
ol
y .. ter' fis
o i74] �r
GctiIr,,w
piI I.
� r
rn.old
*�, rt. �s iNc r, � �,9 � ;!f • '?' f
' yt7Yl 7'T,yw ♦ ,�oo
,•, aMr�� 'Vp 7r` ed�u. �S;; Y�`!0
• ya' '. <•r :`' 't � i ,,�'f ��) �t ' `+ �h'G , gr�'vr .y7�-rJ'� 1 ,
rat► �, I „Jnr Y 1 �- 7 r� � �"� r?
•� �, ,. .� , �r l�{ '' � far Pa � i .r lPl ■ yry/�'^.,�'�
"' • r r „�� n. NJ
t '• � D ,,.,� { 'Y r
ot
u o
s
s S �• z rr.nDl„. ,, K, r-:e�y �, �^ n• �' .Ae `y,�r� . ,rry r. '
�^,�' 'U � �' 4F''' � ��� - � „r I W r' ar• no' tN \ r. 'rM1, I ... .
Ilk�.tJ
"�4 f
\ Uw r\ru sr _ ' dyy •~ ..r'�Y •>r �nrr.� :.'E '.• r ' �''�: � , � �Af
f l +
A1,
t e .1. � v �, JY* 'w.�° r _ r . ,n, (�'�1 `' 4+ yr + .�•
' t � ° ? �, nul,.w�4 n. � �`/y,• � � .. n +fib' , c
,r, ,,.. mn �'� s• y � � .ate �.
„
l � _
F nE
Al
Ir
•A�+ «!S, V M `•',P'w � � •b ''\<� ,♦ .i r+n ., � + ” cf Sf GWI. 'uY'.J
`L ' � °al . ... +.r•.�.,� � { k w I \r � rcyrh yr , ,I. ., � # , ..., �,.. , o rl ,/,�a[.x
aq. ,P•"� ., / tom' r rI � 'a / { .. �•,.�i%'
N "a � a�\ '' •...' �'���L w f, ,r aw r ��r' E err.. +. c ,� f •��,{
'o , m}•r �'. a¢ , 'ao,� s , fi U . rvnd^' � s
1 Ira i,'� j ILl {Y ��, _ Y � � A �C � � 't •. !� 'rL.. ,� '.' �^'� f � � ',r • •' ��_• Mr•-rl�y.,
»..
r. e � yr � � ; ml ' � r�'a" «� � � 7+r a r ca.aanis. •a -• r� >. c;+
1 w,.. dt ,vi M•(*. , of 0
�'' w a :,o� s, i "'Y- � r► ' i. • � ��Y' ' �. J ,r a - _ ,'}. s p a' , _' .. r.�
7• ri
•y� n
a` r
ra• wry N� aY • : st. !y - 2 R„ <' 1r, y�, A v nS• P `r `1" ^i'+• v 4 : A?• D .aµ,\ ; �R
uad . � 9! r � f. - IY r'a'�Q. yy .�l� M,'.11 ' �• �,M, ' � may' r " :. i � rn ., '�
^,Y. .• n \ �-` W " r f �'!nn R .. ,�'4�s�� "� � , 1� „orrp y �' • d '
10
� n x '�' a •• - {Joh, n,1ty- N 0etk R � � �. ., / e a I � P -
�- , 'N �` e � 1+'Y � / y if"r.r,� •1� m ,5, ��� r w/ ",,, _. r r .. .rr ,l ,..o
`.
o y�
yj.�• f ! > t^ .. rrP i SIF: s _ ,
rl.l
E.
rc ,
1
1MoreheaIV
• t 9 r,
ft
sit_ u
, �. kyr ' '�Y� � A r1., _. •:T,/

Figure 3
Little Sugar Creek Watershed Hydrology
CMGC Rain G age Uptown and CMC Stream Gage at Medical nter Drive
14 o

Total rai .38".
i Rain begins Total rain 0.6". Rain begins at
at noon. ' 8:50 PM. I I,
12
0.05
I Heavy rain at I I~
7:50 PM. '
10 ~ ~
i ~ i .~'.
~ ~

Heavy rain at I

' I

0.1 c
m
~
..
~
I
~ j 10:45 PM
~ CMC Stream Gage
~
I I H
d

•- ~ .

$-CMGC Rain Gage ~

~ c

_ ~_ _ . __ __ ,_ _ c
°:

' ~. ~
~ ~ i I ~ I 0.15 o c_
...~
~ I
j ~ « ~
~ 6 ~ 'i ! ' Creek rises 3.2' from baseflow !,' a c
.~ ._
N by 8:15 PM. Incremental rise of Creek ses 4.3' from baseflow by a d
2.7' since 7 PM. 12:15 M. Incremental rise of
0.2 ~
~
' ! 3.9' si a 10:45 PM.
4 I ~

I Creek rises 9" by ' ' Creek rises 1.6' I ~ I ',
5:15 PM. by 9:30 PM. ~ ' 0.25
2 - ,

0
I I I
0
3
.
8/29/04 0:00 8/29/04 8:00 8/29/04 8/30/04 0:00 8/30/04 8:00 8/30/04 8/31/04 0:00 8/ /04 8:00 8/31/04 9/1/04 0:00
16:00 16:00 16:00
Date 8 Time
L:\Projects\0204C\Hydraulics\Storm\LSCgagegraphs.xls, graph zoom 7/24/2006 @ 4 :29 PM

Figure 4
looo
w
~,
~ loo
0
u
H
'! U
10
~ a

1 ~-
0.1
North Carolina Piedmont Regional Curve: rea
• l
II ~
• Urban Data
O LSC Westfield design
- Rural Regression
1 10
Drainage Area (mi Z )
• Rural Data
• Kings Drive design
- Urban Regression
^ Campbell Creek
^ Campbell Creek
100
~ I,,
Urban
y = 61.16x064 '~,,
RZ = 0.97 ~
Rural
y = 21.43xo.6s~
RZ = 0.95
1000
O LSC Westfield exist cond i
O Kings Drive existing cond!

loooo
looo
w
v
...
a~
bA
w
A
100
Figure 5
North Carolina Piedmont Regional Curve:
arge

Urban
y = 340.66x°0'S7
R2 = 0.95
Rural
jy = 89.039x072
~~ R2 = 0.91
10 I-
0.1
~I
1 10
Drainage Area (sq mi)
• Urban Data • Rural Data ^
• Kings Drive range minimum -Power (Rural Data) -
l00
1000
Drive range maximum)
(Urban Data)

Table 1
Design Parameters
LSC Kings Drive Reach
Campbell Creek Silas Creek • Jessup Stable Design
Parameters ACOE Manual
NRCS ref c.1.
Parameter Units AVG MIN MAX AVG MIN MAX MIN MAX MIN MAX
Stream T e Ros en E4 B4d1
Draina a Area, DA SQ MI 6.06 3.3
Bankfull Dischar e, Qbkf CFS 199
Bankfull Riffle XS Area, Abkf SF 62.9 58.6 67.1 43.5 38.5 48.9
Bankfull Mean Veloci , Vbkf FPS 0.0 4.6
Bankfull Width FT 24.6 24.4 24.8 25.6 23.1 28.0
Bankfull Mean Depth FT 2.6 2.4 2.8 1.7 1.5 1.9
Width to De th Ratio, WID FT/FT 9.7 8.9 10.5 15.1 12.4 17.2 >10
Bankfull Max De th, Dmax 3.4 3.1 3.7 2.7 2.4 2.9
Max De th Ratio, DmaxlDbkf 1.3 1.3 1.3 1.6 1.4 1.7
Bank Hei ht Ratio, DtoblDmax FTIFT 1.0 1.0 1.0 1.0 1.0
Width of Flood rone Area, W a FT >85 33.7 33.0 35.0
Entrenchment Ratio, WfpalWbkf FTIFT >3.5 1.3 1.2 1.4
Meander Wavelen th, Lm FT 168.3 130 245
Meander Wavelen th Ratio, LmlWbkf 6.6 5.1 9.6
Meander Width, Wblt FT 43.7 40 51
Meander Width Ratio, WbltlWbkf 1.7 1.6 2.0
Radius of Curvature, Rc FT 41.3 19.5 54.0
Rc Ratio, RclWbkf 1.6 0.8 2.1
Valle Slo e, Sval FTIFT 0.0067 0.0088
Water Surface Slo e, Schan FTIFT 0.0059 0.0082
Sinuosi , K SvallSchan 1.1 1.1
Riffle Slope, Srif FTIFT 0.0164 0.0128 0.0187 0.02 0.058 7.05
Riffle Slope Ratio, SriflSchan 2.8 2.2 3.2 2.4 0.1 8.6 1.5 2.0
Pool Slo , S ool FTIFT 0.00098 0.00022 0.00238 0.00004 ~ 0.00122
Pool Slo Ratio, S IlSchan 0.17 0.04 0.40 0.0 -0.2 0.1
Pool Max De th, Dmax of FT 5.0 4.5 5.5 4.5 4.0 5.0
Pool Max Depth Ratio, Dmax oollDbkf 2.0 1.7 2.2 2.6 2.4 2.9
Max Pool Location Za-plZa-i
Pool Width, W ool FT 37.5 30.1 44.8 26.0 22.6 28.0
Pool Width Ratio, W ool/Wbkf 1.5 1.2 1.8 1.0 0.9 1.1
Pool S acin , L s FT 104.6 88.9 120.2 62.4 27.2 126.0
Pool-Pool Spacin Ratio, LpslWbkf 4.3 3.6 4.9 2.4 1.1 4.9
d16 mm <0.062 0.283
d35 mm 0.2 0.83

d50
mm
45
19.1 _.
d95 mm 256 - . _. 300.2 __
Existing Conditions
per Geomorphic Survey
MEDIA MIN MAX
B4c
11.2
1000
231.1 223.3 238.9
4.3
48.8 48.5 49.1
4.7 4.5 4.9
10.3 9.9 10.8
6.7 6.6 6.8
1.4 1.4 1.4
1.6 1.6 1.6
>83 80.0 >85.5
>1.7 1.6 >1.8

0.0028
0.0028
1.0
0.0141 0.0136 0.0145
5.0 4.9 5.2
0.0005 0.0000 0.0009
0.18 0.00 0.33
8.60
1.8

46.8
1.0
174 95 239
3.6 2.0 4.9
0.18
0.7
4.4

>2048
Design Parameters
MIN MAX Rationale Design Reference
B4c same as existing
1.99
1000 same as existing
187 b/t rural and urban curve
5.4
46.0
4.1
11.3 WH >1D
5.5
1.4 RR
1.0 P213 enhancement
78.0 99.0 10' to 20' bench and 2:1 side slopes
1.7 2.2

0.0028 exist conditions
0.0028 match exist conditions
1.0 little space to address pattern
0.0056 0.0084
2.0 3.0 Campbell
0.0000 0.0008
0.00 0.30 RR
8.1 11.4
2.0 2.8
6.36. ACOE
46.0 50.6
1.0 1.1 RR
92.0 207.0
2.0 4.5 RR

LlProjeds10204C~AssessmentlDesignlDesign Parameters.xls, LSC Kings Dr 7124!2006 @ 4:30 PM

637
636 ---
635
634 ---
633 ---
632
631 ----
630
629 ----
628
-~- TWG
-~E- WSF
-f- LTB
-~- RTB
BF Adjusted
627
~ 626
625
R
_m 624
w 623
622 ~4HE-~
621
620
619
618
617
616
615
614
613
-..........__._-
1000 1500
Little Sugar Creek - Kings Drive Reach
Existing Conditions Profile
2000 2500
Station
3000
3500

Cross-section Data:
Near proposed station 76+60.
;Stream : ~ BKF ;. ' MaxBKF
Feature' ' ., T e i BKF~A'Fea BKF Width De th, ~ De th W!D SBH Ratio` ER BKF EIeV TOB Elegy
Riffle G4c 238.8 48.51 4.92 6.75 9.85 1 7 1 8 624 1 629 03

640 Cross-Section X1 26+57
635
c
630
------
---------•-----•--•---•--•--•-•-•--------•----------
~v
m 625
W --•--------•------------••------
620
615

500 520 540 560 580 600 620
Station - - o- - • Bankfull - - o- - Floodpron]

Cross-section
Near proposed
Stream BKF Max BKF
'
~
Feature` T e BKF Area BKF Width De th De
th - ` W/D BH Ratio ER F Elev TOB Elev
Riffle G4c 223.3 49.14 4.54 6.55 10.81 2 1.6 624.11 630.87

635 Cross-Section X2 25+24 '~~
630 .-.--••---------------------------•-------------•---•--
r
~
0
625 ----------------•--•---...-•----- ~I
~I
w
620 ,
;I
615
~
500 ~
520 540 560 580 600 620
Station ~- o-_Bankfull - •Floodprone

Cross-section Data:
Near proposed sfafion 77+60.

Feature .Stream
T e "
BKF Area'
. BKF Width BKE ":
De th Max BKF
De th
W/D
BH. Ratio
ER
- BKF. Elev
TOB Elev
Pool 243.1 46.84 5.19 8.56 9.02 1.5 1.5 624.1 628.34
635
630
;° 625
~a
m 620
w
615
Cross-Section X3 27+57
610 +-
500

510 520 530 540 550 560 570 580_ 590 600
- - --
Station - - o- - Bankfull - - o- - Floodprone~

LSC Kings Drive
Reach-Wide Distribution

PEBBLE COUNT DATA SHEET
SITE OR PROJECT: LSC-Kings Drive
REACHILOCATION: Reach Wide Cnt
DATE COLLECTED: 7/18/2004
FIELD COLLECTION BY: JBP
DATA ENTERED BY: IJE
SEDIMENT ANALYSIS DATA SHEET
P ARTICLE CLA SS Reach Summary Riffle Summary Pool S ummary
MATERIAL PARTICLE SIZE(mm) Riffle Pool Total Class % %Cum Class % %Cum Class % %Cum
Sill /Clay < .063 2 8 10 10 10 % 4 4 % 16 16%
r.:•t rrr:•rt'i
L YYYCt•':'C:'C: Very Flne .063 - .125 10 % 4 % 16
rrrsrrrrrrs
:•t Yt.'t't't t't >•:
t;:;tttr;tg;;s
~
.

Fine

.125-.25
5
8
11
11
21 %
10
14 %
12
28
i
S A
N D
t:
:
tt'::: ;rx Medium .25-.50 5 2 7 7 2B% 10 24% 4 32%
,
,
t::rrrv:•:>•:
r •rrrr> rc:•:
rl:rrtrsrtu:
Coarse
50 -'1.0

4

9
13
13
41 %
8
32 %
18
50
cor •>•>•sttr:
ii~iii:ii~i
Very Coarse
1.0-2.0
4
2
8
6
47%
B
40%
4
54%
~ Very Fine 2.0 - 2.8 47 % 40 % 54
~
,p Very Fine 2.8-4.0 47% 40% 54%
~ Fine 4.0 - 5.6 3 g 11 11 58% 6 46 % 16 70%
~Q Fine 5.6 - 8.0 1 1 1 59% 2 48 % 70
Medium B.0 -11.0 1 3 4 4 63 / 2 50 % 6 76
GRAVEL
~ Medium 11.0-16.0 4 3 7 7 70% 8 58% 6 B2%
O Coarse 18 - 22.8 2 2 2 72 % 4 62 % 82
~
Q~ ~ Coarse 22.6 - 32 4 4 4 76 % 8 70 % 82
Very Coarse 32-45 3 3 3 79% 6 76% 82%
Q~"~w0 Very Coarse 45 - 64 4 4 4 83 % 8 84 % 82
O Small 64 - 90 1 1 1 84% 2 86 % B2
Small 90 -128 1 1 1 85 % 2 88 % 82
C088LE ~ Large 128-180 2 2 2 87% 4 92% 82%
O Large 1 BO - 256 87 % 92 % 82
Small 256 - 362 1 1 1 88 % 92 % 2 84
Small 362 - 512 1 2 3 3 91 % 2 94 % 4 88
BO LDER
Medium 512 -1024 91 % 94 % 88
Large-Very Large 1024 - 2048 91 % 94 % BB%
BEDROCK Bedrock' >2048 3 8 9 9 100% 8 100% 12 100%
50 50 100 1D0 100% 100 100%
Channel materials
d16 0.18mm
d35 0.75mm
d50 4.3mm
d84 90mm
d95 2050mm

L:\Projects\0204C\Assessment\Exist_Cond\Sediment\LSC-KingsDr X-2 Riffle1000nt.xls, RifFle Dist 7/24/2006

PEBBLE COUNT DATA SHEET
BUCK PROJECT NO. 204C
sITE oR I=RO~ECT: Little Sugar Creek -Kings Drive Reach
REACHILOCATION: LSC X-2 Riffle
DATE COLLECTED: 7/16/2004
FIELD COLLECTION BY: JBP
DATA ENTRY BY: IJE
SEDIMENT ANALYSIS DATA SHEET
PARTICLE CLASS COUNT Summary
MATERIAL PARTICLE SIZE (mm) Riffle Class % % Cum
Silt /Clay < .062 1 1 % 1
•tttt •tttttttt
•ttttttttttttr
•trrttsttts tts•
•tsttttrtrtttt
°t
rt
t
Ve Fine
ry
.062 - .125
°
1 /o
ti
;t
tttttt
tts s is tt •rrttt
ctts•t •ts•ttt
tttt g •ttttt
•

Fine

.125 - .25
3
3%
4%
tiss iiis
;sets A •ttttt
stet •tssss
•
Medium
.25 - .50
6
6%
10%
tttt N ;L ss;tt
•ts•st s s ss
s•ttit p •t~ttt
ttts;t ;ttttt
ttts;t , , ttttt

Coarse

.50-1.0

,~}

4%

14%
tttstssttttrst
i%
tttt
Very Coarse
1.0 - 2.0
2
2%
16%
~ ~
~ Very Fine 2.0 - 4.0 5 5% 21
~
0
Fine
4.0 - 5.7
7
7%
28%
R ~~~ Fine 5.7 - 8.0 28%

O A
V ~ ~ Medium 8.0 - 11.3 14 14% 42%
~
Q
E C
Medium
11.3 - 16.0
13
13%
55%
U
O L
~ Coarse 16.0 - 22.6 7 7% 62%
~ O~ Coarse 22.6 - 32 10 10% 72%
C
Very Coarse
32 - 45
10
10%
82%
~~~ C Very Coarse 45 - 64 11 11 % 93%
~0 C Small 64 - 90 4 4% 97%
Small 90 - 128 2 2% 99%
COBBLE ~ Large 128 - 180 1 1 % 100%
Large 180 - 256 100%
Small 256 - 362 100%
Small 362 - 512 100%
BOULDER
Medium
512 - 1024
100%
Large-Very Large 1024 - 2048 100%
BEDROCK Bedrock > 2048 100%
Total 100 100%

L:\Projects\0204C\Assessment\Exist_Cond\Sediment\LSC-KingsDr X-2 RifflePav-subpab.xls, Distribution Graph 7/24/2006 @ 12:10 PM

PAVEMENT /SUBPAVEMENT ANALYSIS
BUCK PROJECT N0. 204C
SITE OR PROJECT: Llftle $Ugaf Cfeek -Kings DfIVe Reach
REACRaocATloN: LSC - Kings Drive (D/S of Culvert and U!S of Morehead) X-2 RIfOe
DATE COLLECTED: 7/18/2004
FIELD COLLECTION BY: JBP
LAB ANALYSIS BY: IJE
LARGEST SUBPAVEMENT: 70 mm
SEDIMENT ANALYSIS DATA SHEET
LARGEST PAVEMENT: 83.00 mm
Pavement Subpavement
MATERIAL PARTICLE 812E (mm) Bucket (g) or 100-count Bucket (g) or her (g)
SIIU CIey <.os2 DA 0.3-
'k ti 'Yti l;t'ti
• L• •t•L'L L•L•
•i Very Flne .082 - .125
0.0
1.3
t;t;1;t;L l s,
t t'tt
'~ti I'L'L'L;
'
'
'
'
Fine
.125-.25
O.D
0.3
i
L
t.
1;s•
'LL ~ Ltt
•t t' ssi Medlum .25-.50 0.0 50,8
'L'L' I ; ;L C
'ttt ss+~'
•-L L
•tit" Coerse .50 - 1.0
0,0
229.9
•,
•YL L t CL't; Ver
Coerse 1
0
2
0

•- t'tu t t t
•
• y .
-
. OA 304.7
tttt'tttti
;t;-tttt;t- vary Fine z.D-4.7s 0.0 323.8

O Flne -Medium 4.75 - 12.5 0.0 841.7
R ~ Medlum- Coerse 12.5 - 25 13.9 1043.1
'4
v C Coarse 25-45
1051.9
1091.8
very coarse bs - ea 825.4 450.5
o smell e4 - ao 1133.9. 308.9
C Smell 90-128
COBBLE Large 128 - 180 -
O Large 180 - 258 -
Smell 250 - 382
Smell 382 - 512
Metllum 512 - 1024
Lerga • Very Large 1024 - 2048
BEDROCK Bedrock > 2048
Total 3025.1 4452.7
Pavement
Clesa % % Cum
0% 0%
0% 0%
0% 0%
0% 0%
0% 0%
0% 0%
0% 0%
0 % 0°~
0% 0%
35% 35%
27% 63%
37 % 100
0% 100%
p% 100%
0% 100%
p% 100%
0% 100%
0% 100
po/ 100
0 % 100%
10D% 100
Subpavement
Claea % % Cum
0% 0%
0% 0%
0% 0%
1% 1%
5% 6%
7% 13%
7% 21%
14% 35%
23% 58%
25% 83%
10% 93%
7% 100%
0 % 100%
p% 100%
0% 100%
0% 100%
p % 100%
0% 100%
0 % 100%
poi 100%
100% 100%

Chann el materials
Pavement Subpavem~
Dre = 32mm 2.3mm
Dm = 54mm 20mm
psa = 7gmm 48mm
L:\Projects\0204CWssessment\Exist_Cond\Sedlmenl\LSC-KingsDrX-2 RIfflePav-subpab.xls, Data 7/24/21

Creek Name LSC KINGS DRIVE REACH
Shear Stress Ana is Pavement/ Subpavement 100-courts/ Subpavement
Bankfull Xsec Area, Abkf (sq ft) 223.3 223:3
Bankfull Width, Wbkf (ft) 49.1 49.1
Bankfull Mean Depth, Dbkf (ft) 4.5 4.5
Wetted Perimeter, WP=W+2D (ft) 582 58.2
Hydraulic Radius, R (ft) 3.8 3.8
Schan (ft/ft) 0.0028 0.0028
Boundary/Bankfull Shear Suess, t (Ib/sq ft) 0.67 0.67
d50 100 cUpavement (mm) 54 15
d50 (mm) -bar sample/subpavement 20 20
ratio - d50pve/d50subpave 2.70 0.75
ratio - dUd50 pavement 1.30 4.67
tci~quation 1 0.0351 0.1072
tci-equation 2 0.0305 0.0098
D100 subpavement (mm) 70 70
d bar large (ft) 0.23 0.23
Dcrit (ft) (equation 1) 4.7 14.5
Dcrit ft nation 2 4.1 1.3
Scrit (equation 1) 0.00293 0.00894
Scrit (equation 2) 0.00254 0.00082
Lar est moveable article shields/CO curves 100-200 100-200
1
sm
200
tao
e ~
8
~ m
o.
a s
H
L]
z
1
os
oz
o.>
o.oot o.aoz o.oos o.ot o.oz o.os of oz os t.o z s io
rte, critical sly stx~, ibs/sq ft
(Data lrarrc Leopok~ Watltnan, andRAOIIer l9fi4; Rasgen, persorsf cwnrnu-s; artd
FJarrnar; persona! corrumxx)
.
•/
•
•
•
•
•

- Leop old, et aL
,~~ --Rosgen & Harman

L1Projects10204CW.ssessmenflE~dst_Cond~Sediment~sedtransport.~ds, X2 7242006 @ 5:04 PM

flacinn r.~„~~s~~ o~~i.,~~~
DESIGN VALUES Creek Name LSC KINGS DRIVE REACH
Shear Stress Ma sis Pavemerrt/ Subpavement 100-courMl Subpavement
Bankfull Xsec Area, Abkf (sq ft) 186.5 186.5
Bankfull Width, Wbkf (ft) 46.0. 46.0
Bankfull Mean Depth, Dbkf (ft) 4.1 4.1
Wetted Perimeter, WP=W+2D (ft) 54.1 54,1
Hydraulic Radius, R (ft) 3.4 3.4
Schan (ft/ft) 0.0028 0.0028
BoundaryBankfull Shear Stress, t (Ib/sq ft) 0.60 0.60
d50 100 ct/pavement (mm) 54 15
d50 (mm) - bar sample/subpavement 20 20
ratio-d50pve/d50subpave 2.70 0.75
ratio - dUd50 pavement 1.30 4.67
tci-equation 1 0.0351 0.1072
tci-equation 2 0.0305 0.0098
D100 subpavement (mm) 70 70
d bar large (ft) 0.23 0.23
Dcrit (ft) (equation 1) 4.7 14.5
Dcrit ft nation 2 4.1 1.3
Scrit (equation 1) 0.00328 0.01002
Scrit (equation 2) 0.00285 0.00092
La est moveable rtiGe (shields/CO curves 100-200 100-200
i
e
m
E
a
a.
H
Q
o.i
omi o.ooz o.~s o.ot o.az o.os of oz os i.o z s io
~, critical slate sfxess, H~sfsq ft
tDafa ~arrc teopolq wo0nar; andR~&er 7964; Rasgen, persaraal cwramws; and
lfarrnan, Personal corrurast)

m
•
oo •
ao
SD ~
•
,~
•

io
s ~
z .,
- Leop old et aL
1
os ,cam i ,
--Rosaen & Haxrnaxi

o~ s
z
i

Little
Photo
April

Little Sugar Creek: Kings Drive Reach
Photo Log

BucK
N.NC31Nh: 1?It 1 NCi
,.'
~~~~AY4 4 ~ ~1 aN ~l . ~ 1 ~y ~r
~,
~~~. ,. .
Photo 4: St~t~on l0+~00. LUOkiriy down~~kre~~rn alor~~g t~o~~ uf~ cep. npril ti'UC)'.~.

Little Sugar Creek: Kings Drive Reach
Photo Log
Photo 5: Station 74+50.
2005.

=r;-
::;
I • ..::
cap. Apri12005.

April

Little Sugar Creek: Kings Drive Reach
Photo Log
April 2005.
BucK

Little Sugar Creek: Kings Drive Reach
Photo Log
.~
~-
~:~~:--
in the
~~

Little Sugar Creek: Kings Drive Reach
Photo Log
..~ ~
,.1~
upper right of photo. July 2003.
in the

Little Sugar Creek: Kings Drive Reach
Photo Log
Photo 7: Station 80+50. Looking downstream
lower left of photo. July 2003.

Little Sugar Creek: Kings Drive Reach
Photo Log
April
2005.
ng
BucK~
IiN(i1Nl', I?RING
cap. Apri12005. v

Little
Photo
~~

Little Sugar Creek: Kings Drive Reach
Photo Log
April
2005.
culvert under
America parking deck. April 2005.
BucK
1-:NC31 NF;HRINCI~
_ ,~~.~

Figure 3
Little Sugar Creek Watershed Hydrology
CMGC Rain Gage Uptown and CMC Stream Gage at Medical Center Drive
14
Total rain 0.38".
Rain begins Total rain 0.6". Rain begins at
at noon. 8:50 PM.
12 _ _- - _ -- - -__ - -
Heavy rain at
7:50 PM.
10 -------- - - - _ ---- ----- -
t
m
m g
x
m
m
~a
C7
R 6
4
2
Heavy rain at
10:45 PM. CMC Stream Gage
-e-CMGC Rain Gage
-- __. _ _ _ - __ - Creek rises 3.2' from baseflow -- _ - - _ -- - _-_---
by 8:15 PM. Incremental rise of Creek rises 4.3' from baseflow by
2.7' since 7 PM. 12:15 AM. Incremental rise of
3.9' since 10:45 PM.
Creek rises 9" by Creek rises 1.6'
5:15 PM. by 9:30 PM.
0
0.05
c
0.1 ~
w m
m ~
s c
c m
~ 3
0.15 c
:r
:°• u~
a c
L m
a L
3
0.2 ~
m
0.25
0 ' ! 0.3
8/29/04 0:00 8/29/04 8:00 8/29104 8/30/04 0:00 8/30/04 8:00 8/30/04 8/31 /04 0:00 8/31 /04 8:00 8/31 /04 9/1 /04 0:00
16:00 16:00 16:00
Date 8 Time
L:\Projects\0204C\Hydraulics\Storm\LSCgagegraphs.xls, graph zoom 7/24/2006 @ 4:29 PM

looo ,
:~
Q loo
0
y
v
0
U 10
w
a
ca
Cq
Figure 4
North Carolina Piedmont Regional Curve: Area
•
o ~
• a •
a
r
• •
• •
• • •
0.1
1 10
Drainage Area (mi Z )
• Urban Data • Rural Data ^ Campbell Creek RR
O LSC Westfield design • Kings Drive design ^ Campbell Creek RR2
- Rural Regression - Urban Regression
100
Urban
y = 61.16x°0'6i
Rz = 0.97
Rural
y = 21.43x0'6s ',
R~ = 0.95
1000
O LSC Westfield exist cond
O Kings Drive existing cond

Figure 5
North Carolina Piedmont Regional Curve: Discharge
loooo

looo
w
U
L
CC
U
a
100
10 ~-
0.1
Urban
y = 340.66x057
RZ = 0.95
Rural
y = 89.039x0'72
100 1000 ,
^ Kings Drive range maximum
-Power (Urban Data)
1 10
Drainage Area (sq mi)
• Urban Data • Rural Data
• Kings Drive range minimum -Power (Rural Data)

Table 1
Design Parameters
LSC Kings Drive Reach
Campbell Creek Silas Creek -Jessup Stable Design
Parameters ACOE Manual
NRCS ref c.1.
Parameter Units AVG MIN MAX AVG MIN MAX MIN MAX MIN MAX
Stream T pe (Ros en E4 64G1
Draina a Area, DA SQ MI 6.06 3.3
Bankfull Dischar e, Qbkf CFS 199
Bankfull Riffle XS Area, Abkf SF 62.9 58.6 67.1 43.5 38.5 48.9
Bankfull Mean Veloci , Vbkf FPS 0.0 4.6
Bankfull Width FT 24.6 24.4 24.8 25.6 23.1 28.0
Bankfull Mean Depth FT 2.6 2.4 2.8 1.7 1.5 1.9
Width to De th Ratio, W/D FT/FT 9.7 8.9 10.5 15.1 12.4 17.2 >10
Bankfull Max De th, Dmax 3.4 3.1 3.7 2.7 2.4 2.9
Max De th Ratio, DmaxlDbkf 1.3 1.3 1.3 1.6 1.4 1.7
Bank Hei ht Ratio, Dtob/Dmax FTIFT 1.0 1.0 1.0 1.0 1.0
Width of Floodprone Area, Wfpa FT >85 33.7 33.0 35.0
Entrenchment Ratio, Wf alUUbkf FTIFT >3.5 1.3 1.2 1.4
Meander Wavelen th, Lm FT 168.3 130 245
Meander Wavelen th Ratio, LmlWbkf 6.6 5.1 9.6
Meander Width, Wblt FT 43.7 40 51
Meander Width Ratio, WbItlWbkf 1.7 1.6 2.0
Radius of Curvature, Rc FT 41.3 19.5 54.0
Rc Ratio, RclWbkf 1.6 0.8 2.1
Valle Slo e, Sval FTIFT 0.0067 0.0088
Water Surface Slo e, Schan FTIFT 0.0059 0.0082
Sinuosit , K Sval/Schan 1.1 1.1
Riffle Slope, Srif FTIFT 0.0164 0.0128 0.0187 0.02 0.058 7.05
Riffle Slope Ratio, SriflSchan 2.8 2.2 3.2 2.4 0.1 8.6 1.5 2.0
Pool Slo e, S ool FTIFT 0.00098 0.00022 0.00238 0.00004 ~ 0.00122
Pool Slo a Ratio, S IlSchan 0.17 0.04 0.40 0.0 -0.2 0.1
Pool Max De th, Dmax ool FT 5.0 4.5 5.5 4.5 4.0 5.0
Pool Max Depth Ratio, Dmaxpool/Dbkf 2.0 1.7 2.2 2.6 2.4 2.9
Max Pool Location Za-p/Za-i)
Pool Width, W of FT 37.5 30.1 44.8 26.0 22.6 28.0
Pool Width Ratio, W oolMlbkf 1.5 1.2 1.8 1.0 0.9 1.1
Pool S acin , L s FT 104.6 88.9 120.2 62.4 27.2 126.0
Pool-Pool Spacin Ratio, Lps/Wbkf 4.3 3.6 4.9 2.4 1.1 4.9
d16 mm <0.062 0.283
d35 mm 0.2 0.83
d50 mm 45 19.1
d84 mm 495 157.5
d95 mm 256 300.2
Existing Conditions
per Geomorphic Survey
MEDIA MIN MAX
B4c
11.2
1000
231.1 223.3 238.9
4.3
48.8 48.5 49.1
4.7 4.5 4.9
10.3 9.9 10.8
6.7 6.6 6.8
1.4 1.4 1.4
1.6 1.6 1.6
>83 80.0 >85.5
>1.7 1.6 >1.8

0.0028
0.0028
1.0
0.0141 0.0136 0.0145
5.0 4.9 5.2
0.0005 0.0000 0.0009
0.18 0.00 0.33
8.60
1.8

46.8
1.0
174 95 239
3.6 2.0 4.9
0.18
0.7
4.4
90
>2048
Design Parameters
MIN MAX Rationale Design Reference
64c same as existing
1.99
1000 same as existing
187 b/t rural and urban curve
5.4
46.0
4.1
11.3 WH >10
5.5
1.4 RR
1.0 P213 enhancement
78.0 99.0 10'to 20' bench and 2:1 side slopes
1.7 2.2

0.0028 exist conditions
0.0028 match exist conditions
1.0 little space to address pattern
0.0056 0.0084
2.0 3.0 Campbell
o.oooo o.aoo8
0.00 0.30 RR
8.1 11.4
2.0 2.8
0.36 ACOE
46.0 50.6
1.0 1.1 RR
92.0 207.0
2.0 4.5 RR

L:1Projects10204C1AssessmentlDesignlDesign Parameters.xls, LSC Kings Dr 712412 0 0 6 @ 4:30 PM

Little Sugar Creek - Kings Drive Reach
Existing Conditions Profile
637
636 ---
635 ---
634 ----
633
632 --
631 ----
630
629 -
628
627
~ 626
625
'm 624
w 623
622
621
620
619
618
616
615
614
613
612
1000
fTWG
~~WSF
LTB
~ RTB
BF Adjusted
1500
2000 2500
Station
3000
3500

Cross-section Data:
Near proposed station 76+60.
Strea'm' BKF - Max BKF
Feature 7 e : BKF~Area BKF Width '' De th De th W/D BH Ratio ER BKF• Elev TOB Elegy
Riffle G4c 238.8 48.51 4.92 6.75 9.85 1.7 1.8 624.1 629 03
Cross-Section X1 26+57
640
635 -
c
630
-•----•----•------•---------••-•-----••--------••-•-•-----

625
w
----------------•--••--------•--
620
615 -

500 520 540 560 580 600 62 0
Station - - a - • Bankfull - - a -_Floodpron e,

Cross-section
Near proposed

Feature Steam
T e
BKF Area
BKF Width BKF
De th Max BKF
De th
W/D -: , ~,
BH Reti ER
BKF Elev
TOB' EIeJ
Riffle G4c 223.3 49.14 4.54 6.55 10.81 2 1.6 624.11 630.87
Cross-Section X2 25+24 i
635
630 - ------
~
0
~ 625 ''
m
w
620
615

500 520 540 560 580 600 620
Station - - - Bankfull • - o- - • Floodprone

Cross-section Data:
Near proposed station 77+60.
Stream BKF < Max BKF:
Feature T e BKF Area BKF Width De fh , De th ;' W/D ° ' BH Ratio ER BKF Elev TOB Elev
Pool 243.1 46.84 5.19 8.56 9.02 1.5 1.5 624.1 628.34

635 Cross-Section X3 27+57

630 ---- ------------------------------------------------------
c
625
------------------------------
R
----- -
~ 620
w
615
610

500 510 520 530 540 550 560 570 580 590 600
Station L_o- - ~ Bankfull - -a __ Floodprone,

LSC Kings Drive
Reach-Wide Distribution
100%
I i

-•-Reach-Wide Distribution ,
0
90 /
o
-t-Riffle Data ~~
I
~

I
->~ Pool Data
I ~ ~

i
o
80 / i ~ '
o

I
~
~
I
i

0

70 /

I i
i
i

i
I I

~
o
I
'
I
~ '
I
I
~
c

R

o

60 / ~
I

I ,
i
II ! !,

L o
~
~
H
i
i

I

~I
',
I

~
' ',
d
C I

I I ~

i ~ ~~ '
0
50 /
ii
o

I

~

,

~
~..

c
~

,
i

~

~

I
0

40 %
I
d ~ ~
a
I

i

I

~

I
o
30 /
i
~~
o

~~
i
_ _
20% % i
~ ', i I i i

0%

i ~ ~~

'

i
i
~ ~ ,
~
~
~
, ',
I

o

0 / i

I i

I
I

I
~I ~ i

~
o
0.01 0.1 1
10 100 1000 10000
Particle Size (mm)

PEBBLE COUNT DATA SHEET
SITE OR PROJECT: LSC-Kings Ddve
REACH/LOCATION: Reach Wide Cnl
DATE COLLECTED: 7/18/2004
FIELD COLLECTION BY: JBP
DATA ENTERED BY: IJE
SEDIMENT ANALYSIS DATA SHEET
P ARTICLE CLA SS Reach Summary Rlffle Summary Pool S ummary
MATERIAL PARTICLE SIZE (mm) Riffle Pool Total Class % % Cum Class % % Cum Class % % Cum
Silt /Clay < .063 2 g 10 10 10 % 4 4 % 16 16
iiiiiiiiii
ttttt•L t•i 9tt Very Fine .063 - .125 10 % 4 % 16
iiiiiiii i Fine .125 - .25 5 6 11 11 21 % 10 14 % 12 28
L S A N D i
C;LLL ttttrt,
'
'
'
' Medium .25 - .50 5 2 7 7 28 % 10 24 % 4 32
t
tl ti;Ct
t
CL
L
t t;t -, prt rrt.
rttt~rrtrt•t
st'ttLttt'tts
Coarse
50 -'1.0

4

9
13
13
41 %
8
32 %
18
50
t;Lrttt't'tttt
tssrrt-l-t•s
Very Coarse
1.0-2.0
4
2
6
6
47%
8
40%
4
54%

O Very Fine 2,0 - 2.8 47 % 40% 54
~ Very Fine 2.8 - 4.D 47 % 40 % 54
l/
~ Fine 4.0-5.8 3 g 11 11 58% 6 46% 16 70%
~Q Fine 5.6-8.0 1 1 1 59% 2 48% 70%
Medium B.0-11.0 1 3 4 4 63% 2 50% 6 76%
GRAVEL
~ Medlum 11.0 -16.0 4 3 7 7 70 % 8 58 % 6 82
~ Coarse 18 - 22.8 2 2 2 72 % 4 62 % 82
~
QN ~ Coarse 22.8 - 32 4 4 4 78 % 8 70 % 82
Very Coarse 32 - 45 3 3 3 79 % 8 78 % 82
Q~"~w0 Very Coarse 45 - 64 4 4 4 83 % 8 84 % 82
O Small 64 - 90 1 1 1 84 % 2 86 % 82
Small 90 -128 1 1 1 85% 2 BB % 82
COBBLE
~ Large 128-180 2 2 2 87% 4 92% 82%
Large 160 - 258 87 % 92 % 82
Small 256 - 362 1 1 1 88 % 92 % 2 84
Small 362-512 1 2 3 3 91% 2 94% 4 68%
B LDER
Medlum 512 -1024 91% 94 % 88
Large-Very Large 1024 - 2046 91 % 94 % 88
BEDROCK Bedrock' >2048 3 8 9 9 100% 6 100% 12 100%
50 50 100 100 100% 100 100%
Channel materials
d16 0.18mm
d35 0.75mm
d50 4.3mm
d84 90mm
d95 2050mm

L:\Projects\0204CWssessment\Exist_Cond\Sediment\LSC-KingsDr X-2 RiffIe1000nt.xls, Riffle Dist 7/24/2006

PEBBLE COUNT DATA SHEET
BUCK PROJECT NO. 204C
sITE oR PROJECT: Little Sugar Creek -Kings Drive Reach
REACH/LOCATION: LSC X-2 Riffle
DATE COLLECTED: 7/16/2004
FIELD COLLECTION BY: JBP
DATA ENTRY BY: IJE
SEDIMENT ANALYSIS DATA SHEET
PARTICLE CLASS COUNT Summary
MATERIAL PARTICLE SIZE (mm) Riffle Class % % Cum
Silt /Clay < .062 1 1 % 1
•srrrrr••rr, •. r .
rssrrrsis• trrr
rrssssss••:'rrar
"
Ve Fine
ry
.062 - .125
1
tit'ttitL
't't't'ii
•i
'
i'
rrsri
r
s sss
•rrrrrrt•rsrrs •
is i
rr~ s S •sst
Fine
.125 - .25
3
3%
4%
•
:.srs ;sssi-
•••rsr A ,rsrrs
.
•L
Medium
.25 - .50
6
6%
10%
SSr rrrrs
srssr N •ssi>r
'
'
' '
t
t L
i
YYt t r
vrrrr p •rrssr
• •
Coarse
.50 - 1.0
q
4%
14%
rrrr:
rrrrr
rtvr 'srrsr .
srsrsrs•••'rrrrr
rrirrrrs'•rrrrr
ssssrrsr~•rss•.t
Very Coarse
1.0 - 2.0
2
2%
16%
rs ~t:st:rr{_t:t si:
O ~ ~
0 Very Fine 2.0 - 4.0 5 5% 21
0 O F %
a ine 4.0 - 5.7 7 7% 28
~~~
R Fine 5.7 - 8.0 28%
A ~ ~ Medium 8.0 - 11.3 14 14% 42%

~ V C
Q E Medium 11.3 - 16.0 13 13% 55%
U
~ L ~
~ Coarse 16.0 - 22.6 7 7% 62%
~ ~

0 O Coarse 22.6 - 32 10 10% 72%
~
Very Coarse 32 - 45 10 10% 82%

00~ C
Very Coarse 45 - 64 11 11 % 93%
/~O C
~J Small 64 - 90 4 4% 97%
Small 90 - 128 2 2% 99%

COBBLE
~ Large 128 - 180 1 1 % 100%
O Large 180 - 256 100%
Small 256 - 362 100%
Small 362 - 512 100%
BOULDER
Medium 512 - 1024 100%
Large-Very Large 1024 - 2048 100%
BEDROCK Bedrock > 2048 100%
Total 100 100%

Little Sugar Creek
Kings Drive Reach
Pavement and Subpavement Particle Size Distributions
L:\Projects\0204C\Assessment\Exist_Cond\Sediment\LSC-KingsDr X-2 RifflePav-subpab.xls, Distribution Graph 7/24/2006 @ 12:10 PM

PAVEMENT /SUBPAVEMENT ANALYSIS
BUCK PROJECT NO. 204C
SITE oR PROaECr: Little Sugar Creek -Kings Drive Reach
REACwLOCnrION: LSC -Kings Drive (D/S of Culvert and U/S of Morehead) X-2 Riffle
DATE COLLECTED; 7/16/2004
FIELD COLLECTION BY: JBP
LAB ANALYSIS BY: IJE
LARGEST SUBPAVEMENT: 70 mm LARGEST PAVEMENT: 83.00 mm
SEDIMENT ANALYSIS DATA SHEET
Pavement 9ubpevement
MATERIAL PARTICLE SIZE (mm) Bucket (g(or 100-count Bucket (g) or her (g)
snvaay <.oe2 OA 0.3
't'L•;'Y
;t;vgut ~{t' Very Flne .082-.125
OA '
1.3
~L L'itilLtiyi
;l t••I;ti Li
Fine
.125-.25
0.0
6.3
l1 ~ Medium .25-.50 0.0 - 50.8
LL I iii
t • t;r Coarse .50.1.0
0.0
229.9
t
~
"~t'
t
,
t
'ii• •L•L' •} i
•t-
? t~ veryCoerse 1.o-z.o 0.0 304.7
,
;,i„,••L•t; Vary Flne 2.0-1.75 0,0 ~ 323.8-- ~-

O Flne -Medium 4.75 - 12.5 0,0 841.2
q ~ Medium-coarse t2s-zs 13.9' 1043,1
A C
v Coarse 25.45
1051.9'.
1091.9
very coarse 45 - e4 825.4 > 450.5
o smell 84 - eo 1133.9 308.9
C Smell li0-128
COBBLE Large 128-180
Lerpe 180.258
Smell 258 - 382 - '
small 382-512
Medium 512.1024
Large • Vary Large 1024.2048
BEDROCK Bedrock > 2040
total 302b.1 4452.7
Pavement
Cleas% %Cum
0% 0%
0% 0%
0% 0
0% 0%
0% 0°~
0% 0%
po/ 0
0% 0°~
0% 0%
35% 35%
27 % 83%
37 % 100%
0% 100%
p% 100%
0% 100%
p / 100%
p°/, 100
p% 100%
0% 100%
p% 100%
100% 100%
9ubpevement
Clasa% %cum
0% 0%
0% 0%
0% 0%
1% 1%
5% 6%
7% 13%
7% 21 °/
14% 35%
23% 58%
25% 83%
10% 93
7% 100 %
0% 100%
p% 100%
p% 100
0% 100
p% 100%
0% 100%
p % 100%
0% 100%
100% 100
Chann el materials
Pavement Subpavement
D1a= 32mm 2.3mm
Dm = 54mm 20mm
Dsb = 79mm 48mm
L:\Projects\0204C1Assessment\Exist_Cond\Sediment\LSC-KingsDr X-2 RlfflePav-subpab.xls, Data 7/24/2006

Creek Name LSC KINGS DRIVE REACH
Shear Stress Mal is Pavement/ Subpavement 100tounU Subpavement
Bankfull Xsec Area, Abkf (sq ft) 223.3 223.3
Bankfull Width, Wbkf (ft) 49.1 49.1
Bankfull Mean Depth, Dbkf (ft) 4.5 4.5
Wetted Perimeter, WP=W+2D (ft) 58.2 58.2
Hydraulic Radius, R (ft) 3.8 3.8
Schap (ft/ft) 0.0028 0.0028
Boundary/Bankfull Shear Stress, t (Ib/sq ft) 0.67 0.67
d50 100 ct/pavement (mm) 54 15
d50 (mm) -bar sample/subpavement 20 20
ratio - d50pve/d50subpave 2.70 0.75
ratio - dUd50 pavement 1.30 4.67
tci-equation 1 0.0351 0.1072
tci-equation 2 0.0305 0.0098
D100 subpavement (mm) 70 70
d bar large (ft) 0.23 0.23
Dcrit (ft) (equation 1) 4.7 14.5
Dcrit ft nation 2 4.1 1.3
Scrit (equation 1) 0.00293 0.00894
Scrit (equation 2) 0.00254 0.00082
La est moveable article shields/CO curves 100-200 100-200
1
SOD
zao
lao
C 27
E
~ 1D
a.
~ s
h
G]
2
1
os
o~
o.l
0.001 0.002 0.005 0.01 0.02 0.05 01 02 OS 1.0 2 5 10
~, critical sLear stress, Ibsfsq Ft
(Data 1Farrc LeopWQ Wau6nan, andARRer t9tiJ; Rosgen, personal canrrant: and
Nar-r+ar+, Personal cwnnwnJ

.''
•
•
~
~•
•

- Leop old et al.
,~~ _ ,
--Rosgen & Harman

L~Projedst0204CWSSessmenttExist_Cond\Sedimenflsedtransport~ds, X2 7242006 @ 5:04 PM

r)acinn C:nnrlitinn Analvcic
DESIGN VALUES Creek Name LSC KINGS DRIVE REACH
Shear Stress Ana is PavemenU Subpavement 100~ount/ Subpavement
Bankfull Xsec Area, Abkf (sq ft) 186;5 186.5
Bankfull Width, Wbkf (ft) 46.0 46.0 _
Bankfull Mean Depth, Dbkf (ft) 4.1 ` 4.1
Wetted Perimeter, WP=W+2D (ft) 54.1 54.1
Hydraulic Radius, R (ft) 3.4 3.4
Schan (ft/ft) 0.0028 0.0028
Boundary/Bankfull Shear Stress, t (Ib/sq ft) 0.60 0.60
d50 100 cUpavement (mm) 54 15
d50 (mm) - bar sample/subpavement 20 20
ratio - d50pve/d50subpave 2.70 0.75
ratio - d'Ud50 pavement 1.30 4.67
tci-equation 1 0.0351 0.1072
tci~quation 2 0.0305 0.0098
D100 subpavement (mm) 70 70
d bar large (ft) 023 0.23
Dcrit (ft) (equation 1) 4.7 14.5
Daft ft nation 2 4.1 1.3
Scrit (equation 1) 0.00328 0.01002
Scrit (equation 2) 0.00285 0.00092
La est moveable rtiGe shields/CO curves) 100-200 100-200
100
sm ,~ ,
200
•
100 •
~ , = ~•
•
m ~
~ i0
c.
M 5 •'
Ca z ..
i - Leopoid, et aL
~~~ --Rosaen Bc Harman
os
oz
o.i
oaoi o.ooz o.~ o.oi o.02 o.os of oz os i.o 2 s io
~, critical shear stress, ;bsfsq ft
r;Data Trom: LeopalQ tNo9nan, andMaAer 196d; Ras4er5 Pasor~al cormwra; and
Hannan, Personal corrarraxr.)
L:1Projedsi0204CWSSessment~Exist CondiSetlimentlsedtransport.xls, X2 Design 7/24/2006 @ 2:17 PM

LITTLE SUGAR CREEN,, (,,,3REENWAY
CONSTRUCTION DOCUMENTS
KINGS DRIVE BETWEEN BAXTER STREET Ai"ZEAST MOREHEAD STREET
CHARLOTTE, fJORTH CAROLINA
May 31 T /0
75x0 Submittal
OWNER Meckienl-urg County SHEET INDEX:
hark & Recreation Department Chapter I _Existing Conditions
C C _ mover Pia e . Erosion Cont Plan
5,841 Brookshlre Boulevard!--- - --- - - - -
C I i - C 1 2 Cxlstrng Co diti =_ Sjger C-6-4 osion Control -Plan
'Charlotte, NC 282116-2403 C 3 Soil Boring l _cul' ns (Rescr/eo) n j ve nase 2 Erosion Control Plan --
o,E., -_` -6.9 osior, Control Fla -- ----- ---
PROJECT MANAGEMENT MecklenburgCounty
� o Control Details and votes
Chapter 2 - Demolition Flan
e Services DeC-2.0 Ovelerc!r{eal stat YPlan— - -
r i 4 )rsina e Plan ----
1 4 3. West Morehead Street, Suite 120 C-2.! - C-2. Demolition Plan:
r r
-
tt `�C 28208
-- -- -- - --- - - -- ..= - -- Gve , ur IIw .' Storm Drainage Pla_; �� k `¢✓v v , /
'
Charlotte, ; - -- - ----, , x
u t t, Yarm Drainage Plan
704.4 32,02 7 V Chapter 3 Site Paan - - - — — - -- --
,te . .aa Slorm '. - - 7;, -,,-,,)age Det, s
C 3.0 w call S,ie - - r .
C ? S . stem Di alnage Area
C-3.1 - C-3.4 Site Pian --- -- _ — — - -- -- -
LANDSCAPE ARCHITECT 1-andDesign, Inc. -
C-3.5 - C 3, I I Sii.e 'Detail
& ENGINEER - - - -- _ ---- ----- --- -
2L NUrlh L]rciharri Jt. na .e" "3 F IanUnx a��
Y
- o 8212 E v_ O -�i` n_ th _ P_- I aChad,VC Lants�9nChapter4-Glading Plan�� 4. --- - - -_-
C-40 Overall Gracy, g r'I, 8 - -- - -- - - -% �;
retails
C-4.1 C44 GadmgFai-------- - ..-- -- -- - -- c
G-iuck Engineering C-4.5 -- - ev 'and , d_,,g Pian --- - — -- - --- - - -- -- - - --
STREAM ENHANCEMENT b g � , ,
�� T C--4,6 ✓ e rd iia t g a -'- -- - - - --- -- _ _ ` r
4 �, I rron Street - - - -- - ----- - ,� �.�� ,t _
ENGINEER C-4.7 Net�and -.all - 7.,� � '
Suite LSO - - -- -
Sup,. -, , I-3 vlall Lavo;rc..r
Char�latte, NC 28203 , ,lr, V'aii - -
x
P a -,inq Wall
-7 Chapter 5 -Stream Ennar ce- e i. an
n,
04'�4.44�
.�� -- -- - —
cL, zr.., i,n� Wall 3 Map
/
f
' C�� Over -al Su ear �rr rce�rFn.r _., E �r�/ICirllt� i rap
-- -
C-5.1 eri
4 Stra
i'Nail4
-- Wall Deta is
STRUCTURAL Ralph Whitehead Associates, Inc. C-5.5 - C-38 Stream Enna i rnert Piar,t'rg Far- - ---
ENGINEER 1000 W. Morehead St. C-3 9- C-5- 0 St,earn E, entr tilt - -- -- -- - --- -- - -
C 5 1 i - r i Stream Enn r:e t TvDica' Seri^ns - - - -' -- -- -- -----
Suite 200 C-5 13 - C 15 Stream Ennancen t ivy aih ^r r 0 Mi -F
C iariutt�e, NC 28208 C-5.16 - C- c.21 Stream, ,hanc rn Cess '
704,3%21885 - - - --- -- -- —
GEOTECHNICAL Froehiing & Robertson,
ENGINEER 2.505 H1tll.chlnson-McDona; Rd,
Charlotte, NC 28269
'04 5962889
z
c
-
^ 5
Q L
L
r
I
]CVCr_
LU
I
LU
l
LL!
LU
U
O
LU
e.l
CJS
W Z
w
�
®
a:
Ln
un
L
0
i
i
U
z
c
-
^ 5
Q L
L
r
}
]CVCr_

\
i
i� ACCESSIBLE\\ '
I
-...\ RAMP 3.1
i
\ Iz
!a
� � CONCRETE ENTRANCE--, �x � z
o
� 011lel
_
� ` v
_-- -
-� TIE INTO EXISTING-
t� SIDEWALK
/ - --�
— --END SIDEWALK IMPROVEMENTS
AT PROPERTY L.NE 1
f /
"MOREHEAD 5'-
UNDERPASS
TUNDERPASS /
31
°OR STR
IMP
ROVEMENTsSEE
CHAPTER 5
.� �. _ -
DECORATIVE
C3 �= / , ' � STONE SEAT WALL
RAILING -
.V=e MOREHEAD OVERLOOIB
JE
I L ,
CONCRETE STEPS
t. C3.8 AT MOREHEAD r
y / CONS ROOTED
F
WETLANDS ON CREEK -
T BENCH_ SEE SHEET 4.5-4.7
, —MEET EXISTING
SIDEWALK TYPICAL E@-/"
T. RAIL SECTION
BIKE RACK 3I TYPICAL 3
ST �\., r ---- ..PEBBLES IN MORTAR
STEE
L T
RASH 7 3.9
�� T-.RA(t SECTION C3.8 _
\ jRECEPTACLE 3.1 --E-=J EL ARBOR V '® �� ® SETTING BED, TYP. G5.6
J - _
O TERRACE
SEE CHAPTER 5FORC
TOP
12' CONCRETE BAND - /� _ �
S N A
\ � - EXPANSION ;O NTS POINT —� \ \ � -
� CNI
\ � - NORTH, SOJTH, EAST, WEST \ ,�� - -- �
SEAT WALL I. i �. �' _
C"
PAVER, ITE
FEMA FLOODWAY 2 8 FOUNTAIN
ENCROACHMENT UNE
GRA v �
-- E C3.8
NIT G39
FOUNTAIN®
C2 PAYING
9
I
ACCESSIBLE I
RAMP
R y: i _ �� -...SCORED "41 6"VERTICAL 8 v •'-�_-_ _
�
DRINKING CONCRETE 1Y�� J DRIVEWAY
AT
�- 9 WAY CUTS SCORED
\ � � ! � CURB 3.1 � NEW 4. �
MATCH EXISTING CONCRETE, TYP. ____
' - UNTAIN TYP
FO
--_"2 .
8ENCH,TYK DRIVE
P _
- --
— Cor`MUNFry 1
E, SCR
\ -- D FRINGE LINE WOODEN
FEMA FLOO� ��
\ LL2 J
bEN'�iNE
\ � \ C3.9 SUNDIAL \ I
FUTURE CONDI f1ON$' v -
' FLOOD FRINGE LINE SEAT WALL
RAW _ \
% I
a
-------
It
I
I
IO' 0 C 20' 40 F
W
fui
V
z
ui
W
Z
N
U0
Q W Q
Ln r
Z) LLi Dz
C
LLJ ® ; Z
z
��
a-
z
LLLJ
J�Ls Ln

_l, STEEL ARBOR
C3.9; SEC ION
6GRANITE CJRB --�
i2"B':FUM!,C-S EXPANSlO_NjOINT, IYP.
SCREENINGS, TIF_—
5" AGCREGATE BASE CO_R5E v
STAB LIZER — \�
°w
--CORTEN STEEL ROC � __ O COQ
— SOREENI',GS, - .
/4' RAJ Us _r
GRAN TE R3
CON RE-E.-OC-1.NG
f —6"
^S
,',P_ -H � E,
i WOGDEN SUNDIAL
1\C3.99T ENATION
am
TOPIARY `,AN_
COR- ,.-cNSTc@_ ROD
PLAN' TIE$
f -.-„T BED EDGE
2 M'..\,MU S:�REDDFDMJLCI-
'LAN-ING MIX .AS 5 ECRED
i jr
TAMP So B M X JNDER EACH'
n, PEANI
SCALE:
FOOTING AND P'_ANTING DETAIl_
PLAN VIEW
A
— _- BRAS MEDALLION OVER SR l;-
BIT MINOUS EXPANSICN JOINT
--.-RAN E AN BRASS OP.AI,�-
/� PEBBLcs IN ds MCRT AR jC:N S AND SF__ NG
i - -CONCRETE BASE 3660 PS' 9 28 DP."S 0
i A,
- 3 RL, E S O J N u•�. Sn II , _ 3
-ERI
SEE °i, -',N
i - G
�V v A; A ON 4 G TJ
\,' �/ B. CO: QAC E7 . _ _ `5 r _s
98% COMPACTED SUBGRADE
SECTION — CONCRETE 360Ps'. 2,28 DAYS r�
WA. ER PIPs
ROUGH CUT GRANITE '✓ _ 6r -
a \ FOUNTAIN PAVING
SCALA 3/4"= '-T C3.9 PLAN
OUTER WOOD
STRUCTURE N. f.S.
SCALE: 3/3'=l
D TG
O� R P'OCD ..URE.
( JRh NG V P _-
_-
MECHANISMV -
PLAN
a s 6ELOV, PNIS-iED C ADE
TURNING MECHANISM
ENLARGE"IIENT
MA COLOR SUP'ORT ARP1
VVl WOOD
t
(GI `,UPPCR' ARU
-W JZ C
N7EROP. SIDE','/, t.
--I/8 STA.NLESSS- :E_F,.
/ SECTION
EAK MOOD
M) SJ•"CR-AR S� C,\\_ _ .I.f
3 TEA BOARD /H
!d TERPROO E A'ND .:.l / B., E
Se EDSEE O� R.VGC7 �,k YVOOD EK
-ER!OR
5 JCfI%RC DI __'_THIS °� F I. ;�I ENT
_—_-- N:�RGI h_
SCALE: NTS
- FIBERGLASS CAP
--STAdNLFSS S EEL EDGE
-1 /B" STA NLESS STEEL PLATc
WOOD SJRPORT
S AINLESS STEEL SCREW
(4) PIPE SLPPORT WJ..JED
TO,= STAINLESS STEE- STRIP
� N CM
N N I C NAtiD J4 G E ANI
MIDD_E E S ''TON DE -.Ai -
FIBERGLASS
Ai -FIBERGLASS CAP
— PNLARGGEMENT .
SCALE: 3"= ! '-C'
—SCRFEN, Nc,S
GRAM'. _ CURB
__ 3/-' _1,1 MCr:R_ :T. EL PGD
B' R,4DIJS
- I"OF l R J Cr' C-
4
-Y�
1' 6V 5'O JE. -NE-,
n V A'V JZ Al 1 S.
SP.
-ACE S,ZtS VARY aC' VvcEN 12'X`2',
'b X--
"i 6_ 2 X'8`
ER SCJ.ARE STONES 70 =1L Rd GAPS
s�STOrvEWALL i SEA TWALL CONNECT C)N
`\T) ELEGATIOIV SCAI_ _r 3/4'-1 o°
PLANT NC SOL MIX AS
S^_OFlJ
REINFORCE_- CONCRETE
=000Nc
Iz°NdN A�G�ATB
u RA
4 STONE VE
--- ALC MZE ASO JR" T ES,'YR
_--- OR,AR J
A_E',:ES aF _,5 SI LE P?,N
6 STONE VENEER WALE_
C3 9 � SEC- 'ON
CAI F 1/2'= _o,:
o` -f
pRECAE A__. - �_-I-_ - -__'�.
SEE PLAN FOR LOCA_ON / A E - l
SAND
BEAST
PLANTINGMIXAS -EC: -D -- -
. I
/
u
(`
'' r
EMU
L
r
V�.�� /viA i��A<rAA/
F ^.' - :rr C
�lpL
7� SEATVVAI -- -- --I
�\C� SECTION
\SNP'
III
Q
I �
z
W Q
W
ol� Z
l
z
u o z
_
Q LU
cn �
LU Z
O
T„
LU ®
`l
I
F- `Z U
4.
-.Ff\r
✓
-A ESS
I
i I
,',P_ -H � E,
i WOGDEN SUNDIAL
1\C3.99T ENATION
am
TOPIARY `,AN_
COR- ,.-cNSTc@_ ROD
PLAN' TIE$
f -.-„T BED EDGE
2 M'..\,MU S:�REDDFDMJLCI-
'LAN-ING MIX .AS 5 ECRED
i jr
TAMP So B M X JNDER EACH'
n, PEANI
SCALE:
FOOTING AND P'_ANTING DETAIl_
PLAN VIEW
A
— _- BRAS MEDALLION OVER SR l;-
BIT MINOUS EXPANSICN JOINT
--.-RAN E AN BRASS OP.AI,�-
/� PEBBLcs IN ds MCRT AR jC:N S AND SF__ NG
i - -CONCRETE BASE 3660 PS' 9 28 DP."S 0
i A,
- 3 RL, E S O J N u•�. Sn II , _ 3
-ERI
SEE °i, -',N
i - G
�V v A; A ON 4 G TJ
\,' �/ B. CO: QAC E7 . _ _ `5 r _s
98% COMPACTED SUBGRADE
SECTION — CONCRETE 360Ps'. 2,28 DAYS r�
WA. ER PIPs
ROUGH CUT GRANITE '✓ _ 6r -
a \ FOUNTAIN PAVING
SCALA 3/4"= '-T C3.9 PLAN
OUTER WOOD
STRUCTURE N. f.S.
SCALE: 3/3'=l
D TG
O� R P'OCD ..URE.
( JRh NG V P _-
_-
MECHANISMV -
PLAN
a s 6ELOV, PNIS-iED C ADE
TURNING MECHANISM
ENLARGE"IIENT
MA COLOR SUP'ORT ARP1
VVl WOOD
t
(GI `,UPPCR' ARU
-W JZ C
N7EROP. SIDE','/, t.
--I/8 STA.NLESSS- :E_F,.
/ SECTION
EAK MOOD
M) SJ•"CR-AR S� C,\\_ _ .I.f
3 TEA BOARD /H
!d TERPROO E A'ND .:.l / B., E
Se EDSEE O� R.VGC7 �,k YVOOD EK
-ER!OR
5 JCfI%RC DI __'_THIS °� F I. ;�I ENT
_—_-- N:�RGI h_
SCALE: NTS
- FIBERGLASS CAP
--STAdNLFSS S EEL EDGE
-1 /B" STA NLESS STEEL PLATc
WOOD SJRPORT
S AINLESS STEEL SCREW
(4) PIPE SLPPORT WJ..JED
TO,= STAINLESS STEE- STRIP
� N CM
N N I C NAtiD J4 G E ANI
MIDD_E E S ''TON DE -.Ai -
FIBERGLASS
Ai -FIBERGLASS CAP
— PNLARGGEMENT .
SCALE: 3"= ! '-C'
—SCRFEN, Nc,S
GRAM'. _ CURB
__ 3/-' _1,1 MCr:R_ :T. EL PGD
B' R,4DIJS
- I"OF l R J Cr' C-
4
-Y�
1' 6V 5'O JE. -NE-,
n V A'V JZ Al 1 S.
SP.
-ACE S,ZtS VARY aC' VvcEN 12'X`2',
'b X--
"i 6_ 2 X'8`
ER SCJ.ARE STONES 70 =1L Rd GAPS
s�STOrvEWALL i SEA TWALL CONNECT C)N
`\T) ELEGATIOIV SCAI_ _r 3/4'-1 o°
PLANT NC SOL MIX AS
S^_OFlJ
REINFORCE_- CONCRETE
=000Nc
Iz°NdN A�G�ATB
u RA
4 STONE VE
--- ALC MZE ASO JR" T ES,'YR
_--- OR,AR J
A_E',:ES aF _,5 SI LE P?,N
6 STONE VENEER WALE_
C3 9 � SEC- 'ON
CAI F 1/2'= _o,:
o` -f
pRECAE A__. - �_-I-_ - -__'�.
SEE PLAN FOR LOCA_ON / A E - l
SAND
BEAST
PLANTINGMIXAS -EC: -D -- -
. I
/
u
(`
'' r
EMU
L
r
V�.�� /viA i��A<rAA/
F ^.' - :rr C
�lpL
7� SEATVVAI -- -- --I
�\C� SECTION
\SNP'
III
Q
I �
z
W Q
W
ol� Z
z
u o z
_
Q LU
cn �
LU Z
O
LU ®
`l
V z
F- `Z U
W
>} c�pvi
i < } rM
O_rVO�a

t
—ADD C RFA,, --E
R A:
SECTIO',l
s
3v' NAk
SCALE: 3/4'- 1' 0"
ZAW T" 6 KINIF-IRCED CONCPE7, SPAN
v-0 -IES __,_ _ 2. B', UMINv o X,,°HNS j., P,
_ _ - K DNuOR EDC NCR -T. -
�< BRIDGE SECTION
-._- . ABI "N 'ASK- =OJVDATIOV
S9%ED SUBGPADE
-!T �, M—OREHEAD STREET UNDERPASS
\(' 4 i ()l' SECTION
PLAN, ELEVAT OIV
A
PEDESTRIAN—
SJri FLEVA FO"N
213 of STONE
%-GROUT IN PLACE
I I i
ADJACENT PAVING
,. E- SITE PAN
� I
OF STOW-
Cc 3
AGCRECATE
5 BOULDERS SET
CONCRETE
I N .
_
C3, ELEVATION SCALE' I`= -0"
o' F,EIidFORCEL; CO\CRE'_
SL 'E
u, ,P ON 3ASKEFOU%DATION
,-
i
--r----9896CO FA(7cU SUBCR4DE
TRAIL SECTION
SCAB E I/2'=1'-0"
I
1 i �
VIII ,,I
I _
-- _
i I
E .�
E
e
I I
ELEVATION- - — — SCA_E 1,2 ,
-�` C 6,74-1'
7,'I 6,
HE
SCALE: b'A.:S
BCA3DWALh Bt -ZINC
- 3' CAPSTOV
-INNSSEE F L J SOVEifFR
NR KED. C - -
`rACE. S: A- EF -,'V' E", I1"X 17,
X 6 X B
,
\ --_-_ - =N' T:WT-
RISER
T .
..,_� GIB' R OP?'C IGH..._
i

-IBERReNFORCE�
CSN TH''::Kti ESS.
"IA4 :^cu AX \\
\ - _
XiS
EXIST F.O.C.
A KC R CC,vTC-'
S -> F RAMP T,',
EC
-- EXIS'-. PC P
A Cl, EX STINC CLRB&
i ER PROLE
X A qO. „ T - TRJNCA ED D --'E PAVERS SET ON MORTAR.
BOT'n S DES BED .;DN c TO BF SWEP WI F A CRF—N , E
PINES. I,N57.,_L OiNLS' WH'ERL INOI E_/ ON'
P'•' -INS.
ACCESS! B'LE RAMP WITH B=LARED SIDES
CMP&R STD, IG,26,aP
ACCESSIBLE RAMP
PLAN, SEC ION
BENCH
PLAN, SECTIOi J
R oTP:NDiNG OR SURFACE MOU\'T OPTIO\S.
OR EOSION Y SSTA T A J HCR NG ARD HARE SUPPI ED B"
C i PS 35_1
OL W ITti COv 1 ERBOR PROV,D_D FOR
OCK HEADCAR SCREWS
T EA..a-,te FFR VIDL� BY DUKE POWER Fl?,ISH
A
\'
0
z
LLI
- CO`:CRE-E FOOTING 3Y O"HER5
a"
vA j T
-^u
V
z
Y V
y
— 3600 'S CONCRETE A 28 DAYS
'I. A ,D BACK
COf PAGED
98',4 COMPA(_-ED SUBCRADE
BENCH
PLAN, SECTIOi J
R oTP:NDiNG OR SURFACE MOU\'T OPTIO\S.
OR EOSION Y SSTA T A J HCR NG ARD HARE SUPPI ED B"
C i PS 35_1
OL W ITti COv 1 ERBOR PROV,D_D FOR
OCK HEADCAR SCREWS
SCA -L: 3!4"=1 '-O'
JM BROOE'"IN uf+„PERPE\DiCU'IAn T) ;.A4'>_
R G v LO'E/-i^ RECESS
B C J.`7PC An SEA.' /�/AERPnC�. .EALAN-
- - -- �o f :_CNCR E of 28
OLED l0'.,'N 5 PER 'AV AND'LA`O
S TO BEI i5 :,X I DEt' wM/ATF� R LF SEALANT
T' �r
v
TI
S
I: A,G6.REOATE BASE COUR OMPA, `ED
92'o CC=`PACT FD SL'3GRADE
HEAVY DUTY CONCRETE
SECTION
O ES:
Lr. O.. PLAN -OR. JN, ROL JO lYT A '._=XPANS,C'N
S ,c
\ 4E”
S -A -L. BE 350. rd_
28 DA S
AT�RPROOI` SEALANT TO MATC:, CON,"R LO:OR
SCALE 3'4"='I'-0-
- ___.-----.-__- _---- '...EDI„M3ROOM HN.S,T, P_RPE\DICGLARTOTRAVE_.
---T IM'NOJS EXPANS N ION T (nom., . 4:: SFACAG
AND AT VERT CAI vNAL:S AL OW 1,2e KnS_
OW TOP CF S:A3 O SEA'_ wNv'AT SRP O T SEALANT
o S' CIN 3E"`E A 2B DA" S
,Kc O\1
7 O,I
„N >TO B_/9,�X -IR D E'v.!VJA AP.��; ScALA PJT
E BASE COURSE CCJMPACFED
D S-BGFW DE
OTEfr
U. S'A!
N RETE HALL 3E 36.;Cps: "3' 28 CA"S
P4 ERPROOr SEALANT TO h1ATCl-
`� SCORED CONCR.F_ i E
F-- — --- —---- — - — - �_
\C3.1 1 SECTION SCA! 7 1-1"-
m
TRUNCATED DOME PAVERS-,Oi',TS TO BE SWEPT
W ',-I rrtANITE FINES I/ 14' MORTAR BED
T M CA
CONCRE E P;CCE55191.T RAP- 51 -CPE 'NGT TC7 EXCEED -- , - i / A>F''-IPL P'7 GNA�E ERB.. RD EXRAI'NSION
12:1 i ,' JO NT FUI L HC O- CURB/ UT`ER. 5 EE
SPFCIFCATIONS=OR,OINT SEA -ANT
TAI R CURB 10 ^'EET RAMP SURFACE
12
4,
— ASPHAL PAVING
-
6" CO M
PACTED ABC
SUEGRADC <:C',PACTED TO 93% STANDARD BENEATH-ROPOSED
PROCTOR. ASPHALT -AVING
ACCESSIBLE RAMP CROSS SECTION_
C&RSTT` 1026 cP
T EA..a-,te FFR VIDL� BY DUKE POWER Fl?,ISH
A
\'
0
z
LLI
- CO`:CRE-E FOOTING 3Y O"HER5
a"
vA j T
-^u
V
z
Y V
— 3600 'S CONCRETE A 28 DAYS
_-4"Ac R _ EBAS_CC_RSK
COf PAGED
98',4 COMPA(_-ED SUBCRADE
SCA -L: 3!4"=1 '-O'
JM BROOE'"IN uf+„PERPE\DiCU'IAn T) ;.A4'>_
R G v LO'E/-i^ RECESS
B C J.`7PC An SEA.' /�/AERPnC�. .EALAN-
- - -- �o f :_CNCR E of 28
OLED l0'.,'N 5 PER 'AV AND'LA`O
S TO BEI i5 :,X I DEt' wM/ATF� R LF SEALANT
T' �r
v
TI
S
I: A,G6.REOATE BASE COUR OMPA, `ED
92'o CC=`PACT FD SL'3GRADE
HEAVY DUTY CONCRETE
SECTION
O ES:
Lr. O.. PLAN -OR. JN, ROL JO lYT A '._=XPANS,C'N
S ,c
\ 4E”
S -A -L. BE 350. rd_
28 DA S
AT�RPROOI` SEALANT TO MATC:, CON,"R LO:OR
SCALE 3'4"='I'-0-
- ___.-----.-__- _---- '...EDI„M3ROOM HN.S,T, P_RPE\DICGLARTOTRAVE_.
---T IM'NOJS EXPANS N ION T (nom., . 4:: SFACAG
AND AT VERT CAI vNAL:S AL OW 1,2e KnS_
OW TOP CF S:A3 O SEA'_ wNv'AT SRP O T SEALANT
o S' CIN 3E"`E A 2B DA" S
,Kc O\1
7 O,I
„N >TO B_/9,�X -IR D E'v.!VJA AP.��; ScALA PJT
E BASE COURSE CCJMPACFED
D S-BGFW DE
OTEfr
U. S'A!
N RETE HALL 3E 36.;Cps: "3' 28 CA"S
P4 ERPROOr SEALANT TO h1ATCl-
`� SCORED CONCR.F_ i E
F-- — --- —---- — - — - �_
\C3.1 1 SECTION SCA! 7 1-1"-
m
TRUNCATED DOME PAVERS-,Oi',TS TO BE SWEPT
W ',-I rrtANITE FINES I/ 14' MORTAR BED
T M CA
CONCRE E P;CCE55191.T RAP- 51 -CPE 'NGT TC7 EXCEED -- , - i / A>F''-IPL P'7 GNA�E ERB.. RD EXRAI'NSION
12:1 i ,' JO NT FUI L HC O- CURB/ UT`ER. 5 EE
SPFCIFCATIONS=OR,OINT SEA -ANT
TAI R CURB 10 ^'EET RAMP SURFACE
12
4,
— ASPHAL PAVING
-
6" CO M
PACTED ABC
SUEGRADC <:C',PACTED TO 93% STANDARD BENEATH-ROPOSED
PROCTOR. ASPHALT -AVING
ACCESSIBLE RAMP CROSS SECTION_
C&RSTT` 1026 cP
z'e
GROUND LEVEE
:--OOP: SCI-E;J P C llFE,: s :.' RAC" -RON7 liFW PICK SIDE VIEW
OD)
0.154
"N/AL_T-iICKNESS
DO`P. I : < X6,
FIN'IS'T HO. ,'D F'E ALVAN Z.°.J.
POWCEPC A] 0kBKUSEID
STAINLESS S EEL
_6 HORSESHOE BIKE RACK
C�I I SECTION SCALE: 34'='''-C"
I � I
J � 3
Ir I
Ir I
11 �.
2-9z II
I
SECTION
--� �- TRASH RECEPTACLE TOP
I a \ SCA__ NTS
J
PIAN
STEEL TRASH RECEPTACLE
3, 1/, 1 SECTION PLAN SCALE:"=1'-0"
x9 X-
,_
O. LRT_ PV.RS
'MI L ",A, ED, DOME TEXTJRE
\O
D F F P4 L0. 0.'7PP -R,TYPE s IN A NRN
_ HCA" FBI✓
ETKC- B .. N V N ') O S7 _ BE NFD ON A SQ ARE G ID IN
PRL -Dill `I:C RP _ TO'ERMT W-iEELSTO RO__
K_NtENOMES
SEE PRC,ECT MANU _ FOR .,T_R> FC FI:,AT O'`S
TRUNCATED DOMES
---
—F&RSYD 1026d=
NOT=S
.. COMA,_. -,]N C r TS S -AL BE 'PAC= A .. OC' V"EP :ALS !DINT SPrACNG MA"' BE AL-EneD 3" 1�t,GYLER
TO PR \ LNCC'S ifOLLE is
._ON ON o.\ MAY BE \5 E`. 5 F 5. -�, TF. :P. O
'. rMED BY OT -R RCN:C t,e ,,:,3
N F ,OINTSA -NG f 7 D3 - I\I EPT- I!2'SHA EO"A.NEL
3 ALLE\-C)N]Qr\TSSHA,1
1E A ^. A JA ER _OA RC,. OoJPC S.
OI'N .' . M C .ATO l '..h \ Ay CID"_K.
4. 01 t. OMPR $51 > 'ENC SAL—EF
S. LR BE DE PES -./ \ \
6 FO .,� RADE BEN :4TH `7 > A "PP 100 c Al Tn:1C ° O f01 CEN> 7�
DETAI_".. BELSED ORPRi A
/B" RAD�JS -
3'
RAD
SCALE: NTS
? \ V R 4 V S A _. CV, I/tin
C / = Ci SLAB _
w. N.v.. Eh OO: SLA -417
r COAJCC S10E•VA_: SEE DETAIL THIS SET
s 6" VERTICAL_ CURB
C3. SECTON NO- TO SCALE
9 DRINKING FOUNTAIN
C3.1 1 E_EVATON -- sC 31/e"=1 4-0'
60 CHAIRS (FO! :ABLE OR STACKABLE) STYLE TO B- DETERMINED
25 TABLES ( FOLDABLE OR CHAINABLE) STYLE TO BE DETERMINED
_I� MOVEABLE "FABLES AND CHAIRS
C3. I I / PLJ�N
T EA..a-,te FFR VIDL� BY DUKE POWER Fl?,ISH
MA'C H 60LLARGS COLOR. BACK
0
z
LLI
- CO`:CRE-E FOOTING 3Y O"HER5
vA j T
-^u
V
z
Y V
z N
z
u Q z
Q U a
f n Ln
Ln
v J
>�
KINGS DRIVE LIGHT FIXTURE
V)
J_
C3, I 1 SECTION
SCALE: 3/4"=',' 0"
z'e
GROUND LEVEE
:--OOP: SCI-E;J P C llFE,: s :.' RAC" -RON7 liFW PICK SIDE VIEW
OD)
0.154
"N/AL_T-iICKNESS
DO`P. I : < X6,
FIN'IS'T HO. ,'D F'E ALVAN Z.°.J.
POWCEPC A] 0kBKUSEID
STAINLESS S EEL
_6 HORSESHOE BIKE RACK
C�I I SECTION SCALE: 34'='''-C"
I � I
J � 3
Ir I
Ir I
11 �.
2-9z II
I
SECTION
--� �- TRASH RECEPTACLE TOP
I a \ SCA__ NTS
J
PIAN
STEEL TRASH RECEPTACLE
3, 1/, 1 SECTION PLAN SCALE:"=1'-0"
x9 X-
,_
O. LRT_ PV.RS
'MI L ",A, ED, DOME TEXTJRE
\O
D F F P4 L0. 0.'7PP -R,TYPE s IN A NRN
_ HCA" FBI✓
ETKC- B .. N V N ') O S7 _ BE NFD ON A SQ ARE G ID IN
PRL -Dill `I:C RP _ TO'ERMT W-iEELSTO RO__
K_NtENOMES
SEE PRC,ECT MANU _ FOR .,T_R> FC FI:,AT O'`S
TRUNCATED DOMES
---
—F&RSYD 1026d=
NOT=S
.. COMA,_. -,]N C r TS S -AL BE 'PAC= A .. OC' V"EP :ALS !DINT SPrACNG MA"' BE AL-EneD 3" 1�t,GYLER
TO PR \ LNCC'S ifOLLE is
._ON ON o.\ MAY BE \5 E`. 5 F 5. -�, TF. :P. O
'. rMED BY OT -R RCN:C t,e ,,:,3
N F ,OINTSA -NG f 7 D3 - I\I EPT- I!2'SHA EO"A.NEL
3 ALLE\-C)N]Qr\TSSHA,1
1E A ^. A JA ER _OA RC,. OoJPC S.
OI'N .' . M C .ATO l '..h \ Ay CID"_K.
4. 01 t. OMPR $51 > 'ENC SAL—EF
S. LR BE DE PES -./ \ \
6 FO .,� RADE BEN :4TH `7 > A "PP 100 c Al Tn:1C ° O f01 CEN> 7�
DETAI_".. BELSED ORPRi A
/B" RAD�JS -
3'
RAD
SCALE: NTS
? \ V R 4 V S A _. CV, I/tin
C / = Ci SLAB _
w. N.v.. Eh OO: SLA -417
r COAJCC S10E•VA_: SEE DETAIL THIS SET
s 6" VERTICAL_ CURB
C3. SECTON NO- TO SCALE
9 DRINKING FOUNTAIN
C3.1 1 E_EVATON -- sC 31/e"=1 4-0'
60 CHAIRS (FO! :ABLE OR STACKABLE) STYLE TO B- DETERMINED
25 TABLES ( FOLDABLE OR CHAINABLE) STYLE TO BE DETERMINED
_I� MOVEABLE "FABLES AND CHAIRS
C3. I I / PLJ�N
z
LLI
-^u
V
z
Y V
z N
z
u Q z
Q U a
f n Ln
Ln
v J
>�
U
V)
J_
z
Q
�V)
V
Lu
Lu
zY
W
U
I S
Lf)

m
o n
V o
a 1 E
n
n > 3
RX
y [
s
KENILWORTH AVENUE
" o
a
CUe
__ _ I �.
e H Z
Flo
/ I LJJ
i� w
z
o
LL1 Q
LLJ
Zz
U Q z z
Cieu IL
�
LU
Ln Z
Ln z
z o
Uw
�0
LLJ p U
CoJ
v z d
>
I' z
0
— y
- O
sm< o
K Y it
<w a'
it
�3 y

Gy

----- ----------
P� \C. 2C 40'
Z
LLJ
LiJz
0
LU I <
LU
ae
U0 z
<
U
Lu
Ln
Lu Z z
u CL
Lu 0,0 0
(.9 Z z
Z
z11
0

iz
W
W
z
o
LU u
W�,/
LL
Z
V ( ] O
Z
Q W
(� V) r
�j

r =
j� KENILWORTH AVENUF
OODWAY—_�-
- / /// - ENG0.�A"Gj-U+tENT 11NE�—�—
O
7
i�
Z
Q0\0-
�� ,
' God
j /
Qj-- - — — —
Oy "A5.
,.f �� �•� `h � / r/, aa4 �p aye.
r ,
o/ - r
'ice- �------ ,
® �02�
o o'10 z0. o
�U=
W
LU
z
�L
L
W s
Z
V
Oz
cll�w
V
>> g
W d C7
-� cn 2� z_
F—l7Z o
�-- z J
JAW �
z
x
� c
u5 s. U

- -.,
_ 2 WATER
MHS
r �
MH -6
- _ \
NOTE:
REFER TO CHAPTER, 7 FOR UTILITY AND STORM%:VATER
PLANS. REFER TO SHEET CS.7 FOR WET LAND DETAILS AND
'Y?ICAL SECTION.
CONSTRUCTED WATER QUALITY WETLAND #1
NOTE:
REFER. TO CHAPTER 7 FOR UTILITY AND S T ORMWATER
PLANS. REFER TO SHEET C4.7 FOR WETLAND DETAILS AND
TYPICAL SECTION.
CONSTRUCTED WATER QUALITY WETLAND #2
GIOS�
i ® T
10, 0' 10 10' 40'--
Cm
Z
W
W
U z
O
W
W
W
Z�
U09
�U��
t�
V)212
�-
b0
C
W Q
c;J QD
Z C
1— u
U
s
oC Ln
y^»v^
V

r
69 36 36 46 36 32 PAVI --
JUEF 51HIBM 1 IUEF HIBM JUEF HIBM 40
PP.VI J� UEF -
r,
MICROPOOL
µ
SCVA
`u
`T
4422 25 28 23 JUEF
HIBM POCO - SCVA -PAVI NYOD P CO HIBM MH -355
TOP Or TtP.RF_E (SFE CHAPTER 5 FOR CONTINUATION
K�
1 _ I
7
— -
-
La
-
v
20 51
28
I % r
AGAL _-I
II1 'rIHCO Ir 33 I
4�AVI 31 PAVI ,AGA'L 219 IGO 75 4.
AGAL AAPAVI AGL HICHICO
- 206
135 P
AV
I
PAVI
-
EI
r i HICO /
-
I rl�1ti0
c
- �'••- c r,c .2 c, c ���, _` ..� -,�-',r<:' .;,< �.- ,... .. �, c,c .. ,., .,, .... A <�, cc c; c < - _z" .G,>a, / '`..
1 \
.rCnOP.OL "'I'I - FOREBAY-
'C?'
as 2�
v_ ._< . 44 ACC 26 6 48 37 n 60 ., 36 HICO 152 `
ACC.
r
3,. 2� POCO 51 48 �.__— 23 SCVA ACCA �.24_ �� �� HvV-12
a A s 21 _ _
--- AGAL — CO AVI ACCA ACAL 7 30 �, 33 7�
i. AGAL HICO POCO A HICO W, C-0 �— PAVI 2� \ f /n
HICO AGAL ACCA III '
\\ �\ hi"O AGAL I PAVI AGAL MH -11
\ F R ._ TOP OF TERRACE (SEC CHAPTER 5 FOR CONTINUATION)
G O 'RrLACE (SE_ CHAPTER 5 FOR CONTNUATION)
— — — .— — — — — — — — � -
- — — — — — — - _
ZA
--, --- — — --- _.— --- -- j _ 1
T
r
-
- —
1, ,, y
-
ra r=rsr
r`
it
« 0
z
LU
Lu
'Corry an
..antiq
lanb.n-Szc Cam,�en�
-
1
-
Red -;p
ra -,'CC
W
W U
LL z K
CoM-o lush
�5>
ra "
W
V N
c
N
T
C
F f
RAF C 5
Wog
.a C—
m
t- z U
5Nu'Yp ❑ 1
`la—
<,•L'Z
�'V�".�
_r[_Var2
ComTJfl �varre
'_'n':J
Iaril'1: CiZE C^-fl2'li5
S'.­: g
27
a OC
2:
Oa-., CJ C.
rcf -
P; '. re d
uc
Ga - 0 C _
5 __
co ste B nsh
Q.
Ga - CC.
CONSTRICTED WATER QUALITY WETLAND #2
AWN,
%^° IF.x- 3
l'
M1
�1
10 0' u 20' 40' 'L _
�Z
r`
it
« 0
z
LU
Lu
L�L/L
I`
6d
1
W
W U
LL z K
U®o
Z
W
V N
c
N
D;

i
I \ _
– -
\ – _
— -- --
—� PEDc SRi.AN 4,9
BRIDGE
- - NCH EET E 4.7
� CONSTRUCT D
/
WETLANDS ON CREEKSEE SH a -
FOR STREAM1
1 -------.....--... _
- - IMPROVEMENTS SEE
i -
? �� OWERPIsVZA
TREE GRATE AND PLAZA HARDSCAPE 49 _ C37. PAVING
_ CHAPTER 5 -. � I
. . . . . . . . . . . . . . . . . . . TREE PIT, TYP. C3.8 \ e I
. . . . . . . . - - - \ \\ SCREENINGS W/ r51_ __/ S -BCUI^ERS SET
-� CENTRAL PLAZA /..: / 3 I��
CONCRETE EDGE RESTRAINT: TYP. C3.8 - 3" ...O .CRETE. 7Y
C—�
GRANITE
\\� \\ CENTRAL PLAZA C3.7 \ {,. i!v SODER �LACEMEt�
3.8 P, - . - j _ ` WALL ACDNRAI�LIL %AZAP. C� ,\ \ RAD IAL CONC.. STEPS \ `\ S-\�-, �-�,- �� y/% �...� TYP.
ALL AND RAILING. TYP. INFORMAL
7STONE STAIRS 1
4�"R=�SEfiH�,r�SF.q
� A \
IBENCH, TYP. "2
STONE
Y .
i
.... �x �.STONE VENEER
8 OULDER" �WALL, TYP
SET IN CONCRETE. YFL3.4 . C6
' ® _ /
BOLLARD.r,=OREosc
CONCRETE, TYP. jCRE=NLVGS-V.
I—
_ ®®
y
CONCRETE EDGE RESTRAINT. T!'fl
s.
-
FLOOD AY - �.-.__ _- -_
I _ –_ –
i
ENCROACHMENT LINES
6VERTICAL NEW CURE AT � �� STEEL TRASH 7
- y
CURB. TYP DRIVEWAY CUTS- FUTURE / `'" r--__ - RECEPTACLE, TYP. 3.1-
1 CURE LOCATION--
MATCH EXISTING -�� ��-� _ -
HORSESHOE
-_
TYP/ DRINKING RACK
FOUNTAIN. TYP. ..
' - ___ e ��._------ / • k,.. O �v i � ��,:5' � � 'TON VENEER
A' L, TYP.
C3. \
Bc BALL
_ � R
i
- _
_ –
i --- POOL COPING �s
COMMUNITY ENCROACHMENT UNE — C
T �
NNALL V TIP
rC�6 C'� KT
- --_ —
NPWA L / SEAT V`�ALL
n I
FAT WALL, ''YP. I
I� \ FEMA FLOOD FRINGE LINE �� A
\ \ \ Z,O
WT URECONDITIONS-
U
_ FLOOD FRINGE LINE \ 7:�
a I s
o i U
\ IN
0\ ��
Z \
z 1 0
T
I S\
wv10' 0' 1,,' 0' 2U 40'
uj
Lu
U Z
LL F
LL!
N
Lu
c/y
11.1 Q
V)
Z

15X OF TOTAL
SURFACE AREA
(FOREBA Y)
STORM
DRAINAGE
PIPE
�i
RIP -RAP APROA1
(GRADE FLAT)
70.1 OF TOTAL
SURFACE AREA
(MARSH)
35% OF TOTAL 35X OF TOTAL
SURFACE AREA SURFACE AREA
(9" TO 18" DEEP). (0" TO 9" DEEP)
15X OF TOTAL
SURFACE AREA
(MICROPOOL)
2 3
i.
I 7i/ 6EfHL/i OV=RF
I � `J'/EIA ;COAIPALF
/ �..TO%B8X STAN
�. A PRGCTOR
REFER TO SHEETS C4.S FOR
1A,ETLAN'DFINE GRADING STORMWATER WETLANDS TYPICAL CROSS-SECTION
N.T.S.
SEEDING SCHEDULE
SFEDSED PREPARATION NOTES
iLRFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRADING BEFORE PREPARING SEEDBED.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
f OPSO( 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL RE 4" TO 6" DEEP. F SOILS ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6" TO S'.
:DOSE ROCKS. ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SI.RFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4. APPLY
ACCORDINGLME ACCORDTO SOIL TE5T RECOMMENDATIONS. SOILS
WITH PH HIGHER THAN 6 .NEED NOT BE LIMED. F PH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
1PPL1 LIMESTONE AND INCORPORATE INTO TOP 4' TO 6" OF SOIL.
APPLY FERTILIZER ACCORDN'G TO SOIL TEST RECOMlJENDATK)NS. F
NOSOL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDINGTO SEEDING SPECIFICATIONS BELOW.
ROLGHEN SEEDBED SURFACE PRIOR TO APPLICATION. GROOVE OR
IURROW SLOPES STEEPER THAN IL
FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BROUGHT TO
HNA L GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOW THE
TEMPORARY SEEDING SPECIFICATIONS BELOW.
'TF_._I.... FI,CATO'NS
_ MFINTENAN^E AREAS
STEEP SLOPES OR STONY, SEALLO1 GR DRY SOILS
ELLE TYPE RETE
ALG_ 2_ -SEPT 1S TALL FESCUE B/AGILE
2 SERICEA IESPEDEZA 30 LB/ACRE
K09E _ESPEDEZA 10 '_B/ACRE
CEN -LE SLOPES, AVERAGE SOILS
'YP- RATE
U`
- SEP'. IS TALL FESCUE BOL8/­REFug. I[ - MAR. 21 KERICEA LEI'EDEZA 20 !B/ACRE
DBE LESPEDEZA 10 Ld/A.CRF.
_I MAINTENANCE AREAS
G_4'LE SL.IES, SOILS WITH AV=RAGE OR BETTER MOISTURE, COOL SITES
LILA ' PE 'ATE
L __ SEP'. 15 BLE40 OF TWO --LRF TYPE 200 250 _ /-E
TALL RESCUES (BOXY AMC
TWO OR MORE KENTLCK"
ELUEGRA55 VARIETES (TOY..
.,[NILE SLOPES, DRIER SOILS, PHYS ICA'_ LIPITA'ICNS
ATE_
ALG. SEP- 15 BLENE OF 50% KY -31 T 2C0
FESCUE ANO 50Y. -TURF
CF TWO OR MORE -UPF TYoE
TAI_ RESCUES
CRASS -LINED CHANNELS, AVERAGE SOILS
CAT_< YPE PAT:
CCT. TALL RESCUE <00 1/4CF_ CR
""IS
-LIED CHANNELS. ORY SOILS - - 5 LB/ICDO OF
CATS'
RATE
E .0COMMON BERMUDA GRASS 4C OI.", -_R 04
Le.!J SR
D E 5 5 L BE 2, FE THE RATE OF 40DO 'B/ACRE OF RGINI
L' P EETON 'D 1000 LB/ACRE CF 1-10-1C FIRTL-pl!ZER.
CI_ R S - L.EC C A MELS SHALE USE 3000 LB/ACRE OF GROv'NC
ACF"JF L LIMESTONE SDO LB/ACRE OF 10 1C D FER.'LIZER.
C -H LL BE PLIED TN
RNTRA?E 0.1400C _B/ACRE CF S'RAN.
E ANCHO EC B .DICK LNG WITH ASPHALT. NETTING OR INU-C'I
R NG OO_. .DTE OR EXCELSIOR MATTING SHALL BE USED IAN CRASS
a yI ECG C-ANNELE TO CALCULATED HIGH WATER DEPTH.
- CNS c
-=
TYPE RATE AMENJMEN'S
RYE (GRAIN) 12C LB/ACRE - - - -
-L5. .5 ry UAL LESPEDEZA 50 LB/ACRE AGRICULTURAL -[ME-
CR LOBE STONE
F O JSG LB/
ACNE C
FERTIDZEP
ILII E G _TIPS _PATE. AP,EN'CMEN-
N AUG. 15 GERMAN MILLET 40 LE/ACRE
AGRICJLTL'RA_ U-
1 70141
ISTONE ANC '50 L"
ACRE OFG
-19
FERTI'J2ER
_RATE gMENDMENTS
AUG. - DEC. T. RYE E(GRAI N` 120 LB/ACRE _ -
AGR;CLLTVRAL JANE -
STONE AND 1COC _A"
ACRE OF 1J -1C-I
FERTLIZER
1,1ALL BE APPLE AT :HE RATE OF CO 'LB/ACRE RAW.
F SH B HOR B. T C,KINr WITH ASPHALT NETTING OR M„LCH
JL
B FD 0 D F11 'E ANGLE FOR GRATEDLOPES AND 11 -LE
_n " B[ NO GREATER - THAN -THE ANGLE MCH CAN BE RETAINED EY
VEGETATIVE COVER CR OTHER AGE Q
CRk UATE EROSION CONTROL DEVICE S OR
ETR1;'-TURES. ANY EVENT, SLOPES LEFT E%POSED SHALL WITHIN 1
INC GAYS OF CJMPLE'ION O' ANY PHASE OF GRADING BE FLANTEO OR
CT H FRWiSE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES
_ I'I'CIENT TC RESTRAIN "C"O F.
CHOLINE CCVE.4 - WHENEVER LAND EISTURB!NG ACTIY1Y .e UNDERTAKEN GN
'aP^'OOMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE
':1, OUR ARE IS UNCOVERED A GROUND COVER EL'FFIOENT TO
REST-R%I EROSION MUST BE v - G OR OTHERWISE PROVIDE 'W THIN I
'MING DAYS C- - PO T.BE 0: THE TRACT UPON WEIGH FURTHER
WOR
,, L CO'�STR LY ION AIS NOT EI -ANG UNDERTAKEN, PROVIDED 7HA- ERV
S ER NOT APPLY A !'LEAKED LAND FORMING THE BASIN OF P_ RESERVOIR
.EATER -C DE '.0 UN OATEO.
HARD SURFACE LEVEL SPREADER
TO EXTEND APPROX. I INCH ABOVE GRADE
TO DETER EROSION OF BERM. 6x6
WOLM.4NIZED RAILROAD TIE ANCHORED WITH
4' LONG REBAR SECTIONS ON 6' CENTERS
STABILZE FILL BERM W/ PERMANENT MATTING
5150 PER NORTH AMERICAN GREEN
ESTABLISH GRASS PER SEEDING
SPECIFICATIONS
7"0P OF OVERFLOW WEIR
PROVIDE A 5'x3'x6" RIP -RAP
APRON AT ALL PVC ORIFICE
OUTLETS.
_PERMANENT POOL / ORIFICE INVERT
_TOP OF WEIR
��^ H1CH MARSH
-- --- - _.
OW MARSH
BOTTOM FOREBAY / MICROPOOL
OPERATION AND MAINTENANCE
INSPECTION EVERY MONTH TO NCLLIJE TI'S FOLLONING
7. CHECK AND CLEAR THE ORIFICE CIF A 1' OBSTRUCTIONS.
Z CHECK THE WETLAND SIDE SLOPCS; REMOVE TRASH AID REPAIR ERODED AREAS BEFORE THE NEXT
RAINFALL EVENT
INSPECTION -VERY 3 110NT'HS TO N'CEUD[ THE FOGOW'WC
1. INSPECT THE COLLECTK]IN SYSTEM (IEE CATCH BASINS, PIPING, GRASSED SWALES) FOR
PROPER FUNCTKJNYJG. CIEAIt TRASH FROM BASIN CRAPES AND BASIN
BOTTOMS, AND CHECK PIPING; FUR OBSTR'JCfIONS,
2. CHECK WETLAND MEET PIPES FOR 11NDERCLTTNG, REPLACE RFRAP, AND REPAIR BROKEN PPES.
3. RESEED CRASS SV1 ALES T'✓ IICE r. E,+R AS NECESSARY, REPAIR ERODED AREAS LMMFDIATELY.
INSPECTION EVERY 6 MOM1THS 'O NCiIA;E THE EOU_OWNG
1, CHECK SEDIMEW OtPOSfTION' L P'.H AT VARIOUS POINTS 7N' THiE WETLANDS, F DEPTH 15 6OR
GREATER, SEDWEN T SHALL BE REMOVED AND WETLAND SHALL BE RESTORED TO ORIGINAL DESIGN
DEPTH,
2. OWNER IS RESPO�SIB'LE FOP. PROVIDNC A PLi�.1P TO DRAIN THE POND AND FOREBAYS ROA ROUTINE
MAINTENANCE AND CLEAN (A,7S, IF NEEDED.
3. OWNER IS RESPONSIBLE FOR TREATNC THE POND WITH POLYACRYLAMDE PER MANL'FACT-RER
SPECHCATK)NS AND CONTACT"k-Z THE C7f CONTROL CHARLOTTE EROS:ON COROL OFFICE PRIOR TO
DRAINING THE POND FOR RCITNE MAINTENANCE AND CLANOU-TS.
4. AFTER A RAPFAL_ EVENT INSPECT STORMW'ATER WETLANDS TO ENSURE THAT THE BASH' IS
OPERATING AS DESIGNED.
5. INSPECT WETLA^1 SDE SLOPES AND REMOVE .ANY WOODED VEGETATION.
MAINTENANCE AS REQLAft):
I
. MOW THE SIDE SLOPES ACCORDING TO Tit SEASON. MAtiMLM GRASS HEIGHT WILL BE 6".
Z THE ORIFICE IS DESIGNED TO DRAW DOWN THE POND'ev 4-6 DAYS, IF DRAWDOWN 15 NOT
ACCOMPLISHED N -HAT TWO, 'THE SYSTEM MAS BE CLOGGED, THE SCARCE OF THE CLOGGING
MUST BE FOUND AND ELIMN'.ATED
3. ALL COMPONENTS OF THE STORM'.VATER WETLAND SYSTEM MLST BE KEPT IN GOOD WORKING ORDER,
GENERAL NOTE
I. CITY OF CHARLLI E STOKM WAR SERVICES SHALL BE RI.SPONSIBLE FOR ROUTINE OPERATION .AND
MANE NANCE.
2, CONTRACTOR SH.- EIABL H CRASS ALONG TLE WETL'AN'D BANKS AS SOON AS GRADING OPERATIONS
DICTATE SEE PER (ANENT SEEDMM. N?E, FICATCSS FOR SEEDING SCHEDLIE.
3. CONTRACTOR SHAD COOKIDINAIE WITH THE OWNER AND THE OWNER'S LANDSCAPE ARCHITECT
FOR THE SELECTXW OF PER,SAANcNT IQUA IC PLANTS.
• Z o
C M
U o
LL o
�1
N 1\
�{ Y .
� I
z
ja �. J.
ce
Z
0
j�� 4
a • W
L V
�� Z r"
�✓ oz
goe
` w
WZ
N
Q� U 5
W0�o
V) m v
Z �
w �
t _Z
WETLAND #7
WE?LAND #2 WETLANO
#2 I
(UPPER)
(LOWER)
TOP OF OVERFLOW
WEIR ELEVATION
624.75
625.5 1
I
624,5
PERMANENT POOL /
624.0
624.0
ORIFICE INVERT ELEVATION
1
623:J
-Irl, -----�
E_
ORIFICE DIAMETER.25"
1
i�
' 25"
TOP WEIR
�
I
ELEVATION
623.75
623.75 I
622.75
HIGH MARSH
ELEVATION
623.25
623.75 ;
622.75'
4 -
LOW MARSH
ELEVATION
622.50
622. I
621.SO
BOTTOM FORESAY /
- MI;ROPOOL ELEVATION
627 0
521.G
o- "'L
• Z o
C M
U o
LL o
�1
N 1\
�{ Y .
� I
z
ja �. J.
ce
Z
0
j�� 4
a • W
L V
�� Z r"
�✓ oz
goe
` w
WZ
N
Q� U 5
W0�o
V) m v
Z �
w �
t _Z

LITTLE SUGAR CREEK — KINGS DRIVE
STREAM ENHANCEMENT PLAN
V 77 C 5.2 C 5.3 �\ C 5.4
i-
-_ I KENILWORTH AVENUE �
nova
0000000
K" (:;S0R1V-E
7, 7�
i
75+00 LEGEND
---E— - —i PROPOSED STREAM ALIGNMENT
- - - - • - - - PROPOSED TOP OF TERRACE
-�-- -0 PROPOSED SILT FENCE FOR
STREAM ENHANCEMENT WORK
625 PROPOSED CONTOUR (I' INTERVAL)
X 650 PROPOSED GRADING SPOT ELEVATIONS
PROPOSED CROSS VANE
STRUCTURE
,a
05.15
PROPOSED CONSTRUCTED RIFFLE
C 2
13) (C5�1 5
PROPOSED DOUBLE WING
DEFLECTOR STRUCTURE
3 3
`C5.13 C5.15
100, 0 ! 00' 200
SCALE (FT)
Q
w
LL
Z
0
�7 w g
5LLJ r
LU
W o T
CC Z zQ W
U z
< Q
QVC z
LU Lu
U�z
D>C w
o
V
LLJ ® :0
J V) z
Ln
PROPOSED J -HOOK
o-
w
0
NOTES:
-----
I. TOPOGRAPHY SHOWN IS 2002 DIGITAL
TOPOGRAPHY (2' CONTOURS) FROM
MECKLENBURY COUNTY.
2. REFER TO GREENWAY PLAN SHEETS FOR WORK
EAST OF STREAM.
3. EXISTING CULVERTS TO BE DEMOLISEHD PER
z
DEMO PLAN AND BANKS LAID BACK AT 1:1 SLOPE.
°
STREAM CHANNEL GRADING TO START FROM
-
EXISTING CONDITIONS AND 1:1 SLOPES.
4. PROPOSED GRADING SHOWN AS I' CONTOURS.
PROPOSED GRADING IN STREAM NOT SHOWN
�> J
BELOW TOP OF BANK; REFER TO CROSS-SECTION
SHEETS:
= Q Q

-
—
/ / 4 FEMA FLOODPLAIN
-4� FUTURE FLOODPLAIN
t / 33
�\ 633,45OVn�� � \
le
COMMUNITY ENCROACHMENT _
FLOODWAY \
c
L_
�z
Q O
zv
Q�
zz
:E c
LL
Z
W
Wz
i�l�� U
Q
LlJ
v
V
W
W c
Z Z
U_
Y
ry
Quc z
w} W
�7 v' z w
>>Q z
U.10
m w
I- t 1:
Z w
'a
vj
-Lr)
P,
20' l0' 0' 20' 40
c

GREEN`NOOD CLIFF
i
- - -- =�
a �
Cel ( --- FE-lA FLOODPMP.
m
FUTURE FLOODPLAIN
In -h' COMMUNITY ENCROACH ENT 6�
FLOODVJAv - 6
Ln
OD - FEMA FLOODWAY
+QO 67+50 67+
68
Lu
68+50
5
U 69 0
713-k"00�—
Q
'1 y- 713-k"00INV=627.35 y
INy<623.59 _-_.- INV=624.98 _
INV=626.90 7
0+5� i ----- --- cx
62�
625.5]
So
s= `
/ FUTURE BAXTER
�� \ STREET ,
s'
INSTALL EADWALL AND
V
\ OU LET OTECTION
20' !0' 0 2C' 40
�,
zS �
1 �>
z
• .
Lu
Z
V H
Q
Lil
ryv
U
L
W
z
V L
O �
2z
w
Lu
U cn z U
>5 a
LAO) a,
Lu w
J N z
w
F— Z v
�Y:5w Ln
z
D

Ln
U
Ln
N
�,— 64+00
Lnf—
w
Z.
J 626.5
U '
I— 'INV=6
CUT EXISTING PIPE AT GRAD'c
OF SLOPE AND INSTAL'_ OUTLET
PROTECTION. APPROXIMATELY
^.0 LF OF PIPE REMOVAL.
/Oc-Ipled
d
d �
1
KENILWORTH AVENUE
/ Ly
EMA F ` W ' rL0 D
O AY
ILOTTE MECKLENBURG FLUM
COMMUNITY ENCROACHMENT
FLOODWAY
i
i
�— FEMA FLOODPLAIN
`-
FUTURE FLOODPL:�tJ
e
s
Z�
s�
US
w o
E .eo
@no
l7 ":
10
LL
�z
o�
Q�
_z
,,�io
Ju
w
I
Z
U 3^iku
0?�€p�
a �
o
w En�
�w
3 mp
�ppaYa ,
U?
i0
W
Z co
z
LLJ
Lu
P� v
V
:7-
<
-a
w
v
v
W
LL!
0� Z z
VOY
u N z U
Dj�z
� C 2
W of
w
F- Z Y LLJ
O
0 0l Oto
r
-L
'eQ' :fir 5 4B'�
i
-o�¢ ¢_
d/

Reach 1
Umer Banks/ Bench Shrubs
I Scientific Name
Common Name
I'J„ �F i U_. '
Si7E
_
Callicarpa americana
Beautyberry
q
3
I C/ethra alrofolia 'Hummingbird'
Hummingbird' Summesweet
_ 3' -. i
_3 GA
Ilexglabra
IrkberryHolly
_
GAL
Ilex verticillata
Wlaerberry Holly
-- - 5 -
6 CAL
Itea vigmica 'little Henry'-
Little Henry' Sweetspire
3'
20% __J
"Rosa caroling
Carolina Rose
3
A_
.Symphorocarposorbiculatus
Coralberry
3'
1 G A_
Vaccrmumycorymb�um
Blueberry
TagAlder -- -
n
---Highbush
Xanthorb za simm licissima
---
-. -- `_ - - -..I__-.
3'
7
1 ` �L
Streambank Shrubs
-
-.
R
IF Cornus amomum
Agroshs alba
Redtop
20 %
Elymus virginicus
Virginia Wild Rye
306%
Panicum virgatum -
Switchgrass
-
Schizach num scoparium
Y
Little 8 uestem
_209/6
10%
Panicum clandeshnum
Deer Tongue
-
10%
Tripsa um dactyloides
Gamma Grass
10
NOTES
BR - BAREROOT, SEE DETAIL, C-IAPTER 5
_S - LNESTAKES, SEE DETAIL, CHAPTER 5
618 - SALL AND BURLAP, SEE DETAILS, CHAPTER 8
X GAL - CONTAINER PLAN`S, SEE DETAILS, CHAPTER 8
Reach 2
Live Stakes
Scientific NameCommon
Name
SPAC (FT C,C ;
% SIZE ^'.
Callicarpa americana _
Beautyberry _--
-
3,15%
S
Comus amomum
Silky Dogwood
__
31
30%
Itea:irginica
1 Sweetspire
31
1.5% _
Physocarpus-opunfolrus
Ninebark
31
20% LS
Samoucus canadensis
Elderberry
_ _ 31
20% __J
Streambank Shrubs
Scientific Name
Common Name
S-ACIN IF- 0_,l
%
SIZF
Alnusserrulata
TagAlder -- -
n
15/0
Arora rbutifolia
Choke Cherry
6
20%
-.
R
IF Cornus amomum
Silky Dogwood
- 6'
25/.
_R--
--
Rea virginica
-
Sweetspire
_._...
6
10%
I
rLindera benzoin
Spicebush
- 6' -
109a
BR
Sambucus canadensis
Elderberry
6'
20%
6K J
Agrosr s alba -
Redtop
n%
Bidens frondose
Beggars icks
g r
Coreoosis lanceolata
Coreop-as
10%
Echinacea purpmea
Purple Coneflower
- 5%
Elymus virg ricu
Jirginia Old Rye
15
Eupatonum fis ulo um
Joe-pye Weed -
3 %
Panicum cl ndasr gum
Deer Tongue -
15%.. -
Pani um virgatua
Switchgrass
15%
83+48.cz
I-- 83+00
_L�
10' 1' 10' 20' 40'
s
° z
0
_4
0m
Z
Z
W
LU Z
L9 <g
v z
LU
w z
Uzz
Oa
< z
Q
W
V z U
�7
�;� a
V) _
LUog W
L J
i_ PX
> m
�>o
o Z.5 w
^CS> 07
�ZZY2L�.,
QLLYS`�C�Y

Rea___
Live Stakes
Scientific Name
Common Name
S 'TG 'FT C )
S Z_E
C c
_
Callicarpa americans - --
6 autyberry
4L
,
LS
Cornus amomum
Silky Dogwood
_ -
3
-15%-
30%
�s
Iteav1'rginica
Sweetspire
5 GAL
37
15%
S
Ph socarpus opuli(ouus
Y
Nnebark
Carolina Rose
_
3
_
20/ 11
_ _
-S-
SSambucuscanadensis
Sambucus canadensis
Elderberry
Gk',_
3__
20/
_S
Streambank Shrubs
- --
Xanthorhyza sinnn iassrma
-- - --- _ _
Yellowroot
3'
GAL
Scientific Name
Common Name
SPA ]%G
(rT GC.)
%
SIZE
LAInus serrulate
Ta gAlder ar
6'
i5/
g -1
3
I Aronia arbutifolia
Choke Cherry
---
20% j
- -
B
Cornus amomum
Silky Dogwood
c
25% 1
BR
1lteavirginica
Sweetspire
o
10/
E3R
Cinders benzoin
Spicebush
6
10%
-DR
�Samb auscanadensis
Elderberry
S
20%
BR
Trees
Scientific Name
Common Name
SP ACING(r
C)
% t
SIZE
Betula nigra -
River Birch
_
� 0
-
20%
B R
Fraxinus pennsylvanica
Green Ash
1Y
30%
BR I,
Nyssa sylvatica
Black Gum
C
20%
_
BR
PlaPanus occidentalis
Sycamore
1 G
200/
ER
FQuercus phellos
Willow Oak0
10 %
B+
Herbaceous seed
Scientific Name
Common Name
---_- ---
Agrostisa/ba
--- ---
Redtop
20%
Bidens frondosa
Beggar's ticks -
5%
Coreopsis Ianceoiata
Coreopsis
+,0
Echinacea purpurea
Purple Coneflower
5%
Elymus virgrn/cus
Virginia Wild Rye -- -
- 15% -
Su atanum 5 tofo-sum
uoe PYa Weed
3%
--_
Panrcum clandestin_um
Deer Ton ue -
9
-
15%
Panicum vi atum- -
r9
Switchgrass
9
_
15%
i
Rudbecba h rte
Black-eyed Susan
y
12%
Reach 1
Upper Banks/ Bench Shrubs
[Scientific -Name
Common Name
SrAC NG F
�T
S Z_E
ICaNicarpaamericans
BeautyJerry
4'
4L
- - ---
�C�ethra alm(ohs 'Hummrrgbird'
--- --
Hurnm ngbird' Summarsweet
-
_ - 3'
3
�I/exglabra
Inkbe r,, Holly
3'
3 G?L
Ilex verticdlata
Wmtenjerry Holly
5'
5 GAL
Ilea virgin ca L.tle Henry' -
Little Henry' Sweetspire -
3'
CAL ---i
Rosa caroling
Carolina Rose
3'
GA_
_ __
Symphorecarposorbiculsfus
—._.
Coralberry
_'
- __— 1—
3'
Gk',_
6accinturn corymbosum
Hlghbush Blueberry
5'
3 GAL
- --
Xanthorhyza sinnn iassrma
-- - --- _ _
Yellowroot
3'
GAL
Streambank Shrubs
Scientific Name
Common NameA
N CG C—,.
_ 7E
Aronia arbutifolia
Choke C
4'
GA_
CaOrcarpa americana
Beautoe ry
_ _
- _ Par le: -1 aved Hawthorne --
s e
l
_
GAS
Clsi a'nifolia
Summarsweet
3' '.
3 GA`
�Cornus amomum-
Silky Dogod
_
3'
3
ata
_..
rtewoHoll -._ -..
Bald Cypress _—
CAL ---i
ocarpusopali(c0us
IPhysVburnum dentatum
Nlneb k
3'
h_
Arrowwood Viburnum
- 41'
Lyiburnum nudum Possumhaw Viburnum 5'
Small Trees
LSctentific Name
Common Name
SIZE
ICarpinuscaroliniana
Ironwo.d
10 GAL
Cercisc_anatl rsis
Redbud
5 4L_ /E+9
a - m h Illi
Cr tae us ars a
9
_ _
- _ Par le: -1 aved Hawthorne --
s e
l
_
GAS
Haiesia diptera -
Siverbell
z A�
Hamamens vrginiana
_ _
Witch hazel
5 SAL
liexdecidua --- _
Deciduous Holly _
-
- 5 GAL
1,31E S
BF - a RER(CT, SEE DE'A!i, CHAP'ER 5
LS - L t�AK_S SEC DET-'_. CHAFTER 5
p+p -
DAL- oN0 3uR:_Ao,
SEE DETAILS,Ni ER 8
X GAL C_NTA.NER PLANTS SE_ DETA _S C.'-. -"R 8
Large trees
I Scientific Name
common Name
S.H
Betula r g a_
River Birch
°+:3__:.
Fri enns Ivanica
P Y
_
Green Ash
E+B
Nyssa sylvetica
Black Gum
+3
_
Platanus occidentalis
Sycamore
_
i Quercus michauxii
Swamp Chestnut Oak
5 -R
Quercus nigra
Water Oak
B + B
Taxodium distichum
Bald Cypress _—
B+B
Herbaceous seed
Scientific Name
Common Name_
Agrostis alba -
_
-Redtop - - -
20%
Elymus wrgnicus
- Virginia Wild Rye
30%
Panicum w aturn
r9
- Switchgrass
9
_ _
20
Schizachynum scopanum
Little Bluestem
10
1 Panicum clandestinum
Deer Tongue -
0
Tnpsacum dactyloides
Gamma Gass
0%
H
it Ff"-_- *--``✓ /� �— S
M60M
.0' 0' IO' a0:
I
Z�
or
�a
LLo
Em �
emc
um
z�;
1>
Q
Z
LU
UJI
LL
V
LLL
LU
V
Q
V)
W
J
J
ZQ
Ox
U°
�z
w�
>U
IY 0
0
V) Z
m
U1-11
Z Y
4z
J
CL
U
z
QZ
J
:L
z
W
w
U
z
Q
z
Ll
Q�
Ce
L11
r
t�
� c
ti¢�r mid
o �
r
< U)

I
I GREEN`NOOD CLIFF
I � I
I
�I
(7)Cercis c, addnsis
,i J
/
/
�JO
G,A� QE
/
/
/
/
/ (2)Platanus occidental)
\
Y V -.
3'
3 GAL
Ilex verficillata
Wmterberry Holly
Reach 1
5 GAL
Ph socar us o ulifolius
Y P p
_ _ _
Nlnebark
_ _
3'
Upper Baientific nks/ Bench Shrubs
Viburnum dentatum
_
Arrowwood Viburnum
Physocarpus opulifolius
-
3 GAL I
Common Name=T
C. —
)
— -
sI zE
5A - L
J -J
Callicarpa americana
---
Beautyherry
-
_-_.
-.
Scientific Name
Clethraalnfolia'Hummn bird'
g
Hummingbird' Summersweet
-------
z
-
.5 GAL
��
� /lex glabra
Inkberry Holly
y
J,--
z'•-
„GAL
A�/B-B
---
verticillata
-
Winterbery Holly
-
5
_
GAL
iflex
)tea vrrgimca'Lrttle Henry
_
Little Henry' Swestspira
3`
3 GAL
iHamamelisOrgrniana
Rosa carotene
Carolina Rose
_
3'
_
GI AL
__ _
ISymphorocarposorbiculatus -
_
_Coralberry
_ _ _ _ _ _ _
- 3'
_
GAS_
-�}
� -- -- ---
IIVaCC/n/Um corymbosum
- - --- -_
Highbush Blueberry
--- ----:-
- --
GAL
,I i
'X� anthorhyzas;mmp!icissima
yellowroot _
?'
GA'_
Ciethraalnifolia Summersweet 3' 3 GAL
Cornus amomum
Silky Dogwood
3'
3 GAL
Ilex verficillata
Wmterberry Holly
6'
5 GAL
Ph socar us o ulifolius
Y P p
_ _ _
Nlnebark
_ _
3'
_
i 3 GAL.
Viburnum dentatum
_
Arrowwood Viburnum
/
-
3 GAL I
Viburnum_nudum
Possumhaw Viburnum
—
G' �_
----
5A - L
J -J
Surat! Trees
T.npsacum dactyloides
_
Gamma Grass
/
Scientific Name
_—_
Common Name
SI i
Carpmuscaromiane
Ironwood
10 CAL
i
Cards canaden
Redbud
A�/B-B
- ;narshallii
_
Parsley -leaved Hawthorne
- 1Drataegus
z A�
Halesia dipters
SI verbef
iHamamelisOrgrniana
Witch hazel
..AL
NOTES
S UVES-7 AKES, SEE D .A._,
9+3 - EA_ AND BUR -AP, SEE DETAILS, C-. LR 8
X GA._ - CCNTAINER P._AINT_, SEE :)ETILS, CHAPTER 5
Herbaceous seed
Redtop
20%
Scientific Name
_
Common Name
5%
Agrostisaiba --
Redtop
20%
/
Virginia Wild Rye
30%
Panicum virgatum
Switchgrass
/
Sch¢achyrium sc whim
L the B uestem
101%
Panicum clandestinum
Deer Tongue -
_
10
T.npsacum dactyloides
_
Gamma Grass
/
Rudbeckle hirta
_
Black-eyed Susan
12%
,
,I i
/
NOTES
S UVES-7 AKES, SEE D .A._,
9+3 - EA_ AND BUR -AP, SEE DETAILS, C-. LR 8
X GA._ - CCNTAINER P._AINT_, SEE :)ETILS, CHAPTER 5
Herbaceous seed
Redtop
20%
Scientific Name
_
Common Name
5%
Agrostisaiba --
Redtop
20%
Elvmus virgrn'cus -
Virginia Wild Rye
30%
Panicum virgatum
Switchgrass
20%
Sch¢achyrium sc whim
L the B uestem
101%
Panicum clandestinum
Deer Tongue -
_
10
T.npsacum dactyloides
_
Gamma Grass
10
\ CrP
1 \
I \
/
Streambank Shrubs
Agrostis alba
Redtop
20%
Brdens frondosa
Beggar's licks
5%
Coreopsrs lanceolata
Coreopss
- --._
10
Echinacea purpuras
-- --
Purple CorePoser
- 5%
Elymus w gmicus
virginia Wild Rye
15%
Eupatanum fistulosum
- 'ce•pye Weed
--g
-- --
Panicumclandestinum
Deer Tongue -_---
15%
Panicum virgatum
Switchgrass
15%
Rudbeckle hirta
_
Black-eyed Susan
12%
M
M Mimi
10, 0' 10' 20' _
9
rK
0
�z
00
z
Qc1r)
�0
J U
W
CC
Q
Z
W
Uj O
V W
� V
U ZLLJ
LLJLE F .
W o Z
UZa
Y !-
~o_ w
Q W z
v' z U
D� a
V) 02 =
L w
J
F— Z U

60+00
y
Reach 2
Live Stakes
Scientific Name
Name
SPAC,N-- rT_ O.C)
Agrostisalba- ------ - -
Rediop
Calficapa americana
-Common
Seautyberry
s ticks
6 j
-----__.
Coreapsis lanceolate
Cornus amomum
Stiky Dogwood
-- -
- - -'
- -
Etymus wrgmicus --
4
----
z..-_--
Eupatonum Astulosum
Joe- - ye ✓V ed
Physocarpusopuldo6us—
Nnebarkfe
Deer Tongue -
20
i Sambucus canadensis
---
Elderberry --
_---
_ 3'
20%
S
Streambank Shrubs
_
_
-_.
Name.-..
winScAiniusserrulatae
SP H- G. C_
_-_---.-TagAlderCommi
_ -:<G cFT
_ 5/o
IAr-m—a arbuh(_o—li—
Choke therry.
Comus amomum
bilk, Dogwood
—--
6'
n%
To%
/tea vngimcs
SweetsP re --
1-0o '�..
E,
1 Lindera benzoin
Spicebush
6'
_
0 %
Sambucus canadensis
Elderberry
—–
_ _ _ _
6'
_
0:
,'_�I
Trees
--
---
ScientiflcName
—-
Common Name
SPACING (IT O.C.
-.-
—
- 1
Betulanipra
-
-'.
20/
�.
Fraxmus enns Ivanica
Y
Green -
-- ---- ;0'
0'
30% ,
ER
Nyssa sylvafla
Biack Gum
_ _ 0
20%
-209,/°
Ratanus occidentalis
Sycamore-
1 0'
Quercus phellos -
_ Willow Oak _..
-.. - 10'
?0_1,
Herbaceous seed
_
_
Scientific Name
Common Name
°f
Agrostisalba- ------ - -
Rediop
20%
widens (rondosaBegga
s ticks
6 j
-----__.
Coreapsis lanceolate
----- __.__.----
Coreopsi
---
- 1 0
Echinacea pupurea --
Purple Co eflower
5 j
Etymus wrgmicus --
VI ginia � Rye-
15 °
Eupatonum Astulosum
Joe- - ye ✓V ed
_ _
3% -
Panicum clandesanum
Deer Tongue -
- 15/ -
Panicum vvgatum
Sw t ngrass
--_ 150/,
Rudbeekra hirta
B1ark-eyed Susan
12%
rd DIES
BR - BAREROOT, S== DETA,, CH o,7 =R
'S - UVESTAKES .E C -
B+B — BALL ANL UR_A E v CHAPTER S
X GAL — CONTAI%ER=LANCS, SEE 1, C,.., TSR 5
REACH 2 PLANTING PLAN LEGEND
— LIVE STAKES
STREAMBANK PLANTING ZONE
i
UPPER BANKS/BENCH PLANTING ZONE
10' 0' 10' 20' 40'
I
------ —
C r
15 i
U
Z
V1
y
H
Q
Z
LU
� J
Q /Q
LL' V
LL! z z
LIJ z
z
Vg
O�
0�~> w
(,7 Un z u
Deo Q
V) _
LU z
M W
� C7 m �
Lv �J
!— Z U
Cc �
W qM�
J
✓�Qu Q'.:

f
B
O
ib
Z o
0 �J
U U
-- --
630 T
—- - ----
---------
------ -
- ---
-- 630
V s g
--
-
--- ,_ PROPOSED BAN FULL ELEVATION TYP;
� � �- -----------
I"
----
- --- - --
� m
Z
628--
------ ----
-_
- ---_--
628
r €�
----�-------�---
i-
-�
PROPOSED
--o -M-----
THALWE ALIGNMENT TYP.
� ---
--- -- _------------ ---- --
_
626626
-
OC�
------------
H
-
L - _ -_ rn N
�
��
�'I
N po h
--- - -- - --
�� w
O
- -
C-4
O
624 --
o
+ O
---� --
- EXISTING GR UND (TYP.)
j .�I - - °
/ ° i°
y
-�A'u- - - -�- _
.+`O0
-- tr --
-- 624
z
!ia�L
Z
�� J N W
-
v
LLJ
622 - _
m --
-�
-�-?-_^ _ I � --� -}moi
0.78% ---
a` _ � __-+- � -�L_
m n �_ t±
�n-
�� h.�.�
- --622
z Z
O
620 M CH
_ o M
-
EXISTING _
GRADE .o .Q
I
o r, -
..� - - ---
:' o o
1
-0.24%
> !I
- --- g
Q L�
o6 i,\
�
11
45%
C' u
- -- 620
i
618
'o �r�
- N �- . - ---
u n >
-
M
- - >
6
u u
- -- -- �-
- -
_ll
'-w
------
-- 6 8
-
'- W--
U.1
J
- lf.ul
ru
i
a W
f -J
W W f0'i--�-
!L 1 ID
-- __—____.—
p1�7
6I b--fi----
-- ---
--- -----
a
i---- -- ----� -. fi y - ---_
- --
- ---- t 6 i 6
(({
III,
y y.
614
- -----
-- -
- - - - - - -
-
I
----
I
---- - - - - --
-
----
--
- 614
C
612 - -
- --- -
- L ---- - - - =
--- - --
i
-- - -T- --- - -
- ---
--- - 612
',
�
�
-I
6 i 0 i +-----
- - - --- ---
---;------- � -- ---------
- - ---- ---
- ----------
- --610
< � �,�5� $ � � a s
60+00
61+00
62+00 63+00
64+00 65+00 66+00
67+00
<$�
=w
� 1
b28--� --
- --- -----
- - -----------
J --
- ---
--------- -- --
- --
628
Z
- --
-- - - -
- - ----
m
----
626 _ - �
�- I
- --+------
-___ _-_
-- -�-
PROPOSED
�-
BANKFULL ELEVATION (TYP,) � --- __--- _-
-- -- ;
-_ ----
_---r 626
-�
'
624 --- --- -
+
i+
--- - ----- a------
I 'i, I
Lm co
�� _� -- -- - -----� -� - --
C,
o h
�"�
t10
u, c - ---} _ - -- -
10
O M
00 O + O�
--- - ---_
- 624
a
1
- -
10o
I I I I - ____-_—_ 1-
-
+ Ol
_�__
h
t 'p t 10 -- 00
-_-_______- _ --- - 0-----
h .c
----L'i-�
W �
622 -
w H W
t-� -
a
H J Q
N -- v, ,u -
10
11 it
!
-
h '., I I I
II 1! II 11 1 li
li II +;
- -g
e+r
n
622
�„�„�
W
z
a
_
y
d--
w
v~i w w w- FQ- ',I
�^ O
-� -
— -- —
> >
a a
> > > n. y >
a a >
a >
a ° CL
'n
I-
V w
62Q ---
-
- -0.24% _@ 73�
+�
-0.35%
+ vi
-
I I
_- — �- --
o -t-
! h -- -}-- -- - - _
0.711/ _ o� _
---
T� 46— 4-
h .o
---
-�- 620
�-
_--�
0-1
C)
w
W J
W oLL
Z
6 I$ —�o
�
--I�--
\ /�,.
- --- --
-- -
fi 618
U 0 Y n
616 - +
rru
+ I o
`O ° -- - -
It
-
I— J
\ � W 1
it _
---
- �- a -j ! EXISTING GROUND ( YP.) 7
- -
} - - -
Q
fi --
��
= --- t
-
616
Q Z
w
W w
Ln Z
LUw
_
� O Z
PROPOSED THALWEG ALIGNMENT (TYP.)
(
614 -
Q
-� --
+n
10 .o-
--
h
°
-
-- T� 6 14
V) Z
W Z
- `~" Lu
if- p
h o
w
_ N z
a
--� W
i---- - r - y �� -
- -
— -J 6!
�Z w
U CG
J
610 -
- - - ----
--- --� ---
` - -
-- ----.
68+00
65+00 70+00
71+00 72+0Q 7 -00
74+6;L
P
O
z
°pvo� 3 e
cn cn
p
10 ti
20 40 2
I
Q Z
ry T o � ij
=! n
--�
VERTICAL SCALE (FT)
z z Y x a
Q o /
HORIZONTAL
SCALE (FT)

—7 ---- — -- -- -----
o 10 20' 40'
g
E
Ap.
z
A
UO
FO
EMENI SEE
-
?t -Z-1
CONSTROCTE­
X
vvET.ANDS ON CREEK
BEN CH SEESHEE
UNDERPASS
:.TYP.
.CEME4
. . .
.. . .
FUTURE UNDERPASS
.
. . . . . . .
TIE-IN
0
z
OU
OF
TRANSITION TO
TEMPORARY ASPHALT
-- - --- ---------
BENCH. TYP.
TRAIL
IONCRE-ESIDEWALK
8-
CONNECr ON TO PUBLIC
STREETS DEWALK
GRANITE
3.8 PAVER,
7EMPORARY TRAIL
I
C3_8
PEBBLES IN MORTAR
SETTING BED, TYP-
SECTION, TYP,
HORSESHOE
BIKE RACK. 'YP
KIOSK
STEEL TRASH
RECEPTACLE, TYP. TY
FEMA FLOODWAY
ENCROACHMENT LINE
SCORED
CONCRETE, TYP.COMMUNiTy
ENCROACHMENT LINE
6"VER7 !CAL
CURB, �'P.3.1
6 BOCCE BALL
38 COURT, TYP.
FEMA FLOOD FRINGE LINE
FUTURE CONDITIONS-----/
FLOOD FRINGE LINE
—7 ---- — -- -- -----
o 10 20' 40'
g
E
Ap.
z
A
UO

DISTANCE TO
KINGS DRIVE VARIES
40' TO 160'
SEE GREENWAY PLANS
DISTANCE TO
KINGS DRIVE VARIES
40' TO 160'
SEE GREENWAY PLANS
TOP OF TERRACE
EDGE OF STREAM GRADING
VARIES I (OpFL
T TO I I' (TYP)
I i r
I
VARIES
14'TO22'f
BANKFULL BENCH
APPROX. 15'
BACK OFVARIES PER PLAN SHEETS,
BENCH -� UTO 25', TYP
TOP OF TERRACE
EDGE OF STREAM GRADING
I i BACK OF
VARIES SCOpF�A BENCH 1
7' TO 11, (TYP) SFS
I
VARIES
��------I 4' TO 22' (TYP)
SEE BMP PLAN FOR
BENCH GRADING
AND PLANTING
EROSION CONTROL
MATTING AND LIVE
STAKES ON BANKS
BANKFULL BENCH
APPROX. 15'
LIES PER PLAN SHEETS,
0' TO 25', TYP
SEE BMP PLAN FOR
BENCH GRADING
AND PLANTING
EROSION CONTROL
MATTING AND LIVE
STAKES ON BANKS
PROPOSED
TOP OF
BANK
TOP OF BANK
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
BANKFULL
46'
TOP OF
BANK
TYPICAL RIFFLE SECTION (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
MAX DEPTH VA.
PER PROFILE, 8'
11.51
PROPOSED -
TOP OFBANK
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
�! POOL SECTION
\ / VARIES AS
NEEDED PER
PROFILE
5' 4' (TYP) I�---I T (TYP)-- 4' (TYP) I
KFULL Wi
50'
PROPOSED
VEGETATION PER
PLANTING PLAN
00 � �o!l
5v0 VARIES
ITTO26'(-
TYPICAL IN-LINE POOL SECTION (LOOKING DOWNSTREAM)
SCALE AS SHOWN
APPLY TO STA 61+50 TO 62+50
STA 69+35 TO 69+75
STA 72+60 TO 72+90
STA 76+50 TO 76+95
PROPOSED
VEGETATION PER
PLANTING PLAN,
EROSION
CONTROL
MATTING ON
SLOPES (TYP)
PROPOSED TOP OF TERRACE
EDGE OF STREAM GRADING
MATCH EXISTING GRADE
6' TO 13' (TYP)
I
PROPOSED TOP OF TERRACE
EDGE OF STREAM GRADING
MATCH EXISTING GRADE
ry
O
LL_
Z
Oa
Z U
> D
ry
Q �
Z Z
O
J U
LLJ
Q'
10
Z
LU Z
UJI O
Z
Q U
LJ LLj
U V)
LLI
W u
z CL
Z Q
u o �'
I -a Z
Qw�- 1:
C7 V' Z u
�>O
W LU
f� J W
Z
U 0:�
W
z
O
z _
14 yin
CM
N
FQWO
on
OVO;^i:, r
�P
INSTALL
EROSION
CONTROL
I
VARIES
6' TO 13'
(TYP)
MATTING ON
SLOPES (TYP)
VARIES
_
I T TO 26' (TYP)
ry
O
LL_
Z
Oa
Z U
> D
ry
Q �
Z Z
O
J U
LLJ
Q'
10
Z
LU Z
UJI O
Z
Q U
LJ LLj
U V)
LLI
W u
z CL
Z Q
u o �'
I -a Z
Qw�- 1:
C7 V' Z u
�>O
W LU
f� J W
Z
U 0:�
W
z
O
z _
14 yin
CM
N
FQWO
on
OVO;^i:, r

DISTANCE TO
KINGS DRIVE VARIES
40' TO 160'
SEE GREENWAY PLANS
DISTANCE TO
KINGS DRIVE VARIES
40' TO 150'
SEE GREENWAY PLANS
PROPOSED
TOP OF TERRACE VEGETATION PER PROPOSED TOP OF TERRACE
EDGE OF STREad l GRADING PLANTING PLAN EDGE OF STREAM GRADING
J&lr MATCH EXISTING GRADE
it B.ANKFULL BENCH
APPROX. 15'
BACK OF VARIES PER PLAN SHEETS,
1 V TO 25', TYP
TOP
[*1y:7"►119
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
PROPOSED TOP
OFBANK
I- "\MAX DEPTH 4'
SEE BMP PLAN FOR VARIES PER 4.5'•
BENCH GRADING PROFILE, 8'
AND PLANTING /s TO 1 I.5' TYP
• � �� EROSION CONTROL
MATTING AND LIVE
STAKES ON BANKS
---12'-I 12' (TYP)---t--8' (TYP) 18'
I
TYPICAL BEND POOL SECTION FOR RIGHT BEND (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
APPLY TO STA 65+90 TO 66+35
STA 70+85 TO 71+35
STA 74+25 TO 74+65
STA 79+35 TO 79+65
VARIES
S�0
VARIES
11.
ygRiF,;?
7' TO I I' (TYP) j
EROSION
i
CONTROL
MATTING ON
i
VARIES
VARIES
14' TO 22'('
it B.ANKFULL BENCH
APPROX. 15'
BACK OF VARIES PER PLAN SHEETS,
1 V TO 25', TYP
TOP
[*1y:7"►119
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
PROPOSED TOP
OFBANK
I- "\MAX DEPTH 4'
SEE BMP PLAN FOR VARIES PER 4.5'•
BENCH GRADING PROFILE, 8'
AND PLANTING /s TO 1 I.5' TYP
• � �� EROSION CONTROL
MATTING AND LIVE
STAKES ON BANKS
---12'-I 12' (TYP)---t--8' (TYP) 18'
I
TYPICAL BEND POOL SECTION FOR RIGHT BEND (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
APPLY TO STA 65+90 TO 66+35
STA 70+85 TO 71+35
STA 74+25 TO 74+65
STA 79+35 TO 79+65
PROPOSED
TOP OF TERRACE
EDGE OF STREAM GRADING VEGETATION PER
PROPOSED TOP OF TERRACE
PLANTING PLAN`
EDGE OF STREAM GRADING
Al MATCH EXISTING GRADE
t
VARIES �CO'OF�
T TO 1 i' (TYP)
i VARIES
--14' TO 22'('
BANKFULL BENCH
BACK OF APPROX. I S'
BENCHVARIES PER PLAN SHEETS,
7 I 0' TO 25'. TYP
SEE BMP PLAN FOR
BENCH GRADING
AND PLANTING
PROPOSED
TOP OF BANK
EROSION CONTROI
MATTING AND LIVE
STAKES ON BANKS
MAX DEPTH
VARIES PER
PROFILE, WTO
I I.5' TYP
PROPOSED TOP
OFBANK
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
TYPICAL BEND POOL SECTION FOR LEFT BEND (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
APPLY TO STA 63+60 TO 63+90
STA 67+25 TO 67+75
STA 75+10 TO 75+40
STA 79+65 TO 80+05
VARIES
�( (Q)
ILINSTALL
6' TO 13' (TYP)
SES ti'
EROSION
CONTROL
MATTING ON
i
SLOPES (TYP)
VARIES
MATTING ON
2' TO 26' (TYP)
—"l
PROPOSED
TOP OF TERRACE
EDGE OF STREAM GRADING VEGETATION PER
PROPOSED TOP OF TERRACE
PLANTING PLAN`
EDGE OF STREAM GRADING
Al MATCH EXISTING GRADE
t
VARIES �CO'OF�
T TO 1 i' (TYP)
i VARIES
--14' TO 22'('
BANKFULL BENCH
BACK OF APPROX. I S'
BENCHVARIES PER PLAN SHEETS,
7 I 0' TO 25'. TYP
SEE BMP PLAN FOR
BENCH GRADING
AND PLANTING
PROPOSED
TOP OF BANK
EROSION CONTROI
MATTING AND LIVE
STAKES ON BANKS
MAX DEPTH
VARIES PER
PROFILE, WTO
I I.5' TYP
PROPOSED TOP
OFBANK
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
TYPICAL BEND POOL SECTION FOR LEFT BEND (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
APPLY TO STA 63+60 TO 63+90
STA 67+25 TO 67+75
STA 75+10 TO 75+40
STA 79+65 TO 80+05
11
O
LL
Z
O�
Z U
Z)
Q V)
_Z Z
:2O
J U
LLJ
0§4
W Z
LLJ Z O
LLI < W
U rn
Ld
LU Q
Lu o U
I.L Z Q�
V O y
h a LU
C� Lu v' z u
Djo Q
Ci =
W D� w
_j�z�
�ZC-) cj�
J 9 W �-
m N
z
c
OWON =�yN,
NMNmrym <� J
<E ME a5.:
<Wd'2 UG
❑OOUO'NG (
VARIES
INSTALL
6' TO 13'
(TYP)
I l
ES EROSION
i
CONTROL
MATTING ON
SLOPES (TYP)
VARIES
2' TO 26' (TYP)
11
O
LL
Z
O�
Z U
Z)
Q V)
_Z Z
:2O
J U
LLJ
0§4
W Z
LLJ Z O
LLI < W
U rn
Ld
LU Q
Lu o U
I.L Z Q�
V O y
h a LU
C� Lu v' z u
Djo Q
Ci =
W D� w
_j�z�
�ZC-) cj�
J 9 W �-
m N
z
c
OWON =�yN,
NMNmrym <� J
<E ME a5.:
<Wd'2 UG
❑OOUO'NG (

S
B�
26'
f-- w
PARIES 1 E -" F--2,5
I
-!
7,5'
O' 1
LL
CLASS I STONE
,z
~�
Z BETWEEN
m BOULDERS II
U-
m
CLASSA
W
_ Y
STONE
U
QIP
ON-SITE CHANNEL_
Q
m
ALLUVIUM
LLAI
t X01
WHERE SHOWN ON PLANS)
OI
TYPE 2 FILTER FABRIC_
j (NON -WOVEN)
0(L
`EXCAVATED PER
i
PARIES 1 E -" F--2,5
I
---VARIES 26' (TYP)
-!
7,5'
I PER PROFILE (TYP)
`_NO GAPS
GAPS
ALLUVIUM AND COARSE
,z
MATERIAL FILL FROM
Z BETWEEN
m BOULDERS II
Z1
m
B'
W
coal
a
m
U
O
LLI
Oi
Q
ZLu
W
LLAI
m
WHERE SHOWN ON PLANS)
OI
^i
POOL TO BE
0(L
`EXCAVATED PER
PROFILE
---VARIES 26' (TYP)
- - 26'-
Z
I PER PROFILE (TYP)
A
ALLUVIUM AND COARSE
,z
MATERIAL FILL FROM
r.
EXISTING STREAM BED
m
B'
W
m'
a
m
U
LL.
O
C,
Q
ZLu
V
-
m
WHERE SHOWN ON PLANS)
OI
^i
0(L
ELEVATION POINT PER
PROFILE (TYP)
0—VARIES
S(''-6PITYP)1�P)�
- B'
I i
PLAN VIEW
26' _ .
0' �, � 6' -i 14'---1- 6' - -- 10'
HEADER
ROCK r
LENGTH
OF ISTRUC I two
VARIESi
I3U (TYP)^'"
B SEE PL4�
Com'_
L Az
U-11
UI �I
Z �
w m
m W
OI
Q a-
mI H- LENGTH
OF RIFFLE,
SEE PLAN
'I
ELEVATION POINT
Z
I PER PROFILE (TYP)
FLOW''
ALLUVIUM AND COARSE
,z
MATERIAL FILL FROM
r.
EXISTING STREAM BED
m
B'
i
m'
a
m
lL
O
LL.
O
C,
j
-CHANNEL BED
Z
A'
Y
vY
`( YY
MATERIAL OR ALLUVIUM,
a'
AS SHOWN ON PLANS
a
m
m'
a
m
lL
O
LL.
O
Iff
I
O'',
O
WI
i Lu
O'
BOULDER CLUSTER
WHERE SHOWN ON PLANS)
IRST ROCK
DIED INTO BANK
FOOTER ROCK
CROSS VANE
C5 13 1 NTS
STRUCTURE DIMENSIONS
r'L (ft) - -- 56 --
S (ft) 6 TO 8
F (deg) 20
W (ft) 16
I G I% 1 7.5
2�, CONSTRUCTED RIFFLE
�l CU NTS
HEAD OF
RIFFLE
12" NOMINAL THICKNESS
EQUAL PARTS CLASS
FILTER FABRIC-,,,,
A, B, AND I STONE
RIFF TAIL OF LE RIFFLE
R s
6' MINIMUM f---- --
-BURY BOULDER 3" - -
BELOW STONE
PROFILE A -A'
TOP OF
B
FLOW
STREAM BED_Z
ELEVATION
CLASS A STONE
CLASS I STONE
`• EADER
ROCK SLOPE SILL ROCKS TO
B /-314 OF BANKFULL HEIGHT
y`=��-
FOOTER i
ROCKI
PROFILE VIEW B -B'
TYPE 2 FILTER
FABRIC (NON -WOVEN)
CROSS VANE STRUCTURE NOTES
1. BOULDERS MUST BE AT LEAST 4'X Y X 2'.
2. FILTER FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HEADER ROCKS AND
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM
FOR A MINIMUM OF SIX FEET.
3, A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER ROCKS. FILL SHALL BE PLACED
ON THE UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK.
4. STARTING AT BANKFULL, FOOTER ROCKS SHALL BE PLACED FIRST AND THEN HEADER (TOP) ROCKS,
5. STRUCTURE SHALL BE CONSTRUCTED FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER MAY BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT, PER ENGINEER'S DIRECTION.
7. CLASS I RIP RAP SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, CLASS A RIP RAP
SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF STONE CLASS I.
8. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL BE FILLED VViTH
ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. —� -- —
,-TOP OF
TERRACE BACK OF
i BENCH
TOP OF
B' BANK TOE OF
I -BANK
CONTROL %
MATTING
CENTER BOULDER SHALL BE PLACED-"
2" TO 4" BELOW ADJACENT BOULDERS
PLACE 3" STONE MIXTURE OVER BOULDER
SILL TO ACHIEVE THALWEG ELEVATION SECTION B' -B
3 "DOUBLE WING DEFLECTOR
�. C5.13 ' NTS
TOP OF TERRACE
B'
CLASS I STONE �\
CLASS A - I',- �--T MIN --I /-CHANNEL BED
STONE-� I,—
ON-SITE
--+ON-SITE CHANNEL A A'
MATERIALS
TYPE 2 FILTER FABRIC 1
(NON -WOVEN) -ON-SITE COBBLE
---6' MINIMUM L -BOULDER, 4'X3'X2' MIN.
STRUCTURE DIMENSIONS
L (ft) VARIES PER PLAN, 30' TYP
5 (ft)� --- _6 TO 8
F -(deg) -- 20
G % 5
TOE OF
-BANK
TOP OF
TERRACE
B
-PROPOSED BENCH NORMAL TOP OF ARM 'C' AND --TOP OF TERRACE
-BASEFLOVV ARM 'B' SITS 05
-TOP OF BANK i ABOVE BASEFLOW B
u ,
SECTION B' -B
ARM'B' BOULDER
j -ARM 'B' BOULDER
CENTER BOULDER SHALL BE PLACED 2" TO 4" BELOW ADJACENT
BOULDERS. PLACE 3" STONE MIXTURE OVER BOULDER SILL TO
ACHIEVE THALWEG ELEVATION
SECTION C=C
HEADER ROCK.
FLOW
STREAM BED ELEVATION — — —
--FOOTER ROCK
ARM 'A' PROFILE VIEW
NOTE. NO SLOPE FOR ARMS 6 & C
Q
Z
Lu
Lu
� o
Y
`s
LLJ V)
LL! --i
Z Q W
VY
O�
E -z
w E
V
��o a
V) 2 _
® m 11
F- _j w
U Inc
E
N
-CHANNEL BED
Z
A'
z
I L ON-SITE RIFFLE BED
MATERIAL OR ALLUVIUM,
'r -b' MINfMUM----I
AS SHOWN ON PLANS
—BOULDER, 4'XTXT MIN.
SECTION
A - A'
STRUCTURE DIMENSIONS
r'L (ft) - -- 56 --
S (ft) 6 TO 8
F (deg) 20
W (ft) 16
I G I% 1 7.5
2�, CONSTRUCTED RIFFLE
�l CU NTS
HEAD OF
RIFFLE
12" NOMINAL THICKNESS
EQUAL PARTS CLASS
FILTER FABRIC-,,,,
A, B, AND I STONE
RIFF TAIL OF LE RIFFLE
R s
6' MINIMUM f---- --
-BURY BOULDER 3" - -
BELOW STONE
PROFILE A -A'
TOP OF
B
FLOW
STREAM BED_Z
ELEVATION
CLASS A STONE
CLASS I STONE
`• EADER
ROCK SLOPE SILL ROCKS TO
B /-314 OF BANKFULL HEIGHT
y`=��-
FOOTER i
ROCKI
PROFILE VIEW B -B'
TYPE 2 FILTER
FABRIC (NON -WOVEN)
CROSS VANE STRUCTURE NOTES
1. BOULDERS MUST BE AT LEAST 4'X Y X 2'.
2. FILTER FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HEADER ROCKS AND
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM
FOR A MINIMUM OF SIX FEET.
3, A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER ROCKS. FILL SHALL BE PLACED
ON THE UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK.
4. STARTING AT BANKFULL, FOOTER ROCKS SHALL BE PLACED FIRST AND THEN HEADER (TOP) ROCKS,
5. STRUCTURE SHALL BE CONSTRUCTED FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER MAY BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT, PER ENGINEER'S DIRECTION.
7. CLASS I RIP RAP SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, CLASS A RIP RAP
SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF STONE CLASS I.
8. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL BE FILLED VViTH
ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. —� -- —
,-TOP OF
TERRACE BACK OF
i BENCH
TOP OF
B' BANK TOE OF
I -BANK
CONTROL %
MATTING
CENTER BOULDER SHALL BE PLACED-"
2" TO 4" BELOW ADJACENT BOULDERS
PLACE 3" STONE MIXTURE OVER BOULDER
SILL TO ACHIEVE THALWEG ELEVATION SECTION B' -B
3 "DOUBLE WING DEFLECTOR
�. C5.13 ' NTS
TOP OF TERRACE
B'
CLASS I STONE �\
CLASS A - I',- �--T MIN --I /-CHANNEL BED
STONE-� I,—
ON-SITE
--+ON-SITE CHANNEL A A'
MATERIALS
TYPE 2 FILTER FABRIC 1
(NON -WOVEN) -ON-SITE COBBLE
---6' MINIMUM L -BOULDER, 4'X3'X2' MIN.
STRUCTURE DIMENSIONS
L (ft) VARIES PER PLAN, 30' TYP
5 (ft)� --- _6 TO 8
F -(deg) -- 20
G % 5
TOE OF
-BANK
TOP OF
TERRACE
B
-PROPOSED BENCH NORMAL TOP OF ARM 'C' AND --TOP OF TERRACE
-BASEFLOVV ARM 'B' SITS 05
-TOP OF BANK i ABOVE BASEFLOW B
u ,
SECTION B' -B
ARM'B' BOULDER
j -ARM 'B' BOULDER
CENTER BOULDER SHALL BE PLACED 2" TO 4" BELOW ADJACENT
BOULDERS. PLACE 3" STONE MIXTURE OVER BOULDER SILL TO
ACHIEVE THALWEG ELEVATION
SECTION C=C
HEADER ROCK.
FLOW
STREAM BED ELEVATION — — —
--FOOTER ROCK
ARM 'A' PROFILE VIEW
NOTE. NO SLOPE FOR ARMS 6 & C
Q
Z
Lu
Lu
� o
Y
`s
LLJ V)
LL! --i
Z Q W
VY
O�
E -z
w E
V
��o a
V) 2 _
® m 11
F- _j w
U Inc
E
N
Z
z

� I LIVE STAKING
TOP OF NTS
BANK-,
2' TO 3' BETWEEN STAKES
'TOE OF BANK
r /
CROSS-SECTION VIEW TCP OF
TOP OF 2 TO 3'- BANK
BANK ,- - - -
2` TO 3' I STAKES SHALL BE
_ PLANTED FROM TOP OF
BANK TO TOE OF BANK
TOE OFBANK J
I
BUDS FACING
UPWARD _-
LIVE CUTTING ��� -�� 2' TO 3'
MINIMUM 1/2" DIA- LENGTH
lr NOTES
1. STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT USED FOR CONSTRUCTION.
ANGLE CUT 304 3. STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD.
TO 45 DEGREES--,,,"
EGREES 4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK.
��5. STAKES SHALL BE lit TO 2 INCHES IN DIAMETER AND 2 TO "s FT LONG.
6. STAKES SHALL BE INSTALLED WITH 1/5 OF STAKE REMAINING ABOVE GROUND.
7. 80% OF STAKE SHALL BE BELOW GROUND
- LIVE STAKE DETAIL --
��,
FLOW TEMPORARY ROCK CHECK DAMS
-
* c7 STONE \C� 5.14jNTS
A
SPILLWAY CREST-
- # 57 STONE
rl �
CLASS I RIPRAP --- FLOW
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
1_.�_ k 6„
3'
CLASS I RIPRAP
SECTION A -A
,`TEMPORARY STREAM CROSSING
NTS
BERM
12" MIN
FILTER FABRIC FOR
DRAINAGE UNDER RIPRAP
2
=v_gx47sFw3
y BERM I �.�.
I 2
WORK AREA
PLAN VIEW
20'
INSTALL AND MAINTAIN
THREE CHECK DAMS
DOWNSTREAM OF
PROJECT
CONTRACTOR TO
REMOVE
SEDIMENTS WHEN
ACCUMULATION
REACHES 12"
TSS< 50 N.T.U.
r
77
a
CLASS I RIPRAP
20'- 20' --
i
9' 9'
2\,J HOOK VANE
FLOW LEAVE !' - 2' C514 ,
NTS -
GAPS
20❑TO 30�
A
Lu
O
Z
M I �rs�J
;A -ELEVATION POINT
zic /4 NO GAPS
BETWEEN
BOULDERS
ELEVATION
POINT
3/4
BANKFULL
STAGE
FLOW --�
STREAMBED ELEVATION
BACKFILL (ON-SITE ALLUVIUM
OR NO. 57 STONE)
SCOUR CLASS A STONE
POOL CLASS 1 STONE
SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
PLAN VIEW
NOTES FOR ALL VANE STRUCTURES.
I .BOULDERS MUST BE AT LEAST 4'x Tx 2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE
HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM
FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM OF TEN FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STRC kMBANK.
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
S. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT,
7. USE CLASS I STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND
CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS I STONE.
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
STRUCTUREWITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
HEADER ROCK.
4'\,BARE ROOT PLANTING
C5.i4'"�5
O�$9�
PROPOSED PLANTINGS (TYP)
3
i 2.0 1.0 1.5
CLASS A
_
EXISTING 12"
--
5.0 3.0 1.5
CLASS A
N
_
4.51.5
CLASS A
EXISTING 24"
__'6A
10.0 6.0 2.0
CLASS B -
2 ,
CROSS-SECTION VIEW
W
OF BANK
- HEADER ROCK
- 3.75'
7.5% SLOP Y --
--FOOTER ROCK
PROFILE VIEW
CLASS A STONE - HEADER
--ROCK
STREAMBED� ---
ONSITE CHANNEL
MATERIAL-\ _-
FILTER FABRIC -
-' FOOTER
ROCK
'-CLASS I STONE
F+ 6' MINIMUM- :,
SECTION A - A
NOTES
I. BARE ROOT SHRUBS AND TREES SHALL BE PLANTED AT LOCATIONS
AS SHOWN ON THE PLANS.
2. SPACE SHALL BE ALLOWED BETWEEN PLANTINGS,
DEPENDING ON SIZE OF PLANTS, AS DETAILED ON PLANTING PLANS.
3. COMPACTED SOIL SHALL BE LOOSENED PRIOR TO PLANTING,
4. PLANTS SHALL BE PLACED IN HOLES DEEP AND WIDE ENOUGH TO
ALLOW THE ROOTS TO SPREAD OUT AND DOWN WITHOUT J -ROOTING.
S. ROOTS SHALL BE KEPT MOIST BY MEANS OF WET CANVAS, BURLAP,
OR STRAW WHILE DISTRIBUTING OR WAITING TO PLANT,
6. PLANTS SHALL BE HEELED -IN TO MOIST SOIL OR SAWDUST IF NOT
PROMPTLY PLANTED UPON ARRIVAL AT PROJECT SITE.
6,STORMW_ ATER OUTLET PROTECTION
C5 1414
- W - - --
RIP RAP-
'
2' ^F' �� J T
MIN. cIE
LAYER OF FILTER FABRIC
SECTION B-E'
D
LFT) W (FT) T ( -n, S i ONt
EXISTING 4"
i 2.0 1.0 1.5
CLASS A
_
EXISTING 12"
--
5.0 3.0 1.5
CLASS A
EXISTING 18"
_
4.51.5
CLASS A
EXISTING 24"
__'6A
10.0 6.0 2.0
CLASS B -
EXISTING 36"
12.0 4.0 2A
CLASS B
US
'sLL 9
Li
00
W
W z
cl� c
V d
LLJ _j
uj
W o
lcll�z C)
Z
C)
U p �� f-
�Va z
U�z V
�
o Z > R =
Z
J © m w
z
w
ooz
o z�
3c
Ln
QwMrliJ-
�ODUd:,^C Vl

�h\STEP OUTLET
',�C5, 5j NTS
t EXISTING
FLOW T BOX CULVE
VARIES, VARIES, SEE _
DETAIL
l am- i�-���" ✓ \ 4'XTX2' MIN \
/I VARIES, SEE HEADER
DETAIL %\ j � ROCK \y I,� -CREEK
y
��
A�-,)�_� y� A' 5.9 o , 4 FLOW I CHANNEL
-- x
f 1- TOE OF SLOPE
FOOTER ROCK
SILL ROCK TOP OF BANK \
�� � � ��%� I CLASS A STONE I �
FILTER FABRIC
PROFILE VIEW
SILL ROCKS Lu \
PLAN VIEW ui
ELEVATION POINT I
-SEE DETAIL /2\
I
A �- fi 4' rTYP) - q' o
'-SILL ROCK
SECTION A -A'
3 STRUCTURE ELEVATION TABLE
STATION STRUCTURE ELEVATION
61+IS CRCYSSVANF -- ! 01 41 ---
63+70
J -HOOK
617.13
66+10
J -HOOK +
615.57 ti
68+60
CONSTRUCTED RIFFLE
619.87
69+00
-
CROSSVANE
—+---
619.5$
/ 1+6/
LUNJ I KUL I tU KI"LL
619.19
72+30
CROSSVANE
618.74 7,
74+35
J -HOOK
615.57 -
75+55
_CONSTRUCTED RIFFLE
618.19
STATION
STRUCTURE
ELEVATION
76+15
CROSSVANE
617.71
78+00
CONSTRUCTED RIFFLE
617.53
78+50
79+25
81+10
_
CONSTRUCTED RIFFLE
J -HOOK
DOUBLE WING
617.15
616.27
616.69
81+25
DOUBLE WING
616.62
c
I I I I I
2 STEP OUTLET GRADING
10 0 10 20
SCALE SFT)
8
Z o
oq
US
LLE
s
�oo
0M3
Ns�
O
LL
Z
clO �
Q�
z
� O
U
w
U
I
2h
�w
3
e
KVII
is
w
Ln
z
J
w
LLJ z
V
J to
uj w
Q
W C
Q�Z� Q
w
W }
`)zZLu C
>_ , _
(n �' (; Z
, j 0 Lu
_j0 1:
Zy
S V)
z
i
0
g
z :o
^-
Ln
x
0
L+
I I I I I
2 STEP OUTLET GRADING
10 0 10 20
SCALE SFT)
8
Z o
oq
US
LLE
s
�oo
0M3
Ns�
O
LL
Z
clO �
Q�
z
� O
U
w
U
I
2h
�w
3
e
KVII
is
w
Ln
z
J
w
LLJ z
V
J to
uj w
Q
W C
Q�Z� Q
w
W }
`)zZLu C
>_ , _
(n �' (; Z
, j 0 Lu
_j0 1:
Zy
S V)
z
0
g
z :o
^-
Ln
x
L+

620
r
.100
-80
.60
.q0
.20
�a�-- - - Z 60 - 90 10
620
0
m
63P-_- -
---__-. -_._ _.-- - -_. -____- _ - 632
\
628
0
628
636 ---'
r
_
632
_ - -_
I
_. 620
20
10
60
616
.00
636 ---'
2 0 20 40 2 0 2 4
HORIZONTAL. SCALE (FT) VERTICAL SCALE (FT)
O
• z
o
EoQ
Z
W
LUceZ
^/ O
V
F-
< Q
L)
U
WW cc
all 0
Zz
Q
V
e �
p.. Q
L r
N Z
Lid O
W ® Ln
Z
o
F-ZY v
U
.J2 N
632
_
632
128
2 0 20 40 2 0 2 4
HORIZONTAL. SCALE (FT) VERTICAL SCALE (FT)
O
• z
o
EoQ
Z
W
LUceZ
^/ O
V
F-
< Q
L)
U
WW cc
all 0
Zz
Q
V
e �
p.. Q
L r
N Z
Lid O
W ® Ln
Z
o
F-ZY v
U
.J2 N

67+40
640 ----- --------_. , I
U
636
- _---_- `_ 636
r- �._.. .. .. _ ..---
4id
LU
Y
Q
LU
I
633
�
�.i
V) ✓/�
J Z
Z Y U
LLJ628
fig
I
I
I
634
vi
O
i
c
a_
^3 Z
6i0 t'- 630
100 90 60 4 3 >
0 � 0 4C EO 100
�
20 q 20 ao z o
HORIZONTAL r��;- —
HCT 1 f ( V C SAL SCAL-E iFi�i
L
��<r w 6)
C
��oU

632
74+25
--- -
- -
-
624
632
�/
_ __ 637
i
I
628_--_
--- .-_-.
624 I- .-.--r `'--_ _-_III_ ___
... --___
_____
._....._ _..-.
-._:624
1
II
I II
I
'
620 •_ .._-. _- :__ •. __-_.-'-_.--
'- __ _. i.__
- --.- ____..__.
620
616
.100 -80 -60 -40
i
-20 0
I
20 40
60 80
616
100
632
628
624
z
K
N C
N Y Yom/ %
m}m `
20 0 20 40 2 0 2 4 com,yr Y` �I.n
2zZY
-1T�1 ---La Ll<w
HORIZONTAL SCALE (FT) VERTICAL SCALE (,Ti ^z^ 1 r

Z
',
a A
KENILWORTH AVENUE
-TIE !NiO EXISTING
SIDEWALK STRIP
CONCRETE SIDEWALK
CONCRETE LANDING
ACCESSIBLE
RAMP,7YP
:Mpp'5FOR STREAM
47S SEE
<
Top
5FOR
•
NEW CURB AT z
DRIVE
zEXISTING
IG
0
MATCH C WH AEXY CUTS S T I N Lu
Lu
D
Q9 z
Lu
Zo UJ vC-) z
U 0
14—
<
rl TEMPORARY TRAIL
-------
-- -
<
SECTION. FYF Lu
0' :D Z:D
Un
2 88
Q R
< Lu z
LL
LL
Z L.LJ
N\
MEET EXIS FJNG
CONCRETE SIDEWALK
ACCESSIBLE
RAMP,TP.
T—� Z
---------- ----
MEMNON
10' 0 0, 1c, 40' X),

636
638
za 0 zo ao z p z 4
HORIZONTAL SCALE (FT) VERTICAL SCALE {FT
CY
0
�z
o0
zu
zU
—z
:�io
J v
w
n
Z
W
/W
V Q
'uJ
v U
U
W ry
W
cl� z z
VY
ry
QLU
VC
�N�
z
���
>�
�cl��
W p
�- C7 J
�ZYu
�C 5 W
E
g
O
z
a
tl
o
3
c
a�
}r
<om
w V>
=U I'^

637
"M
81+25
616 -
100 -BO -60 40
I
- 20
'T
--i--- __.----,.
632
;I
II
I
628
+ -_ _ _ - _.._ -.. _-.-__. _ _ 6i6
615 _-_----___-_ -..�_ -___- ..__.'--_-_-_ -
-i00 -80 60 .40 .20 0 20 40 60 80 100
W
20 0 20 40 2 0 2 4
ice- — -ITj
HORIZONTAL SCALE (FT) VERTICAL SCALE (FT)
W
W
V <
Q
I�
_1
U
W
W
Z Z
V y
Y
QUA
Lu
w
(^ O
V /
Lij
J Ul mZ
� m
Z o
F- w
Z Y U
J77� �
616
-Wo - _ _t
-_-
80 -60
20 0 20 40 2 0 2 4
ice- — -ITj
HORIZONTAL SCALE (FT) VERTICAL SCALE (FT)
W
W
V <
Q
I�
_1
U
W
W
Z Z
V y
Y
QUA
Lu
w
(^ O
V /
Lij
J Ul mZ
� m
Z o
F- w
Z Y U
J77� �

J ORD NANCE FOR ADDITIONAL REQU REMENTS.
EXIE� LNG CATCH BASIN9. ALL ERf SiON CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
NEMA V UNTIL SITE HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
STABL.ZED.
DENUDED ACREAGEi 1.45 AC 10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
----BY THE EROSION CONTROL INSPECTOR.
I, ALL ELEVAT ONS ARE IN REFERENCE TO -HE SURVEYORS BENCHMA.IK WHICH
SOIL TYPES: MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
CuB- CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES SPEARING
Ury URBAN LAND .2. ALL EKOSION CQNTROL ^ROM TOP OF TERRACE TO TOP OF TERRACE IS DESIGNED B',
BJCK ENGINEERING AND SHOULD BE INSTALLED PER CHAPTERS OF THESE FLASKS.
IS REFER 70 SHEE, ._6.10 FOR CONSTRUCTION SEQUENCE.
,I
i
i
,\\
ol-
- — _
i
.r.
/F
.. .INSTREAM ROCK CHFCK:� _. ....-. /,. _
I =- _
ADAM. SEE CHAP S _Y -
is
a`.
-------
BUCK e'NGiN EKING -
I.
st �.
E- _
---------------------
i
1
e
I
f
w�
�—
�7
�- -
sw _
- - --_
ODOUBLE ROW Htf,H. �-
�n
'HAZARD Sit FENCE, TYP.
ORANGE 2`.GNSTRUC7�N':!-.I
FENCE --
-_:ROCK .. -_-..
-I CK CHECK DAM AT
�LOW POINT TYP. `
El
KINGS. DRIVE - - - -'1 _. .
E„
SILT FENCE WLET
PROTECTION.r`FYP._-
_—SILT FENCE. TYP. - - - - -
CATCH BASIN INLET —�
PROTECTION, CMLDS
30.15, TYP.
---
� l
i
J -
O
Z o
Uo
LL a
9 i �4 N>
xi-
-m
fes. � •� ,,��jj
e
_
KENILVdOR.TH AVENUE
AV. - z } x
F
S
/!• a�y x L � i
I Z -
``
/ � m
SILT FENCE INLET
I�
L PROTECTION, TYP --
- STOCKPILE I Sry,CiHG
AREA Z
�O
i -
TEMPORARY CONSTRUCTION
... _ yNT9�NCUEYIT I� : ;� i ,.�' fJj
\
- D'eNUI IMITS. TYP. j z
\ Lu
-- \ W
Z
° c
w Q
I J �
(� z O
7 �
V0Q
or -
Lu W
I a.J V)Lu Z
} O
f w
I � — UG �
U
N
Lu
_Q-3CL
�'- �'' z
J >
4-
'
EROSION CONTROL NOTES:
_—EROSIONCONTROL LEGEND
vEGEIND
ALL EROSION CO;:TROL MEA56 RES SHALL BE IN ACCORDANCE Wr H. THE N.C.
- - - - -' - -- - - - -
EXIST. = CG.NTC,JRS
E x S- IVG SANITARY SEWER MANHOLE
ERN ARIAL P: RE CONTROL PLANNING AND DESIGN MANUAL
T. GN -51 BURIAL P'TS REQUIRE AN ONSITE DEMOLITION LANDFILL PERMIT FROM
- --
EXIS". ;' ^_ONTO.iRS
- EX' ?'�NG'•�A-ER'JALVE
, ROM 4 ZONIty- ADMIN'�STRATOR.
3. ANY GRADING BE'OND THE OENUDED L, PITS SHOWN ON THE PLAN E A VIOIATICN
'..
I: MITS OF CONSTRUCTION
N
AND 11 SUBIECT TO A ENE.
DENUDED UMTS
LX STING::VERRH FAD ELECTP.0
^. GRADING MORE "', HAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
j PLAN S AVIO'LAi:ON AND S SUBJECT TO A FINE.
-OST---D--
TEMPORARY S IT -ENCE
" - - - --- E V.5 :NG'rVATER LINE
S. STABL U 710N IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
,_n
'. NEC ES:ARY'O ACHIEVE E0.0510N CONTROL ON LARGE DENUDED AREAS AND
`F
TEMP. CONSTRJCTON �.
EX STING SANITARY SEWER
', ESPEC A.IYWHE*, SPECIECALLY REQUIRED AS PART OF THE CONSTRUCTION
'., SEQUENCE SHOWN ON THE PLAN.
J-
ENTRANCE'EXT
EXISTING STCRM DRAINAGE
E. SLOPES SHALL BE U RADED NO STEEPER THAN 2:1 FILL SLOPES GREATER LHAN IC'
REQU A E u+.7E ER0.ACING.
ROIK CHECK DAM
'-`G AS LINE
'. APPROVAL OF TF,_ PUN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPERTIES WHEN F ELD ONDIT'ONS NAR WNT OFF-SITE GRADING, PERMISSION
---- - - Lk SING JNDERGROUND CABLE
MUST SE 06. AINFD FROM THE AFFECTED PROPERTY OWNER
tl. ALL SLOPES MUS' BE SEE_FG AND MULCHED WITHIN 15 WORKING DA -S OR 30
SiLTFENCE INLET PROTECTION
LIS -:NG JTLITYPOLE
CALENDAR OATS. WHICHEVER 15 SHORTER. ALL OTHER AREAS IS WORKING DAYS OR
90 CALENDAR DA'S WHICHEVER IS SHORTER. REFER TO EROSION CONTROL
J ORD NANCE FOR ADDITIONAL REQU REMENTS.
EXIE� LNG CATCH BASIN9. ALL ERf SiON CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
NEMA V UNTIL SITE HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
STABL.ZED.
DENUDED ACREAGEi 1.45 AC 10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
----BY THE EROSION CONTROL INSPECTOR.
I, ALL ELEVAT ONS ARE IN REFERENCE TO -HE SURVEYORS BENCHMA.IK WHICH
SOIL TYPES: MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
CuB- CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES SPEARING
Ury URBAN LAND .2. ALL EKOSION CQNTROL ^ROM TOP OF TERRACE TO TOP OF TERRACE IS DESIGNED B',
BJCK ENGINEERING AND SHOULD BE INSTALLED PER CHAPTERS OF THESE FLASKS.
IS REFER 70 SHEE, ._6.10 FOR CONSTRUCTION SEQUENCE.
,I
i
i
,\\
ol-
- — _
i
.r.
/F
.. .INSTREAM ROCK CHFCK:� _. ....-. /,. _
I =- _
ADAM. SEE CHAP S _Y -
is
a`.
-------
BUCK e'NGiN EKING -
I.
st �.
E- _
---------------------
i
1
e
I
f
w�
�—
�7
�- -
sw _
- - --_
ODOUBLE ROW Htf,H. �-
�n
'HAZARD Sit FENCE, TYP.
ORANGE 2`.GNSTRUC7�N':!-.I
FENCE --
-_:ROCK .. -_-..
-I CK CHECK DAM AT
�LOW POINT TYP. `
El
KINGS. DRIVE - - - -'1 _. .
E„
SILT FENCE WLET
PROTECTION.r`FYP._-
_—SILT FENCE. TYP. - - - - -
CATCH BASIN INLET —�
PROTECTION, CMLDS
30.15, TYP.
---
� l
i
J -
O
Z o
Uo
LL a
9 i �4 N>
xi-
-m
fes. � •� ,,��jj
e
_
KENILVdOR.TH AVENUE
AV. - z } x
F
S
/!• a�y x L � i
I Z -
``
/ � m
SILT FENCE INLET
I�
L PROTECTION, TYP --
- STOCKPILE I Sry,CiHG
AREA Z
�O
i -
TEMPORARY CONSTRUCTION
... _ yNT9�NCUEYIT I� : ;� i ,.�' fJj
\
- D'eNUI IMITS. TYP. j z
\ Lu
-- \ W
Z
° c
w Q
I J �
(� z O
7 �
V0Q
or -
Lu W
I a.J V)Lu Z
} O
f w
I � — UG �
U
N
Lu
_Q-3CL
�'- �'' z
J >
4-
_7
7
/
-�\K
N
®
°
,_n
Iri� t
,o 6o' 20'
I
Fez J
��

! 1
EROSION CONTROL LEGEND J_GEsND \
- - - - - _ ERI C0117018S '., R ST,Nr SANITARY SFVVER MANHOLE
EXIST CO.JOURS E... NvG WATER
LIMITS OF CONSTRUC7,ONI T L
• y
............... i E STING CVERHEAD ELECTRIC
DENUDED :NTS
-p- TEMPORARY S; FENCE "- '- E SING WATER LN.. V
rcM rQN rRU .:.,ry
i
n c
E 'N .TORN DRAINAGE
' n mo �
EXISTING CAS L. PIE
I
FLOCK CHECK DAM I Z m
UNDERGROUND CABLE
Z o b
E SING UT7.171 POLE L: Z I a
N
SILT FCNCE'.NI ET PRO_ECT OtJ •.\��\ I Z I .—
EXIST'.NCATCH BASIN � � `•
r z O
- '
EROSION CONTROL NOTES: u,/� � / / � a —�
L ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WICH THE Nr I� j •� / I U i \�``r'
EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL.�-
2. ON-SITE BURIAL PITS REQUIRE AN ON -S TE DEMOLITION LANDFILL PEKMI' FROM
FROM THE ZONING ADMINISTRATOR
i. ANY GRACING BEYOND THE DENUDED LIMITS SHOWN ON -HE PLAN 'A `nOIATON
PLAN IS A VIOLATION AND IS SUBJECT O A FI N APPROVED EROSION CONTROL , N,
AND SSUSECT TO A FINE %%%
4. GRADING MORE THAN ONE ACRE WI HOU' A / F, \
J NE.
S. STASIL.ZA.'ON S THE BEST FORM Or EROSION CONTROL. TEIl DRAR",EEDINGS ----- \ -- -_
\ .
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND � / / •• ./
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONS -RUCTION,
EQUE NCE SHOWN ON THE PLAN
6 -SLOPES SHALL BE GRADED NO STEEPER THAN 2.1_ FILL SLOPES GREATER FAN 10
REQUIRE ADEQUATE TERRACING. 'i „` '✓ - �. \ \
]. APPROVAL 011 HIS PLAN :S NOT AN AUTHORIZATION TO GRADE ADJACEN- , \
PROPERTIES. WHEN FIELD CCNDITCNS WARRANT OF. -SITE GRAD PERMISSION DENUDED LIMITS, TYP_ '� N
MUST BE 05TA NED ROM THE AFFECTED PROPERTY OWNER
8. ALL SLOPES MUST BE SEEDED AND MULCHED W PIN 5 WORKING DAYS OR 3T]
�ppp
CALENDAR DAYS VJH CHEVER 5 SHORTS R. ALL OTHER AREP515 WORKING DAYS OR - - N. , `
90 CALENDAR DAYS WH-CHEVER SHORTER. REFER TO EROSION CONTROL
ORDINANCE FOR ADDITIONAL 1EQUIREMFN'S, / . ,/ /
9. ALL EROSION CONTROL DEVICES 'OR DAM IMPROVEMEN' CONSTRUCTION SHALL
EMAIN UNI' IL SITE HAS BEEN BROUGHT TO FINAL GRADE AND PERI IANENTLY
i
R
57ASILZED -- •.-� _ w�./. -_ �.-�
\ _ I
G. ADDITIONAL MEASURESTO O CONTROL EROSION AND SEGMENT MAYBE REQUIRED-
BYTHEEROSIONCONT.ROLINSPECTOR.--
I I. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCFIMARK
MUST BE VERIFIED BY THE GENERA- CONTRACTOR PRIOR TO GROUND
BREAKING.
12. ALL EROSION CONTROL FROM TOP OF'ERRACE TC OF Or TERRACES DESIGNED SY
BUCK ENGINEERING AND SHOULD BE INSTALLED PER CHAPTER 5 OF-HESE PLANS.
13. REFER -0 SHEET C6 10 FOR CONSTRUCTION SEQUENCE
4La4+}}�
DEN'JDEG ACREAGE: 1.46 AC -_—�
SOIL TYPES:
CLB- CECIL -URBAN IANC COMPLEX - 2 TO 8 PERCENT SLOPES r" , -'-- -_... - _ ;•'% _ --- �,_� _ _ _ - - - ,::FF _ _ ! Q,
Ur- URBAN LAND
>
DB_
- D—
T -
s
I_
—t 35
AM ROCK
AM
CH 'C
l - ICHAPES BY RUCK ENGIN ER NG�E I '
r.
DOUBLE ROW HIGH
• _ - HAZARD SILT FENCE, TY P.
i
a
V
Z
LLJ
uj
S"
uj
uj
�I _ —
V
J
SILT FENCE, TYP...
v
z
e `
i
o
/
\ \ FEMA FLOODWAY� - `..er ��- - -. .... ..... ... ..r.�. _ _."^� C
_ .. .. -
• ENCROACHMENT LINE i� +- "' �• ,I V I O
-
.. ......... O
.•.•':•' DENUDED LIMITS, P. _
"`- TS TY
P.
r
Ili
GS DRIV
ajL
IN
CATCH BASIN INLET -J _ __ _ � _ . - ...I.:.....
PROTECTION, CMLDS _ - _
L
I I
- - -U - -
' COMMUNITY ENCROACHMENT-/ _ - - _ �--- - - f_- R/W I
LINE
I
I
1
l _
i1 I
T
/ v
let
-
Io' 0 0 24' 40' n S I 4 w
00 LJOo i

i
-� IN
FL E _ _ s
i
i I DLLs
,
-, - ��
-
I
- ,
max
I�
I
/J _8 rxn rot>,c I 0
-
n
i -
---
_ '-- ROCK CHECK DAM .4T
LOW POINT, TYP.- -- — — -_
_
—
I—
I
r
4r
-
ROCK CHECK DAM AT
_
LOW POINT, . SILT FENCE NLFT I ❑ L+',.
TYP.. _ .
PROTECTION, TYP.
W$
DOUBLE ROW HIGI4-" _ I 32i !
HAZARD SILT FENCE, TYP.
Ii ORANGE CONSTRUCTION I p •
FENCE
I
L7i
U
I
I
I I
...
1 Q
-• SILT FENCE, TYP.
I '
--- -- I GC
Lu
FEMA FLOODVI AY - _ SILT FENCE INLET
-- — __—
... i I -, -... -?:,• I PROTECTION.
' ENCROACHMENTLINE _ -
-
i
Z
_ • • "-" _ - – I Lu
W
-- `---DENUDED LIMITS, -,'1'P.
I z
a
w o
I`a \�k E - --- - ---------------- ---- - ------ --- I "' u°
� w
IZ I >
zIo _ �� --_ -- — _ = I �o
—�
\ (� o
s sem/ �� / �� o
4 I LL .�. O :. / COMMUNITY ENCROACHMENTS / i \ �... -. �\\ - . I J Q w
LINE �� _j�� �(r1�i m _
F I A_— / FEMA FLOOD FRINGE LINE) �_ - _, _ - _ _ - - -_— i 41 Z
rd ;� FUTURE CONDITIONS -' _ J
S FLOOD FRINGE LINE / �O _ - .. _.... -. - Z V fd
I z J z CL
_ a
EROSION CONTROL NOTES: �O F I
— IU
I. ALL EROSION CON'RDI_ MEASURES SHALL BE IN ACCORDANCE WFFH. THE N C. \
EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL ��j/�)ggq �,
- - - - E. F OM
TE E RIA PITS REQUIRE AN ONSITE DEMOLITION LANDFILL PERM T FROM , 1� \ I N
FNY GRADZGBEYO D MESE UD �� `\ w
3 ANY IS SUB GRADING THE DENUDED UM TS SHOWN ON THE PLAN IS AVIOLATION
--- - I�
c - AND IS SUB�ECi TO A FINE.
EROSION CONTROL LEGEND LEGEND 4 GRADING MORLTON ONE ACRE WiTHOU� AN TOAFME APPROVED EROSION CONTROL
---- - -- PLAN ISAVIOLATION AND ISSUBJECTEROS ON
FN E.---
5. STABI! IZATION ,5 THE BEST FORM OF EROSON CONTROL. TEMPORARY SEED NG IS [�
-- -"'
SKIS ' S'CCNTOURS
EX '� STING SANITARY SEWER MANHOLE NEC E SSARY TO ACH. EVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLYWEEN SPECIE CALLY REQUIRED AS PART OF THE CONSTRUCTION
- - EXIS. 'CONTOJRS EXIST NG WATER VALVE SEQJENCE SHOWN ON THE PLAN. ..
UM. 5 O. CONISTRUCT'OV 6, SLOPES SHALL P,: GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' _
EX ST:NG OVERHEAD ELECTRIC REDO RE ADEQUATE TERRACING. .\ ,. - O
DENUDED LIMITS �. APPROVAL OF MI5 PLAN ISNOT AN AU?HOR ZAT ON TO GRADE AD;AGENT \ \ / __-_.-_,�- -- N
TEMPORARY-ILTFEYCE `(IST r PRO PFI TS.WHENl HELD CONDI TIONS WARRANT OFF. SITE GRADING, PERMISSION � /ice `�! �, �,\ /�.�-
�� ! MUS -BE OBA:NED FROM THE AFFECTED PROPERTY OWNER. FfT
EX,STING SANITARY FEWER B. ALL S! ORES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 30
-__—_
A?` J' X'. "LNG STORM DRAINAGE 90 CALENOAR DAYS WHICHEVER IS SHORTER REFER TO EROSION CONT NG DAYS OR ---
T ' DP'S, WHICHEVER IS SHORTER ALL OTHER AREAS 15 WORK
CALEVCA
�xu CONTROL
- - .%ISi',Nr ^P: LING A L EROSION
FOR ADDITIONAL REQUIREMENTS.
EM?. CONSTRUCTION I
- FNTRANCE'EXIT
5. ALL E�.pS.ON CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL \ 1_- _
dWt ROCK CHECK Dt M ' � � U REMA N UNTIL ITE HAS BEEN BROUGHT -O FINAL GRADE AND PERMANENTLY \ \-.
6RR3
STABILIZED A L �_ a
E STING UNDERGROJND CABLE ID.ADDITIONAL NEASURES TO CONTROL EROSION ANDSEDIMENT MAYBE REQUIRED FQ /'��
BY THE EROS�ON CONTROL INSPECTOR V1 ALF• y E l �I
X ':YG UT LITY ROLE
I I. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH DENUDED ACREAGE. i I_46 AC
�l S.LT FENCE INET PRO-ECTION MIST BE VERIFI-ED BY THE GENERAL CONTRACTOR PRIOR TO GROUND V/
_STING CA tCH BASIN BREAKING `
I2. ALL EROS Y .ONTROL FROM TOP OF TERRACE TO TOP OF TERRACE IS DESIGNED B" SOIL TYPES: \ J ^-
_I 10' 0' 10' 20' 40' r C
BUCK ENGINEERING AND SHOULD 8E INSTALLED PER CHAPTER50F THESE PLANS. Cub- CECIL -URBAN LAND COMPLEX - 2 TO B ,PERCENT SLOPES
13. KEFERTO.HCE, C6, 10 FOR CONSTRUCTION SEQUENCE. U, URBAN LAND _-__--_----_—____--_.-._— _ CC]❑JCsD v:

I
- -
I S. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS
EXIST. 5' CONTOURS
EX. STING SANITARY SEWER MANHOLE
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQ IRED AS PART OF THE CONSTRUCTION
EXIST, ICONTOURS
EXISTING WATER VALVE
SEQUENCE SHOW N ON THE PLAN,
F. SLOPES SHALL BE GRADED NO STEEPER THAN 2.:. FALL SLOPES GREATER THAN 10'
Q /
REQUIREADEQJATETERRACINC.
Z) _
. . ..............
LIMITS OF CONSTRUCTION'
... EXISTING OVERHEAD ELECTRIC
]. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZAT ON TO GRADE ADJACENT
_ Z
DENUDED LIMITS ''.
PROPERTIES.EWHEN-ILD CONDITIONS WARRANT OFF-SITE GRADING PERMISSION
❑ '{
TEMPORARY SILT FENCE
-' EXISTI'JG WATER LINE
MUST BE OBTAINED FROM THE AFFECTED ROPERTY OWNER
B. ALL SLOPE_ MUST BE SEEDED AND MULCHEDWITHIN 15 WORKING DAYS OR 30
Z' O
CALENDAR DAYS, WHICHEVER IS SHORTER. ALL OTHER AREAS 15 WORKING DAYS OR
- U
-�
- EMP. CONSTRUCTION
FXSTING SAKI-ARY SEWER
90 CALENDAR DAIS WHICHEVER IS SHCRTE'i, REFER TO EROSION CONTROL
U Q
f„
ENTRANCEIXIT
ORDNANCE FOR ADDITIONAL REQUIREMENTS.
r '-
T
_ FX 5 LNG S ORM DRAINAGE
9. ALL EROSION CONTROL DEV -CES FO', DAM MPROVEMENT CONSTRUCTION SHALL
Q RR
REMAIN UNTIL SITE HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
ti
ROCK CHECK DAM
GAS
STABILIZED.
I0. ADDI. i! MEASURES CONTROL EROSION AND SEDIMENT MAYBE REQUIRED
`
EXISTNG UNDERGROUND UBLE
O
BY THE EROSION CONTROL INSPECTOR
EROS
w
I. ALL ELEVATIONS ARE N REFERENCE TO THE SURVEYORS BENCHMARK WHICH
' �
L
SILT FENCE INLET PROTECTION I
EX,ST'NG '-ILITY POLE
MUST BE VER,DED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
BREAKING.
EXS. ING CATCH EAS N
12. ALL EROSION CCN-ROL'ROM TOR OF TCR3ACE TO TOP OF TERRACE IS DESIGNED B"
'
BUCK ENGINEERING AND SHOULD BE 'NS-ALLED PER CHAPTER 5 OF THESE PLANS.
13. REFER TO SFT EET C6 10 FOR CONS TRUC ICN SEQUENCE.
I
1T
10' 0' IO' SG' 9G'
J`�
C
L
CL
0
u
0
Lu
It
L
z o
3 J

Z O
i
ST:JCKFILE; STAGING
w AREA
FEMA FLOODWAY -J
- ENCROACHMENT LINE
C-7
ORARY CONSILC EMNCEEXITTRIO
EN'
i
- - - `�`� �e COMMUNITY ENCROACHMENT�
LINE
EROSION CONTROL LEGEND
LEGEND
-- --.- -- -
`XIS 5 _ON'O..'RS .. Ali
E%.',. JG SANITART
-- -
EXiS- ('CONTOURS
FX,6 INGVJA"E=, IALY'F
.........
LIMITS OF�"ONSIRJCTIG^J
_-.-. -.-.. EXI:`NG OVERT EAI ELECTRIC
DENUDED LIMITS
ti ❑ -C. —�
TEMPORARY 5 LT FENCE I-
EXISTING W-1 BR'L NE
I'
E --%I N-.AN17AR' SEWER
.RJCTION
TEMP CONSTRUCTION
ENTRANCEEXIT
EY STIVG S-'OPJi DRAINAGE
>
o
- E\ TINGGA^liiJ.':
P.00<CHEc"DAM
=' G
GOC(.:
_-.... EXIS-ING,jINDERGROUND CABLE
O:n�
s
Q
-% G" T"VO:E
a
SILT`ENCS NLE-PROTECTION
EX!ST.NG CA,CH BASIN
EROSION CONTROL NOTES:
I. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WI'H THE IJ. C.
EROSION A,NDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL
2. Cf SITE BUR'AL P TS REQUIRE AN ONSITE DEMOUT,ON IANDPLI PERM T FROM
FROM'HE ZONING ADMINISTRATOR..
3. .AN GRAD NC, BF"OND THE DENUDED LIMPS SHOWN ON THE PLA4 1S A VIOLATION
ANLIS SJBJEC' TOA FINE.
GRAOINr. MORE THAN ONE ACRE WITHOUT AN APPROVED EROS O,! CON—OL
^PL4 , IS A V'OLATION AND 15 SJBIECT T O A `INE
F
STABILIZATION IS THF BEST FORM OF EROSION CONTROL TEMPORARY SEEDNG S
NECESSARY ', O ACHIEVE EROSION CONTROL ON LARGE DENJDED AREAS AND
ESABC '.ALL Y WHEN SPECIFICALLY REQJIRED AS PART Of . HE CONSTR.JC-IOP:
SEQUENCE SHOWN ON INE FLAN.
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2.1. FILL SLOPES GR.FATERTHAN 10'
REQ'JIRF ADEQJATE TERRACING.
i. APPROVAL OF THIS PLAID IS NOT AN AUTHORIZATION TO GRADE AL-, CENT
PRDPEERTIES.WHENFIEL:CONDITIONSWARRAN-OFFSITEGRAD'iV FERMISSIGN
I'll I BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
B. ALL SLOPES MUS'.BE SEEDED AND MULCHED WITHIN 15 WORKING 0.415 OR X
CALFN JAR DAYS, WHICHEVER IS SHORTER, ALL OTHER AREAS 15 WGR:?IYG DAYS On
90 CALENDAR DAYS WHICHEVER IS SHORTER. REFER TC EROSION CONTROL
ORDINANCE FOR ADDITIONAL REQUIREMENTS.
9. A I EROSION CONTROL DEVICES FOR DAM IMPROVEMEN- CONSTRUCTION SHALL
REMA N UNTIL SITE HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLT
S T ABI UZED.
I G. ADO: O,N'AL MEASURES TO CONTROL EROSION AND SED'. ME'- MAY BE REQUIRED
Y THE EROSION CONTROL INSPECTOR.
LFVAT'.ONS ARE IN REFERENCE TO THE SURVEYCRS BENCy MARK WHICH
u r BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR',O GROUND
BP.EAKING.
12. ALL EROSION CONTROL FROM TOP OF TERRACE TO TOP OF TEP.RACE IS DESIGNED BY
SUCK F,NGINEERI NG AND SHOULD BE INSTALLED PER CHAPTER. SOL THESE PLANS.
13, REFER TO SHEET C6.10 `Ori CONSTRUC-10N SEQUENCE.
DENUDED ACREAGE: 11.46 AC
SOIL `.PER
COB- CECIL -URBAN' LAND COMPLEX - 2 TO 8 PERCENT SLC?ES
Ur- URBAN LAND
t�m
Z
W
Lu
LuF
LLI
L
uO-
Q w
w
uj ®
C
Z s
c
cd
CL
0
0
U
C
O
N
O
Lb
V,
re
s
EL
T
z
I
c.
T?_�
R,
--------- - - -
I'
- r
>
o
=' G
GOC(.:
•______-_-_.-__ .__.---_-
O:n�
s
Q

I
— - - -- -- - — - EROSION CONTROL NOTES:
EROSION CONTROL LEGEND LEGEND
!. ALL EROSION CON FROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C.
- - - - - - - - -- - - EXIST. 5' CONTOURS EXISTING SANITARY SEWER MANHOLE 3. ANY ANDSED SENT CONTROL PLANNING AND ON L N MANUAL
EROSIONn
2. ON-SITE BURIAL N 5 REQUIRE RA ON-SITE DEMOLITION LANDFILL PERMIT FROM f■■
- EXISF. I' CONTOURS EX.S'NGS WATER VALVE
FROM HE ZONING ADMINISTRATOR. G •
j RAD.NG BEOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION Z d
— PROP. IC'CON?OURS AND IS SUBJECT TO A FINE.m
[`:;i T LNG OVERHEAD ELECTRIC , k GRADING MORE i HAN ONE ACRE WI: HOUT AN APPROVED EROSION CONTROL
PLAN',5 A V:CLATION AND IS SUBIECT TO A FINE.
m
EX STING WATER LINE
PROP. 2' CONTOURS EXISTING SANITARY -EWER E. STABILIZATION :S HE BEST' FORM OF EROSION CONTROL TEMPORARY SEEDING S
LIMITS OF CONSTRUCTION. .. NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND a
'' ESPECIALL WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION LL
DENUDED LIMITS N
- - �,. v
SEQUE CE SHOWN ON THE PLAN. N
TEMPORARY SILT FENCE EX,.STING STORM DRAINAGE : E. SLOPES STALL BE GRADED NO STEEPER THAN 2:1L F',LL SLOPES GREATER THAN 10' E Al
REQUIRE ADEQUATE TERRACING. "'-•--••.
'.. TEMP. CONSTRUCT 0% EXISTING GAS LINE % APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT '-Y� •4�=-- -.._` e o Q
PROPERTIES WHEN FIELD CONDITIONS WARRANT OFF- SITE GRADING, PERMISSION m
;EMP.
-' /` - Z
MUST 8 ES RINE J FROM THE AFFECTED PROPERTY OWNER
- - EXIS-IN�U"JDERGRO'JND CABLE
B. ALL SLOPES MU,TDAYS BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR30
D
CALENDAR OAYS,'NH:CHEVEft IS SHORTER. ALL OTHER AREAS IS WORKING DAYS OR ' m
ROCK CHECK T'AM EXIS VG U ILITY POLE ALL CALENDAR DA'LS WHICHEVER IS SHORTER.
O CALEN R. REFER TO EROSION CONTROL
ERO
SILT F -NCE INLET PROTEC-ION EXI-"NG CATCH BASIN REMAIN UNTIL SSj THAAS BEEN BRODUGHDEVICES FOR DTAM IMPROVEMENT TO FINAL GRADE ANDNSTRUCTION ShAUL
PERMANEN PERMANENTLY
ORDINANCE FOR ADDITIONAL ONAL REQUIREMENTS_
L-' STABILIZED.
10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT M y BE REQUIRED
BY THE EROSION' CONTROLINSPECTOR.
Ii ALL ELEVATION_ ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH
DENUDED ACREAGE: 11.46 AC MUST BE ERFIED BY THE GENERAL CONTRACTOR PRIOR-0GROUND
BREAKING.
SOIL TYPES: i2. ALL EROSON CONTROL FROM TOP Of TERRACE TO TOP OF TERRACES DESIGNED BY
CL'B- CECIL -URBAN LAND COMPLEX .2 TO E PERCENT SLOPES BUCK ENGINEER:NG AND SHOULD BE INSTALLED PERCHAPTER5 OF -HESE PLANS.
U,URBAN LAND 13. REFER TO SHEET C_5.10 'OR CONSTRUCTION SEQUENCE Q ��
U U
P, - _.
I�
/
w ,
i
0
U y
DENUDED LIMITS, TiP. - may,
r
1L
KENILWORTH AVENUE
�.
n" n s a n
sees
\ — _
i
,-,-IN CREEK CHECK -.-s ./ % _�,��• fwa -`�; .'u "'.- e> - .DED IMI S TTP.
�--- rr - +-_ --- -
�,. _ -DAMS, SEE CHAP. 5 6Y -- I"
2
BUCK ENGINEERING.
_
..., -----
--------_
,... .,<. ,DENUDED LIMITS, TVP. _-�� _'_t-=--,-. i- _. _-vr__ f"'".•.
�._ - ' ---� mac: � ` :�..�.` •T � -
\
ac �
O , .\ - \.
� - __ . �:. � ....., .-: .. ._., .. _�.--,� '�--'r-�• '. �' _-. ', . _^ ^. . ' / .• r�.1. - ,�. a.Of
— \. -
�,. S
—SILT FEN_E SE -CHAPS _- _.:_...-___._____ - _®-•- >-- \
.. � •' ; . '. .- .'�...:::....- _ __. _ _..... ,.. _ .._ ..- -... SILT FENCE SEE CHAP. _ ,\ •
..\. -._-- _.. _ ._.... - 1 \ . � ...,,, `. : . 'rte.
BY BUCK ENGINEERING. r. ,\,.. K ..,, -� -. _ - . \ \
I`. .?'"k-_ r: , , y _-. \',. BY BUCK ENGINEERING
�2' ROCK CHECKA.
x.. _ \
Q - , —
O LOW POINP. , . --_ -_- '\ \ _, -: \- .h� -..._ _.,,-� + ,._ ..:.:; \ ,�,, ,,.• �- - �_
_ \ -. _ - -
'o`'? ,. ::. •.>=� --� —, -\ "-�-. -_!'�. - - __ - - - ' ._ '-., \ :j'< \"`-s,ia...:. \ \ .:.... .. .. x �� , :._> - _ �,--�- _-- TOP OF TERRACE, SEE CHAP 5 B ,
✓ \ \ _ ._
•�-zm -BUCK FOR CONTINUATION -
—.
TERRACE, SEE CHAPS BY- :-. _. > - -. .�� "': �. ,._ � --_�— FENCE TVP. _
- ,. \ _
BUCIi FORCONTINUATIQN v
_ / �IG
S`70'C.AG
T ..BEA
—
,.. �. _ ._. .i' .. _-:_- -. _-... ..._._ "�.. --�_ '... �-6 '_ ---., ,.. �---`--_ f :: •a .,: r\a si __ i - _ TeMPORA CONSTRUCTION--\
EM'RAN ElEXIT > .I,
„. �_-:i" _'� __ .. '�_-. �__� ,t,. .,,_ '__,-�_Y_—._-_ IJP "----_ .� � •--r'M"�. - i� '--�-7-'
KINGS DRIVE 7
—
� —SILT FENC`eyTYP___.
f
FLCODWA7 - \ �- _:. _ f �;,;. - -:-K1DiG`�' / //�.`\� 4 O
-�
—SILT FENCE, TVP. � - - -
Lu
ENCROACHMENT LINE.. _ - -
CATCH BASIN INLET
a � �
PROTECTION, CMLDSLu
JN_
30.15, TVP. -
'-
--4n.
r
^ J-
_ \
-
u,
�, —DENUDED LIMITS TVP.
X \\\
COMMUNITY ENCROACHMENT-�
��NE ATO A R� Lu
FEMA FLOOD FRINGE LINE / �F1,C `\ J
Lij
VAA FUTURE CONDITIONS �`Ji,P� V� \� ✓
FLOOD FRINGE LINE
ISL Ly
w
i U O
\ i _z
Q w Q
�Vr a
wZ u
Ln 0 o
uj
�— : L
��. Z cV
w
U cd
f z Y Uhf
J F d
30' 0' 30 60' 20'
i
z
/ I g
Ln
> L

EROSION CONTROL LEGEND
LEGEND
EXIST 5CONTOURS I EX!S G SANI'AR" SEWER MANHOLE l
EX'S7. I' CONTOURS EXIST'IG WATER VALVE
\ \ I
PROP. !0'
CGNTOURS - - EXISTING OVERHEAD ELECTRIC
I it j _
PROP. 2 CONTOURS - F X'.STINC `NATER LINE
UM: IS OF CONS AUC', ON /
DENUDED LIMITS - - EXIST -NG SANITARY SEWER,
TEMPORARY SL ENCE URSTNC STORM DIRNNAGE �\
.EMP. CON ,JC11ON -
EXISTING J GAS L NE - - \ \ Z
ENTRANCHEX.T
- - '_X6TING UNDERGROUND CABLE
ROCK CHECK CAM :XIS .VCU L'-' POLE Z
_ EXIST NG CATCH BASIN
❑ SILT FENCE INLET PROTEC ICN I
% � S U
/\\- f N
EROSION CONTROL NOTES: �, �KZ -
�V FD
!, ALL EROSION CONTROL MEASJRES SHALL BE IN
ACCORDANCE WI H THE N.C.
EROSION ANDSEDIMENT CONTROL PLANNING AND DESIGN ANUAL 'Iel
]. ON SITE BURIAL PRS REQ U IRE ANONSITEDEMOLITION LANDHL PERMIT FROM
rROM THE ZONING ADMINISTRATOR
5
3. ANY GRADING BEYOND THE DENUDED LIMITS SHO`R'N ON H PLAN P. V!OLATCY .
ANDS SUBJECT TO A FINE
4. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROS ON CONTROL
PLAN 15 A VIOLATION AND IS 511EJECT TOA FINE.
5.
STABIL I ZA ION S THE BEST FORM OF EROSION CONTROL, TEMPORARY SEEDNC IS ,(y
NECESSARY TO ACH'.EVE EROSION CONTROL ON LARGE DENUDED AREAS ANDES WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION M.A.N.
SEQUENCE SHOWN ON THE\ -
6. SLOPES SHALL BE GRADED NO STEEPER THAN 2.1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATE TERRACING_y
7. APPROVAL OF THIS PLAN 15 NOT AN AUTHORIZATION TO GRADE ADJACENT DENUDED LIMITS, T"P.
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-S[TE GRADING PERMISSION /- \
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
\
8. ALL SLOPES MST BE SEEDED AND MULCHED WITHIN 15 WORK'. NG DAYS OR 30
CALENDAR, WHICHEVER IS SHORTER. ALL OTHER AREAS 15 WORKING DAYS OR
90 CALENDAR, DAYS WHICHEVER IS SHORTER. REFER TO EROS ON CONTROL
ORDINANCE FOR ADOITIONAL REQUIREMENTS.
9. ALL EROSION CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
REMAIN UNTIL SITE HAS BEEN BROUGHT TO FINAL GRADEAND PERMANENTLY r `
STABITIZEC.
10 BY T � I EROSION
RNALOS MEASURES TO CONTROL EROSION AND SEDIMENT MAYBE R_QU RED
BY THE E40510 D BY -HE INISPEC
CONTRACTOR PRIOR TO GROUND 'H'CH \
I, ALL ELFV TONS ARE IN REFERENCE TO T. E SURVEYORS BENCHMARK W ' —
MUSTBEVERI.FI
BREAKING LI V �_ • — — -- — _
12. ALL EROSION CONTROL FROM TOP Or TERRACE TO TOP OF TERRACE'S DES,CNEC, BY
- -
BUCK ENG'V EERNG AND SHOULD BE NL
STAED PER CHAPTER 5 OF THESE PLANS.
13. REFER TO SHEET C6.10 FOR CONSTRUCTION SEQUENCE.
DENUDED ACREAGE: 1 1.46 AC
SOIL TYPES: _. -- --- _'e-�`•tR ��' Tri -- —_ 'V _ _ -
CUB. CECIL -URBAN LAND COMPLEX - 2 TO B PERCENT SLOPES ?- ' ' ' • . , , , �" / - — _ __ _ - _ '
Ur- URBAN LAND - ...
f
\-4v
ALr
10' 0'10ID' 40'
z
I � =
X F c VJ
'3
SI
tU

i ZZ
/
x T-
I
�i
•• ..--
_
_ - \
1,
-
t
-- --�- -
\y
— _
i
IF
--
_•—SIL7 FENCE, SEE CHAPS
8Y BUCK ENGINEERING.
`
--- -- —
— ^
-
rop
«C,,,AP �� �,`-�_._. �__�- ��_._� - -.--
-_,-.CONTI
TER RA
N.ATI \ � • �_� --_t _ �_� - � . , _
i
��--
_ �C
Ss_
t z�
T
SILT FFNCF 'YF - -
L 8
-
i
—
FEMA FLOODWAY
ACHi SEP:LINE
_
. e __ A
- . _ -----
SILT FENCE: TYP. A`
ENCP.O/ - -
_ v.
-- r
T I
ac
�-
DENUDED LIMITS, TYP. � �-- - % -• � �� -- - -. - _ - - --
\ h-
�
\ COMMUNITY ENCROACHMENT -
LINE
Ik FEMA FLOOD FRINGE LINE
Z
\ FUTURE CONDITIONS J \ Z
.� FLOOD FRINGE LINE `� O
DENUDED ACREAGE: 11.46 AC
r O
I \
SOIL TY EROSION CONTROL NOTES: OA E
z - \ C.B. CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES �Q - 'u
Q \J` .ALL EROSION CONI MEASURE SHA B IV ACCORDANCE WITH THE V C.- !! \�
Ur- URBAN LAND EROSION ANDSEDIMENT CONTROL PLANNING AND DES:GNMANUAL.
2. ON SITE BURIAL PTS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM I N
_Z EROSION CONTROL LEGEND
FROM HE ZONINGAOM NIs RATO w
I ~ '� =XIST. S' CONTOURS —EGENC c 4 GFVD
PLAN TING V ORE THAN
AND IS ACRE
EJW rFTO A FINE
APPROVE EROSION IS A VIOLATION
\\ _ AA w
I AND IS SUBJ ECT TO A FINE , ` 1
Z S \ S NECESSARY TO ACH EVE EROSION CNORO'.SOPN LARGE DENUDED AREAS AND
S \ N
U EXISTING SAN ARY SEN'R MANHOLE
. ITAII ZAT,ON IS THE BES- FORM
SION CONTROL TEMPORARY SEEDING
ED
S
F - - - X15-. 1 CONTOURS EYING W A. Ek A,.VE RT OF THE CONSTRUCTION�qq
\ - ROP. IG CON O'JR5 EXIST: NG OVERHEAR. ELECTRIC '
ESPECIALLY
N SPEC,
LY
w EXISTING WA.ER,;NE REQUIRE ADEQUATE TERRACING.N- I
Q L l'CONTOJRS III' 6. SLOPESSHAL\L EE GRADED NOLSTEEPEERU 10.AN 2. I'ILL'LOPES GREATER TI -AN I O' /�- Q \
SEQUENCE SHOWN ON `
I P
I N \ MITS OF CONSTRUCTION' 7. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENTDENUDED LIMITS EXISTING SANI LAR" SEWER PROPERTIES. WHEN FIELD CONDITIONS WARRANT O•F-SITE GRADING, PERMISSION
f
-0—� gyp---EMPOIARY
SILT FENCE
I
w
-- EXISTING STORM -RAINAGE
:EMP. CONSTRUCTION
W�//
- EXISTING GAS L NE
LL
ENTRANCEJEXIT
u'U
z
O
EXISTING UNDERGRO—D CAELE
Q
OOOr�J'-��LJr �CCiJJ
BOCK CHECK DAM
Z�
U0°
EXISTING UT L""F]LE
EXISTING CATCH WIN
z
u� 2
.
S'.LT FENCE INLET PROTECTON
u Ln }
=
U
MUST BE OBTAINED FROM THE AFFEC. ED PROPERT OWNER,
8. ALL SLOPES MUST BE SEEDED AND MU.CHED WITHIN !S WORKING DAYS OR 30
CALENDAR DAYS. WHICHEVER 5 SI OPTER. ALL OTHER AREAS 15 WORKING DAYS OR
90 CALENDAR DAYS WHICHEVER 5SHORTER. REFER TO EROSION CONTROL
ORDINANCE FOR ADDITIONAL REQUIYEMEN-S.
9. ALL EROSION CON-ROL DEVICES FOR DAM IMPROVEMENT CONSTRUCT',ON SHALL
REMA'.N'UNTIL SITE HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
STABILIZED.
''. l0 ADD TIONAL M ASJRES TO CON.TIOL EROS ON AND SEDIMENT MAY BE REQUIRED
BV THE EROSION CONTROLNSPE GR.
I. ALL ELEVATIONS ARE IN REFERENCE O THE S URJEYORS BENCHMARK WHICH
MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIORTO.,ROUND
BREAKING,
ALL EROSION CONTROL'KON GP OF TERRACE'70 TOP OF TERRACE 15 DESIGNED BY
BUCK ENGINEERING AND SHOULD SE NS-AILLED PER CHAPTER 5 OF THESE PLANS.
13. REFER TO SHEET C6.10 FOR CONS 4U_' CN SEQUENCE.
® I�
0 8' !0' t_ ?0
E n
Q
w
4
W�//
LL
u'U
z
O
WU
Z�
U0°
z
u� 2
o
u Ln }
=
U
Luz
Ln>_u
o
Lu (]
O
J M
Lu
�. z
cv
Y L
�
E n
4
u'U

CAP
PIER A CAP RAILING CA.P
SECTION CC
SCALE: 1 11/2"- 1 1-01,
- - I'L'N'T-
f
PIER'A BASE
PIER 'A BASE i' PIL INTI-
SCALE 3/4"=C. - --- —
Ll( -RN V A
h CE ROE I?;TORE
X 3 i l GPA
PIER 'A'
PER 'A' CAP
3A__STER-
PER lASHAFT -
RER'.A' BASE
'IER A` UVDERCCIR'VC -
S'AIN S S_DOW'EL
SFE RIF'A PDLA1-
)RAiv,Tr-P
G $, -K ' -OR ?NSU ATIOA
Al,D FX >',SION
C CRE 'ISL
'RECAST PIER 5 4A
—S [R'A'_'EASED :A,L
-- ��- �IER'A U'VDER COPING DETAIL
068'
� f
I it
l -
3-723
SECTION AA
SCALE 1.1-! 1-01,
—
2 "
R 3 6 4.13:
f- --
R5a3
17 45..
PIER 'A' CAP
SCALE Y= I'-0" -
754 D2"
3.03°-.c
PIER 'A' BASE
SCA' E' 3"-1:-0" -
�B
I
i
SLE,
5,15`
I
PIER 'A UNDER COPING
SCALE 3"= P-0" - --
PA jNG
_--_ RA" LI',G C/,P
- RER'B' CAP
PIER 'B' CAP / RAILING CAP
SCALE. 3/4"=
32" "
i
6
PIER 'B' CAP
SCALE: 3 =1'-0'' --
-_ STAI'LLSS S FEEL _--OVVF_
SEERER S Cry. DE A!
_r, 1.77
- r 75•
-.-975
__-
-_. - - - - °OLY>'YR � "OR . I:SU:A71GP�tiD oNrANSION _ ✓ -
8782,.
CONCRETE FI
PIER'B EASE I 33-11
SECTI.
PIER B BASE / PLINTH f - O ----_---_-_- �1
— W
SCAM 14"= -- I
PER --- -- _
--- -
I � �a5=
SCALE 3 0"
.93
SE R I_' EAS
-TA ANLESSSH DUNE..
s"
'o`� / 2 .;NEER CDP',(, DET/,II-
3 725"
w
x � O
338' ��%� �� v i S,d6 _
S CION DD SECTION EE PIER'B UNUEr. C
OP If .;G
SCALE. 1C'— -
SCALE I /2`=! '_C^ --
- --- - - -- - --- --- --- ---
SCALE 3'-0"
PIER 'B'
I5" 7.481
- - - s
388,
c5' bJ
_._.—R 7
10.44" av' -. -R.343'
DEEP UNDER COPING PLINTH RAJUNG CAP
SC: �: - - - - -- -
X
- -
ELEVATION
SCAT -E, I '_
DECORATIVE RAILING
S ALt 3 -0 SCALE _ 0"
44
4'- #4 DOWE, PRO-R''�DIVS
I.. f2" FROM RAILING CAP
'!4' MORTAR I0IN7 T—.
PRECAST BA_USl
{ESS 'OI'\I"O A. -LOW
AOR POI"VTING AFTER ERECTED
'?'6'. S'STEEL J V _
POTRUI) V't: O C_.,D,!- CN
BALUSTRADE
SECTION —-- --- - - ---
SCALE."=1'-0'
R173'
L
PR -CAST R :�A
(1P?
LE �r
3u'
POLYS R N A51 O
AND EXANSION MATERIAL
84"
I
(OVER -AR ec.,A
I
,1 I
ONE RET HA D Z7" ACTED
176'
I
NOTE
HA E) ONr'P-C,c J C E E I_
c r., c. =1' 0
1, ER S aA-T rO BE Oh RETMX--K
XT-R'•.-
WIT'
WITI- MAX DMM CPA✓,_
SECTION FF
32" "
i
6
PIER 'B' CAP
SCALE: 3 =1'-0'' --
-_ STAI'LLSS S FEEL _--OVVF_
SEERER S Cry. DE A!
_r, 1.77
- r 75•
-.-975
__-
-_. - - - - °OLY>'YR � "OR . I:SU:A71GP�tiD oNrANSION _ ✓ -
8782,.
CONCRETE FI
PIER'B EASE I 33-11
SECTI.
PIER B BASE / PLINTH f - O ----_---_-_- �1
— W
SCAM 14"= -- I
PER --- -- _
--- -
I � �a5=
SCALE 3 0"
.93
SE R I_' EAS
-TA ANLESSSH DUNE..
s"
'o`� / 2 .;NEER CDP',(, DET/,II-
3 725"
w
x � O
338' ��%� �� v i S,d6 _
S CION DD SECTION EE PIER'B UNUEr. C
OP If .;G
SCALE. 1C'— -
SCALE I /2`=! '_C^ --
- --- - - -- - --- --- --- ---
SCALE 3'-0"
PIER 'B'
I5" 7.481
- - - s
388,
c5' bJ
_._.—R 7
10.44" av' -. -R.343'
DEEP UNDER COPING PLINTH RAJUNG CAP
SC: �: - - - - -- -
X
- -
ELEVATION
SCAT -E, I '_
DECORATIVE RAILING
S ALt 3 -0 SCALE _ 0"
44
4'- #4 DOWE, PRO-R''�DIVS
I.. f2" FROM RAILING CAP
'!4' MORTAR I0IN7 T—.
PRECAST BA_USl
{ESS 'OI'\I"O A. -LOW
AOR POI"VTING AFTER ERECTED
'?'6'. S'STEEL J V _
POTRUI) V't: O C_.,D,!- CN
BALUSTRADE
SECTION —-- --- - - ---
SCALE."=1'-0'
R173'
L
i
(1P?
LE �r
3u'
'1 89"
176'
I
BLUSTER ---
c r., c. =1' 0
LLJ
�W
V
z
LU
� vU-
Up°
z
0� W
V) r
Lu Z
\ :D(� /� v J
W ©� Q
J NF-
_Z V W
J �C V)
I
rte. 6
L
r
c �
(1P?
LE �r
3u'

77" —
FEMA FLOODVVA
ENCROACHMENT LINE
i
1
' r
1
�Q
i-
_z
Z
wl�
Z �
C
� � F
EROSION CONTROL LEGEND
---- -----
FF-,KST. S'CONTOURS
- ---------
I IST. ICONTOJRS
----
PROP. t0' CONTOURS
---- -
PROP.]' CONTOURS
.'
LIMITS OF CONSTRUCTION/
DENUDED LIMITS
CuB- CECIL -URBAN LAND COMPLEX
TEMPORARY SILT FENCE
2.ON-S�TE BURIAL PITS REQJAE AN ON-SITE DEMOUT',ON LANDFILL PERMIT FROM
TEMP. CONSTRUCTION
r'-
ENTiANCE/EXIT
:N vV
ROCK CHECK DAM
3. ANY GRADING BEYOND THE DENUDED LIM -5 SHOWN ON THE PLAN IS A VIOLATION
SILT FENCE INLET PROTECT11
47 _
�S
f
Io
0 i 0' 20' 40 ------ - - --
Z
Lu
Lu/
Li.
z
O
LIS
Lu u
Z
U o z
z
LULJ o
= O
Lu U
2 ° o
Lu p 0, o
Do W
Z
' N
1u co
�J �C �z aL
w
O
y
� < G /�
X
-XX GK
1 I
EROSION CONTROL NOTES:
DENUDED ACREAGE: I!.46AC
AL i EROSION CONTROL MEASURES SHALL BE '.N ACCORDANCE WITH THE N.C.
SOIL TYPES:
IROS ON ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL
CuB- CECIL -URBAN LAND COMPLEX
- 2 TO 6 PERCENT SLOPES
2.ON-S�TE BURIAL PITS REQJAE AN ON-SITE DEMOUT',ON LANDFILL PERMIT FROM
U, URBAN LANDFROM
THE ZONING AIM'NIS-RATOR.
3. ANY GRADING BEYOND THE DENUDED LIM -5 SHOWN ON THE PLAN IS A VIOLATION
_
ANDM SUBJECT To AFI NE,
LEGEND
J. GRANC MORE THAN ONE ACRE `N'.THOUT AN APPROVED EROSION CONTROL
MORE
'
..AN IS A VIOLA 1014 AND IS SUBJECT TO A FINE.
SII
5. S"ABILI ZATON IS THE SESF FORM OF EROSION CONTROL TEMPORARY SEEDING'S
EXISTING SANITARY SEWER MANHOLE
NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
1
ESPECIALLY WHEN SPECIFICALL` REQUIRED AS PART OF THE CONSTRUCTION
EXISTING WATER VALVE
SEQU[NCE SHOWN ONTE PLAN.
6 LOPES SHALL BE GRADED NO STEEPER 'h AN 2:1. FILL SLOPES GREATER THAN 10'
EX. STING OVERHEAD ELECTRIC
REQi!IRE ADEQUATE TERPAC'. NG.
]. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
- - --
EXISTIN"NATER UNE
PROPE3T ES. WHEN F. END CONDITIONS WARRANT OFFSITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER.
EXISItJG SANITARY SEWER
WITHIN
B. ALL SLOG5MJ BESEEDED AND ., N 15 WORKING DAYS OR 30
CAiENDAR GAYS WHICHEVER IS SHORTER. ALL O'MER AREAS IS WORKING DAYS OR
EXISTING STORM DRAINAGE
C CALENDAR DAIS WH CHEVER 15 SHORTER REFER TO EROSION CONTROL
CE FOR ADDIT'. CNA, RE UIREMENTS .
Q
I
-.
i
IC
EXTING GAS LINE
9 ALL EROSION CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
REM' N UNTIL SITE HA5 BEEN BROUGHT O FINAL GRADE AND PERMANENTLY
EXISTING UNDERGROUND CABLE
TMAN
ABIL--
10 ADDTONAL MEASURES TO CONTROL EROSION AND SEGMENT MAY BE REQUIRED
I B THE EROSION CONTROL INSPECTOR.
eX'S"I V J -L'Y POI E
. I. ALL ELEVATIONS ARE N REFERENCE TO THE SURVEYORS BENCHMARK WHICH
MUST BE VERIF ED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
-.
EXISTING CATCH BAS,N
BREAKING
l 12. ALL ERO '.0N CONTROL ROM TOP OF TERRACE TO TOP OF TERRACE 15 DESIGNED BY
j
S.1CK ENG VEERING AN M LD BE INSTALLED PER CHAFFER5 OF -HESE PLANS.
-
E. PIFER TO SHEET C5-10 FOR CONSTRUCT ON SEQUENCE.
47 _
�S
f
Io
0 i 0' 20' 40 ------ - - --
Z
Lu
Lu/
Li.
z
O
LIS
Lu u
Z
U o z
z
LULJ o
= O
Lu U
2 ° o
Lu p 0, o
Do W
Z
' N
1u co
�J �C �z aL
w
O
y
� < G /�
X
-XX GK
1 I

EROSION CONI LEGEND LEGEND:
II. r�'.l?,✓ / III
Ll
�
E%,ST 5'CO^.'OURS
EXSTINC SA7,3.7ARY SEWER MA NHOLE
j
EXI_I. I' CONTOURS
EX Si:N'G WATER`JAtVE
I'.
PROP I C CONTOURS N _
X,$TINl OVERHEAD ELECTRIC
- PROP, 2 CCINTOURS
FxiS-ING WATER L NE
M.. C` CONS R CT'ON'
/4
I
•
-DENUDED LIMITS ' --- --
/•IND A."11 AR' SEWER
I
r -
/I
cMPORARt I LFENCE
F c - NG STORY DRAINAGE
TIMP CONS' RUCTION
EX NG GAS L INE ..
KENILWORTH AVENUE
-RS-1 LNG UND.RGRCUNO CA5LE
,I O
RJCK CIfECK DAM
I
I
S LT ENILE NILET. PRO.ECiION I
EROSION CON'MOL NOTES:
----"---
_
FR M . tit G 8E' ADM INISD, R.
r
?.AN , NGBE N„IHE DENUDED LMITS SHOWN ON'FE PLAN LP. VIOLA-iIQN
NU
SU OE.
AND UHE
HERE THAN
GRJS N -CRE HAR'ONE ACRE VVITHOU'AN APPROVED EROS ON CON;ROi
P Ah S P IO -R. 11ON AMC IS SJB,lECT TO A EINE.
•; 5 AB LIZA ONS THE BEST'ORM OF EROS ON CON ROL. TEMPORARY SEE 'NC..5
NECESSARY TO ArF,iEV6 EROS ON ON-ROL ON LARGE DENUDED AREA. AND
(-�- -- --SILT FENCE, SEE CHAR 5
-
ESPE -A WHEN SPECIFICALL-REQUIRED AS PAR, OF THE CONST CTGN
BY BUCK ENGINEERING. _w
SEQI NC IN ON THE FiAN
u. SLORES SMALL BE GRADED NO 57EEPER THAN 2:1. FILL SLOPES GREA'ER -FAN 10
REQu RE A _ EQUATE TERRACING.
v-
F, A""/AL OF TIT S PLAN IS NOT AN AUTHORIZATION TO GRADE AD ACENT
OF TERRACE - �—y<�
g CkAPTER 5 F Co
PRORR.E WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING. PEP.NSSION
O .R 7�UATIO 1
R. ALLLTOFESM.US BE SE O_D AND MULCHED WITHIN 15 WORK'.NG DAYS CR 10
CP ENDAA DA" WHICHEVER IS SHORTER. ALL OTHER AREAS IS WORKING- DA'S OR
DENUDED LIMITS, THP.
9U CALENDAR. DA 5 WHICHEVER 15 SHORTER. REFER TO EROSION CONTROL
NAN FFG l,�C ')NAi.REQUREMEN- -
f �
I/ <_':LT FF -NCE. THP.
R MA N JN -ii St TE HAS BEEN BROUGHT -O FINAL GRADE AND P MANENTLY
"Ie EIIED
AD T JN SUF O ONTROL EROSION AND SECIMENT .AY BER QU'RED
H "0"1"', co"—TR1SPECTOR.
11. AL VAT O 5 ARE IN REFERENCE -0 TIE SURVEYORS BENCHMARK WHICH
M BEVER '.E BYTHE GENERAL CONTRACTOR PRIOR TO GROUN
ER -AC G
I'S STOCKPILE STAGING
M AREA
BUCK ENGINEER NO AND SHO 'LD BE INSTALLED PER CHAPTER 5 OF THESE PJ.NS,
I FEMA FLOODWAY -
I:. REE -JS E:F -10 FOR CONSTRUCTION SEQUENCE.
ZZ KILT FENCE. THENCROACHMENT LINE
I O P.—;,\ /
ED
DENUDED ACREAGE .45 AC
UgLL
CJB ECII. URBAM1 LAND COMPLEX - 2 TO 8 PERCENT SLOPES
� TEMPORARY CONSTRUCTION /
'
y ENTRANCc`/EXIT
AZ
COMMUNITY ENCROACHMENT,
UNe
/
I
�
r
i
I FEMA FLOOD FRINGE LINE i
FUTURE CONDITIONS J
FLOOD FRINGE LINE
w
I
I \
1 J
EROSION CONI LEGEND LEGEND:
II. r�'.l?,✓ / III
Ll
�
E%,ST 5'CO^.'OURS
EXSTINC SA7,3.7ARY SEWER MA NHOLE
j
EXI_I. I' CONTOURS
EX Si:N'G WATER`JAtVE
I'.
PROP I C CONTOURS N _
X,$TINl OVERHEAD ELECTRIC
- PROP, 2 CCINTOURS
FxiS-ING WATER L NE
M.. C` CONS R CT'ON'
•
-DENUDED LIMITS ' --- --
/•IND A."11 AR' SEWER
0- —�--
cMPORARt I LFENCE
F c - NG STORY DRAINAGE
TIMP CONS' RUCTION
EX NG GAS L INE ..
-RS-1 LNG UND.RGRCUNO CA5LE
,I O
RJCK CIfECK DAM
EX i`1'RU ITIL: �^'w LE
S LT ENILE NILET. PRO.ECiION I
EROSION CON'MOL NOTES:
AL' '-CSI.N CON-RO MEASL;RES SHALL ISBN ACCORDANCE -T1 ?HE N.C.
EROS', ON ANDSSEDIMENT CONTROL PLANNING AND DE51GM MANUAL.
SITE DEMOLTION LDFiU_F RM.T FROM
• O-SITEBJ.,A-P,T REQUIRE AN ON A:N
FR M . tit G 8E' ADM INISD, R.
?.AN , NGBE N„IHE DENUDED LMITS SHOWN ON'FE PLAN LP. VIOLA-iIQN
NU
SU OE.
AND UHE
HERE THAN
GRJS N -CRE HAR'ONE ACRE VVITHOU'AN APPROVED EROS ON CON;ROi
P Ah S P IO -R. 11ON AMC IS SJB,lECT TO A EINE.
•; 5 AB LIZA ONS THE BEST'ORM OF EROS ON CON ROL. TEMPORARY SEE 'NC..5
NECESSARY TO ArF,iEV6 EROS ON ON-ROL ON LARGE DENUDED AREA. AND
ESPE -A WHEN SPECIFICALL-REQUIRED AS PAR, OF THE CONST CTGN
SEQI NC IN ON THE FiAN
u. SLORES SMALL BE GRADED NO 57EEPER THAN 2:1. FILL SLOPES GREA'ER -FAN 10
REQu RE A _ EQUATE TERRACING.
F, A""/AL OF TIT S PLAN IS NOT AN AUTHORIZATION TO GRADE AD ACENT
PRORR.E WHEN FIELD CONDITIONS WARRANT OFF SITE GRADING. PEP.NSSION
MUT BE O TAN D FROM 'HE A'FFCTED PROPERTY OWNER
R. ALLLTOFESM.US BE SE O_D AND MULCHED WITHIN 15 WORK'.NG DAYS CR 10
CP ENDAA DA" WHICHEVER IS SHORTER. ALL OTHER AREAS IS WORKING- DA'S OR
9U CALENDAR. DA 5 WHICHEVER 15 SHORTER. REFER TO EROSION CONTROL
NAN FFG l,�C ')NAi.REQUREMEN- -
9 AL, EROSRJN CCN ROLD EV CES 'OR DAM MPROVEMENT CONSRUC ONSF-ALL
R MA N JN -ii St TE HAS BEEN BROUGHT -O FINAL GRADE AND P MANENTLY
"Ie EIIED
AD T JN SUF O ONTROL EROSION AND SECIMENT .AY BER QU'RED
H "0"1"', co"—TR1SPECTOR.
11. AL VAT O 5 ARE IN REFERENCE -0 TIE SURVEYORS BENCHMARK WHICH
M BEVER '.E BYTHE GENERAL CONTRACTOR PRIOR TO GROUN
ER -AC G
_. A t EROSION C01 RO'_ FROM 70P OF TERRACE TO TOP OF TERRALE � DES GNED B`"
BUCK ENGINEER NO AND SHO 'LD BE INSTALLED PER CHAPTER 5 OF THESE PJ.NS,
I:. REE -JS E:F -10 FOR CONSTRUCTION SEQUENCE.
DENUDED ACREAGE .45 AC
SOI
CJB ECII. URBAM1 LAND COMPLEX - 2 TO 8 PERCENT SLOPES
„r URBAN LAND
0
C
O
U
r-
0
0
W
N
N
s
CL
II �5� ___. \\��
II. r�'.l?,✓ / III
Ll
�
cis
AWN ®Now«>r
MV i ��
Fu3 -
10' 0' 10' 2u• 40'
<s� «,
U

ROCK CHECK DAM
N.T.S.
r� DESIGN TOP WIDTH 20
4- FREEBOARD ---F _ !p%SETLEMENT
FLOW_ _.. ._ ..
I Z/�
logYlA/UM IB"MIN
. -� ____ _'9.1'/ASH =ECTED
GENERAL NOTES
I. BU LD RIDGE HIGHER 7F AN DESIGN AND COMPACT WITH WHEELS OF
CONSTRUCT.ONEQUIPEiENT. COMPAC'EDR!DGEMUSTATORABOVE
OES!GN GRADE AT ALL POINTS.
2. CHANNEL MUST BE CONSTRUCTED ON DESIGN GRADE.
LEAVE SUFFICIENT AREA T --.LONG DIVERSION TO PERMIT CLEANOUT AND REGRAU, NG
TEMPORARY DIVERSION DITCH
N.T.S.
BACKFILL MIN. B' THICK
LAYER OF GRAVEL
ft
- 4' MAY �; : --- 1.33 LB'LF STEEL POST BURIED
OR BURIED OR DRIVEN TO
T - -A IDEPTH OF IB' IN THE GROUND
TTN_=�_ i_l__'__j ~y, FILTER FABRIC
MAX
I
�-,-
B' MN.
V -TRENCH
H
III
COMPACTED FILE
EXTENSION OF FABRIC AND
.r
WIRE INTO THE TRENCH
- R - - FILTER FABRIC - ---- .33 LBLF STEEL POST BURIED
ue 'E
-pg OR BURIED OFB' IN OR DRIVEN TO
', DEPTH GF' THE GROUND �� WIRE
7=i L
--- -- ------------- - GENERAL NOTES:
_ I. DRAINAGEAREASHALE PER iOFEEL BE LESS THAN 1,4 ACR iOFFENCE.
2. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED S FEET.
B. FOR REINFORCEMENT OFFABRIC, USE 14 GAUGE MESH WITH 6" SPACING.
4. CONSTRUCT FENCE FROM A CONTINUOUS ROLL JOINTS SHALL OVERLAP BY
10 (.) EAI -tan g, N he I 4WMUM.
,. FF WIRRE MESH IS USED, FENCE POST SPACING MAY BE 8MAXIMUM.
6. DO NOT ATTACH FABRIC TO EXISTING TREES.
El,T. INSPECT FENCES WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL BE
MADE IMMEDIATELY.
..uaav .owluTL . I„ALsd I T' Ir •:; B. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE STOWAGE
VOLUMES.
9. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE.
SILT FENCE
N.T.S.
2'k4' WOOD FRAME
15' MAX - -
_\_`� 3 MIN.
---L
MRX
GENERAL NOTES
1, ENSURE FABRIC DOES NOT DIVERT WATER OVER CUT CR �i , ORES.
2. 57, ARE FABRIC CLOSE TO INLET TO ENSURE OVERFLOW' DAEC-LY:N'
INLET.
3. FABRIC SHALL BE PERVIOUS NYLON. POLYESTER OR ETHYLENE YARN'
L&I'N MIN.J.
4. FABRIC SHALL BE CUT FROM A CONT'NUOI;S ROLL TO EUMNATE O
5. TOP OF FABR'C SHALL BE BELOW GROUND ELEVATION OF DC_WNI LC
'.O PREVENT BYPASS,
6, FOR STAKES, USE 2 x 4 NCH WOOD (PREFERRED) OR EQU ALEN- ME
WITH A MINIMUM LENG-H OF 3 FEET,
7. SPACE S' AKES EVENLY AROUND THE PERIMETER OF THE NLET A
MAXIMUM OF 3 FEET APART A SECURLY DRIVE THEM INTO THE
GROUND APPROXIMATELY 18 INCHES DEEP.
E. TO PROY N DE NEEDED STABILITY TO THE NSTALLATIOAMEWI'IT
A
4: NCH WOOD STRIPS AROUND THE CREST OF THE OVCRFLDW ARE,
A MAXIMUM OF 1.5 FEET ABOVE THE DROP NLET CREST.
9. PLACE THE BOTPOM 12 INCHES OF THE FABRIC IN A?RENCH AND BA
TRENCH WHFH AT LEAST 4'NCHES OF CRUSHED STONE OR 12 I TCHES
COMPACTED SOIL.
^.FASTEN FABRIC SECURELY TO THE STAKES AND FRAME OINTS MUST
OVERLAPPED TO THF NEXY' STAKE.
I. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE CRC
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RU:NSITF FRI
BYPASSING THE INLET. iT MAY BE NECESSARY TO BUILD A TEMPORARY
THE DOWN SLOPE SIDE OF THE STRUCTURE
TEMPORARY FABRIC
�IEL•1s- �(���FRAME
C
CROP INL_GAT
,.... GENERA NO FS:
r
1. RIPRAP SIZE TO BE CRASS I.
CORNERS
.. CFECK DAMS MAY BE USED IN SLOPING DITCHES OR
OR CHANNELS TO SLOW VELOCIT'r ORTO CREA E
SEDIMENT TRAPS.
PL
Y
Hr_ .,.. B,_
�T N --
ROCK CHECK DAM
N.T.S.
r� DESIGN TOP WIDTH 20
4- FREEBOARD ---F _ !p%SETLEMENT
FLOW_ _.. ._ ..
I Z/�
logYlA/UM IB"MIN
. -� ____ _'9.1'/ASH =ECTED
GENERAL NOTES
I. BU LD RIDGE HIGHER 7F AN DESIGN AND COMPACT WITH WHEELS OF
CONSTRUCT.ONEQUIPEiENT. COMPAC'EDR!DGEMUSTATORABOVE
OES!GN GRADE AT ALL POINTS.
2. CHANNEL MUST BE CONSTRUCTED ON DESIGN GRADE.
LEAVE SUFFICIENT AREA T --.LONG DIVERSION TO PERMIT CLEANOUT AND REGRAU, NG
TEMPORARY DIVERSION DITCH
N.T.S.
BACKFILL MIN. B' THICK
LAYER OF GRAVEL
ft
- 4' MAY �; : --- 1.33 LB'LF STEEL POST BURIED
OR BURIED OR DRIVEN TO
T - -A IDEPTH OF IB' IN THE GROUND
TTN_=�_ i_l__'__j ~y, FILTER FABRIC
MAX
I
�-,-
B' MN.
V -TRENCH
H
III
COMPACTED FILE
EXTENSION OF FABRIC AND
.r
WIRE INTO THE TRENCH
- R - - FILTER FABRIC - ---- .33 LBLF STEEL POST BURIED
ue 'E
-pg OR BURIED OFB' IN OR DRIVEN TO
', DEPTH GF' THE GROUND �� WIRE
7=i L
--- -- ------------- - GENERAL NOTES:
_ I. DRAINAGEAREASHALE PER iOFEEL BE LESS THAN 1,4 ACR iOFFENCE.
2. DEPTH OF WATER BEHIND FENCE SHALL NOT EXCEED S FEET.
B. FOR REINFORCEMENT OFFABRIC, USE 14 GAUGE MESH WITH 6" SPACING.
4. CONSTRUCT FENCE FROM A CONTINUOUS ROLL JOINTS SHALL OVERLAP BY
10 (.) EAI -tan g, N he I 4WMUM.
,. FF WIRRE MESH IS USED, FENCE POST SPACING MAY BE 8MAXIMUM.
6. DO NOT ATTACH FABRIC TO EXISTING TREES.
El,T. INSPECT FENCES WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL BE
MADE IMMEDIATELY.
..uaav .owluTL . I„ALsd I T' Ir •:; B. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO ENSURE ADEQUATE STOWAGE
VOLUMES.
9. PREFABRICATED SILT FENCE IS NOT ACCEPTABLE.
SILT FENCE
N.T.S.
2'k4' WOOD FRAME
15' MAX - -
_\_`� 3 MIN.
---L
MRX
GENERAL NOTES
1, ENSURE FABRIC DOES NOT DIVERT WATER OVER CUT CR �i , ORES.
2. 57, ARE FABRIC CLOSE TO INLET TO ENSURE OVERFLOW' DAEC-LY:N'
INLET.
3. FABRIC SHALL BE PERVIOUS NYLON. POLYESTER OR ETHYLENE YARN'
L&I'N MIN.J.
4. FABRIC SHALL BE CUT FROM A CONT'NUOI;S ROLL TO EUMNATE O
5. TOP OF FABR'C SHALL BE BELOW GROUND ELEVATION OF DC_WNI LC
'.O PREVENT BYPASS,
6, FOR STAKES, USE 2 x 4 NCH WOOD (PREFERRED) OR EQU ALEN- ME
WITH A MINIMUM LENG-H OF 3 FEET,
7. SPACE S' AKES EVENLY AROUND THE PERIMETER OF THE NLET A
MAXIMUM OF 3 FEET APART A SECURLY DRIVE THEM INTO THE
GROUND APPROXIMATELY 18 INCHES DEEP.
E. TO PROY N DE NEEDED STABILITY TO THE NSTALLATIOAMEWI'IT
A
4: NCH WOOD STRIPS AROUND THE CREST OF THE OVCRFLDW ARE,
A MAXIMUM OF 1.5 FEET ABOVE THE DROP NLET CREST.
9. PLACE THE BOTPOM 12 INCHES OF THE FABRIC IN A?RENCH AND BA
TRENCH WHFH AT LEAST 4'NCHES OF CRUSHED STONE OR 12 I TCHES
COMPACTED SOIL.
^.FASTEN FABRIC SECURELY TO THE STAKES AND FRAME OINTS MUST
OVERLAPPED TO THF NEXY' STAKE.
I. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE CRC
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RU:NSITF FRI
BYPASSING THE INLET. iT MAY BE NECESSARY TO BUILD A TEMPORARY
THE DOWN SLOPE SIDE OF THE STRUCTURE
TEMPORARY FABRIC
�IEL•1s- �(���FRAME
Wl GRATE
CROP INL_GAT
El EXCESSAT
CORNERS
i
GENERAL NOTES
I A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
-RAN` C WILL BE ENTERING NG OR LEAVING A CONSTRJCTION SITE TO OR
FROM A PJBLir STREET.
2STONE TO BE 2 3 INCH WASHED STONE,
3. THE EN-RANCE S AL' BE MAIN?A NED INACONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS
CREXIS71NGPAIEMENT THIS MA" REQ'JIREFEFIODIC TOP DRESSING
WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR
CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATELY
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED,
IT SHALL BE DONE ON AN AREA STAB-LIZED WITH CRUSHED STONE
WHICH DRAINS INTO AN APPROVED SEDIMENT PAS N.
6. FILTER FABRIC SHALL BE PLACED UNDER THE ENTRANCE'EXIT AND
SHALL BE MI RAFI SW OR EQUAI
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
N.T.S.
D
RLL ��. �dT:LNTER
I NGr6
CvA . D AS B F �. PPE
STCIES ANGSECN
N, _._ d_
IIUS, C
dj
1'L CHARLOTTE - MECKLENBURG -- �- -
LAND DEVELOPMENT a (, I�r
DHS v 'VL- IRT.,TEC, %,?;.
STANDARDS g j
EROSION CONTROL NOTES:
SEEDBED PREPARAT ON NOTES
i. SURFACE 'A -ER CON -ROI. MEASURES -G BE INSTALLED ACCORDING TO
PLAN. COMPLETE GRA -INC BEFORE PREPARING SEEDBED.
2. AREAS -0 BE SEEDED SHALL M RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3''DEEP ON SLOPE;; 2.I OR'EATTEP. TOTAL SEEDBED
PREPARED DEP`H SHALE. BE <.' -06'11-1 -F SOILS ARE
COMPACT ED'JJR FA'YING LOG E\ -ROA DE°7H OF 6`lO8".
3. LOOSE ROL.KS FOOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE JRFACE TO PR N N R. ERENCE W TH ESTABLISHMENT
AND MA N FINANCE OF VTAT.N.
4. APPLY L ME ACCORDING :O SOIL ST IFC MMENCATIONS. SOILS
WITH PH I-. GHER TIAN 6 NLED NOl RE LIMBO- IF PHIS NOT
KNOWN, APF Y LIME R NG J 5EEDING SPECI;ICATONS BELOW.
APPLYLIMES ONE A G;N CRPOR INTO TOP d TO6'CF SOIL
5. APPLY ER ZER 4 R NL. TO SO ST RECOMMENDATIONS. '.F
NO SOL EL HAS B Pcn"CRMEC APF+ FERT'L:ZER ACCORDING
TO SEEDING SPECIE CAT NS BELOW.
6, ROUGHEN SEEDBEDSURFACE PRIOTO APFiIC,k7.ON. GRCDVF OR
FURROW'SLOPES S PE. N3:,.
7. FOR TEMPORARYSEED lCm OF ARAB' HICFI WIL NUT BE BROUGHT. TO
FINALGRAD E FOR MORE AN 304 VOFFNGDAY'.=OLLOVYHE
TEMPORARY SEEDINP C FICAT.Cf S BELOW
PERMANENT SEED NG SPECIFIC47 ONS jn �.
LOW MAINTENANCE AXLIS
STEEP SLOPES OR STONY. SI,ALLOVJ GR DRY SOILS_
DATES TMS --_ -RATE
AUG. 25 SEPT. IS TALL FESCUE 100 LWACRE
FEB. 15 -MAR. 2! ,ERiCLA LESPEGEZA 30L&ACRE
I:OBE'LESPECEZA IDL&.ACRE
GENTLE SLOPES A GE SOILS ___
AUG. 25 SEPT 5 FESCUE 60 L&'ACRE
FEB. IS - MAR. 2 SER ALE PE E_A 20 LBAC RE
CBE LESP - 10 LBIACRE
HIGH MAINTE'VA,NL A 5
G ENT LE SLOPES. SOU ':T.H A EIAGE OR BETTER MOISTURE. COOL 51 - CS
DATES TYPE -RATE
AUG. 25 -SEPT. 15 BLEND OF TWO TURF -PE 200-250 L&ACRE
TALL %ESCJES (°0%) AND
T.V O OR MORE KENTUCKY
BLUEGRASS':ARIc.IES (IG%)
GENTLE SLOPES, DRIER SOILS,.-HYSF:AL UMITATOI` S
AUG. 25 -SEPT. IS :LEND OF 50%!'-Y'1 TALL 2CN; .250LBACRE
FESCUE A.ND ;0% NiXTJ RE
O= ' WO OR MORE. TURF TYPE
1 ALL =ESC'JES
GRASS LI NED CHANNE'I-S, AVERAGE 6C_iLS
AUG. 25. OCT. TALL FESCUE 20DL&ACRE OR
e. -
SL&IOW SF
GRASS. NEC CHANNELS. DRY 5011-1
APRIL 15 -JUNE 3: CIMHOI BERMUDA GRASS 40 80 LB ACRE OR
- 2 LBJ I OW SF
AMENDMENTS SHALL BE APPLIED AT 'II RATE Or 110W L&ACRE OF GROUND
AGRICULTURAL LIMESTONE AND I000 L&ACRE OF 10-10-10 FER i!LIZER
DRY SOIL GRASS .':NEC CF. NNFLS SHALL USE 3000 LBIACRE OF GROUND
AGRICULTURAL L,MESTCNE AN W L&AC. E I0 0 10 FERTILIZER
MULCH SHALL M APPLIED A HE RATE OF AM &.ACRE OF STRAW.
STRAW SHALL BE ANChIOR A KING V : HI ASPHALT. NETTING OR MULCH
ANCHORING TOOL ,U OR 'X ELSIOR MA. NG SHALL BE U5E0 IN GRASS
LINED CHANNELS O CAL CILIATED HIGH VVAT, ER DEPTH
TEMPORARYSEEJ NG SF C ATCNS
DATES TYPE RATE AMENDMENT
JAN.I-MAYS RYE(GAN; LBIACRE 200 L&ACRE G.ROJND
FEB. I5 MAR. 21 ANNUAL I ESPEDEZA 5C LBIACRE AGRICULTJRAL LIME-
'JR!,RE `_TONE AND 750 L&
ACRE OF I0-! 0-10
FERTILIZER
MAYI -ALJG. 15 GERMAN MILLET 40 L&.4CRE 2WOL&ACREGROUND
AGRICULTURAL UMI_
STONE AND 750 LE'
FACRE OF 10-10-10
'RTIU.ZER
AUG. I5 -DEC 30 0.'!E !GRAIN) IRO LIN -.RE 2000 LBIACRE GROUND
AGR!CULT Ufi.AL LIME
STONE AND1000 L&'
ACRE OF 10-10.10
FERTILIZER
MULCH SHALL BE APPLIED AT `HE RATE OF 4000 L&ACRF ST RAW. STRAW SHALL BE
ANCHORED BY-ACKING V+i'IT ASPHALT. N"T NG OR M'J'_CH ANCHORING TOOL
GRADED SLOPES AND -ILL, 1.11 ANGLE FGR, GRADED SLOPES AND F'TLS SHALL BE NO
GREATER THAN THE ANGLE WITCH CAN BC P,F'1ANED B" VEGETATIVE COVER OF
OTHER ADEQUA-E EROSION CONTROL DEVICES OR STRUCTURES, IN ANY EVENT,
SLOPES LEFT EXPOSED SHALL. IN T-' N i 5'W'ORKI.NG DAYS GF COMPLETION OF ANY
PHASE OF GRADING BE PLANT ED C4 OTHERVJ.. SE PROVIDED WITH GROUND COVER
DEVICES OR S?RUCTLRES SJURL ENT TO RESTRAIN EROS ON
GROUND COVER-WHENEV LAIC DIS jl..G ACT'. 1 Y S UNDERTAKEN ON A
TRACT COMPRISIN G MORE A ON ACRE ''F MORE THAN ONE CONTIGUOUS ACRE
IS UNCOVERED A GROUND COVER UFF I J O RESTRAIN EROSION MUST BE
PLANTED OR OTHERWISE PCVIDE WITHIN 15 WORR;NG DAYS ON THAT PORTION OF
THE TRACT LI WHICH RTH, R AC 7AE CONSTRjC'; ONS NO' BEING
UNDERTAKEN PRO.IDEG PAT THIS SHA NO APPLY O CLEARED LAND FORMING
THE BASIN OF A RESERVC' i LATER TO BE INUNDATED.
EROSION CONTROL NOTES: CONSTRUCTION SEQUENCE:
I. ALL E ROSION CONTROL MEA 'RES SHALL B:I ACCORGA NCE WITH THE.` C, I OBTAIN GRACING PERMIT AND AL GTHEY. APPLICABLE PERMITS PRIOR TO
EROSION ANDSED MCNT CONTROL PLANNING AND DEIGN MANUAL ANY LAND DISTURB NGACVT.
2. ON-SITE BURIAL P'S REQU :RE AN OF, -SI -E DEMOLITION LANDFILL PERMIT FROM 2 SCHEDULE A P,' E-CONq-RJC-.ON CONFER NCE WITH THE OWNER ALL
FROM THE ZONA:, ADMINSTIATOK CONTRAC70` O , LAND I URBANCE A YD OP. EROSION CONTROL.
3. ANYGRADING BEYOND HL DENUDED LIMITS F'O•WN ON THE PLAN IS A VIOLATION AND EROS ON CONTROLA H.RI FERSONNEL TO DISCUSS THE PRO,c_CT
AND IS SJBJECT TO A FAND THE EROSION CONTROL PIAN.
4. GRADAPPROVED NG MORE THAN O4 ACRE W IT1-0T 3, FRAC THE CONS 0. ON LIMITS AND MARY ANY TREES OR ANY EXISTNC
IAM APPRO E. . EROSION CONTROL
PIAN IS A VIOLATION AND :' SUBECT 70
CTURE
.
' S 0.0DOTED :O
5STABILIZATION 15HE B S FM O ERINCON PU TEMPORARY SEEDING IS 4 STABLIZECONSTRUCTION ACCESSES . ,JS N ROUTES AND
NECESSARY TOACHEVE FF ON ON LARGE DENUDED AREAS AND E U,PMEN' FARKINC.AREA WFH GRAVU, AND TEMPORARY VEGETATION.
ESPECIALLY IHCW S ECHE REQUIRED
PART OF' F CONSTRUCTION 5. INSTALL SEDIMENT FENCES, EMPL, ARY RUC{ DAMS,AND AL OTHER CTHEk
SEQUSNICE SHAL OWN ON Y Plt. EROS ON CC RGL DEVICESAFSHOWN ON PLANS AND AS REQUIRED By THE
6. SLOPES SHALL BE GRACED NO Er, F.'.HAN .L_SLCPE ..BEATER THAN :O' FROS'ON CCN RG' INSPECTOR
CR
REQUIRE ADEQUATE TERRACING 6. PERFORM LAND C' AR'N , .AND GRADING.
] R
APPROVAL OF THS PLANS NOT AN ACED T T. AS CJLVERT s REMv T:D AN- 5 REA BANKSARE GRADED RELOCATE SL
-
PROPERTIES
NE TH CZA .ON TO GRADE.AD J
PROPERTIES WHEN = ELC CO ONS .]TWAIIRANTOFF-SITE GRAD NG PERMISSIONFENCE AT TOP OF BANK TO NEATIP OF BANK _CC4TION PS GRADES CHANG,
.
MUST BE OBTA'NE_ FROM THEAFFECTED FR .FR 'WNER. B PROTECT AMD MAIN-A''.AL, EROSION CONTROL DEVICES AT ALL-IMES.
B. ALL SLOPE SMUST RESEEDED AND MULCH G WTHN 15
'WORKING DAYS OR9APPLY
APPLTEMPORARY Nl PERMANENT `A n ' TON'SE.
SEED
NG SODDING
CALENDAR VHIGH FTt ALR AREASIS WORKING DAYS OF MULCHING ANON NAL REAS
90 CALENDARDAYS WH FEV IS HDR R,FPTO EROSION CONTROL STABILIZE10 ALL OP -f PLAS. r50 A110 LANDSCAPE .
WiTh BEES. SrRUW.
ORDINANCE FOR ADD 7 JA_ R Q EMEP 5 SE DING, ETC.
9, ALL EROSION CONTROL DE. : S OR DAM IMPROVEMENT CONSTRUCTION SHALL . MAINTENANCE NSP AL BE . PERFORMED AND DOCUMENTED WEE<
REMAIN LINrIL SITE SAS BEER 3iCUGHT 71 FNAL GRACE AND PERMANENTLY AND AFTER EVERY I,,INCH A NrAI.L F VENT. ANY AND ALL REPA'RS SHALL BE
STABILIZED. PERFORMED IMMIEDIA LY AND ' 7 I-MEN.ED IN T HE INSPECTION LOG.
IO. ADDITIONAL MEASURES TO CONTROL ER ON AND SEDIMENT MAY BE REQUIRED REFERENC'c NORTH CAROLINA IROSON AND SEDIMENT CONTROL MANUAL
BY THE EROSION CONTROL INSPECIOR, SECT IONS 6 C 602 FOR ADDITIONAL NFOKMATION. ENTIRE SITE MAIN'-ENANCE
I. ALL ELEVATIONS ARE IN E E NCE TOT'. S:.:VEYORS BENCHMARK WHICH DURING CO'JS RUC"ON SHALL BE HE SOLE RESPONSIBILITY OF THE GENERAL
MUST BE VERIFIED BY THE GENERAL CONTRNCTOR PRIOR TO GROUNDCONTRACTOR
BREAKING. 12. UPON CONSTRUC71ON COMPLETION THE PROPERTY OWNER ACQJ. RES ALL STE
12. ALL EROSION CONTROL FROM I OP OF TERRACE TG TOP OF TERRACE IS DESIGNED MAINTENANCE RESFCNSIBIU7ES.
BY BUCK ENG'NEE RING AND SHO,L LO BE INSTALLED PER C: IAPTER 5 OF THESE
MANS. DENUDED ACREAGE. 1146AC
SOIL TYPES:
Cu& CFCiL-URBAN LAND COMPLEX - 2 TG 8 PERCENT SLOPES
Ur. URBAN LAND
Q
BEFORE YOU ENGI
CALL i--600-632-4949
N.0 ONE -CAL L_ CE=NTER
STB THE LA`J I
U
Z d
Y ,
Va
E
12 -Q
. m 3
� �$1
c\�j?
z
W
W
io�
U z
O
W L<
W
U
Z�
Up°
z
C/3 �rw� 2
, C
V (O
W z U
N^J
y p Y I
U ,0
Lu o O
0, Lb
7
1-Z; ct
Z
O
F< o 0
Cider _ u
FZ Z1�LL� x �iei
3u U22n ;0�L_

I
S U
Q
r_
— ------
-
-
,
i
aw
-- -
y
KENILWORTH
'� OF
AVEN _
—
;.
— ——� �.
------------
Av
-----------------
w
A 4 SAN. SE ER .... -
CZ���- v A
_�.__, -- A -
TOP OF TERRACE, SEE CHAP 5 @Y
��
�' ✓1 : _�:rte= ----� BUCK FOR CONTINUA:,ON - -
.a/- - _
;--- .<.,F .�\ '. . -'� z
J-i�*NtiL " .a ' 's �— REFER TO IRRIGATION GLANS - Z
"r;e� OR CONTINUAT N
'>' • T I" r -. _ .`'ate <.__ �� • ,} 2' WATER LINE I UNDER
LINE„ JNCcR .. m_,c_. c. �, �� �.
EDGE OF SIDEWALK, TYP. __y�-_+',2' REDUCED -.-__ ,;,. " ��/�., �_ _ �— .EDGE OF SIDEWALK, TYP. •._{ — -"i„S' L
"sa __. �' � ��, = ,...._ `!ur,„ -�; ” =-J/�-"' x. '� ].
DOMESTIC WATER \ ` �— I�
..---'" ...METER _ f, - :. __-'-�� :_ ..+' \ `, -4 - •2" REDUCED - •� --'7. / / ' O
.•. :. -- '-'.- -., _ -°�� ..:-- _—_ � '� �P � . � _- --
'. ,. , .•.:.` "..,.' •�+w-ti-p___ .- - PRESSURE @FP _ -
TRIM 2" DOMESTIC WATERY+ _ MTE0. .;._•__----__- - _ �,, / / I] �JAS/ G¢4 -
_ _ J
;h - - 2"iRRIGATION ME�fER
— ------ _ -
2S,ATFrW1tVf �
Q
M
a � tl
MI
@"X2'TAPPINGS
LEEVE' -,/ .;.., _' ., '. __.__.._ ...._. ..-�'`•- .-::_,>`_� _ — _ _'., ,- ' I^� <„---� _ ___ _ -.-r_ _\„` � > 7
:
AND VALVE7uj
/ _ ..
LLI
'---"--- _ PING SLEEVE
` F'eMA FLOCOWAYn-
1 v_ ENCROACHMENT UNE `� !Q J -: , - �= _ -�- � - , AND VALVE
_
Nee
\�\ \ ��(��• i/, COMMUNITY ENCROACHMENT) \ S0C7 (� \� O
\\\ \\ ti
FEMA FLOOD FRINGE LINEJ \V
�� —�� _ /• FUTURE CONDITIONSLLJ `�
FLOOD FRINGE LINE F�\\
G \,
BACKFLOW PREVE[NTER. NOTES: UTILITY NOTES: STORM DRAINAGE MOTES:
HENTALLA'ION LOCATION Or ALL SAC:,LOW°RE`JENT CN..$MB.IL_, BF"„
AL WORKi:A'.0 MLY '.H ALL APPL CABLECOGFS, REGULATIONS, AND OR LOIJI
S. SERVILE TAPS(21NCH%OR WATER, FOR iANITgRYSEWER, AfJ02iNCH FOR
I) RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT OR AT FINISHED GRADE IN
1]) NEW FINISHEU CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE
_SHALL
S 4 'DARDS :I POSED _ LUCA_ UTILITY AND CITY OF CHARLOTTE AS APPLICABLE.
IRRiGAT'7NI ARE REQUIRED AS INDICATED ON THE PIANS. THE CONTRACTOR SHALL
UNPAVED AREAS.
PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED,
AN AREA' HAT PROVIDES A SAF .NCR, NG E.JYRC VM N G TNG A:'JD
•4A
Cl VERFM pNDIOR OBTAIN ALL NEEDED ENCROACHMENT
COORD:'JATE THE EXACT LOCATION OF THE TAPS.
PERM TS BEFORE WORK HAS BEGUN.
O` THE WORK SHALL RES. WITH THE CONTRACTOR DCNG THE WORK.
NTENANCE HIS AREA SHALL BE READILY ACCESSIBLE, AWA FROM . ELECTRICAL
ALL vJ.^.TEE, .4N i SEWER LNES STALL BE POL'iVI!JYL CHLORIDE FVC) EXCEPT AS NOTED
22) GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LCCAL SEDIMENT
2) RIM ELEVA-!ONS GIVEN ON THESL PLANS ARE APPROXIMATE AND ARE FOUR
18) HAD NG CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY
HAA RDS AND FREE FROM DIRT ,THE LOC.AT ON MUS' MEETREQ..REMENTS O`ALL LOCAL
.N PLA,Nc,CO..`RACTOR SHA'LI.PROV'IDE ALL MATERIALS AND APPURTENANCES,
IC. ALL WATER AND SANITARY SEWER MATERIALS AND CONS 5
TRUCTION HALL BE PER
INFORMATIONAL PURPOSES ONLY. ACTUAL R..M ELEVATIONS SHALL BE DETERMINED BY
COMEAN 'ES OR FIRMS HAVING FACUTIES ON OR ADJACENT TO THE SITE BEFORE
A,THCR'Tf5E E, P.ANNII'C ZONING,CI DEPARTMENT Or?RANSPv?:rATIDN
NECESSARY FOR E CN AL I.TION O HE UTILITIES. ALL PIPES Ah0 rl"- NGS
CMUD S'pNDARCS AND SPECIFICATIONS OR MEET INC BUILDING CODE, VOLUME
CONTRACTOR AND ADJUSTED 70 MATCH FIELD CONDITIONS,
DISTURBING, ALTERING, REMOVING, RELOCATING, INCONNGOIONWIT CONNECTING TO SAID
FACILITIES. CONTRACTORS SHALL ALL COSTS IN CONNECTION WITH THE ALTERATION
(CG(J`I OF. NORTH CAqOLINA,.EPARTMENT C' RANSPO`iTA ON.
A; 3. !'-i C' 3 .FIS 2' ..NGI'JSPEG.OR PRIOR TO BEiNC, COVERED.
I'. PLJMB:JG, AS APPUCABLE. SANITARY SEWER PIPE=SDR 35 PVC.
3)COORDINATE ALL CURB AND STREET GRADES AT INTERSECTIONS WITH iPJ$PECTOR
PAY
DFOR RELOCATION OF THE FACILITIES CONTRACTORS SHALL RASE OR LOWERTOPSOF
[. THERE SHALL BE NO TAPS P ° NG BRANCHESJNAPPROVED B, PA, P!PING.'r!. DRAM\EXISTING
'RE -HENT
LESS OTHERWISE V " THE PLANS, ACI. 4YATEfi )NES SHALL BE TMST ALLED Al A.
I. ALL PAC WATER PIPES SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF)
4) APPROVAL OF -H.5 PLAN IS NOT AN AUTHORIZATION TO GRADE AL` PROPERTIES.
MANHOLES AS SQUIRED TO MATCH FINISHED GRADES.
DEPAR CONNECTION POINTS, OR OTHER W.YTEA USN APPURTENANCES
CONNECTED TO THE SUPPLY LIN BETWEEN AN (W TER METE AND T5 =MUD REQUIRLD
MINIMUM DEP. H OF COVER,
COVEERR, „ .... EST.
SEAL OFAPPROVAL.
JACENT
14j GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER
BACFLOW PREVENTEIL
a J QL
GOVT?AC'OR SHALL PD USI LOCATION OF aROPOSED WATER TINES AS REQUIRED FO
i. REVIEW AND APPROVAL O: THE PLANS DOES NOT RELIEVE THE OWNER, CONTRACTOR
5) IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 050%SLOPE ON THE
CURB.
CONTRACTORS PERFORMING WORK ON THIS PROJECT TO. INSURE PROPER AND TIMELY
COMPLETION OF THIS PROJECT.
3 AWATER .SNE "BMOC/CED 4ESS FE PRiNC PLE SACK'LOW PREVENT ON ASSEMBLIES TRP
AVC',."i CON L.CTS WITH STORM SEWER AND OTHER UTILITIES
OR DEVELOPER FROM MEETING ALL THE REQUIREMENTS GIRTHS STANDARDS AND
SPECIFICATIONS OF CHARLOTTE MECKLENBURG UTILITY DEPARTMENT OR NC BUILO�NG
6) CURB AND GUTTER SHOWN ON PLANS MAf BE ADJUSTED BASED UPON FIELD S-A<ING
!O) THE GRADING CONTRACTOR SHALL USE WHATEVER MEASURES ARE REQUIRED TO
SH..LBEIN.TA.LED ABOVE GROUND WITHIN INSJIAED ENCLOSURE AND OUTSIDE
ONTRAC'OR SFAS_ ",TAIL TIES TO WHIN YOF BJILDING/FOUNTAIN.
CODE VC�LUMEI' AS APPLICABLE.
BY CITY ENGIN ASSOCIATED STORM DRAINAGE MAY ALSO REWIRE MODIFICATION
T'
PRE VENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES.
ZONING SETBACK AREAS PER CMUD REQUIREMENTS ENCLOSURE TO INCLUDE GRAIN
FORTS FOR DISCHARGE WATER PER CMUD REQUIREMENTS (Sec R d e 5vra Prirc,P
P )I B' G CONTIAC-OR SHALL BE RESPONSIBLE FOR UTILITIES WITHIN V OF BUILDING;
„cru AN.
I3_ CONSTRUCTION OF UTILITY LINES MAY NOT BEGIN JNTIL ALL FEES ARE PAID, ALL
BASED UPON FIELD CONDITIONS.
CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION SEDIMENT
ANO SILTATION ORDINANCES, CONTRACTOR SHALL REMOVE ALL TEMPORARY EROS ON
. R—bly (RIM 3M'. 2" Above Grolnd'oackJ!ew Prevention 5—dara D—i cR Shee:1.51'
PERMITS ARE PRESENT ON SITE AND NOTIFICATION OF CONSTRUCTION IS MADE TO THE
]) THE PURPOSE O% THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER
CONTROL STRUCTURES UPON COMPLETION OF PERMANEN- DRAINAGE FACILITIES AND
4. IRRIGATION L:'NE. Y REDUCE:: PCESS'-''RE PRINCIPLE BACKFLOW FREVFNTiON ASSEMBLIES
TO B:NG Sr.EE?S FOR C00RDINAT ON OF BUILD:rJG /FOUNTAIN UTILITIES
6 DRAWINGS
W MECHANICAL
APPLICABLE PERMITTING AGENCIES WITH THEIR POLICIES.
CONVEYANCE AND ANY iT0.UCTURES ANO'OR OBSTRUCTION TO STORM WATER FLOW IS
PROHIBITED.
NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTLY STABILIZED,
(RE) SHALL BE INSTALLED ABOVE GROUND Vv'THIIN INSULATED ENCLOSURE .AND OUTSCF
. .
14. GRA•SEWER SHALL MEET ALL REQUIREMENTS CHARLOTTE MECKLENBURG
21) FOR ANY WORK ON THE STATE OR CTY RIGHT -OF -WA", THE GRADING CONTRACTOR
ZON NG SETBACK ARE PER C REQUIREMENT. ENCLOSURE'- INCLUDE DRAIN
J SHALT_ MARK PROPOSED UTILTIEi WITH q'{q WOOD FCS? PAINTED
UTILITY DEPARTMENT SEWER MINIMUM SI CRITERIA INCLUDING MATERIAL,
SHALL BE ACCORDANCE WITH CHARLOTTE-MECKLENBURG UTILITY
8) CONSTENT
SHALL
W PER
POR'S FOR DISCHARGE WATER PER CMUD REQUIREMENTS. (S R d d P - Prl;,ciolc
Assembly (TRAY 3/4 2' Above Grolnd BacMow Prem lon Snrcard De... or SDeel ].5).
LCONTRACTOR_ATS
Y ":?Yr AT 5 FROM BUILDING / FCUNTAINi FADE.
UIREM
INSTALLATION AND TESTING AND INSPECTION REQUIREMENTS.
AND STING A
STAN I RG LAND
DEPARTMENT STANDARD SPECIFICATIONS,ATIONO i AND ALL OTHER
DEVELOPEHENT STANDARDS AND SPECIFICATIONS, AND ALL OTHER CIT", STATE AND
Al NOT STORE MATERIAL, EXCESS DIRT OR
EQUIPMENT IN THE RIGHT -0F -WAV
5, REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) MUST CONFORM TO CMUD
S ON THE DRAWINGS, REPRESEN-
Ah'E. IFANJ'NG R
I S. DJC -:LE IRON PIPE (RED BRASS FOR 2" WATER PIPE) REQUIRED FOR BOTH WATER AND
FEDERAL ?EGULAT!CNi FND/OR STANDARDS.
P CASE T MULTILANE HIGHWAYS. THE
PAVEMENT SHALL BE KEPT FREE FROM ANY MUD
SPECIFICATIONS. REFER TO CMUD APPROVED LIST OF ePS'S.
DESIGNER'S OFSEX G UTILITIESN THE CONSTRUCTION AREA.
SANT.AR. SEWER LI NES IF THE FOLLOWING CLEARANCES ARENDT MET.
9) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART 1926
OR EXCAVATION WASTE FROM TRUCKS OR OTHER
6. THE MINIMUM HEIGHT FROM THE RELIEF PORT TO THE GROUND SHALL 8E 12" AND THE
THE CONTRACTOR. SHALL OF P1 THE LOCATION, DEPTH, AND EXISTENCE OF ALL'JTiUTIES
iELECTK,CAL, 'WATER, TELEPHONE, GAS, SANITARY SEWER, STORM DRAIN, ETC.) WITHIN THE
+ WpTER LINE CROSSING UNDER SEWER LINE (FOR ANY CLGE).
°I8" VERTICAL FOR WATERLINE INSTALLED ABOVE SEWER LINE.
SUBPART P, PS AMENDED.
EXCESS NT.ON COMPLETION -THE FROM THE K AL
EXCESS MATERIAL SHALL BE REMOVED FROM THE
MAXIMUM HEIGHT SHALL RE 30".
CONSTRUCTION AREA WITH THE OWNER ANDIOR THE APPROPRIATE UTILITY COMPANY
+ 10' HORIZONTAL SEPARATION FOR WATER LINE PARALLEL TO SEWER LINE
10 CONTRACTOR, SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES
RIGHT -OF Y.
PRIORI O BEGINNING ANY EXCAVATION OR CONSTRUCTION. CALL ULOCO (LOCATIONS )
(OROR B" VERTICAL SEPARATION IN SEPARATE DITCHES),
PRIOR TO CONSTRUCTION.
B) PROVIDE ALL NECESSARY AND ADEQUATE SAFETY
]. EACH CMUD-REQUIRED BPH IS REQUIRED TO BE TESTED BY A CMUD-A.°PRCVED CERTIFIED
TO DIGGING. THE OMISSION THE INCLUSION OF LOCATIONS
qB HOURS AN,
FOR WATER TINES CLEARANCE WITH STORM DRAINS, GAS MAINS
PRECAUTIONS SUCH AS SIGNS, FLAGS, UGHT
TESTER PRIOR TO PIAC'NG THE WATER SYSTEM IN SERVICE.
I F,OUTILITY
ON THE PLAN, IS NOT TO 5E CONSIDERED AS THE NON-EXISTENCE OF, ORA DEFINITE
THE
LOCATION OF EXISTING UNDERGROUND UTILITIES, ANY DAMAGE TO EXISTING UTILITIES
UNDERGROUND
TEL -PHONE DUCTS, AND UNDERGROUND CABLES.
S,
I I) IF PROPOSED UTILITIES IS INSTALLLD WITHIN 12 NCHES, HORIZONTAL OR VERTICAL,
FROM A GAS MAIN, THE CONTRACTOR SHALL INFORM PIEDMONT NATURAL GAS CCMPAN".
BARRICADES AND FLAGMEN AS REQUIRED BY THE
LOCAL AUTHORITIES AND IN ACCORDANCE WITH
SHALL BE REPAIRED AT THE CCNTRACTOR'S EXPENSE.
(704) 525-SSBS
THE MANUAL ON UNIFORM TRAFFIC CONTROL
B. ORMATICN.THE INSTALLATIONNNORTH CAROLINALL BE IN STATEACCODANCE COITH THE MANUFACTURERS
NFORMATION. NORTH CAROLINA STATE BUILDING CODE VOL. li AND CMUD.
12 ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS HIGHWAYS OR
DEVICES. THE GRADING CONTRACTOR SHALL BE
SOLELY RESPONS BLE FOR A HO HAR SS
L
PUBLIC RIGHTS-OF.WAY ARE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS.
R ND LJ MLE
THE CITY OF CHARLOTTE, THE STATE OF NORTH
COORDINATING THE WORK WITH ALL AFFECTED GOVERNMENT AGENCIES AND fTILIT':ES
CAROLINA THE ARCH ITECTIENGINEEI AND THE
AND INFORMING OCCUPANTS OF ADJACENT PROPER -IES OF ACCESS IMPACTS DUE TO THE
OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO
WORK.
EXISTING PRIVATE PROPERTY, PUBLIC UTILITIES,
OR TO THE TRAVELING PUBLIC.
13) RESPONSIBILI-Y FOR -HE INSTALLATION AND MAINTENANCE OF ADEQUATE SAFET'
Cl VERFM pNDIOR OBTAIN ALL NEEDED ENCROACHMENT
DEVICES FOR THE PROTECTON OF TIE PUBLIC. THE WORKERS, AND GENERAL PROTECTION
PERM TS BEFORE WORK HAS BEGUN.
O` THE WORK SHALL RES. WITH THE CONTRACTOR DCNG THE WORK.
22) GRADING CONTRACTOR TO COMPLY WITH ALL STATE AND LCCAL SEDIMENT
141 ALL LANE CLOSURES TTHAT ARE REQU. RED SHALL FOLLOW THE UNIFORM TRAFFIC
CONTROL AND AIR POLLUTION ORDINANCES OR RULES.
CONTROL MANUAL AND/OR WA,- C H. MANUAL AS APPLICABLE.
23)C NTRACTORSHALL MPORT SUFFICIENT MATERIAL TO COMPO I E WORK AT NO
15) SUBSURFACE DRAINAGE FACILITIES MAYBE REQUIRED IN THE STREET RIGHT OF -WAY IF
ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF STRUCTURAL FILL.
DEEMED NECESSARY BY THE INSPECTOR.
24) CONTRACTOR TO COORD'NATE ALL WORK WITH OTHER ITIL TY INSTALLATIONS NO'
16) HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN
COVERED IN THESE PLANS (ELECTRIC, TELEPHONE, GAS, CABLE, ETC) AND ALLOW FOR
EXISTING OR PROPOSED PUBL C RIGHT-OF-WAY MJST BE APPROVED BY THE CITYS
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED.
INSPECTOR PR1OR 70 AN SAC KF!! L BEING PLACED, BACKFILL MATERIAL MUST BE
APPROVED BY THE CIT NSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE
25) CONTRACTOR SHALL REPAIR OR REPLACE IN-KIND ANY DAMAGE THAT OCCURS AS
PUBLIC STREET RIGHT -OF WAY.
RESULT OF HIS WORK.
26) ALL L'NEAR FOOTAGE FOR ALL PIPES ARE APPROXIMATE, ACTUAL INSTALLED QJRE TIHES
MAY VARY
9
BEFORE YOU DICK
CALL 1 -BOO 8-32-4"R
N -C. ONE -CAL._ CENTER
T8 THEE L-AW1
/ \ l
-t_
Ic_416���'1\�
AdL
30' C., 31' '120'
Z
O
s
7
Ab
c
co
0
E
Q
Ln
L
WEU
4< = n
`Jl-rr2
<= pY 4
r J�
� �'- n V C n ,7, �

_ -
i
O------------
y
CONTRACTOR TO LOWER
/\
4' SAN. SEW LAT-,ERAL
OF MANHOLE TO MATCH GRADE '
, ! AND COORDINATE WITH CMU
1
2" GATE VALVE, o �\ �—
i, INV: 628.26 -A—
/-2`X-_-=-�
SOUTH OFT EE� ec
`\
2' WATER LINE, ['UNDER
-
�_� - -
. i.•WATER LINE, 'UNDER-�
" EDGE OF SIDEWALK.
i Y `
EDGE OF SIDEWALK, TYP,
T' REDUCED PRESSURE PRINCIPLE BACK FLOW--
�,::.. / -. - .•^'�' �. —_-_-- -� �?'� ix - _. _ _.-_ _ _ ".-- - PREVENTION ASSEMBLY INSTALLED ABOVE - 2" G TE VA..VE. 5
GROUND ..
UND WITHIN INSULATED ENCLOSE PER I NORTH OF TEE
_-
REQUIREMENTS, SEE DETAIL SHEET C7.5
y
FEMA FLOODWAY � -'----- -- - -
- ENCROACHMENT LINE
_ , S
R" D� ME_TIC WAT�R METER
r �-
\,.
KINGS �� NG SLEEVE
- AND VALVE
_
COMMUNITY ENCROACHMENT-) �
f� LINE
CALL 1- 800-632 4948
BEFOrZE YOU DKk ( .
_ T4.0 ONErre- -THI=LL CENTE9
\ - a
v
\ R�
AKNol 40
\ \�
w
(Wu
V
z
O
W Q
W -u
U
LL Z 7
Up°
Z
Li EL
QULuA
� V)
^ Lu Z i
V J 2 O E
L
Wo O
7� z
F � 9
< x O
E Z C Y x
>U 5L

\ / \
i
z
- ---- _ Y
i
-Ax
F�
I
-
i
_
- - _
A
a —
v
T
—
-rf3k;S�Buc it -CRf>wti,IER
wLAN�. SEE SH C4 n- /.� A " �, o - - . v''. A
t 2
C NS ED STORMWATER
-� --- ---.� ---_ _-----�••� +\,_✓ \ WW C4.5 _044.7
-
i
— — — — — — — — — — — — — — ---♦
OF rE RA - --—_-- moi % i i l —_.__ - \ -------
Ls
—
-CPiEE � A.A'� � �.l'' - �� -_
i ,�$. CHAPTER 5 FO.
�%'- -�- .�A\��, - _
_
I 624.00
2" WATER LINE, I' UNDER'JV: ----_EDGE OF SIDEWALK, TYP. _ - -
I
42"RCP
-7 �--
_ I
RIM. 634.50
MH9 . ` - _— _ _—_ ,� / ICT:
I629.q2
.✓i _ _ ,T I_ I �`
\,---� �_�,: — \�'=- -- /CP: 62422
RIM. 633.57 F \_ -. �a� - INV: 629.701
� N C 6294
Mm- INV. 630.30Ss
!-
_
25 e --
7. WATERLINE, I UNDER
__.-51 LF OF $ EDGE OF SIDEWALK. TYP
------ -... _ _ 4 SAN. SEWER LATERAL -�RCP -
II I Lu
s
RIM 634.88
'24"RCP
-
,a
FEMA FLOOD
WAY
i
- � CONFLICT:—
ENCROACHMENT LINE - - �.- = v h T Q
10
- _tom INV. 24" RCP: 624.74 � 36" RCP
IujNV. 4;' PVC: 629.34�-
--` _
_ - F24LF OF
36
gCo
auoi
cj� CL
MI6353fi'RCP HM -6 J N
LRIM: RSL 534.80 r I
'RIM 635.3C J
INV NOTED
D
CONT 0
CONTPACT OR TO IJSE CP!` O'v N I � �
C
AREAS ADJACENT'0 EXISTING UTILITIES.
CONTRACTOR TO REQ CCATE EXISTING � �
i
JTILITIE$AS NEEDED. _ W Q 0
ul
COMMUNITYENCROACHMENT=LLJ
�)01z U
— _
LINE FEMA FLOGDFRINGELINEJ/
FUTURE CONDITIONS
\
FLOOD FRINGE LINE \ \ Z I O
BEr-OR& You Dialw
CAi; -600-W2-4249
Y
7 N.C. ONE CALL CENTER I v
X-\ TQ THE LAWzIo % \ �1
IIt--
,t
1
-- --2 E C,

m
4� ✓
C
z
z
zIc
U1O
alnF
Iw
IN
i
L\
9EFOFlE YO'� ^ C!
CALL 1-6GCT EY�2-4819
N.C. CNE . -L CEMEt3
,rs ;E LAW
%ate_`
i
per,0 20' 40'
z
LLJ
LL/I
Li.
Z
O
LIJ
LLI
z
Upz
®G 1=- °-
QU
w'z
>° °
E
Lu ® o
C7 z
J u

AAA
k.w._
BEFORE YOU n2
CALL 1-800,-632-4049
N.C. ONE -CALL CENTER
T8 THE LAW
A
I19' 0'cl 20 40

E J`iD - Y' J 0
F
R_
P - _
r 5 _
-
T S
= E L _ - E _._ _ -�-
wF
�-3':.RI.n TE' —'SS k ENSLTR,G
F
., , _
II l I
C _ J s IE -
1y=_ F IEC 710N, J O\
F E !. _
Ct LtL(' E.-NOP1H 4ROLTX4
—.—
I. - F F'' -F 7c-
i i 1
RD :T..-
_
r= _ _
.A.
.
—
r _
I
R
- -_ -SEI R. ` 3++ L�
L._.1 --OFF .^EVI
A.` -
A
eE H_nUR.
CHAR7_JTTE---ME _.nLE'IN3URG
- I'7 TF
SY3Ml IRC -SF ION DI'I ICti
CHARL_TTE NOLSLH
-
SNE N- �NFN
- `rpm TRACER TAPE FOF
/ PEI 57-1-01
\,\
r NIr
Po JILL o.ts No s�Owv
5-PN7aRD EXCAVATION
TYPICAL TRENCHING
F" SEEC GFnCT-. -µCRD 'E "SE.v'E1 . Al APPA :PT t CUR" 11 9
/ q - LL K _
ROOKS PROOJCTS
L CONCRETE COLLAR FOR
VALW BOXES
I
4tfF}EF�L'.
SCAST
AABLVE BO%
I crvwnvP oo .ocx Nc
VALVE Bo%)
LINPAC�;: 5A_PFL_
i dqI
k -E III WATER OR SEWER t
�F E
CONCRETE SLPPOF' P40
(BEWIRED ON VA'E­7S
W OR LAIGEP QNI
2
>LVE SH E",TA­R' ,EC.
t „AVE vaLVE SHP'L BE LEFTN440 OPEN.
TYP. VERTICAL GATE VALVE INSTALLATION
BACKFLOW PREVENTER NOTES:
I. -HE INSTALLATION LOCATION OP ALL BACKFLOW PREVENTION ASSEMBLES SHALL BE IN
AN AREA THAT PROVIDES A SAFE WORKING ENVIRONMENT FOR TETN G AND
MAINTENANCE, THIS AREA SHALL BE READILY ACCESSIBLE SFIAY FROM ELECTRICAL
HAZARDS AND FREE FROM DIRT. THE LOCATION M'JST M E REQ.', REMENTS OF ALL LOCAL
AUTHORITIES I.E. FIRE, PLANNING, ZONI NC C17Y OF TIWN'POR"ATION
(CDOT) OR NORTH CAROLINA DEPARTMENT OF rR,RNGPOR; A ON
2. THERE SHALL BE NO TAPS, PIPING BRANCHES UNI BYPASS BIN D'RANT.
"RE DEPARTMENT CONNECTION POINTS ORO r'E. YJAT 4CA. P•,4 E 4 LS
CONNECTEDTOTHESUPPLYLNE BEIWEENANY WACa E -RAND;' C LD.RFQURED
BACFLOW PREVENTER
3. WATER LINE. 2' REDUCED PRESI_YF PR NOBLE BAC<FI OW PREVINTON ASSEMBLIES (RE)
SHALL BE INSTALLED ABOVE GROJVJ WIT. NINSUL4-E J OURE AN OU. E
ZONING SETBACK AREAS PER CMU_-REQJIR_MENTS. ENCLOSURE TO I NN.:v,.E DRAIN
PORTS FOR DISCHARGE WATER PER CMUD REQJ1REMEN:T; Si, Rcdl:ceE Fie S- PfiaEipl<
Asscmply (RP) 3:4" 2" Above Gro ��.d 03. aTOw Pre e .. Sr�re Ce!a' o. u,.eer ).5).
n. IRRIGATION LINE: 2" REDUCED PRESSURE PR,NCI'LE OA(.K'L-VV PREVELq-ION ASSEMPA, ES
(EP) SHALL BE INSTALLED ABOVE GYOJN„VV7HIN NSL, EDENCLOSL+.EANDQUTSI_E
ZONING SETBACK AREAS PER CM.;C REQ_EPREMENTS. ENCLOSURE TU ',NCLUGE CKAIN
PORTS FOR DISCHARGE WATER PER CMUD REQUIREMENTS.Reducec Pressure "rrincipe
A,-b!y' (RP) Pio 2" Above Groupe BA,l I.W a Ion Soy. C u....I in .
S REDUCED PRESSURE PR NCIPLE ASSEMBLIES (RF) MUST CCI'JFORM TO CM11
SPECIPCANONS. REFER TO CMUD APPROVED S" OF BPS'S
6. THE MINIMUM HEIGHT FROM TI -E REL EF POR -'C T! -.'c •ROUND SNA'L_ BL 2AAD THE
MAXIMUM HEIGHT SHALL BE 30`.
/. EACH CMUD-REQUIRED BPH S AEQJIRED 70 BE TES' ED BY A 111DAPPROVED CERTIFIED
TESTER PRIOR TO PLACING THE WA'ER SYSTEM IN SERV'..CE.
B THE INSTALLATION SHALL BE IN ACCORDANCE WITH TH-c MANUFACTURE",
INFORMATION. NORTH CAROL NA STATE BUILDING CODE VOL.!'. AND::M'JU
UTILITY NOTES:
I, ALL WORK SHALL COMPLY W TH A� L APPLICABLE COC S. REGULATIONS, AND OK LOCAL
STANDARDS IMPOSED BY LOCAL JTILIry AND CITY OE C.H.ARUOTE A5 APPLICABLE.
2. ALL WATER AND SEWER LINES SE -ALL BE PCLIVLNYL CF LOROE (PVC) EXCEPT AS NOTED
ON PLANS. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPJRTEENANCES
NECESSARY FOR THE COMPLETE INS7AU_A70N OF THE UTILITIES. A_L PIK, AND F 1. NGS
SHALL BE INSPECTED BY THE BLIED:NG 11,SFECTOR PRIOR TO BEING COVERED
3 UNLESS OTHERWSE NOTED ON TitE PINS Al R'LINES SHALL BE INS- FLED -A
M NIMUM DEFY O OVEi OF 0 r
ON'WCTORs ALADUS LOCA ONO" d C n. ERo NESti fteQ-JdE[:-0
AVOID COWL CT., WITH S-OPM SEWEIT AND DOER J7 LITIES,
CONTRAC-ORSIALL 117ALLjTTT'!CI­W7HNS' SJ J VC PLUMBIC
CONTRACTOR ..MALI BE RESPC - _c -Or. LTI_IT [_ WN S' OF B'U.� VG.
6. REFER TO PLUMBIC S'..EE'S Oa (.00,R;,IVA.'. nN Or RJ..'_',: NC.-" L t'.E l H
MECHANICAL DRAWINGS
]. CONTRACTOR ehA- L r.A"•{ R TYOSeC J L E. +•. r. <X4 `+CLOD PCS' PA+,NTLD
YELLOW AT S' FROM BUILDING
THE UTILITIES AID -HE '_OCA.. NV _'- ' -HE 'EPNESEN-
THEDESIGNER'S' DER_T,AN-N C } "SJU;L'., 'c ON,T.',U ION AREA
S IN'H
THE DO TRACTOR SHALL VERIFY THE LUCA L01i DEPTH, AND EXISTENCE C� A_L NTILI'"IES
LELECTR'CAL. WATER, TELEPHONE GAS SAN'ITAR SEWER. STORM DIIS N � WITHIN THE
L NSTRJC1 ON AREA W: H -HE ON,JE A' OR THE. APPROPRIATE UT.L ILOMPAVY
PRIOR TO BEGINNING AN E-CAVP N OR CONSTRUCT,ON.CALL JQO(I880632-4949)
48 HOURS PRIOR TO GIGGING. THE OM:SS'.ON OR THE JCLJ`iION Or ULILLY LCCATIUVS
ON THE PLANS IS JO CBE CO ER _ -HE NIN, XIS'ENCP OP OR A DEFIN TF
LOCATION OF EX ST'NO UNDE+ K ' )N' L I BE ANY DAMAGE '0 EX 5 NG J-ILITIES
SHALL BE REPAIRED AT THE CONTN A -OR'S EXPENSE.
. SERVICE TAPE (2 INCHES FOR WA: -1, ±!NCH FOR SANITARY SEWER, AND 2'NCH =OR
RRIGATION) ARE REQUIRED AS NJ1O, TFD ON THE' ANS. T CONTRACTOR IIALL
COORDINA-E THE EXACT LOCATION 01 -'HE TARE.
In. ALL COATER All SANITARY SEWEc Ma ERLAAS AND CONS-RUC'ON SHALL. 5E FEt
CMJD STANDARDS AND SPECIFICATIONS OR MEET NO BUILDING CODE. VOLUME
PLUMBING, AS APPLICABLE, SANITARY SEWER RK - SDR 35 INC.
I. ALL PVC WATER P PES SHALL BEAE. THE NATIONAL SA.NITvT ON FOUr.OA SOV ,NS')
SEAL OF APPROVAL
i_ REVIEW AND APPROVAL. O= THE PINS D'JES NOT RELIEVE -HE OWNER. CONTRACTOR,
OR DEVELOPER FROM MEETING ALL THE REQUIREMEWS OF THE STANDARD; AND
SPECIFICATIONS OF CHARLOTTE MEC KLENBUR.G L'T I- Y DEPARTMENT OR NC BJILDiNG
CODE VOLUME II AS APPLICABLE.
13 CONSTRUCTION OF 'JTIL'T" LNCS MAY NOT EICIII UNTIL ALL FEES ARE PAD, ALL
PERMITS ARE PRESENT GN SITE AND NO-IFiCATION CF CONSTRUC?ION SHADE TO -HE
APPLICABLE PERMITTING AGENCIES W I -H TH£IR POLICIES.
LA GRAVI'Y SEWER SHALL MEET ALL E IR_ME TSOFCHAaL.O .EMECKLENBJRG
UT. L'TY DEPAR-MENT-GRAVITY SEWER MINIMUM DES GN CRITERIA INCLUDING MATERIAL
TALLATION AND TESTING AND.NSNFCTCN REQj REM NTS
15 DUCTILE IRON PP (RED BRASS F012 WA { IPE)REQUISED ORr TI-WATERAND
!ANI ARI SEWER LINS IF THE FO 'OWING CLEARANCES ARE NOT ME T.
WATER LINE CF OSS NG jNDER lEWER LIN FOR ANY CI CE)
I R VERTICAL FOR WATEK INE NSA _ED ABOVE KWPR L UE
10' HORIZONTAL SEPARATION FO IJATER LINE PARALLEL TO SEWER 1 NE
(OR I8" VERTICAL SEPARAT C V IN EEPARAI. DITCHES)
" FOR WATER TINES !2" CLEARANCE VVITH STORM DRAINS, GAS MAINS,
TELEPHONE DUCTS, AND'JNDERGRPSJNJD CABLE.
N -.TE:
STUB -UP INSTALLED BT TI L; N_RAC'JF. T ' OM N IF I. ITERAL BY aL(,Mac-
JL`A'f G.
STUB -UP TO BE CUT -OE= & OCEAN -COT PL'.,"= IV>TA LLEC F.U�rl 'e GRACE AE'EI: LANJC APING
CONTRACTDR SHALL DL✓RD1147 WIT', OWN EF F04 ALTERNATE PLUG
I,ANI SAN. III IPET Hit
ASTM D3034 -SDR 35 PVC PIPE_"
STUB -_P -C
CLEAN --OUT PL'JC 'NSTa L.EFI__
--AL F _
a R , SIT,
SH'1 N nN N>
SANITARY SEWER LATERAL
0,S
- .&
_ A 'LIT _ 'S - LL.EC
San Sli,-, rA
aSTA
:303-,R _5 _
— 4" SAN, SWR.
OR _IFF
AS
P d
ry F 1 �.; B BENS
ry II M S OPE_ /9" PER -
CG
AYMLN L 4� N.,. TS -EE_
® Z n
0 ry
Uo
AD
E M _
r'^"'E rrv•� J
C
a
�x
T
zl
i 'y
U de4a123
G
2UJi
KUB
J �m
W
Lu u
V
Z
O
Lu
LIJ
Z�
U/ p_ z
a(- I— N
QI � LU a p
V u Z
7
� , c
u V,
Lu
aj
F- Z J -
r> =
ZY
3
�> 0 Ln
<O'nb BE 1�•
x NU
t o
D ucyAd

GENERAL NOTES:
L ALL CASINCB - BE NAGE OF O.i d' E.'O,I OWL. TCUQi GafY
GKST RON THE CASTMN^ SHALL 3 SMbOs t TRLF'O PATIHLV AND
HTE HRJM HF.Op'•101i9 BALL -, WARP .AO Ohpl OfHFCIS.
ALL- JIRD - STRRM - - }4Ni HAVE
p6yT,pLHµe 'STORAi QWBI' GST CAN -ETNA ALL -- ,4D FOR MARS SEwBR
NO. DATE OESOtPtNkl STRLlTAFS 1M14Au. W.VE 'SANRARY �WFR` GST ON 11EM
]-OJ OBflE NOl' - 'rf IRON U� JR THCE GSITi� 5M.41 COKCRM TG TRE
... SPHAOATONSS , THE ASTM "Bco'TpN N5 f00. QA55
;U (PET RIXi APPROKNtMT VdHQIT 38D -1
CHARLOTTE SIECK ENBURG
/.---_1140..D. TCP
/B' R,1D. BOITOM
- c
C
A
COVER APPROVED DATE
LAND D c LoP�Ytr,Nr MANHOLE FRAME AND COVER
STANDARDS
h
Siff'
_ r -
PLAN 1 °'
ll4 SEDE VIEW
RON
20,10 J
NOTES:
[PRIDE 6FVAigN
L SBS OFFERING IN DIMENSIONS,
-
CQ`AORATqN, OR MA'TERWB
FROM THOSESHOWN MAY ALSO
b '
BE 115® PROUD® THE CONTRACTOR
: -
NAS FLAMIM IM DETAILS OF THE
RCP
MU'OS® STEPS 14D MAS RECEIVED
W MFEN APPROVAL MOM THE
- ;
MPROPLATE CTY/COUNTY
b
DGN®RNG DEPARTMENT.
> i VY
2 ,LLL SBS SHALL RROTItLDE
f
'FROM NSILE FAQ GF STRLICTtAF
A
PAN �I
3 3/4'
B/4• - - -_ __ SIDE VEW
CAST RON
V"e� MON _q=A I
Vj
�1 Isar«�
PLAN 510E VIEW
RBEORGJG - NOT
TO N -.1
<' _. gAm NAw1a.Bc
ELI_
__ -.t_ "_ r RBrORQIG 53ffi NOT TO BE L5E
N UNTARY ;EN'fR MA.`fKll..
-__ -
ELEVATION APPR'JYEi) DATE - I.
CHARLOTTE - MECKLELL DT:EG j
LAND DEVELOPMENT DRAINAGE STRUCTURE STEPS -��
�TA_�D RDs '.20.12
NOTES:
L A MWMLLIM OF 24' FROM OUTSIDE DIAMETER OF PPE TO SUE
OF TRENCH MI ALLOWED FOR COMPACTION OF FILL
MATEUAL BAOM14G OF TRENOfS SHALL BE ACCOMPLSEm
IMMEMATLY REM THE PPE 15 LPD. "TFT FILL AROLPn THE
PPE SHALL BE RACED IN LAYERS NOT TO EYCEED 6'.
UNDER NO CIRCUMSTANCES SHALL WATER BE P3UYRED
TO RISE N U743ACKFl1E1RENQfS AFTER THE PPE HAS BEEN
PLACED COMPACTION REQUIREVEVTS SHALL. BE ATTANn BY
THE USE OF MECHA 4CAL TAMPS ONLY. EACH ANOY
EVER LIVER
OF BACKFILL SRAIl BE PLACED LOOSE AND THOROLJGILY COWAC'71D
NTG PLACE,
4 ALL BACMI MIATEUA! SNAIL HAVE AN IN RACE COMPACTED DENSTTY OF 95%.
3. STANDARD PROCTOR. THE FINAL 2' BELOW FNISF® GLADE SMALL BE 100%
4. ALL TRENQiNG OPERATIONS SHALL MEET OSHA STANDARDS,
S, BACKFLL MATERIAL BENEATH ROADWAY SMALL BE SELECT BACKFiL MATIS U
I
R 9IX5
NO, '. DATE 06OtPT10Hl._
_5/99 MO0FES Tc OSYG_�I
CHARLOTTE - MECKLENBURG
LAND DEVELOPMENT
STANDARDS
APPROVED DATE
TRENCH DETAIL
FOR STORM DRAIN PIPES
aBHI
[PRIDE 6FVAigN
--------------
___ -COVER 6 WAM STD, Inn
[
INVERTIL'
I
!J /
A
II
-ET ER-�
SLOPE
RCP
MH -1
637 77
630 21 i
MH -2
533.50
625.31
I '.e_I9
f
Wp
RCP
MH -2
PIPE Sii 11 BE PLACED
625 31
ON SUTABIB MATERIAL
632,00
APPROVED DATE
TRENCH DETAIL
FOR STORM DRAIN PIPES
aBHI
[PRIDE 6FVAigN
--------------
___ -COVER 6 WAM STD, Inn
[
INVERTIL'
I
!J /
A
II
-ET ER-�
SLOPE
RCP
MH -1
637 77
630 21 i
MH -2
533.50
625.31
202 4
42
2 42
RCP
MH -2
633.50
625 31
Mu',-
632,00
624.03
GEFERAL NOTE,' I.
42
_
-
X 6 / X
` ALL MORTAR )CNT5 TO BE V2• (tl-) LLB'
632.00
624.03
-F
I .ALL EXPOSED IDMS WILL BE CONCAVE TOOLED
624.00
5.2
42
3. ALL SLABS SMALL BE PORMIII.
RCP
MH -5
�.
4. All tETE CONOTO 6E 3600 PSL COMPRFiSIVE
PAH -6
634.80
626.12
STRENGTH.
36 i
0.60
RCP
5. ALL PPE N STORM DRAM STRLYTlRFS SHNL BE
PART SECTION Y_.Y
PART
625 12 I
- 5�•--._ _.
GROUTEDMUCK EAnn saw SMOOTHVEN WTr]­ T�E INSIDE -
625.59
66.3
SECTION ON
6, MAAHIOES OVER 3'�' IN DEPTH SRA -L
RCP
MH -7
635 30
BE PROVUED WTTFI STEPS r-2' ON CENTERS,
fy1H-8
635.20
,{
J. STEPS TO BE N ACCORDANCE WITH STD. W0 U
36 i
01
PE4
B. FOR RING AMU COVER SEE DETAIL 20.10.
635.20
624.93 I
MH 10
534.88
624.59
33.4
36
1 02 1
RCP
MH -9
-'
627 75 !
I
FT
=may
316.0
NO. OATf I DfifRpllCN--
GG
I'
MH -10
634.88
1 624.59 ;
Y
634.50
- ---,.
51,4 1
SECTION X=X
APPROVED DATE
CHARLOTTE - MECKLEN'BURG
MH -11
634 50
1 624 08 I
LAND DEVELOPMENT
624.00
BLOCK MANHOLE 15"
THRU 36" PIPE
'. STANDARDS
0.53
_
20.09
STORM DRAINAGE NOTES
I) RIM ELEVATIONS ARE GIVEN TO THE EDGE OF ASPHALT OR A- FNISHIED GRADE;N
UNPAVED AREAS.
2) RIM ELEVATIONS GIVEN ON THESE PLANS ARE APPROXIMATE AND ARE FOR
INFORMATIONAL PURPOSES ONLY, ACTUAL RIM ELEVATIONS SHALL BE DETERMINED BY
CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS.
3: COORDINATE ALL CURB AND STREET GRADES AT INTERSEC-IONS WITH INSPECTOR_
4) APPROVAL OF THIS PLAN 15 NOT AN AUTHORIZATION TO GRADE AD,ACEIJ PRON:RT'. ES
5) IN ORDER TO ENSURE PROPER DRAINAGE, KEEP A MINIMUM OF 050 ti SLOPE ON THE
CURB.
6) CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED RASED UPON FIELD STARING
BY CITY ENGINEER. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICAT ICNN
BASED UPON FIELD CONDITIONS.
T THE PURPOSE OF THE STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER
CONVEYANCE AND ANY STRUCTURES ARDOR OBSTRUCTION TO S -ORM WA.TFR FLOW !S
PROHIBITED.
8) CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE�MECKLENBJRG JT,UT•
DEPART MENT STANDARD SPECIFICATIONS, CHARLOTTE-MECKL.ENBURG LAND
DEVELOPEMEN7 STANDARDS AND SFECIHCAT)ONS, AND ALL OTHER CITY STATE AND
FEDERAL REGULATIONS ANWOR STANDARDS.
9) ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCH NG STANDARDS, RAR- 1921.
SUBPART, P. ASAMENOED.
IB) CONTRA[ ?OR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND
PRIOR 10 CONSTRUCTION,
I) IF PROPOSED UT LITIES IS.NS T ALLED WITHIN 12 INCHES, HORIZON - AL OR VFRT!CAL,
FROM A GAS MAIN, THE CONTRACTOR SHALL: NFORM PIEDMONT NATURAL GAS COMPA­.
(704) 525 SSB5
I2) ALL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, H GHWAYS, OR
PUBLIC R GHIS OF -WAY ARE RESPONSIBLE FOR OBTAINING Ali NECESSARY PERMITS,
COORONA?,NG THE WORK WITH ALL AFFECTED GOVERNMENT AGENC ES AND UTILITIES
AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO DR'c
WORK,
13) RESPONSIBILITY FOR THE INSTALLATION AND MAINTENANCE OF ADEQJATE SAFE'"
DEVICES FOR THE PROTECTION OF THE PUBLIC, THE WORKERS, AND GENERAL PROTECTION
OF THE WORK SHALL REST WITH THE CONTRACTOR DOING '1-E WORK.
14) ALL LANE CLOSURES THAT ARE REQUIRED SHALL FOLLOW - JNIFORM RAFHC
CONTROL MANJAL AND/OR W AT.C.H. MANUAL AS APPLICABLE.
IS) SIB•IRFACE DRAINAGE FACILITIES MAYBE REQUIRED IN TME STREE - RIG OF -WATT I;
DEEMED NECESSARY 81 THE INSPECTOR
16)HIG�-DENSITYPOL THYLENE(HDPE)STORMDRAINAGEPIPE� TALLE WITHIN
EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY MUST BE APPROVED BY THE CITY'S
INSPECTOR PRIOR TO ANY BI BEING PLACED. BACKFILL MA`ERIAL MUST BE
APPROVED BY 'HE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE
PUBLIC STREET RIGHT-OF-WAY.
17) NEW FINISHED CONTOURS SHOWN ARE TOP O ?NY NG ! AREAS TO RECEIVE
PAVEMENT AND TOP OF TOPSOIL IN ARIAS -0 BE SEEDED.
IB) GRADING CONTRACTORS SHALL NOTIFY AND COOELAAL WI'mAL JT JTY
COMPANIES OR FIRMS HAVING FAC .L TIES OR OR AD ACEN - TO THES T BEFORE
DIS URBING. ALTERING REMOVING PELOCA.,�
IG A OIJSIv D
:IR COY NECTNO T054;D
FACILITIES. CONTRACTORS SHALL PAY ALL COSTS
E .ION EAL. ERA'ION
CF OR RELOCATION O. THE FED T CONTRACTORS SHALL RAISE OR LOWER TOES OF
EXI .'rJG MANHOLES AS EQU'RED T MATCH
A 'H FNISI D [RA E-.
I9) GRADING CONTRACTOR SHALL COOPERATE AND WORK WITH ALL OTHER.
CONTRACTORS PERFORMING WOR, ON 7HISCRO,ECTC N>(JREPR,OFERANDIMELY
COMPLE-ION OF THIS PROTECT.
20) THE GRADING CONTRACTOR SHALL USE WHATEVER! MEASURES ARE REQUIRED TO
PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWS RG ONTO AD;ACENT PROPERTIES.
(:GNI RACTOR SHALL COMPLY WITH H ALL LOCAL, STATE A F DEEA' ERJ O^J SEDIMEN
AND SILTATION ORDINANCES. CONTRACTOR SHAL ¢E^'CP'E Au EM'OP.AR EROSION
CONTROL STRUCTURES UPON COMPLETION OF PERMANENT RAINAG A I 'IE AND
NOT BEFORE ALL AREAS DRA; MJ. F: NG NTO THESE STIR ARES IC,S'ABILZE.
21I1`0 ANY WORK ON THE STATE OR CI R:CC ? W, i. , HE GRALLNL. C,CNTR4CTOR
SHALL
A, NOT STORE MATERIA_ EXCESS DIRT OR
EQFMENr NTHE RIGHT-OF-WAY
IN CASE OF MJLTILANE HIGHWAYS. THE
PAVEMENT SHALL BE KEPT FREE FROM AI JY MUD
ORE CAVATIONWASTE FROM RUCKS OR OTHER
EQUIPMENT. ON COMPLETION OF THE WORK ALL
EXCESS MATERIAL SHALL BEREMOVED FROM THE
R
GHT OF.WAY.
B) PROVIDE ALL NECESSARY AND ADEQUATE SAFETY
PRECAUTIONS SUCI I AS SIGNS. FLAGS LIGHT
RARR CADES AND FLAGMEN AS REQUIRED BY THE
LOCAL AUTHORITIES AND IN ACCOPOANCE'WITH
HEMANUAL ON UNIFORM TRAFFIC CONTROL'
DEVICES, -HE GRADING CONTRACTOR &HALL BE
SOLELY RESPONSIBLE FOR AND HOLD HARMLESS
THE CITY OF CHARLO-TE. THE STA*E OF NORTH
CAROLINATHE ARCH ECTENG'.NEERANDTHE
OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO
EXISTING PRIVATE PROPERTY PUBLIC UTILTIES
OR TO THE TRAVELING PUBLIC.
C) VERHY ANDIOR OBTAIN ALL NEEDED ENCROACHMENT
PERMITS BEFORE WORK HAS BEGUN.
22) GRADING CONTRACTOR TO COMPLY WITH, ALL STATE ANI LCCALSFDIMEN-
CONTROL AND AIR PO LUT.ON ORD NANCES OR RUL S.
23) CONTRAC-OR SHALL IMPORT SJ-, IC EN MA-ERAL TO CO MTE'LE E WORK AT NO
ADDITONAL COST IN THE EVEN -OF A SHORTAGEOF.AUC JR4 IL.
2AC70R
4)CON CON -EI COORDINATE A' 07HER UT Li YIISTALLATI.ONS 1107
COV R D IN THESE PLANS (ELECTRIC TELEPHONE, GASBL C, AND ALLOW FOR
THEIR OFERATIONS AND CONSTRUCTION TO BE FERF(.. "".ED.
25) CON-BACTCR SHALL REPAIR OR REPLACE' N -KIND ANY IA`•AGE'THAT OCCURS AS
RESULT OF MIS WORK,
26) ALL LINEAR FOOTAGE FOR ALL PIPES ARE APPROXIMATE, AC 7 UAL NSTED C QUANTITIES
MAY VARY.
PIPE
.
-
iD
FROM
RASH
[
INVERTIL'
I
TO
RIM
PIPE I vIP,M
- LENGTI,
INVERT
-ET ER-�
SLOPE
RCP
MH -1
637 77
630 21 i
MH -2
533.50
625.31
202 4
42
2 42
RCP
MH -2
633.50
625 31
Mu',-
632,00
624.03
2.3
42
4.69
RCP
MH -3
632.00
624.03
HVv'-4
624.00
624.00
5.2
42
01.58
RCP
MH -5
63510
627,6^ J
PAH -6
634.80
626.12
247.8 I
36 i
0.60
RCP
MH -6
634 80
625 12 I
mi -i-7
635.30
625.59
66.3
36
0 80
RCP
MH -7
635 30
625.59 I
fy1H-8
635.20
624 93
65 4
36 i
01
RCP
MH -8
635.20
624.93 I
MH 10
534.88
624.59
33.4
36
1 02 1
RCP
MH -9
633 57
627 75 !
^d1H-10
634.88
624.59
316.0
24
GG
RCP
MH -10
634.88
1 624.59 ;
MH -11
634.50
624.08
51,4 1
42 1
C.99
RCF
MH -11
634 50
1 624 08 I
Hl"`! -12
624.00
624.00
i5.G
42 I
0.53
Lu
�LJJ
V
Z
O
Lu w
TLV)
LZ Z � O
U0,Z z
,
Q
LL � z Ed
Qi H
� V) v
D Luz �
(� ' U
U
02
Lu Q C
J e 0
L
J SL
z
0
s
d5o
�z
o^ 5
ijd r,I -
ro-',
�Zz YO -L
u
L0❑Jdv,a

'IRA CAF
PIER. A' SHAPi
PIER 'A "-N DER-COHNI^ -
SCORE ^I\T. TYP. -
FLEVATION
SCALE- I "_0"
- /2" 3/9' MORTARJO N -S, CONCAVE TYP.
4' ` NNESSEE FIELD STONE VEN E0.
MORTARED. GA_VAN.ZED WA L TES
SPLIT FACE, SIZES VARY BETW E\ 'X12
SMALLX 8'
ER S
-- QUAR STONES -OF LL h GA.
?S
I�
' I
j A. -LOW / 4 CFSS B Vv -O' O' SIAB rC SJV'_
`✓vAi tftrROOF �+WN`
MOR
- " ,ia"- �,
- - - -- SAINLESSSEEL, 2'D NELiV/ 2'('A SIC', CAP AT ONE END.
t> R EASE A ETA
A:L SEE XX FOR PATTERN. s .aR AR JO NIS -l'P.
_.._—,", 'ORTAR SETTING BE'o.
SS " -EL ONE_
4' VD R COPINP
G J�TA� ,
Rte_ -___ - 6"X6" 10l'.,WAIM WTI 'I COVET
STOP WWM 3 PROM EXP/NS ON';OINT5.
PIER Ll,EASE AND'IN N-
W/ C-AM_RED, EDGE ON
WALL SIDE. BOTTOM.
I/a" XPA.J5CN17NT -
VV SEA ANT TYR I
SORE ICINT '-P.
SECTION AA
SCALE 1/2'= I'4,„
PIER 'A'
NO,F
RAC' OR TC PREPARE
X:, WSAMPLE DR APPROVA.:.
31 A DSCA EARC-17ECT.
282
93
\ T
�� jI` � .. •' h,._J L_�7 �„ "ER'3 BASE AND P_INT�.I W1 Z -,AP FERE`
pg
EDGE ON N,'AU. SIDE BOT -OM.
4" CCNCRE F
EASE'v`v/ REINFORCEMENT
._ _. '� 6" AGGR CA-' SASE COI,
6 iiS:
.. - `'' M D<PANSIOt ,C'I:\- W/ S=A _1''N T. -
J
C zc D� x _ Q ocqo coo x
��--_�-, V �,. r
— 9e%coMPcreos� a;t:feE
• - - - , � � / I i .175'
I • a. - - -- PRECAST PFR —AF -
1 2.67"
AFTI'2.67" —-POLYST` .L cINSU A_ION
- _ AND EX AN e O�\ NA. tR'AL
/ �OVER_A M4 ERW.1
L, HA L COMPACTED
N.,TEI
r;AIND c.NPACTED CRET_
L
PEER S-�A TO BP ,.O JCRE-E M'XT"Rc
CEN ; RAL PLAZA WALL AND RAILI!`tiG
SECTIO_ N CC
SCALE: I i/2" -0"
WITH MAX I' MM GRAVEL
SECTION BB
SCALE: 1 /2"= i '-C"
PIER 'B'
BALUSTRADE
;a) STAINLESS STEL DOWEL
- SEE PIER'B CAP DEAL
4'MORTARJONFF IYP,
PG YSTNRFNoFO,R INSULATION AND tXPA.NS!ON
COP CR Tr E,LL
PRECAST IERS-AFT
W
L_'36
- ,3/8') S-AINLtSS STEEL DOWEL
/
- SEE PIER B U\'DER COPING DETAL.
3) VAR ES
., S7,' EEL DOJFL
Z
O
L
W,�/
LL. 7
L0
1
�j
�
K
L,T
U
I.tJ
L
? D
�I u
J
LJJ z
Q
z
az
LU
62
PND
- /2" 3/9' MORTARJO N -S, CONCAVE TYP.
4' ` NNESSEE FIELD STONE VEN E0.
MORTARED. GA_VAN.ZED WA L TES
SPLIT FACE, SIZES VARY BETW E\ 'X12
SMALLX 8'
ER S
-- QUAR STONES -OF LL h GA.
?S
I�
' I
j A. -LOW / 4 CFSS B Vv -O' O' SIAB rC SJV'_
`✓vAi tftrROOF �+WN`
MOR
- " ,ia"- �,
- - - -- SAINLESSSEEL, 2'D NELiV/ 2'('A SIC', CAP AT ONE END.
t> R EASE A ETA
A:L SEE XX FOR PATTERN. s .aR AR JO NIS -l'P.
_.._—,", 'ORTAR SETTING BE'o.
SS " -EL ONE_
4' VD R COPINP
G J�TA� ,
Rte_ -___ - 6"X6" 10l'.,WAIM WTI 'I COVET
STOP WWM 3 PROM EXP/NS ON';OINT5.
PIER Ll,EASE AND'IN N-
W/ C-AM_RED, EDGE ON
WALL SIDE. BOTTOM.
I/a" XPA.J5CN17NT -
VV SEA ANT TYR I
SORE ICINT '-P.
SECTION AA
SCALE 1/2'= I'4,„
PIER 'A'
NO,F
RAC' OR TC PREPARE
X:, WSAMPLE DR APPROVA.:.
31 A DSCA EARC-17ECT.
282
93
\ T
�� jI` � .. •' h,._J L_�7 �„ "ER'3 BASE AND P_INT�.I W1 Z -,AP FERE`
pg
EDGE ON N,'AU. SIDE BOT -OM.
4" CCNCRE F
EASE'v`v/ REINFORCEMENT
._ _. '� 6" AGGR CA-' SASE COI,
6 iiS:
.. - `'' M D<PANSIOt ,C'I:\- W/ S=A _1''N T. -
J
C zc D� x _ Q ocqo coo x
��--_�-, V �,. r
— 9e%coMPcreos� a;t:feE
• - - - , � � / I i .175'
I • a. - - -- PRECAST PFR —AF -
1 2.67"
AFTI'2.67" —-POLYST` .L cINSU A_ION
- _ AND EX AN e O�\ NA. tR'AL
/ �OVER_A M4 ERW.1
L, HA L COMPACTED
N.,TEI
r;AIND c.NPACTED CRET_
L
PEER S-�A TO BP ,.O JCRE-E M'XT"Rc
CEN ; RAL PLAZA WALL AND RAILI!`tiG
SECTIO_ N CC
SCALE: I i/2" -0"
WITH MAX I' MM GRAVEL
SECTION BB
SCALE: 1 /2"= i '-C"
PIER 'B'
BALUSTRADE
;a) STAINLESS STEL DOWEL
- SEE PIER'B CAP DEAL
4'MORTARJONFF IYP,
PG YSTNRFNoFO,R INSULATION AND tXPA.NS!ON
COP CR Tr E,LL
PRECAST IERS-AFT
F4 DO`JVE'-K
PRO-4UD:NG
1/2" cRM ORAILIAG CAP
/q" MORTAR IOINT, —
'RECAS- SALJS T ER Tl'
1/4 MOR-ARR I O N -
RECESS IOINT I'D A -LOW
rOR PO NT',ING AF FE,R cRLCf ED
") STAI.,LESS STFEL DCWLL
D-R,DIAC INTO cC'JNDATIOt,
SCALE I"
-- -- - ---- -X W ,ISCINJOIT�
N Io vi -t'R C r O'v ID -y, 3 S'AL
RP C' F EA- N
S NCA.' A
ON JL.
9RA S POR -,,P 0 -S, TYP.
--SEE X X - R"r EP.
AR SF ,.. RD
-_._---4 X5 WJ N --
..� .fW"13 zDM'XFA.SCN ,-S
a 'cam E N/.,r NFOR� M
`x ca>C,
-' �O --- cCCRE'CAlc 3r. P_OURSF
—>.,.. .�...�-3c.R'D,
Fr
78
j
SECTION DD
SCALE: 1 t/2"=1'-0'
pnc \ S''J N
_YENS
v: R r jA
\C E
W'r"R X"„RE
-I MAX, I',iP1M Ct4.:`,Vc_
W
LR'B EASE D_ -ASL.
LU
- ,3/8') S-AINLtSS STEEL DOWEL
/
- SEE PIER B U\'DER COPING DETAL.
3) VAR ES
F4 DO`JVE'-K
PRO-4UD:NG
1/2" cRM ORAILIAG CAP
/q" MORTAR IOINT, —
'RECAS- SALJS T ER Tl'
1/4 MOR-ARR I O N -
RECESS IOINT I'D A -LOW
rOR PO NT',ING AF FE,R cRLCf ED
") STAI.,LESS STFEL DCWLL
D-R,DIAC INTO cC'JNDATIOt,
SCALE I"
-- -- - ---- -X W ,ISCINJOIT�
N Io vi -t'R C r O'v ID -y, 3 S'AL
RP C' F EA- N
S NCA.' A
ON JL.
9RA S POR -,,P 0 -S, TYP.
--SEE X X - R"r EP.
AR SF ,.. RD
-_._---4 X5 WJ N --
..� .fW"13 zDM'XFA.SCN ,-S
a 'cam E N/.,r NFOR� M
`x ca>C,
-' �O --- cCCRE'CAlc 3r. P_OURSF
—>.,.. .�...�-3c.R'D,
Fr
78
j
SECTION DD
SCALE: 1 t/2"=1'-0'
pnc \ S''J N
_YENS
v: R r jA
\C E
W'r"R X"„RE
-I MAX, I',iP1M Ct4.:`,Vc_
W
LU
V
Z
O
L
W,�/
LL. 7
L0
1
�j
�
K
U
I.tJ
L
? D
�I u
J
LJJ z
Q
z
az
LU

to
=LANT SCHEDULE
Nyssa 1 !vel ca
Black Tupelo
e ca. in
De idu s Tees
common Name
Arty
-
Sourwood
Symcel _ -_ Qnty Sce Name -
Matched Srec::le^_-_--_ _
X
Oxydendvm arbore..m
X r ea crier a^bdens's
Serv:cene 'h'
2 ca mh
N stistem
-
Rver B_, -ch
3 cal mi_
Md_tistem
Betula raga
Q _rws phel os
Ma:c,ed 5 < cn
Virginia Sweetspire—
V —X
America, H,mbeam
3 ca mm
atched Specimen
GX CS'p %S camiin'ana
azc,ed aa - --
Igo
X
Q ec s tt I
Ta..cl,m �is'c^:;m
X Cercis canadenss
Redbud
3 <al. ni
Matched Specimen
'rg.:_IS
F-getree
2 cal. min.
n
Matched Specimen
X ,'o,am,,S
—
X
-
X C.'ode,dro, ,,I j era
Tu:'io Poplar
3 ca;. min
Matched Spa
X
Nyssa 1 !vel ca
Black Tupelo
e ca. in
Corn its
rn-.col
Arty
-
Sourwood
3cal. rel^.
Matched Srec::le^_-_--_ _
X
Oxydendvm arbore..m
White OSK
3 al -r.
Mac ed 1c e^
X
Q erc s.Iba _
Willow Oak
3 a:."
ac,ed r c-oe�
X
Q _rws phel os
Ma:c,ed 5 < cn
Virginia Sweetspire—
_
'men
cenfe
ra ml r
Oak
6 a,
azc,ed aa - --
Igo
X
Q ec s tt I
Ta..cl,m �is'c^:;m
Bald Cypress._-.--
b h mi_
mt_c Spew, en
�Ve'$"cert
-
X
Name
Sic
Corn its
rn-.col
Arty
� e '<.�
-ommon.
-
-
lakbeny
X
Mag'. vam
g^ i.g i
Sweetoay Magrelia
B ,t. r^_
Matched S e-%
X
.I< m 1c as^gym AM
-.
Wax Myrtle
8 m
Ma:c,ed 5 < cn
Virginia Sweetspire—
nanRna.
cenfe
ra ml r
Carolina Rase
S v Q v
ccen£tc�
X
�a
xXX
b h mi_
mt_c Spew, en
V
1
k
- — --.--_
-.—
-
' X
_
X
XXX
XXX
B ^t
Matc ed Stec -en
X
- -
C.�snd h.., iabfc n
Rve Oss
-_ --_--
/. XuG<,__--
Sh'.bs
X
Sae
C-s's
_ymool
Qnty
Sc _iGr�ame
Commo, Name
`R :.
leo sb Buckeye
IS'h� r n
X
Ag coo f
o —aa -e.,.th-e
_ g—. mn E -_—
-_—
X
Agareta ;0 1 za_.:_ reas_:re_
- _ Dwa'f 9.1da '_eucotnoe
X
C c l a a
- _
A—cal Beautybeny
--
X
C yca thus f o
S -at n,b
n m'r,
_—
x
C c a,,:h s cde a.l',
_
oaCo os•,
mi-
..----
�-
X
e _r o
atmmersweet Cletna
-8"rte min.
i�
X
�o v amo _ _
— _Iky Dogwood
_
S " S„o CO
Syr- o Q=. y S e _:fc Iva. e _ Common iJame_ - --
/' . v P� II Mount v ry W t,, Alder -
---
-
X
-
Hamame ^g :a a
-I
W.ch Hazel _
(:
x
riydrangea q e c fo is
Oa lleaf Hydrangea ., h,. m 2
X
X
ex glaura Nigra
lakbeny
-_
X
fex ver<ati:ata
Common Wi,teraerty 8"'t.
u
X
.I< m 1c as^gym AM
W^ite Flor:aa Arise Tree
_-Conoy
N
Itee o ca
Virginia Sweetspire—
nanRna.
ra ml r
Carolina Rase
v
X
Rosm.a. ds cf'Jnals
Rosemary _min _ _
{—� X
X
Salzx cle Ke^er
3a k rs Dwa� Wil'•.ow-
X
X
_
i a ,.cc be -a ` _g o 's So,z
Dagroo Sp ,e Ancorvrtae--
-_
--
-
Fn'o sr Rlueoe �4 h Y,. - -
g � —
u
X
V cu: ov� os
-
_ _
_-Conoy
Z
i
Barxwcoa V -"m
X
Jar: 1 ca" -,7a
e JeLTam--
�r
o r
M
{—� X
vo_m. dem
r, o rooc Vfo---
_ 0 0
X
Vb�ra„ rt+ytaocryuam—_
eltllrll" 11111
x
_
Y cca giauca
S
Cro dCeve'- I pe—all
Z
i
I 2 Z
I°
- m
Nae
S v Q v
ccen£tc�
o c .
_— --_
X
Carex gay"-
"-
k
rapvaI axa Ga'nens'
o
C. n C " lum Yew
-
' X
E - -,ea � _., ea
r� _'e �c,efiowe
--.---_
-47
-$ x
d'cec
Blac, Evea Susan
X
- -
C.�snd h.., iabfc n
Rve Oss
-_ --_--
/. XuG<,__--
5
X
_-
Aes ' Ps s hero
B erf'yweed
24
._-.
X
> __ by ,copo� .,r
nie N -tem
_
`R :.
. X
- cat,
loe Pye Weed
_ g—. mn E -_—
L les
Qrty Sce^ c Nar;e orr a, Name e -
—_.- X O-atS S-a^.dl Eve -green Gerrats _
x Tac elo �e'-.urn ,as. ^..iG`s-on`ederate jasm.ne
4�
l
I I
m
z
z�
�r
o r
M
n m
'U$
G LL V
_ 0 0
_Y
S
Z
i
I 2 Z
I°
hJ- �
O
f
3
LL �N
a
i
�3 p
F B'.
0 grx€
N y
C
Q i a
e
KENILWORTH AVENUE i
•
N�m
i w
i� w
pC
ti f
_. (, z Z
0 Q
g
a
z
L Z Z
Wpm
J N
u Z
J �L O
z i
i
r
- ----- -
W u
Is
AMN> M
F/7StY C
3J <
U`
a� _; 60'

MIXED BEDS—
SPECIES TO
MATCH MOREHEAD
STREET TREE
LAWN A
0:10
KINGS DRIVE
LAWN
R/W
LAWN -
A z
4R
ESPLANADE TREE -
NUT -FALL OAK, TYP.
SHRUB PLANTING
z
MIXED BEDS
Li.i
Lli
TREE PLANTING
z
0
LL!
Lu
U
z
0 9
W
NUTTAI L OAK, TYP.
KINGS DRIVE
LAWN
R/W
LAWN -
A z
4R
Z
0
z
Li.i
Lli
z
0
LL!
Lu
U
z
0 9
W
D
Luz
> 0-
Z
V)
u
0-
ui
102
0
cc
z
u
z
z
Z
0

------- - ---
------ -------
jg
I z
Z
nlou
CIN
4
-------- --
--- --------
OWN
.lu
Z
Id P
g
U
z
G E
LU
LLJ
E A
z
W<l)
LU
cl� z
U 0
u 0<�
L.Lj
V)
LU Z::�
> o
z
z
g
cq
z
LU
LLJ
z
W<l)
LU
cl� z
U 0
u 0<�
L.Lj
V)
LU Z::�
> o
z
V)
CL
Lu
0
—j V)Jr
z
Z
z
z
CL
z
g
cq
6

I
10' 40'
Z'ppd. a6S
Q''l1�2��ktl SP.
o
m
ivy
Q
w
LLI
LU
LU
UZ
O
� U
Lu
D LU
��
wa
F— z
J �
z
g
CL0
Z
z
g
CL
� O /�/�
m rn
Y o
y W
EN3_ yG
WIL FLOWER SEED MIA FOR
o —.--—
_
l�•
R
tom: .- ° ✓
�_ - �
� _.
:,�►�Z
�
00
/ �_N
wwas-
I
10' 40'
Z'ppd. a6S
Q''l1�2��ktl SP.
o
m
ivy
Q
w
LLI
LU
LU
UZ
O
� U
Lu
D LU
��
wa
F— z
J �
z
g
CL0
Z
z
g
CL
� O /�/�
m rn
Y o
y W
EN3_ yG

KENILWORTH AVENUE
L
ZIP
r X
u
WILDFLOWER SEEDING
/ H j
—AWN---
AILN
10, 0 10' 20 40'
Z
uj
Lu
Z
0
Lli
uj PIS
I. z ct
U 0 9
U <
Lu
v)
Lu z Z
cn > 21
u CL
w0 (3
V) Z
Z
--j z
J 5L T- CL
U,
L UU
I.

TRIANGULAR SPACING E -OR
ice\ SHRUBS AND GR.OUNDCOVERS
C-8,5,,, PLAN No- TO SCALE
TCT F 5
I, AlC PLAN -!S IN IRLPARED BED AS_+lOV 'N.
'. SPA 'Ni, AS SPEC E ED, PER SCHECUL. ST AC FRED ROWS
SPA NC
2x2,8 O,A WCOC
STAKES
L'U N'-iN, YIX AS SP-CIFIeD
SAUC P BAR"
— _N,S'GR.AD-
h
PREPARED PLANT
.unre
L .cp g on y.
_.are ez a d „cac,. _n �.e >>
MINIMUM
MT Or \\ \ d
Pprc .. ✓;etxn g r. N. or rcce'a x n.
tb -, di ,r ,raas en.. WrKw2p aI--i­q se on.
2s ae nc. pen ; Stn,- .Kwa).
MUCH .
T OR J r a N IT '.^IT E OS, WFE­ SEL.
'ED CQO..
PLANT SPAC NC CHAR
SC4 OF A\ ARE
CT _O\
I
T, GROUNDCOVER PLAM!i�,G
V
PAC c'D•
Row A°
P A.rs/_P
ROWS
- -- — f\t�T ? O SCALE
T \/
a OC-
52L O.C.
711ZE O_ „>,N IN... __ `F
S 'RFS f T
-+-
BALL 7' ABOVE 41; ICEN' GRADE
I
T -� +
8 O.0
E' C.C.
693 oc
866 066
EC
NOT TO SCALE
al A\1 BI
YvL N VAPIES
4 SOAK EACH PLANT BALL AND PIT IMMED --L AFTER
0
1040 OC
„G
a� �' ✓a \
N SHREDDED
tV T
N1
5 O C
13 07, O.:'.
COLLAR IF, Lin HT.
- J-
O.C.
15 6111, O...
''IS
:4 O.0
7.G.83OC.
.,.,.,
T T
+
-r .. _4- .J..
TRIANGULAR SPACING E -OR
ice\ SHRUBS AND GR.OUNDCOVERS
C-8,5,,, PLAN No- TO SCALE
TCT F 5
I, AlC PLAN -!S IN IRLPARED BED AS_+lOV 'N.
'. SPA 'Ni, AS SPEC E ED, PER SCHECUL. ST AC FRED ROWS
/
TYPICAL PLANTING BED DrA!L_ ------
SHRUB PLANTING
C-8 5 Si7CTION AND PLAIN)
VIMJM 0` SHREDDED HARDWOOD ML,[ CH
2x2,8 O,A WCOC
STAKES
L'U N'-iN, YIX AS SP-CIFIeD
SAUC P BAR"
— _N,S'GR.AD-
h
PREPARED PLANT
.unre
L .cp g on y.
_.are ez a d „cac,. _n �.e >>
MINIMUM
MT Or \\ \ d
Pprc .. ✓;etxn g r. N. or rcce'a x n.
tb -, di ,r ,raas en.. WrKw2p aI--i­q se on.
2s ae nc. pen ; Stn,- .Kwa).
MUCH .
T OR J r a N IT '.^IT E OS, WFE­ SEL.
'ED CQO..
JI_____u
Ba WII
SC4 OF A\ ARE
CT _O\
u n.Ac s
rR__ ,✓Eos .. _ _.-_,
T, GROUNDCOVER PLAM!i�,G
c L A;
A>P:ovA.
CYip M R -.DEN A,Uv✓OCJ MLLCH
A'_�.= :Cs �V"vE "✓ ;_ _
C 8 � ;' SECTION — -- — - ---------
- -- — f\t�T ? O SCALE
T \/
4 - SP - -
'bvLEN a ANS �. Cl\ i
_SI
$ TCOL_J AR AROUND SHRUB BED WHEN RROA`ON SYS -E'1
711ZE O_ „>,N IN... __ `F
S 'RFS f T
FE '� �-/O-?LANT
BALL 7' ABOVE 41; ICEN' GRADE
-YE STAGGPP._ n0'A5
f'L,Q.N
E. 1 AMP PDANTING MIX FIRMLY AS PIT S FiL_=7 AROUND EACH
NOT TO SCALE
al A\1 BI
YvL N VAPIES
4 SOAK EACH PLANT BALL AND PIT IMMED --L AFTER
a� �' ✓a \
N SHREDDED
tV T
N1
-UN HARD`NOOD M'JLC--
/
COLLAR IF, Lin HT.
OF
/
TYPICAL PLANTING BED DrA!L_ ------
SHRUB PLANTING
C-8 5 Si7CTION AND PLAIN)
-� PIE s
2x2,8 O,A WCOC
STAKES
i
SAUC P BAR"
ee r ✓ert..✓. ,,,-. ] ✓
3v_ p Fd Y T g -i ir r... ace 'E"o seasmed -x_ho pp,eed b r
o 3 d
h
PREPARED PLANT
.unre
L .cp g on y.
_.are ez a d „cac,. _n �.e >>
MINIMUM
MT Or \\ \ d
Pprc .. ✓;etxn g r. N. or rcce'a x n.
tb -, di ,r ,raas en.. WrKw2p aI--i­q se on.
2s ae nc. pen ; Stn,- .Kwa).
MUCH .
T OR J r a N IT '.^IT E OS, WFE­ SEL.
'ED CQO..
C.,N,AC._D_T.A NCUO 'CR AJUiT
SC4 OF A\ ARE
_
1 tj
"4� TREE PLAN I ING--
85 SFCT:O,NI
t
/ --- S UT R 'VCH AROUND NTIRL T .ANNG 66G.
N M N A `VL A( TURF[' E CING'S N SPECIFIED
--
ED'L OF.LAN.INC RED
-- BA O MINIMIZE SETTLEMENT TAMP SO 'L MIX JNDER
A H. .ANI
--
PLAI, :NG M AS P ECIFIED
No- To SCALE
--
NOT_
I. A -RIES ARE TO BE NURSER`/ GROWN B' 'RLA? AND BALL ,B&B)
Y
N`I%IMJY- R E SIZEfS PER SO­ED,JLE C EA JRED 6 A OVE Pi Bi
R OV` AIL REA`SD On IL,ASTIC- OA ED BURLAP. STRAPPING, Je h.- CP,
N1Y ON TVVP IE FROM _R007 BALL AFTER c. TING PJ HOLE, CLT AWA
! Ati SI P F W'RE BASKE. ANY,
r
NS7AL. TOP OF P_AN BA EVEN v TH On ` ABOVE EXIS I^G CRATE
yE. T LIV / R,„CAL P051 ION PRIORTO STAKIN
/
SOAK 'LANTi AND T MMED ATE -Y P 'ER NS-ALLATION. F LACE
f'� 4 6 OF SEASONED MULCH OR "INE NEEDLES AROUN-i BASE OE TREE
L Ui-Nl ETEP. MIN. MUM.
6 Nb .A' `R 5 FROM GROUND TO LCVVFST BRAtiCH^S WITH BURLAP OR
/ IIEP IAFAI PA RPO°TONAL). SECURE NEAR TOP AND P 07'O-'„VITH
✓� HEMaS-RI',GO'v"'!-
7 t' -E BRAINC STRAPS ARE OPT (DIAL xE PO_YI POPY'LEVE WEBBIKC
ON-'L
OR ROPE -03' IN DIRE. _ONTAC-*TTHTRUNK
RPI ALL TREE STRP.PS AND IN
WRAP A -TER ONE GROWING
I\
S A\O.
= fi d uY WIRES ARE NOT PERMI'TED'N S REE F RIG'rT-OFFWA”.
-REE BRACING STRAP
2N2" OAK WOOD STAKES
' TREE .NRAPP NG
EC IM h S: IREDDED HARDWOOD T-1 0,
AJ -LR BERM
ISN
tiJcS CA,. 'AILS
MI C
Ai " {.
45E
6 L
C 1, R A C,IID TFI.,IJK
a R
PSE -'NC MIX
I ..
MULTI—STEM TREE
i'
>; ✓
-� PIE s
SEE GPAT S AIDASSO c a s
fi I
na sd,s­k, an/ .•v. etc .roc. b....v
I <f ersLa3 gads.
I✓ ✓
ee r ✓ert..✓. ,,,-. ] ✓
3v_ p Fd Y T g -i ir r... ace 'E"o seasmed -x_ho pp,eed b r
o 3 d
/-
I�
.unre
L .cp g on y.
_.are ez a d „cac,. _n �.e >>
III G' Sa -,J1- S '0
Pprc .. ✓;etxn g r. N. or rcce'a x n.
tb -, di ,r ,raas en.. WrKw2p aI--i­q se on.
2s ae nc. pen ; Stn,- .Kwa).
T:EJPTO N- E_'G Q 'c
T OR J r a N IT '.^IT E OS, WFE­ SEL.
'ED CQO..
C.,N,AC._D_T.A NCUO 'CR AJUiT
SC4 OF A\ ARE
_
-- -'x`DA iCOD- azF
u n.Ac s
rR__ ,✓Eos .. _ _.-_,
c L A;
A>P:ovA.
CYip M R -.DEN A,Uv✓OCJ MLLCH
A'_�.= :Cs �V"vE "✓ ;_ _
:=h� __API
T \/
- 0 3 DF3LR,Fp
N x
v-
MP h II
NOT TO SCALE
6 Y EVERGREEN TREE
—/ -- — — --
``
C-85 ' SECT;GN
THIS DE 7 AI'_ APPLIES TO BOTH SINGLE STEM
AND MULTI -STEM _REE5
X 11 X o OAK
WOOD S AKES
5 R
BERM
PREPARED
P.AN NG MIX,
MIN M'JNIT i
MULCH
PLAN 4-
3 !'lAXj
O� PLANTING ON A SLOPE
\� /
JOTES
aeryg ,b'apan �B&B>.P,e_a1e
.ted o. Cas-c.coatee bu' Stapp -ng, ,. .., ero.�rot.all
e I H. ee -_er. a,E e. �Pmc-Tne
d � d
g d p 'p ':,
db - p b
ec. EP a� w, ta,.i< 4 ^love al Pva,d _tin<'rvap IRer Pne grnwg eason.e n
. .t ber.�- t ^t right- y.
UCCA _A l..-ICR' AWAY FROM TREE TRI, MK ON S DE
=nPNAILIV 'IID"'WL RON SiACCE'TA3T
+`/OOGEN
SBS --ITE AICi CR 91N LY.
-AS-, -R,,I< -0 S-AlE WRH TPE=R'NG
,k'Av G. I=Fl. L-hAL_BO,I SA RE ICON OR Bi
1321E`, TO FINISFE_ CP.ADE AS - BORE -O'a_VIO.,S GRADE
J' N V 5. ECJFD >R NvCDfiL.C,
R, 0 A C_R J 1 \
OJ \ tiA A RF TO C P E2lAn'F
NONCE I PADABLE F, FAI 5,.SI Z I E
..r:IAC TE..TC) 'SO,- `1X Ca ('_1a,-:.,B=Cr1_
:0' PACT 5-a 50,L-0 -0-1 E_D STA_ ANI PPEV=ti
Sc NG
NOT TO SCALE
A _ ,1)1111%3;. ".. ✓. .ee .ze ,>er scne a.
J' 2 R ape ng, Alw,,e fv-...ot :All
?....e
{� ree ne, j vP a sex rung gade an
v nee prop c _a.e F e ,.Iy „r 1—
a o .ea.oned m„Ic or pine
of .re .' 3ar�eter r
�t[ S nea Y g o'r .vine rvap c
E A d-, -e.
see e P € v
ec cma. gv e e yl , Ig Ii, r p . De m
/' �_brank Rem_A�. sre ..p znd.^_a<wrap aPe-one g�c.vnq seuon.
/ 'T.ES
/ TRE 'vRA'ING
5ALF� B-11
R JFLIP 0FRU
/ T 5
P>NT NO IIx
FSG BERBALL
Y STING SL3GPA_;
OM L,
O BE 6 NCHEC ,
I ..
PLAN TiNGS IN STREE' RIGHT-OF-WAY
GENEUAL NO. ES
SEE GPAT S AIDASSO c a s
r_ a0 —1 c 'N
5 RLEISCA EG I' E N_S 1 "
Iu O.- R SYS.')' F '. C O C'. SI NLJ
5 R -E S Ql, E nD -RO C I C L -
ALDI O "Q..,P _ 'S 11— ..�.. .
..UC -1-01. O i L Y S INCiOAC e^" -V I .. APa0 OC 55 `tCLaU�
N OPIA .;N:+k<.,uJ NG COS., S13 �:;A -1 NS M..E CO'HWGL FIQJ+ N n.
III G' Sa -,J1- S '0
) I Si RES' CT—i' G 1-1 1111.1
T:EJPTO N- E_'G Q 'c
T OR J r a N IT '.^IT E OS, WFE­ SEL.
'ED CQO..
C.,N,AC._D_T.A NCUO 'CR AJUiT
1 -1 S -17 D lv '_EU C CO SAG- EQ RfN_h'15
3. A ISL ON I- ­L
_AILSCA'l 1 oN
_ - e_ .-NCO-AIA' CUE IO COn A.. .,=CFL.I,Q
u n.Ac s
rR__ ,✓Eos .. _ _.-_,
c L A;
A>P:ovA.
A'_�.= :Cs �V"vE "✓ ;_ _
:=h� __API
NOT'O SCALE
- PEI D, - -O 13 3URLAP F ROI`^ R&B -'F3- E
1,N7NE11X
II ,DERRA-L -OMNI SL77-7 MEN'n TREE PLATING — NOTES
G i , (DRAINAGE AND INSPECTION) — —
— NOT C SCA -L 8 5 NO O SCA_c
GENERAL NOTES
PLAN IA INSi-AL-BE NATURr- L FEF E A C I IR Ci_,
CAPAB SIANNO VIGORO S A 4I IT a B_
DEV LOP AM ND NG THE X � G St_ R O H-
EXSTI'v S - A\D REPLACING S/I rl', ,SOI SIA -
JNIFOR -=­ ONTHRO IC. 1 VISLROm S'..BSOIL
IT S'HA L F R E OF STONES LJM S V =_AIN S,ND ­LIR ROOTS.
R ,A '.R P
STICKS A\ EXTRANECl,Sf .IN �` NO -
BE
v A v
v
� A F3 r
db .,SEC FROZEN OR u ..O N 'J S
OTP+FR H F I'70 -PID IN 71HE COH-RTPCI DOC, IEIN-S ­_ANJ NC
MIX SHAL C -`TTA N THc FO'_LOW N.G SPEC FSRCEN. AG3 Or
CONST. UE\T4
CLAY N`,l'IG `^..AXI^1" C-\'
LR ''_AY WE ULVERIZEDy
-A L BE STERILE
59L YIN "; Y 3091 = AXIM `r >
COAPS n 1AU M DIMITY 30% MA/ NIU'1 4540
A -SANG AND PREE O. 'C. .,
1 0,l MM N DIA E R
ORGAN D \14-ERAl- MINP'Ur' „o
ORGANIC MAI'E41A ' �N Ma(n `!H:,Ml,S
JCH AS SAWDJS K Ar G ' -AT .AS
LCM ETED TH E O. FCS N P OCES.
A MKTAC� OF OR AM'.C VA 17ERSP ALL 3E
J
E ERM N D 3Y SS u < OF M IST'._, iF
-PEE SAIPLFS DRIED A 6S DECREES
P.AV NC `I I S-iA.__ .iAVE AN A - 'D 1%` RANG'F P, >.E "C Pti 10
NTS- r =.iNTNu, I-.;.
cA_G1 I ro aG
Ac,N SI uZ 3v'C.
?C`A55 J b T X,
P 5A`iF_E O T RJ'CS FJ - NC r 3 TED TC A
R RESENTP I F F '� ry � Er IIV I C ) BTM NT 15
,A '\DAR S -PRIOR O NSTALLA 1:0% A caRv,v=D EP OR
TO INSTALJ+TION
W
�W
V
O
W
W co�
U
Z
Voz
z
y
Q
/ P1 uj >- J
LJ z Q
t/1 � 0 �prr��
W 1 V
Z
z
F_—z g
.�.� z a

SELECT FILL. MATERIAL BRIDGE RAILING
(TYP,3EHIND EA.. ABY OTHERS)
ABUTMENT WALL)
I
HP 12X53
(TYP.; CAST -IN-PLACE
ABUTMENT WALL
(TYP,)
LI
L BRIDGE FOOTING
(TYP.)
BRIDGE STRUCTURE
(BY OTHERS)
ELEVATION
(STONE FACING NOT SHOWN FOR CLARITY)
- APPROXIMATE
EXISTING GROUND
TIEROD ANCHOR
JJ 11PRECAST CONCRETE
- - " PANELS (TYP.)
I�
II
II I
'I
II
I
;TYP.) (TYPJ
NOTF .-
1. BRIDGE STRUCTURE SHALL BE A PRE -FABRICATED BRIDGE
ENTRANCE WALL SYSTEM AND SHALL BE CONSTRUCTED PER THE MANUFACTURES
(TYP. EA. END) RECOMMENDAT: IONS,
(BY OTHERS) 2 NCP.ET� C^• E FOR BRIDGE FOOTING AND CAST -IN-PLACE ABUTMENT
WALL SHALL BE CLASS A.
-_ 3. FOR ADDITIONAL NOTES, SEE SHEET 59.2.
4. FCR PILE PANEL WALL DETAILS, SEE SHEET 59.6.
STONE FACING - -----
BY OTHERS) -k,
BRIDGE FOOTING
HP 12X53 r -
BRIDGE STRUCTURE
(BY OTHERS)
TiEROD ANCHOR
- CAST -IN-PLACE CONCRETE
— -i
8'-0" 15'-0" 2'-0" j
f ABUTMENT WALL
DETAIL /` B
0 01'
e
SECTION
00
AILINU
FACING
BY OTHERS)
aEPA
0a
o €
U
Z
W
Lu
ry
II
S z
0
WW
LL1 ry
0
Z w
�O°z
P7_ Y
W a
WZ
O
O
Q
W
E J
cn z (J
t- () J ca
F— z 2 °
LLj
2 m
m
' w 8 O
¢
�Zz �,W
Fes//
HUQ m
K V
oao(ia0a u=iC/)
BRIDGE
PILE NO.
-=MBEDMENTPILE ANCHOR LOCATIOP
WAi-L HEIGH, I ` LENGTH LENGTH 1 FROM IOP OF WF LL
FT? (FT) �(FT) FT)
---
❑2
7'-0"
— -i
8'-0" 15'-0" 2'-0" j
L
7'-O"
8' 0"15'-0' 2'-0
©-"
11`-0`
i !V -O" 22'-0" 2,-0„
— {
❑7
12'-0"
; 12'-0" 24-0" 2'-0"
®
10'-0"
i0` -O" 20'-0" 2,-,0„
TO
12'-0;
—�-
9'-0' I
_ I_1-0'-
12-0"
Ti
10'-0"
0'-0" 20'-0" 2'-C"
aEPA
0a
o €
U
Z
W
Lu
ry
II
S z
0
WW
LL1 ry
0
Z w
�O°z
P7_ Y
W a
WZ
O
O
Q
W
E J
cn z (J
t- () J ca
F— z 2 °
LLj
2 m
m
' w 8 O
¢
�Zz �,W
Fes//
HUQ m
K V
oao(ia0a u=iC/)

CONCRETE PLA
WALL FOOTING
DECORATIVE WALLS
WALL 3
WALL 3B -I
�� -- U WALL 3A -
DECORATIVE
BASELINE
10'-6"
PLANTER WALL FLAN
DNCRETE PLANTER
AL AND COVER
L---,
I
la_ 2 0 6'-6„ _0„
SECTION
�1l
m
WALL
DECORATIVE WALLS
—PLANTER WALLS
WALL 2
\�Sxp
0
LOCATION SKETCH
DECORATIVE WALLS DECORATIVE WALLS
TYP., r (TYPJ
PEDESTRIAN BRIDGE DECORATIVE
WALLS
WALL 4
DECORATIVE
WALLS (TYPJ
Z
W
v— 0
c
W
LUW
U
W
®°z �-
Q :D
<wa Q
(Dc�
:D>o Q
U ?�
W p x
�cl)`nu z
V J <
F— z L) LULUL—
:5 lY
- E CONCRETE PLANTER
WALL, COVER, ANC OPENING
CONCRETE PLANTER
o_
COVER ,TYP.) 7
3'-� —., - 'WALKWAY
iTYP .,
r i
i
SELECT
PLANTER
!
„ BACKFILL
MATERIAL
vd
r
CONCRETE
AL
W'_
MATERIAL
PLANTER g„
(TYPJ
(TYP.)
g„
L---,
I
la_ 2 0 6'-6„ _0„
SECTION
�1l
m
WALL
DECORATIVE WALLS
—PLANTER WALLS
WALL 2
\�Sxp
0
LOCATION SKETCH
DECORATIVE WALLS DECORATIVE WALLS
TYP., r (TYPJ
PEDESTRIAN BRIDGE DECORATIVE
WALLS
WALL 4
DECORATIVE
WALLS (TYPJ
Z
W
v— 0
c
W
LUW
U
W
®°z �-
Q :D
<wa Q
(Dc�
:D>o Q
U ?�
W p x
�cl)`nu z
V J <
F— z L) LULUL—
:5 lY

624
i1 629.83
n ;11
1 4L
� 2
li
I!
PILE NUMBER° E]
PANEL TYPE- 6
E
ilni hu I11 I 1!I Ih; I11 dl �� lip.
I 411 p I11 EL. 111 63G.83� n(
E il 4 629.83 iii ni 1i
111 Iln II 1 !1 it II 111
i i fV !`�1 �1 T
n m m: h II 11 Ills--�!w ul ly 628.83` a 11 nl !i
!Ips l;p��,n�-- ,II 11-'ijljY 11111 1111 11j III _. I11 I I 11 111 111 TIEROD ANCHOR
n' Q 11 i11 h 1111 11 I li CI_. a 11! l� n 11 nl n
'iwl, —6n Ip --! 1 nl 11�! I 1 ni
i I I I 711 111 111 111 111
-1!in Idll �n II EL. 111 cli !41 527.83 nl II! 111 ,,�
III Ali It I11 11 1 I! 11! 1 I 1 1 D
EL. 11 11i I1+ 626.83 11{ Ali il! In 111 -y` ILE (TYPO
i ii` I !' III 11 111 ill :1t nl 111 II! !11 1!1 ''k 18 19 21
i! 11 f11 I 1624.83 X11 :u 111 1j1 11! j 11 ly
I:! i11 ili ill il; 'II II1 1j1 111 17
JI � 111 111 Nil 1�1 71! 111 11 I
ill ill 111 III I!1 In IU 11 - ! �� Ij�1� �16
!�(i 111 fll 1�1 I)I .II 1 ''`'� i qI L_J
TIEROD ANCHOR E
ill 111 111 Ili 1�1 'd'i ,, 13i LJ
12
U
+
9 to (-- PRECAST PANEL (TYP,) 2 3
�
`-- 2'-6" 0 CONCRETE
DRILLED SHAFT (TYP.)
2 SPA @I
5"+ 6'-0" 3 SPA 2 8'.0"= 24'-C" 3'--10"*
r -- _ 14 SPA. @8_v" = 112'-0" 36'-7"+
--�
^-6" 0 -0NCRET
DRI' -LED SHAFT (TYF
PANEL WALT_
ELEVATION WALL 1
(RAILING NOT SHOWN FOR CLARITY)
CAST -IN-PLACE WALL
PLAN
PANELS
PANEL TYPE
WALL
1
0
©
PILE TYPE 11 HEIGHT
PILE NC. � FT)
_
U HP 12x53 I!"
EMBEDMENT
LENGTH
! (t=T)FI`
13'-O°
1
ANCHOR ._CCATION
FROV TOP OF WALL
=Fi)
---
q— TIEROD ANCHOR
�'
u
TIEROD
ANCHOR
TIEBACK ANCHOR (TYP. U.N.O.)
24'-O"
25'-10'
I
HO
---
---
I31
u
HP 12x53 1
��•-----------------
9'-O"
13'-6"
-6"
---
I�.� ie
ai `�'e�
Ill -i
D m �'
Ill'-
�o lii
�ia
iii
O
in �.'
is
26'-0"
iii '�
iii
m O
iu 6 iii
6
iii
�O ei
6 m ui
0 o --"'
17
m III
pl til'.
a
`
ie he
ue��ila
F In
pe�m�
E In
m
m
n
\
LJ
m
m!
m
m
m
1p
�in
m m. m
�m m
'�---
m
m
19
m ul
m m
el pl
m 1n
_ -
e
._..•e --"
TOP C: PILE j
n EL li,
11 In;
11631..831 n1
1' I
i I
��'
�'�J
�'.
° iii
1!
1 n
�. l '1
J .11'
ii
Ilu
m
i4
iii
n
nl
I�
III
©
° %
��
I \:./
°
dl'
III
I I
'�
!
14
Iii '�
I
Ih
iii O
1
ili O
1
I h
1 ei 4�
--'_•_wi
iii
11
m -'"IwM
o ii
In ..---In
— nn!
1111 Iii
.� - ' el - �4iil
I
pl 1�,
I EL. ,�y.
III , °
hl �- PROPOSED
t
GROUNDLINE
`A � (BELOW)
7'-10"
i1 629.83
n ;11
1 4L
� 2
li
I!
PILE NUMBER° E]
PANEL TYPE- 6
E
ilni hu I11 I 1!I Ih; I11 dl �� lip.
I 411 p I11 EL. 111 63G.83� n(
E il 4 629.83 iii ni 1i
111 Iln II 1 !1 it II 111
i i fV !`�1 �1 T
n m m: h II 11 Ills--�!w ul ly 628.83` a 11 nl !i
!Ips l;p��,n�-- ,II 11-'ijljY 11111 1111 11j III _. I11 I I 11 111 111 TIEROD ANCHOR
n' Q 11 i11 h 1111 11 I li CI_. a 11! l� n 11 nl n
'iwl, —6n Ip --! 1 nl 11�! I 1 ni
i I I I 711 111 111 111 111
-1!in Idll �n II EL. 111 cli !41 527.83 nl II! 111 ,,�
III Ali It I11 11 1 I! 11! 1 I 1 1 D
EL. 11 11i I1+ 626.83 11{ Ali il! In 111 -y` ILE (TYPO
i ii` I !' III 11 111 ill :1t nl 111 II! !11 1!1 ''k 18 19 21
i! 11 f11 I 1624.83 X11 :u 111 1j1 11! j 11 ly
I:! i11 ili ill il; 'II II1 1j1 111 17
JI � 111 111 Nil 1�1 71! 111 11 I
ill ill 111 III I!1 In IU 11 - ! �� Ij�1� �16
!�(i 111 fll 1�1 I)I .II 1 ''`'� i qI L_J
TIEROD ANCHOR E
ill 111 111 Ili 1�1 'd'i ,, 13i LJ
12
U
+
9 to (-- PRECAST PANEL (TYP,) 2 3
�
`-- 2'-6" 0 CONCRETE
DRILLED SHAFT (TYP.)
2 SPA @I
5"+ 6'-0" 3 SPA 2 8'.0"= 24'-C" 3'--10"*
r -- _ 14 SPA. @8_v" = 112'-0" 36'-7"+
--�
^-6" 0 -0NCRET
DRI' -LED SHAFT (TYF
PANEL WALT_
ELEVATION WALL 1
(RAILING NOT SHOWN FOR CLARITY)
CAST -IN-PLACE WALL
PLAN
PANELS
PANEL TYPE
WALL
1
0
©
PILE TYPE 11 HEIGHT
PILE NC. � FT)
_
U HP 12x53 I!"
EMBEDMENT
LENGTH
! (t=T)FI`
13'-O°
FI'E
LENGTH
!3' !!"
ANCHOR ._CCATION
FROV TOP OF WALL
=Fi)
---
SHAFT
LENGTH
(FT)
---
u
HP 14x73
1'-10"
1
24'-O"
25'-10'
I
HO
---
---
I31
u
HP 12x53 1
4'-6"
9'-O"
13'-6"
-6"
---
JHP
1-57
i4x'_17-----7'-7"
HP 14x:17
9'-
F 9'-0"
18 0-
i 16'-6"---
27'-4"
I
26'-0"
6 1
HP 14x117
9'-4®j
i�7'-4"
i
26'-0°
17
HP '_4x117
9'-4"
18-C"
27'^"
3'-6"
LJ
HP 14x117
9'-4"
! 9'-0"
'�---
3-611---
E
HP 14.117
8'-11'
9'-0"
7'-10"
3'-6"
---
HP 14x1!7 1
8'-4"
9'-O"
17'-4-
7'-4HP
H P12x53
7'-10"
- 9'-0"
6--i0_'---
12
HP 12x53
7'-6"---
13
HP 12x53
6'-8"
9'-0"
15'-8"---
i4
HP 12x53
6'-2"
9'-0"
1 15'-2"---
1
15
HP 12x53
5'-7"
9'-O"
4'-7"
3'-6�-
16
HP 1.4x102
5'-1'
27-0" j
32-1"
---
--
171
HP 14x102
4'-6"
27-0"
31'-6"---
18
HP 14x73
4'-0"
24-0"
28'-0"
---
---
19
HP 14x73
3'-6"
24'-0"
T 27'-6"
�-
---
---
20i
HP 14x102
2'-11"
28-0"30'I
11"
11'-6"
---
21)
HP 14x102
2'-5"
28'-0" 1
30-5" I
10'-6"
---
SHALL 1
(WALL CAP .NOT SHOWN FOR CLARITY)
PRECAST
PANELS
PANEL TYPE
NO.PANELS
AO
0
©
18
©
5
5
OE
4
1
O
0
HO
0 -
6
0
PLANTING STRIP
(BY OTHERS) —
TIEROD ANCHOR -
WALKWAY/STAIRCASE PRECAST CONCRETE
(BY OTHERS) , PANEL (TYP.) --
_ HP 12X53 PILE
_SECTION D
22
N0T'EC=
1. CONTRACTOR SHALL FIELD VERIFY THAT THERE IS NO CONFLICTS
BETWEENND THE WALL SYSTEM AANY UTILITIES PRIOR TO o z
- PROPOSED INSTALLING ANY PORTION OF THE WALL. z N
GP,OUNDLINE
(ABOVE) 2 A PI_ES AND PANEL STOPS SHALL BE °ASHT0 1A270 GRADE 50 �3
A!_ _VANiZED.
E
3. Ai -L 'NE'LDING SHALL BE IN ACCORDANCE Wi "! CURRENT AWS �
SPECIFICATIONS. M
L m C
4. ALL EXPOSED SIRFACES OF THS CONCRETE PANELS SHALL BE
ALL 13ILES SHALL BE HE
INSTA''LED TO THE MINIMUM EMBEDMENT
AND 'LENGTHS SHOWN ON TSE PLANS.
5. AL- EXPOSED SURFACES OF THE CCNCRETE PANFLS SHALL BE
ROUGHENED.
G. CONCRETE FOR PANELS AND WALL CAP SHALT- BE CLASS AA.
CONCRETE FOR THE DRIL'_ED SHAFT SHAL1 BE CLASS A. b �"
7. T -E BASE OF EACH BOTTOM PANEL SHALL BF LEVEL.
9 V Er HOLE DRAINAGE PIPES SHALL 8E nE��LE 40 PVC SOLID
CONFORMING TO ASTM D1785 AND SHALL HAVE A SLOPE OF
1:i2 TO DRAIN.
9. GECCCMPOS7TE DRAIN STRIPS USED ON THE BACKSIDE OF THE
CONCRETE PANELS SHALL BE A MINIMUM OF 2'-O"WIDE.
10. IT IS THE CONTRACTORS RESPONSIBLITY TO FOLLOW ANY AND ALL
AD- TIONAL OHSA AND STATE SAFETY REQUIREMENTS DURING
THE CONSTRUCTION OF THE WALL SYSTEMS.
1i. CAST -IN-PLACE WALL TO BE A CONTINUATION OF STONE FACING
BY CTHERS.
12. FOR ADDITIONAL DETAILS, SEE SHEET 59.6. --
A
U
Z_
w v
3
pi
s=ja
ee
l�
z
!W!'�
W
3� O
W Q
W W
N
L.L z clf�
w
Q:
Uo_z
RAILING (TYP.) (� �
(BY OTHERS) Q W a
(Dc} r
r-
ZZ, J
SEE "RAILING U) - o
1 CONNECTION
DETAIL" W Q 2 (>
z
U) L14 z
I— z
J Of
STONE FACING
(TYP.) (BY OTHERS)
RAMP WALKWAY
(BY OTHERS)
z
- o
1 1 �
I !
1 S
! 1
1 1
1 1
T } A N
<wzy3U~ VI
?zZ Ym Ww 1—
'L NQLLI (:QC Wr^
QO�UO0a w�,/

r
m
l P. 3 P LAN DINC P.
f
8'x43;" STONE
SE A30'VE
\
S cP
2 ST'PTL jBINC'N' ONE
�
�
--0. 1..
-f Ir-f,�
\\\\
'lil
4
O EL.
,AP
✓. \ �
p
t --
-
r
i _
OR TO BE APPROVED ED BY LANDSCAPE
a t -I. 'TER 9 FOR
I
m
-SEE GRADIA'G EOR NUIBEq 0T RISERS-
*CONCR-TE TO BE 3.LC' PSI 78 DA S EXPOSED
AG R ATE FNISh
u
CENTRAL PLAZA RADIAL CONCRETE STEPS ;
SECTION
l P. 3 P LAN DINC P.
f
8'x43;" STONE
SE A30'VE
\
S cP
2 ST'PTL jBINC'N' ONE
;'
16 6"
--0. 1..
-f Ir-f,�
\\\\
'lil
4
O EL.
,AP
✓. \ �
__-. --
t --
-
f
ORTAR � LL
OR TO BE APPROVED ED BY LANDSCAPE
a t -I. 'TER 9 FOR
I
7
��\.\.,:�
g--� ^' ,.aii�+#i \'U
ACOAT
CT
RCHiTPC
6 X5" 101 G V�M/M
L/l
RADIUS
,A s'' M . COVER
—
SCAL /2"=1' 0"
93%..OMPA..=E,. S:,3GRADE
_
-;7NOTE
,CENTRAL PLAZA WALL
AND RAILING
T SECTION
- _--
SCALE: 1/2"=!` 0"
\\�.
-SEE GRADIA'G EOR NUIBEq 0T RISERS-
*CONCR-TE TO BE 3.LC' PSI 78 DA S EXPOSED
AG R ATE FNISh
u
CENTRAL PLAZA RADIAL CONCRETE STEPS ;
SECTION
C-
3' TYP,
4' CL,`S:ONE WP _ TYP.
JRTAR. jOINT,
COP11A_TY SEE
'SANS OR D -ALS.
SME I AL HANDRAIL _ --
7 /
KC -TION
SCA:. 3'= ..
fir--- r----
�w
STONE STAIRS SH
CE,A.LS4&6 THISS-EET
SA"dD 3—AS—E lCRE`E —
EXPA',S ON OIN`S AND S: v11 _IN_S
HEAVY CLOSER TO '.HE EDGE OFT- C'kFk
SCALE 3/4" = I'-0"
INFORMAL STONE STAIRS OVERALL PLAN
?LAN SCALE: NTS
- T
1-- T,
i
8 O.vC.Rc£rRiY3 SE_T'1AG
SLAB TYP. - 3ED
EXPANSION JOINT, TIP_
;OIA -P� <�
SCALE 2
%
A
l P. 3 P LAN DINC P.
f
8'x43;" STONE
SE A30'VE
S cP
`:4
3" C''J T STONE CAP
. _ I'Ar
--0. 1..
-f Ir-f,�
WERPLAZA,
4
Iri"-"-L- - - - 4 C�TST Tor'E ✓F° E R, 'YP.
I z X. AiYS ON :C;N P.
E. C1 �11
1
1 a ArV2ED MASONRIT:_S TYP.
JF, RF VIA[ K, TYP.
'AC.-REG9_..FSEP.
f .
ORTAR � LL
a t -I. 'TER 9 FOR
��"!
°:
7
lid 5 PJC". JP.A JE ISAF.,D
A A37 CONNcC ONS
g--� ^' ,.aii�+#i \'U
-- --'� 4
L/l
—
SCAL /2"=1' 0"
93%..OMPA..=E,. S:,3GRADE
,CENTRAL PLAZA WALL
AND RAILING
T SECTION
SCALE: 1/2"=!` 0"
C-
3' TYP,
4' CL,`S:ONE WP _ TYP.
JRTAR. jOINT,
COP11A_TY SEE
'SANS OR D -ALS.
SME I AL HANDRAIL _ --
7 /
KC -TION
SCA:. 3'= ..
fir--- r----
�w
STONE STAIRS SH
CE,A.LS4&6 THISS-EET
SA"dD 3—AS—E lCRE`E —
EXPA',S ON OIN`S AND S: v11 _IN_S
HEAVY CLOSER TO '.HE EDGE OFT- C'kFk
SCALE 3/4" = I'-0"
INFORMAL STONE STAIRS OVERALL PLAN
?LAN SCALE: NTS
- T
1-- T,
i
8 O.vC.Rc£rRiY3 SE_T'1AG
SLAB TYP. - 3ED
EXPANSION JOINT, TIP_
;OIA -P� <�
SCALE 2
%
A
l P. 3 P LAN DINC P.
f
8'x43;" STONE
SE A30'VE
S cP
E ,.ARGEMENT
WERPLAZA,
4
ES PLAN FOR
`
C8
f .
9 'COM A_ ED
S„BCRADE 'YP.
�. INFORMAL STONE STAIRS
G 7 J SECTION
NOTES:
I. SEE LAYOUT P -AN :OZ . JNTRO_ IOI 11 AND xPA',S.ON
JO NT SPACING
7 COI'NCRET J 1 _ 3bX d 28 D J
WATERPR A AN O MATH _CNCR1 E '4
4. ROJLDER TO --R-1.\ MOR-AH_TJ"f '.EG OF
TILE BO-LDER
I = -0'
ON7R0 , N-
CO = JOINTS a A ✓ING
',X / DEEP NVAT FRPROC- '
i
\N Ij t f
-ROJ-SC "A- BOL."�DER'
BITUt O"S EX=..NS0, JO:NT
AL':_OW .2' RECESSBE_OW TOP OF
S'.v,8 `O SF<.,_'A 1 _WATERPROOF
�1 LOWER PLAZA PAVING
SECTION SCA_', 314"='',
b !
�\
A � I
J
'T A%
SEE SCREENINCc 10 %,
DE`A:L S, SHEE- C3.6 - F.XeD dOE RD. S NvLt 30Cv CHXN FOR. 3OLLARD
1,
� WITH NO DETACHED '.ARTS CALE.3-0"
_D
.DALE SUR=.CE VANES.
-A!, Ea, L .SEI E -Z HOT
..____.
SH'517',.AN ✓M :. O J I S„ a6
SI v7ARD5.
44' e� ""3 x�� L.c
r CECRP­gq.,C, TYP
3600 S :U 28 DAYS
't -
,x/\ /\ ��---- »ti COMPA='DS B MDF�-
\ i
) #s ``EBAR CO Jv0:,8,
5D- :^cN
DINT FOR CHA:I\I
f c .
GEOG !' NDER 4 vT BES /�� 1J ORT A _' M - 1 �N
BASE CORSE PER SPEC FCA`'JVS '.GT .A � J NI Eu
4E STAND/ -RDS. AS A
4 IERFONATPD RAI\PIS_ '._ES SI
LSCRS'v �t X^JG'O
a BOLLARD ""Lt ARE',
C3J
SEC rlON --— --- ----- —_---I _I,_�„
z
LU
W
z
LU
W J
Z
U ® G
Z
Lu Q
V) r
D wz
V)�-�, v
LL!®r Q
N� F_
�-- J a
`�,, W
Y N
- s '
of �,
!n >
8'x43;" STONE
S cP
3' r"
WERPLAZA,
4
ES PLAN FOR
SCORE PA'TERN
—
SCAL /2"=1' 0"
NOTES:
I. SEE LAYOUT P -AN :OZ . JNTRO_ IOI 11 AND xPA',S.ON
JO NT SPACING
7 COI'NCRET J 1 _ 3bX d 28 D J
WATERPR A AN O MATH _CNCR1 E '4
4. ROJLDER TO --R-1.\ MOR-AH_TJ"f '.EG OF
TILE BO-LDER
I = -0'
ON7R0 , N-
CO = JOINTS a A ✓ING
',X / DEEP NVAT FRPROC- '
i
\N Ij t f
-ROJ-SC "A- BOL."�DER'
BITUt O"S EX=..NS0, JO:NT
AL':_OW .2' RECESSBE_OW TOP OF
S'.v,8 `O SF<.,_'A 1 _WATERPROOF
�1 LOWER PLAZA PAVING
SECTION SCA_', 314"='',
b !
�\
A � I
J
'T A%
SEE SCREENINCc 10 %,
DE`A:L S, SHEE- C3.6 - F.XeD dOE RD. S NvLt 30Cv CHXN FOR. 3OLLARD
1,
� WITH NO DETACHED '.ARTS CALE.3-0"
_D
.DALE SUR=.CE VANES.
-A!, Ea, L .SEI E -Z HOT
..____.
SH'517',.AN ✓M :. O J I S„ a6
SI v7ARD5.
44' e� ""3 x�� L.c
r CECRP­gq.,C, TYP
3600 S :U 28 DAYS
't -
,x/\ /\ ��---- »ti COMPA='DS B MDF�-
\ i
) #s ``EBAR CO Jv0:,8,
5D- :^cN
DINT FOR CHA:I\I
f c .
GEOG !' NDER 4 vT BES /�� 1J ORT A _' M - 1 �N
BASE CORSE PER SPEC FCA`'JVS '.GT .A � J NI Eu
4E STAND/ -RDS. AS A
4 IERFONATPD RAI\PIS_ '._ES SI
LSCRS'v �t X^JG'O
a BOLLARD ""Lt ARE',
C3J
SEC rlON --— --- ----- —_---I _I,_�„
z
LU
W
z
LU
W J
Z
U ® G
Z
Lu Q
V) r
D wz
V)�-�, v
LL!®r Q
N� F_
�-- J a
`�,, W
Y N
- s '
of �,
!n >

;36
;34
i32
;3D
128
126
i24
;22
,20
162,-2„ ,
— TIEROD ANCHOR
FTLE NUMBER. TIEBACK ANCHOR (TYP.U.N.O.) TOP OF RAIL
PANEi_. T pcz PROPOSED u1
GROUNDL. NE 11 iii O
�— TIERC'D ANCHOR (ABOVE) ,'� C
iii j0 I° u II
I ul u 1
IT fit m O "1 i, _ _ lii C
ii! y ©` ,` 0
u l _
111 III ��p III 111 111 �^y' III © ,` I �� i O I II!
111 111 I;! �/ 11 11 I;I ILli U 111 ; O 1 TIT, '" .
f11� III 111 OII ii '- III Ill 3 11 III , !III
o ! o �!
III 111 IIl� A 1 u ,1 il!� !il 111 O , m 11 II. Ilnl
IIII 1111 ;;I U li, __ 1, 1j11 lil © II p 111 III 111 3 111'1
nlIII
__..--1-I , Iti IIII OA u{ 1 " li i,!I 3 I!11 O
I! fl 'OA , 1,1 I' r 1 ,I I11 „ ,I I11 O III !,1 F-
- I„ ills /� III II - 11,_........-- II; 11 B !,! O !!I!
----- III iii A) I1 n 11! 111 1 0 m I, 11 � nl ul lu 111 EL. 629.11
TITL' I7, —^'I Ilii III © i` I O 111 III III Ili \/ !II III 11; I;II
�
li ii
Ilt 111 ;Ijl l
III D 1 11 I 11 /'' I i !
!3 III 111 111 Ili pl 711 11!
__ II I,i 1 1 1i 11 I 1"I III II 1 Ili _rll ~^I I ll
IUI !n t�,} ,1, ✓ 111 I,1: Ip I SOB 1 1 III li I III; p I
lli �/�y '� 1!I `�% !I! III 1"li II !;I IIII �./ 111 lil III III --;/� 111 111 ; I
`J li1;l III 1;1 Ili;l III 111 O 111 III II I III 11I I! Il,I 11I
!! Iiii, it ilii i1i pi iil w; iii ii l!i ' iii EL. 625.58 ;�! R i 11
I u' I u ,� ! 1 ! I EL. 625.60 1!
EL. 625.09
a~gyp' ! fl 1, 1, 1 I II 11
I ,1! Ili,, III;! 11111 II,1, IIIII 111,1 In,l Illi Ilia III,I ❑! I EL. 624.07 III III I I ! !
1 11 =Ip13 Ili , ,11 Ilya ',11 11111 I,I,1 I I,4 ------.!III—, I
I ; I EL. 623.46 i n� {"i i EL. 623.48 1 u1 u, 1 F,_. 623.50 1111 ury! y41 n I EL. 623.54 I ,n m I EL. 623.56 11,
! 14— ---�•. i 1 I. tll!I Illfi' �', I I 7--YI I III ill
11 I ! I!
j ! E't, 622.9% I " 1 III EL, 622.99 Iii 111! IIl I III EL . 623.03 I I 1 ! I EL. 623.05 III l , l Ill III ! 1 1
I,I I,l I11 I1. 111 III�,I I;1 111 III I,I 1j1 III !If 16
I,I I I 1.1 111 1 1 I ,II EL. 622.52 III I ! 111 111 1,1 I11 111 I,l
EL. 622.01 iii iii
Hi iii iii iii iii iii iii iii ;;i iii 4-L 3
1,1 i"! Ill III I,.
I11 1!I III I11 I i III I11 „
1 ii+ I11 I11 I III I I 111 III III „I -�
I;1 II 111 111 I;I I"I III I11 III III I11 „ I I'S
iii iii ili iii iii j1 14
{...� 111 it III III lil IlIIi1 !11 lil Iil I11 jj1
I 111 !11 I I I I lil iii 13
I I
I
3; LZ i 3 3 E 3 3 i3 10 11 12
"I
PANEL WALL
PRECAST PANELS
PANEL TYPE
WALL 2
A,
16
PILE NO.
PILE TYPE WALL HEIGHT EMBEDMENTCATION
LENGtH FROM TOPANCHOR OFWALL
F T) (FT) (FT) (FT)
3
HP 14x73
5'-10"
20'-0"
25-9"
---
LJ
HP 14x73
6'-4°
20'-0"
26'-3"
---
[3]
HP 14x73 I
6'-10"
i 20'-C"
26'-9`'
---
PHP 1
HP 14x73 i 7'-4 I 2? i„
-
3"'
---
3
HP 14x89
7-10"
! 26�
3;'-10"
---
3
HP 14x89
8'-4"
26-0"�
134'-4"
--
UHP
14x73
a
_0,:
6,_,01
2,_0;,
3
HP 14x.73
9'-4"
8-11
17'-4"
2-0"
3r---
a
-L
i HP 14x73
5'-10"
9'-0"
—91—
1 "S' 10,
2'-0"
J
HT P 4x73
10'-5"
-G"
i?, -4,;
2,-0„
HP 14x73
0-11"
i 9'-10'
."-
2'-0"
12
HP 14x73
1I'-0"
9'-0"
19-11
2'-0"
13.
HP 14x73
10'-0"
8'-O"
IF'_O1
2-0"
(4
15
�
HP 14x73
nP 14x73
----t--
HP 1.4x?3 i
1.r-1"
10`-2"
-73'-,-2,
!, 8'-0"
8'-( "i
-
�%3'-_"
18'-2'
18' 3"
13�-
30' 3
I
2'-0"
2'-0'
-
L�
HP 14x73
4'--"
i 18'-0"
22'_0"
-
PRECAST PANELS
PANEL TYPE
NO.PANELS
A,
16
©
10.—
3
G
7
O
0
0 -
©
0
OH
0
CO
G
16 SPA. Ca 8'-0"= 128'-0"
ELEVATION WALL 2
(RAILING NOT SHOWN FOR CLAr(ITY)
"-2"
I
3
L` I
RAMP WALKWAY
MORTAR FILLER
4 BARS Ca 1-6"MAX. SPA. -
'T -------T
-r
3
13
STONE FACING (BY OTHERSXTY-J
3
'r4 BARS Ca l' -G" MAX. SPA.
'^
"
a
w
°4 BAR 1'-6'MAX. SPA. -
-=--�
a
wj
a
---77�
z
NI #5 BARS (TYF.)
Tt-
I
3,
#6 BARS Ca 1'-6" MAX. SPA.
SECTION
(FOR CAST -IN-PLACE WALL)
3
L` I
'T -------T
-r
3
13
0
3
PLAN WALL 2
(CCT STONE CAP NOT SHOWN FCR CLARITY)
PROPCS-D
GROLND'_INE
(BELCW;
I
I
i
I
{
I
PILE PANEL WALL CAST -IN-PLACE WALL I
PRECAST PANEL (TYP.)
C
WALL 2
NOTES;
1. SEE SHEET S9.2 FOR NOTES.
2. FOR ADDITIONAL DETAILS, SEE SHEET S9.6
PILE HANDRAIL- \
PREC:S' PANEL
7.- HANDRAT'. (hv OTHERS)
STON- =ACTNG I
(B'. C-'HERS)(TYP.) i of
RAMP '�:ALK':YAY�.
Y
COh4z�ACzED SUB -BASE --j
r
SECT —r �ON�� �
- PILE
- PRECAST PANEL
- STONE FACING
,BY 0 LH'ERS)(i YP.)
7
a
z
O
w ma
-wa
W
zwvw
LU
LLJw
Z
Y O
W
LUW ly
U
w
V0°
Y
Q uJ a
(D N
W j J
- O
Wpm z
�-W Z
UI J d
i- z U i -
J Y Z> re
s
5
Z5w
y
0 1 2 ♦' /
� T}SU�Jo
Um�'mU T
aw mo dyJ �e Vl
:5ZZyYWW H
.yLD
N�Wb
U)
�fi
Hca dna r=n

6j
634
632
630
1
628
626
624
622
620
WALL
FOOTING
PILE NUMBER -IL-1
PANEL TYPE- G
PRECAST PANELS
PANEL TYPE
NO.PANELS
A
4
O
7
EMBEDMENT
ALL`HEIGHT LENGTH
(FT)
PILE
LENGTH
(FT)
OE
U
0
G
O
O
i � D-,
0
WALL
FOOTING -7
REINFORCED
CONCRETE
WALL --
L
PROPOSED
GROUNDLINE
(ABOVE)
ll!
lit
m
TIEBACK ANCHORS (TYP.)
Ili Itt
0 0
PRS=CAST CONCRETE
WALL CAP
TOP OF WALL
O III
II !I III 111 II! II i A ill, j II
iii 111 111 II! lil'' Ili j I i i
Iii III � III, III Itl .'dll � jil i j 1
it Ill 111 Ip I!! III , , I
�I II �\ IIII III III ✓`' Ill) I IIII
� it � III, III I11 ✓ Ip ;;I i
I I III III II! i' I1� �—rl
�
i If1I III III II i
PROPOSEDI„
ELEVATION WALL 3 _
(RAILING NOT SHOWN FOR CLARITY)
�f
2
PRECAST GONCP,ETE
PLAN WALL 3,3A AND 3B
(TIEROD ANCHORS AND WALL CAP NOT SHOWN FOR CLARIFY)
S
NQTES-
1. SEE SHEET 59.2 FOR N0'TES.
2. FOR .ADDITIONA'_ DETA=LS,SEE SHEET 59.6.
12-6"±
--JPROPOSED
STONE FACING GROUNDLINE
I�
REINFORCED (TYP.)(BY OTHERS) j
� / > / a
CONCRETE i _
WALL (TYP.) n Z =-=
STONE STEPS 1
(BY OTHERS)
CONST. JOINT
—(-- 4 (TYP.)
fO O
ii
CONCR!ITE STAIRCASE AND WALL
FOOTING 'SEE SECTION B FOR
WALL FOOTING REINFORCING?
1
I � � COMPACTED
SUB -BASE
4'-3" 4-3" --_—�j 4'-3;,
SECTION
4,4
STONE FACING
(BY OTHERS) g
STONE FACING
(BY OTHERS)vi
#4C2 /ij "-G" MAX. SPA. ~'
a U / 2'' -4C3 @ 1-6" MAX. SPA.
T'v
v.
o TOP OF
7
a
STEPS Ln o' m
it
r i °4D1 Ca 1'-6" MAX. SPA. a I °4D1 Ca 1'-6" MAX. SPA.
_ tt6B2 ,Z i'-6" MAX. SPA. I s+�- F i r °6B3 C� 1`-6"MAX: SPA.
C,
ri
T
5-#5A4 n 344--- 5-#5A
ion I
4'-3" ^� �� 3`1
SECTION SECTION
414 414
WALKWAY
SECTION
14�
WALKWAY
\ EL. 625.5
---
------------
P
----------__
WALL 3
PILE N0. PILE TYPE
EMBEDMENT
ALL`HEIGHT LENGTH
(FT)
PILE
LENGTH
(FT)
ANCHOR LOCATION
FROM TOP OF WALL
(FT)
HP )2x53
1'-0"
16'-C"
17'-C„
HP 14x72
5`-O"
20-0"
25'-C"
-
�3
HP 12x53
9'-6"
9'-6"
19'-0"
2'-0"
v
HP 12x53
9'-6"
9'-6"
19'-0"
2' 0„
HP 12x53
9'-6"
9'-6"
19'-0"
2'-^v"
E.
HP :4X73
1 6'-0"
20'-0"
26'-0"
-
n
HP 14x73
3'-6"
16'-0"
i9'-6"
®
HP 12x53
i'-0"
9'-0"
10'-0"
-
�f
2
PRECAST GONCP,ETE
PLAN WALL 3,3A AND 3B
(TIEROD ANCHORS AND WALL CAP NOT SHOWN FOR CLARIFY)
S
NQTES-
1. SEE SHEET 59.2 FOR N0'TES.
2. FOR .ADDITIONA'_ DETA=LS,SEE SHEET 59.6.
12-6"±
--JPROPOSED
STONE FACING GROUNDLINE
I�
REINFORCED (TYP.)(BY OTHERS) j
� / > / a
CONCRETE i _
WALL (TYP.) n Z =-=
STONE STEPS 1
(BY OTHERS)
CONST. JOINT
—(-- 4 (TYP.)
fO O
ii
CONCR!ITE STAIRCASE AND WALL
FOOTING 'SEE SECTION B FOR
WALL FOOTING REINFORCING?
1
I � � COMPACTED
SUB -BASE
4'-3" 4-3" --_—�j 4'-3;,
SECTION
4,4
STONE FACING
(BY OTHERS) g
STONE FACING
(BY OTHERS)vi
#4C2 /ij "-G" MAX. SPA. ~'
a U / 2'' -4C3 @ 1-6" MAX. SPA.
T'v
v.
o TOP OF
7
a
STEPS Ln o' m
it
r i °4D1 Ca 1'-6" MAX. SPA. a I °4D1 Ca 1'-6" MAX. SPA.
_ tt6B2 ,Z i'-6" MAX. SPA. I s+�- F i r °6B3 C� 1`-6"MAX: SPA.
C,
ri
T
5-#5A4 n 344--- 5-#5A
ion I
4'-3" ^� �� 3`1
SECTION SECTION
414 414
WALKWAY
SECTION
14�
WALKWAY
\ EL. 625.5
---
------------
P
----------__
Q
z
Lu
W
rS Z
�J O
Q
W
W
W w
c
Uzo
oZ
Q
ry
Y
tU aQ
M
Ln Z J
> ° Q
LV m Z
�Ln z z
� E � Q�
r
} m
m.a
Z.
�Z
o�1�W
o y
Um.. C1U¢u
a�maaL)
mzZ_Y o61 1CPS
�t/1 C'.li �jGG !Wi
Qu5- L) Z V)
-cocdma �
n m
�P
v
Q
z
Lu
W
rS Z
�J O
Q
W
W
W w
c
Uzo
oZ
Q
ry
Y
tU aQ
M
Ln Z J
> ° Q
LV m Z
�Ln z z
� E � Q�
r
} m
m.a
Z.
�Z
o�1�W
o y
Um.. C1U¢u
a�maaL)
mzZ_Y o61 1CPS
�t/1 C'.li �jGG !Wi
Qu5- L) Z V)
-cocdma �

636
634__
6,2
630
628
626
624
622
618
616
TOP OF
FOOTING
PILE NUM
PANEL TY
i i I I
23' -0' --
-ELEVATION WALL 4
;RAIL.ING NOT SHOWN FOR CLARITY)
;AST -IN-PLACE
;ONCRETE
TIEBACK ANCHORS (TYP.)
PROPOSED
GROUNDLINE
(BELOW)
MOREHEAD STREET�� r
��- EXISTING BRIDGE
M
�— SIDEWALK Gi ` — STONE FACING
WALL. FOOTING (�
LJ PRECAST CONCRETE
\
CONCRETE / PANEL (TYPJ
\\\ CGNCRETE
TEMP.
SHORING / 2
8"CONCRET j
2 WALL
Vn /
FACE OF WALL
HP '4X89
TIEROD ANCHOR
i7VD 1 -
DEADMAN WALL
DRILLED SHAFT
(TYPJ
r LAN WALL 4
2 .'
W.AL�- 4
1� --.
STONE FACING��'
(BY OTHERS)
EMBEDMENT
PILE ;
ANCHOR LOCATION
DRILLED SHAFT
vpc
PILET:FT)
WALL HEIGHT
LENGTH
LENGTH
FROM TOP OF 'WALL j
-T,T)(FT)�P
LENGTH
ffPTLLEO.
14x89
3'-6"
22'-0"
="-
21'-0"
�—Q
TOP OF 07 a
1'-3"
=5'-0"
_ I
24'-0"
L j
HP 4x8_
32'-0"
#661 ccs 1'-6"MAX. SPA.
-�
HP 14x89
10'-2"
_was
1_n°
22'-0"
12'-7" j
10'-0"
a'-3"
HP 14x69
i3'-0"
i 14'-0"
2T-0"1
5-#5A2
13'-0"
MOREHEAD STREET�� r
��- EXISTING BRIDGE
M
�— SIDEWALK Gi ` — STONE FACING
WALL. FOOTING (�
LJ PRECAST CONCRETE
\
CONCRETE / PANEL (TYPJ
\\\ CGNCRETE
TEMP.
SHORING / 2
8"CONCRET j
2 WALL
Vn /
FACE OF WALL
HP '4X89
TIEROD ANCHOR
i7VD 1 -
DEADMAN WALL
DRILLED SHAFT
(TYPJ
r LAN WALL 4
AOR TIEROD ANC
OCATIONS SEE
PLAN AND ELEVA
=ACING
IERS)
SEE 'THRCUGH PILE
DETAILS"AND
"TIEBACK/TIEROD
ANCHOR PLATE"
-:KWAY
OTHERS)
SECTION P
55
HP 14x89
NOT` S°
i. SEF SHEET 59.2 FOR NOTES.
2. c'OR ADDITIONAL DETAILS, SEE SHEET 59.6.
M
— #4 BARS Cc 1'-0" MAX. CTS.
#5 BARS (C 7" MAX. CTS.
DEADMAN WALL DETAIL
fit
'✓�' �iL �z
yy&
ma
3�
N�
n'Q
fL U�
u
w
z m
w
W
LU
orf
S� Z
O
LTJ Q
LU
L)
ZQ�
U o_ z
L.L �' Y
LL1
(D(�
cl)>°
Lli Q T L
U)z
Z uj
J d
z
c
5
2 .'
1� --.
STONE FACING��'
(BY OTHERS)
V)
,
#4C1 Ca 1'-6" MAX. SPA.
s
K U
2„
-
TOP OF 07 a
1'-3"
vjSTEPS
" ?
L j
#4Di a V -6 -MAX. SPA.
#661 ccs 1'-6"MAX. SPA.
it
z
�1
MI 3''
5-#5A2
I
3'-0"
SECTION N
55
AOR TIEROD ANC
OCATIONS SEE
PLAN AND ELEVA
=ACING
IERS)
SEE 'THRCUGH PILE
DETAILS"AND
"TIEBACK/TIEROD
ANCHOR PLATE"
-:KWAY
OTHERS)
SECTION P
55
HP 14x89
NOT` S°
i. SEF SHEET 59.2 FOR NOTES.
2. c'OR ADDITIONAL DETAILS, SEE SHEET 59.6.
M
— #4 BARS Cc 1'-0" MAX. CTS.
#5 BARS (C 7" MAX. CTS.
DEADMAN WALL DETAIL
fit
'✓�' �iL �z
yy&
ma
3�
N�
n'Q
fL U�
u
w
z m
w
W
LU
orf
S� Z
O
LTJ Q
LU
L)
ZQ�
U o_ z
L.L �' Y
LL1
(D(�
cl)>°
Lli Q T L
U)z
Z uj
J d
z
c
5

WAL
(BY
(`R �BA.CK AN,
0C„T NS SEE
_AN ANO E -EVA'
I
S° (TYPJ
RE'rdCVE �ORTI1
AND WEE ;0 A�
TIEBACK/T—RC
INSTA..LATION
i
3i5 ,
T H J
REINF.
SEE 'RAILING
CONNECTION
DETAIL” WALKWAY
(BY OTHERS)
FACING
dERS1
SEE 'THROUGH _
PILE DETAILS" HP '2X53 OR
HP 14X73 (TYPJ
AND TIEBACK
ANCHOR PLATE"
PRECAST CONCRETE
PANEL (TYPJ
KWAY
OTHERS)
RAILING
(BY OTHERS)
SEE 'RAILING
CONNECTION
DETAIL"
STONE FACING
(BY OTHERS)
r WALKWAY
(BY OTHERS)
o e
o
n e
a o
0 0
TYPTCAL TIEBACK WALL SECTION TYPICAL CANTILEVER WALL_ SECTION
FRONT
__ VIEW
PRE
PAN
BOT1
OF F
HP 1
HP 1
ELEVATION
(RAILING NOT SHOWN FOR CLARITY)
HP 12X53 PILE
5/16
%4" THICK REINFORCED
WEB t
6/16
?"Cl R.
10"
HP PILE
PLAN
iIpi i TIEBACK/TIEROD
ANCHOR
1"SQUARE PLATE
TIEBACK/TIEROD ANCHOR PLATE
REMOVE PORTION OF FLANGE
AND WEB TO ALLOW FOR
TIEBACK/TIEROD ANCHOR
INSTALLATION
(TYPJ
6" MAX. 6�6
HOLE CUT
WE rC(TYPK RE,)INF.
SIDE VIEW TOP VIEW
THROUGH PILE DETAILS
® PILE VERTICAL
ACK GOUGE
ETAI'L A
PANEL B—I DETAILS
A PILE HORIZONTAL OR
VERTICAL
*10°
60° -0°
DETAIL A DETAIL 8
POSITION OF PILE DURING WELDING.
PILE SPLICE DETAILS
2" MIN.
CLR.
6"
ELEVATION
NOTES.
1. SEE SHEET 59.2 FOR NOTES.
2/2
PANEL E EDGE DETAIL
PANEL
TYPE
"A„
"B"
"C"
"D"
B
7'-6"
4'-0"
8
6
C
7'-6"
6'-0"
8
9
D
7'-6"
5'-0"
8
7
E
3'-13/4"
5'-0"
4
7
F
5-6"
3-0"
6
5
G
6'-0"
7'-6"
7
it
H
61-0"
6'-0" 1
7
9
I
6'-0"
3'-C" 1
7
5
CK GOUGE ; STONEB NG
OTHERS)
TAIL B PRECAST
CONCRETE
PANEL 'HP 12X53 OR
HP i4X73
RAILING CONNECTTON DETAIL
7"CI R.
PLAN
PANEL A DETAILS
ELEVATION
N
]J
•
RAIL TNG
tiV
U �
n
(BY OTHERS)
112" THICK
V
M�
mq
STEEL TOP H
c�
zS�n>
L,I`J' ~
W
ui K
I've-•
LL
zaf
PRECAST CONCRETE
cn
Y
z
Q
W a
WALL CAP
WALKWAY
, 1j
Z
u
C}J
J
LIJ ®
(BY OTHERS)
i-`f/)�z
J
z
V
z U
j"
_lYL;,�j
U
RAIILING ANCHOR
BOLT (TYP.)
CK GOUGE ; STONEB NG
OTHERS)
TAIL B PRECAST
CONCRETE
PANEL 'HP 12X53 OR
HP i4X73
RAILING CONNECTTON DETAIL
7"CI R.
PLAN
PANEL A DETAILS
ELEVATION
z
u�.
s
z raw
off=, n
Q.�llm❑dUr. /�/���
�zzY©lL
w'
Qw�SUUK
O0a Ud Op J5 �//
N
]J
•
N
U
z
d
tiV
U �
LN�L/�t
�LL8
L.fm
V
M�
mq
z
Y o
c�
zS�n>
L,I`J' ~
W
ui K
I've-•
LL
zaf
�Jz
cn
Y
z
z
u�.
s
z raw
off=, n
Q.�llm❑dUr. /�/���
�zzY©lL
w'
Qw�SUUK
O0a Ud Op J5 �//
Z
Lii,j�
LN�L/�t
L.fm
V
z
Y o
L,I`J' ~
W
ui K
LL
zaf
�Jz
cn
Y
z
Q
W a
w
(Q
V H
, 1j
Z
C}J
J
LIJ ®
CD
Z
i-`f/)�z
J
z
V
z U
Q
_lYL;,�j
U
z
u�.
s
z raw
off=, n
Q.�llm❑dUr. /�/���
�zzY©lL
w'
Qw�SUUK
O0a Ud Op J5 �//

--
I
S_,,E,vl F IARJoI;NTS
PEBBLES IN MORTAR SET TING BED
�L IVIN
SCA-[: 3;4"-
�
— �_�
I
I
-6,< �
H NJ� RA, AS'E^ EC -"' STOI,=
f
'�
''r6 ,,/ V,V, M 3CLEAR
WALL ! IQ
�.
5-0 •-I r ,i CJ^:S 4J IC. r:;OIN S
-
to
! r NI;H EVAME „OCR TJ BE
,PPROV_D B"_ANDSEdAPE
-'p.M ✓ JUR "' THIS PAVEMEN. S-� ION
°
___-�- _
ARCH T_CT.
`-
r
ONI ECT f H . Rl' )R O I.:S ALLA ON
C NC�iE 3
50 SIV 22DH
Y
7 ADEQJA ' EXPANSION rlND CONTROL OINT_
So
-1-3 RADIUS
3:;2NTR -OR -0 SUNYIT SAMPLE OF PAVERTO LANDSCA?6
11 REEAR " `IT.NJOU5.R
O 3 CLFA
tJ S :3GRA
�-:J" Jfi OCOti.,TRI,C. ONFORAFPRO`✓AI.
/ ; ;�•;
� • , �4
CONCRETE 3AN0,
RL -_R Fo PA, NG''.AN FORA" r_1 ONAI_'.NFORMAT;.ON,
m
..
� 6
SCALE: "- -0" /
T
PNSH To BE DE -ERMINE[
.a_GNE�ATE BASE CO.:RSL. �.C`9'A.CFED
I
- — -_.-.-
- _
--9P%C,111ACTED SUBGRAD_
PEBBLES IN MORTAR SET TING BED
�L IVIN
SCA-[: 3;4"-
�
— �_�
I
I
-6,< �
H NJ� RA, AS'E^ EC -"' STOI,=
f
'�
WALL ! IQ
�.
ENT q_'3FACE vAk ES.
-
to
! r NI;H EVAME „OCR TJ BE
,PPROV_D B"_ANDSEdAPE
3.
•
6'"
ARCH T_CT.
R CJ
_
b
C NC�iE 3
50 SIV 22DH
3600 PS'. (gi <B DAYS
- l 16
So
-1-3 RADIUS
11 REEAR " `IT.NJOU5.R
O 3 CLFA
tJ S :3GRA
y
nI ,
•�3 �3 REBAR CO :V., E S �LFAn -
CONCRETE 3AN0,
. a
m
..
� 6
SCALE: "- -0" /
T
PNSH To BE DE -ERMINE[
LX NSCIN DINT, Trp
I
.CPO
- CJNCke'c
6'
-
-
CONTROL ,OI;JTS AT f5'
--
VD7ra.VAR
�� -
--VAESS E t � ,Tf'PJE
6X6 E/ I, A n r 4S3"
- - _._---- --'`
EN ER MOR R_ -D,
N COVER -----/-
1
A H.NIcE r P_-1
MP S {O'ULDsk:
------ --r-
- X.- - FAC !b VARY BtTVVEF',
<9, ^gar -1
'I
6" XIP'. !6x[6 12"X; _
_T.T.____�.,�_
"SEE CRADING G PLP v OR !NUMBER VE iISERS
L._
'- -
"CC'CkE. I C, BE 3t,w PSI �?ZB F.H._'EXPOL ED
AGGR GA E 'NISH
-
„r*P, r. F� H.oGRL..,A. _
BASE COURSE
.•� _ ___—CRUSr+ED
GREGHFt
CONCRETE STEPS AT
MORE ST,
— %GO P
11\�_� SEcrion
-HE -AD
SCALF 3/4"=1' 0"
3 TYPICAL TRAIL SECTION
C3 8 SECnoN --
a J—ulJ J� LJIL �� I = ��
'�--- }��
_-
R
Y
00I=
ED TONE. GRAD=D.
B J/r 2S
AGE:Rc� I SC, CJMPAC.,ED
ENT q_'3FACE vAk ES.
} "t �,
to
34S G IR a 4 5. - G -ILOW
ONS
•
6'"
-
R CJ
_
b
C NC�iE 3
50 SIV 22DH
3600 PS'. (gi <B DAYS
- l 16
So
11 REEAR " `IT.NJOU5.R
O 3 CLFA
tJ S :3GRA
y
__ /
•�3 �3 REBAR CO :V., E S �LFAn -
CONCRETE 3AN0,
..
36tr PSI A 29 DA -S
SCALE: "- -0" /
PNSH To BE DE -ERMINE[
ERFOR" � OaAI'^ FPE
FLUSH W/ASP:-.ALT.
CONTROL ,OI;JTS AT f5'
--
VD7ra.VAR
EsDACINGJ
- - _._---- --'`
SHO
' SHOU DER
MP S {O'ULDsk:
_. --_-
1 1ti. SLO°_
<9, ^gar -1
_T.T.____�.,�_
SCALE I/2= 0��
„r*P, r. F� H.oGRL..,A. _
BASE COURSE
__-- GECGRD .J_RLAWENTBELOW
t'st r nnR SPECS CATIONS
SUEGRAD,-
3 TYPICAL TRAIL SECTION
C3 8 SECnoN --
a J—ulJ J� LJIL �� I = ��
'�--- }��
_-
R
Y
00I=
ED TONE. GRAD=D.
AGE:Rc� I SC, CJMPAC.,ED
ENT q_'3FACE vAk ES.
�,
to
3600 PS'. (gi <B DAYS
So
11 REEAR " `IT.NJOU5.R
O 3 CLFA
,
BASE Courts ER SP_ ICA lJAS
ERFOR" � OaAI'^ FPE
SCREENINGS WITH CONCRETE EDGE RESTRAINT
t--
SCALE: 1 "=1-0"
- ---------- Acl_6__--
__________________
90
------____-
_________----------------------------------------
-
nr
LEVEL SURFACE AND W AF Ll OCA SC41E
-- -- - - !8 P LA -R NN'S COURT CLAY
-- - - - R FSS RISS ED STOP�E
-
XXX 3AVI, COMPACTED
CRAN C uRRCOL(C;R TO BE DETERMINED
BY ANJSCAFE yRC-h CT.
2- rt / -A� ROJ FIN SH, MA -CH TOP PIN'SH,
a - S°L FAFI ALL EXPOSED SIDES.
GRI C,iRB --
� I
O',T$ - -
:_LAY CGJE,-
j
95%.:OS 3GR
RATE AJE
E CURB _ySCA
CORNER DETAIL
6 BOCCE BALL COURT E.'=
JtLI TUN -
SCALE I "==j'-0'
s.--_ _ •.>— -3"ASPHALT
- - -- --- 6" CRUSHED AGGREGA-E
BASE COGRSE
— - 4p DEGR t AN LE
GEOGR� J�ND_R,A NEN .,E'_CV�/
BASECOLJRS--PERSPECFC.A-IO'VS
>0%CCMPACED SUBGRAD-
SCAT E. 1' -1 -C" \ %
-- _
SCALE: 1 /2 1 -01,
y✓1,D_14 \ 1WES _-
TEMPORARY TRAIL SECTION
5t( I TUN
6 REIN=DFCP D GCN'GR�E
"^ORT R
4' GRF 1 C06B_FE
k-°"T''-- - -
�a --`-- -- - - a --
AC,CR C _ BASE CrPACTED
_ __.__ _ '�=_�_Jr � � � a'tic�s e a -mac x•
• � ---_ - SO L h'.X S. :":CFL_
— n wAL.
TREE PIT
`IC3 8 sFcr'oN —" —
SCALE 3/4"=1' 9
� E
OMPA D AG -RE A. BASE COURSE
CECCRD ,,DER_AlmE -SLOW
SASE COORSE PER S'EC, ECATIONS
95% CO;�.PHCTE� $.,BERAUE
- i SHOULDER
(2 Ml\,. SHOULDER)
4" C., ,AA.N-
'��°LR .�
"A', NC `, 02 pA R
--- 36 SC PSI CONCD,R A.YS
6 I CMlM A.
�� f
.'L_iLJ L__)- � L
_ 4-3 --
6"
•4
' f Ti c
E:ON RACTORMSEC-'ON'•v
;.Jpl FC R
PRO/! 6 C, A F DKFII.SIONAND R CNTS,
?. COMI wA, r "' b63 SA G nE, -RTC LANDSCA°E
A`kCATEOT PR3R 0r NS R'. O - KA ROVAL.
4. REFER C PHVII' -a v r�R. HD„ Cr.F: ORMAT ION.
EASE E.=_-'S-C:.ONPAC�,E:
8 GRANT I E PAVER nrFNCic�oA'.>>
C3.8 SFC70N --
9 TREE GRATE AND FOUNTAIN PLAZA HARDSCAPE.
CC- PLAN - — — ---- CAI I' -
e Z
a H
E
z
Q
f
W
�W�/
LL
z
O
LLJ Q
l)
Z
u®°
z
cl�L
V r
j z
V) V)
uj ® Q
z 0
�Z�
0
Y�
Y
00I=
��Jo✓,�
to

ST EL ARBOR
E
I �
�,0'9'/ 5EC ION
5' GRA.MT! CI;RB — --
< R T'JM'TU cv,PAN N; 101:AT, -C.. — —
SC-ENIiNIGS,
6 AC.:REGAE ASE TO-RSE ---
S-AB,LIZ=R —
__-LOT NS/EE_ROC
— SCRE f ,GS TYP,
- RAD ­S i'P.
--GWP,:.17E CI, R,
---
01 0071%<;
I
, ED zv cv',
A
a
ESS
WA­.� _ATE
.SEh
. �_: _i.J rt
OUTER WOOD
_,/J . ' ST
RUC ' TUR (\ :.�
-
- J n
_NCJ
--- PLAN! TES
L-
--PL,
N TINC MIXP PIS
— —__
—BAL L TOI \IMIZE SET7 L-1 ENT,
. A. P SO 'E M UNDER PAC,'
PLPNT
SECTION
SCALE,
FOOTING AND PLANTING DETAIL
�T hILE-N MOR ARjONTS ',L St­,,__eD
/ / --- BRASS MEDALLION OVER SPO!,,
--
/ BIT JMIN US EXPANSION JO]N7
- — GRANIT' AND/OR BRASS JRA;N
e P BB. ES V �/ MCR AR . :1V SAND S=NG'YP.
- COP CRni E BASE 36DO P� ; 28 DA`S
/
-3' SFONE:',
RADA PA- IFRN SEE CLAN
SANDS_ IN BCD
,� �8 \—E <�?AFD TO
b AC
Y
rE ,\
98% COMPACTED SUBGRADE
— COfvCRFTE 3600 PSI J 28 DAYS
WATER PIPE
ROJGH OA GRAN;TE
�Y' S
Pi
- X\ EF -OV, y,%IS ED Cr;ADE
cAa / l
=-1HCOLOR
VV/ WOOD
—\
(4) : LUPPORT ARMS _
✓ j �i`1A. vri-
% I
ST ES° STEEL FLAT
NR
t CR SIDE IN, �
c -
N LESS
ST, E, SCRewS
1
SFI C -G
vN
� ) 'S'JP°ORT AP,NiS��L
����YYYIIII ,-6 STANLt S.
3/1 1LtA<BOARDS-: A;N S EE'_ILA 1I_
V✓ `7ERr,ROOFED AND- T— �� B T <,
S&A ED SEE Ov ER N/OOD
S U - ,RE DE A' THIS i
r
FOUNTAIN PAVING
ALL 3,4' = C39 A --
WOODEN SUNDIAL
\C3 t ENATION
SCALE ?/S 1'_3'
i
MECHANISM
fes:
I
TURNING MECHANISM
ENLARGEMENT
SJIPORT,ARM
f WE' -DED O
1 i/8` 'LA7E / SC.D
s hLe_SS E
1
Tr 3/a" TEAK wOOD
I 9
,q
\A/OOD EX�ER'OR
ENLARGEMENT
SCALE: 3"= i'-0"
PLAN V!EVv'
SCALE:• NTS
t .
- �- FIBERG-/65 CAP
/' S ANLESS STEEL EDGE
STAINLESS57EELPIATE
WOOD SUPPORT
r
\ — STA.NLE55 STEEL SCREW
i'
PIPE SUPPORT W& DED
i TO,z. S IAIiN'LESS STEED STRIP
�1
AN
T
4 � URN.N
G MECHAl. - - P
hN N
C
MIDDLE. / SEE SECTION DiTA;'y
j�
HBERGLASS CAP
ENLARGEMENT
3" -
3
5" 01L
F
f_—_--.__— 6.6.
nTa �ED GALVA
SPLIT FF SLS VP Ry L
SE N .2'X12',
y 81,
--- 'MALI . R QJARE `7 ONES : �. _IL_'.N' GAPS
STONEVY✓AL!_ " SEATWAI_L CONN EC i ION
- ---
C\ ELEVATION - -
PLANTINGS :LMXAS
SPECF�D —
REINFORCED COV" RETE
-COT NG ---
12" MI\. Ac.G3EC;ATE
n D % DRAIN _—
�/ STONE VENEER VvALL
0:9/ SEC, iC)N — —
SCAT- .3r4'=I _0"
c.," 3. CAF, ..
I 0vL El,-,. —
u' VA [= `IlSCPRl TES -Y. -
-_ IORTA O. IYP.
SJRF.ACE, See SITE P„A\
SCALE: '/2"= _Cy
- -
PRECAS -
4-
SEE PLAN FOR LOCA TON
SAND B STE.7 B ,.� J' i
PLANTING MIX AS SPEC c _ , --
T - 2 2 i
�/ .SALE 3' C
CA�T ROT,
\. A
\ VA
t.c �S _TA .
N
-_ ;S S 5 S L.. c
r7 E TWALLI
SECTION ,_ F S A
- - SCALE -0" i
L
Lu
u�/
�.L
7
O
r -
W y
W u-
Z x
u ® z
�UQ w
�� j �
/ O
Lu
V J
_j (� n H
IUJ
"�' U' Z 0
0
ujJ
_ _Z
1
It
I_
-udi„2 Y

-.ADI ,i'JRcACE
PER STP zLA��
--..EAVY DJ- 6R.'NIFO'd CED CO"CRE`c S�Af,
D HV 4ES- -- 'BI JMINO S"XPANS.�J'OI^�'
r _ r'_AN - - R N.-ORCED NCRETE
6"
Z-7777-77 F
m �°
m�
'.rte Z a t,
`
ICA ON BRIDGE SECTION
3dF� Of AC7E� B P4DE
MOREHEAD STREET UNDERPASS
A_
OF STONE
RO' - IN PLACE
- aD,AC-vT'AVIrJG
SEE SITE PIAN
3 3 O= STONE
- _ _—COMPACTED
BOULDERS SET IN CONCRETE
t'__va I IOn SCALE I"=. 0"
----._-_ -.-.- - ------._6' R:EiNFORCEDCO",CHET_
O ENNGSEVERY 3'
�, �.•c `,av- s =� a.a °"-:^ - - CABIO^i BASKET FO,NDrT ON
98% _OMPAC`EG SJBC4AJ=
TRAIL SECTION
SCALE
I
J—
a CUTSTONt'Y=
:. EXPANSION J^IN'. "Y?
t
Ii
r
6 COMPACTED
-- I`F/` I
�I
E
s
E
..OMVAL - D
-�
TS i
\
EEEVAT70N —
Sca'__ 1,2= -Y
&poftie it-Ia.
—
Lleabde Surface 114 m [123.8sgfi)
Superfide L:operta
_
rovamd Surface 20.8 rP,,Wa
e
�
BMoLuN-8,llcdulea �
.�
-
-•,�
�
/
�
�\ flub Ee 18wiM G
vH r� I
`I
I
o
-----__-_—
J
—1____
I
I^.^lure Eevewue ma NHxbnr r.+eslbl ''
Ch
-e a�lm wire mean '
+
9
6
mpe-RttJ+x/f --_
KiOSK
_1191PLAN, ELEVATION
A_
OF STONE
RO' - IN PLACE
- aD,AC-vT'AVIrJG
SEE SITE PIAN
3 3 O= STONE
- _ _—COMPACTED
BOULDERS SET IN CONCRETE
t'__va I IOn SCALE I"=. 0"
----._-_ -.-.- - ------._6' R:EiNFORCEDCO",CHET_
O ENNGSEVERY 3'
�, �.•c `,av- s =� a.a °"-:^ - - CABIO^i BASKET FO,NDrT ON
98% _OMPAC`EG SJBC4AJ=
TRAIL SECTION
SCALE
I
J—
a CUTSTONt'Y=
:. EXPANSION J^IN'. "Y?
t
Ii
r
6 COMPACTED
-- I`F/` I
�I
E
E
E
..OMVAL - D
-�
TS i
\
EEEVAT70N —
Sca'__ 1,2= -Y
EE
PEDESTRIAN BRIDGE
ELEVATION
SCALE', NAVES
BOARDV I { 6- :'', D
- — 3 CAPSTO
-4 _ENN SS EF = O lE VEN_ RR
rORTAR Z_D WAL_TIES
SPLTFAC SZ75 .ROBE -WEE, 12"X
- .
6"X,6". 7X' 8..
- f
- °RECAST ACCENT WIT -
-cC ESSED FIBER OPTIC -GHT
r8'BOULDERSSl__Fj'N
CONCRETE
SEC -ION
RE NFGRCE ; COICRETE ^Pr
'IVA. RT'
GRANITE PAVPRS -P__-
ETAIL 8/C3.8 - -
b'TUMINOJS EXP.A,. JN
,DINT. TVP.
7c NED
��L_j JL
A:--- •
LJl BASE
_...,,
A ...�aE P.
�i
POOL
J 7 `VARIES f
" MORTAR;OiNT ' -- __ - �.
a
a CUTSTONt'Y=
:. EXPANSION J^IN'. "Y?
------- I f� ! SE RAD
�
4' CONCRETE SLAB
6 COMPACTED
-- I`F/` I
AGGREGATE BASE.
t
..OMVAL - D
TS i
\
)STONE SEA i,^JALL SOREHEAD OVERLOOK)__
SECTION
SEAL=
4,j"RADIUS
NOTCH FOR
FIBER OPTIC
LIGHTING.
PRECAST WI T' -i STEEL
PLATE COLOR AND
Fly,ISI TO BE
DE itFM!fVED
3' C.,' STONE CAo
REC-S WnL _ 11GNT. BO
a - ' ­NN-SSK F -D ST ON-VbN EER
MORTFAR tova eV,•. TES.
_P..7 $IZS-ZX
6X16 2X 8
APPR )VEu a A' A r L.I
\A.- P ,OOF'.E
!015T S.ZE TC BE DE7 cRy,.NEp
BEAMSZ-.0-..�
r� S I tDI' N v:ES CH `E`2 S-G.� dHIDGE
:AIL"i, IN`EP.^GR A''.D PACPDE C^^:NLS D .
SE(_"';ON A -A
_ 4 BRIDGE
S:A'_E 1/8"=1'-C" C3 SECTION -�� -----� —
S(r -
W
W
Z
O
LuW
C
UOz
w
V)
W Z
> V)
W
_1 N w
Z
7 Lu
0
J �L V,
Y 9 5
Y M
z73Jc N� �
4LLKc�� I`

C1\2
icmty Nap - t'TS
TUSCAN D `vEFMEN LEC
D6 16799 P.: 293
TAX 125-2'3-23
i
i
dl G 384
DBy'3762 PG 84
TAX ID 125-213-21
NC GRID
I
I
J.
I BX64jOHN 6 PEE=Y
06 8486 'G -
TUSCAN D `vEFMEN LEC
D6 16799 P.: 293
TAX 125-2'3-23
Rs'
-5C
/ / 1
CJS RETE
2.87 n0",
MECKLEI\BJKG OLNTI
DB 16051 -PG 537
TAX D,12-5-213-26
Z,
�,?��o
�QJN-p�GPQ�2 O�0y,0�`
0 FPO.y.�OR'4,COEte/ \\IF
PARK PLAZA O C-\
ONDOMINU j 1 '\
Fo� B 8168 PG 8
m9 !m
N'F 111.5 `TAX 12E-213-30,31,32,\
33,34, k'35 1 !
` Ill 131- SDMH 0" RCP IN & OUT
6]6.96 36"RCP TOP -636.51'
6x6.65 NV. IN=627,65'
1H �NV. OUT=627.51'
36.59 c3P.a � 636.06
CI TOPfi'
3s.5z V-631,05,
C)P=63
J6f. \ 63562 63 .7B
63 CJ/ 636,05 636.26
GG 6Jd J2
- B 304:. PG 226 `1 ' �' \ SSMH a" VC 3'4� b 635 36;1 v 636.37
TA 12--213-24 `x, ___ \ / I TOP=637.57' 'N� 5 ~/"g33° ye` 6]b.t6//fij6.86/ 635.]8
Mi - e w It 1 / IHV=624.'-4' '6`13 /% 55MIj '/' 6 s,sa CI TOP=635.98' T jT 635.11
.`�J OP-G36i90bJ6.1 INV=631.38'6J63a �E1\1.1_, 7y�y� �� AVENUE N,. 622.35' ��.CL�- ti V .u1V liE
C TOP=637.04 U)60d 635.45 635.90
PULL WITH DEBRIS q..��6--5S"-- SONH 635.74
4d 4-a TOP-6's=SB' BZ7.�7 x Culy 135'26
; 75_
I �1
.EPL 0 Cao 47 \
,N
N S EI 70P=53647_
r!Z!� f _3 NECCR6-C -� •
SKr �ECK B37.S3
MECKYN 1R
URCVJ TC CREEK ® D TOP-6z=6t 8
�
dl G 384
DBy'3762 PG 84
TAX ID 125-213-21
" /F
HAROLD G9JRM1
DB 4376 PG pI
..13-28
TAX 'C '"5-213 ,
!
!
LC A V F\ t
VNLC RAY -.R3
pg 2 p 56
b-2 0
I
J.
I BX64jOHN 6 PEE=Y
06 8486 'G -
'.NV. OUT 530.62'
1
)�I
'1_
Rs'
-5C
/ / 1
CJS RETE
2.87 n0",
MECKLEI\BJKG OLNTI
DB 16051 -PG 537
TAX D,12-5-213-26
Z,
�,?��o
�QJN-p�GPQ�2 O�0y,0�`
0 FPO.y.�OR'4,COEte/ \\IF
PARK PLAZA O C-\
ONDOMINU j 1 '\
Fo� B 8168 PG 8
m9 !m
N'F 111.5 `TAX 12E-213-30,31,32,\
33,34, k'35 1 !
` Ill 131- SDMH 0" RCP IN & OUT
6]6.96 36"RCP TOP -636.51'
6x6.65 NV. IN=627,65'
1H �NV. OUT=627.51'
36.59 c3P.a � 636.06
CI TOPfi'
3s.5z V-631,05,
C)P=63
J6f. \ 63562 63 .7B
63 CJ/ 636,05 636.26
GG 6Jd J2
- B 304:. PG 226 `1 ' �' \ SSMH a" VC 3'4� b 635 36;1 v 636.37
TA 12--213-24 `x, ___ \ / I TOP=637.57' 'N� 5 ~/"g33° ye` 6]b.t6//fij6.86/ 635.]8
Mi - e w It 1 / IHV=624.'-4' '6`13 /% 55MIj '/' 6 s,sa CI TOP=635.98' T jT 635.11
.`�J OP-G36i90bJ6.1 INV=631.38'6J63a �E1\1.1_, 7y�y� �� AVENUE N,. 622.35' ��.CL�- ti V .u1V liE
C TOP=637.04 U)60d 635.45 635.90
PULL WITH DEBRIS q..��6--5S"-- SONH 635.74
4d 4-a TOP-6's=SB' BZ7.�7 x Culy 135'26
; 75_
I �1
.EPL 0 Cao 47 \
,N
N S EI 70P=53647_
r!Z!� f _3 NECCR6-C -� •
SKr �ECK B37.S3
MECKYN 1R
URCVJ TC CREEK ® D TOP-6z=6t 8
�
dl G 384
DBy'3762 PG 84
TAX ID 125-213-21
IVv. N 63 .Sn'
-OP=63362 IAV. OUT 631..Or-
INV. IN=629 8
Nv +,- 630-9a'
\v CL.T- 630.95
e
-63897
1 INV. N 632.87 �/W 641 31
j DI TOP640,32 sal zl
'.NV. OUT 530.62'
1
)�I
'1_
n.
N/
"<ECKL
w �
y ' TOP=63-<:46'
FI,.LEG Vl.rr' DE RIS
SSs1F C OFI63678-
�- i0? 633.75
I
j• r6 y
NBJRG COLNTY '\
-L OS .5730 PG z 56
AX D t2 -27 -27
53E
_,_�
� L =- ", OL.L, 030.8., s L, `1 's 837.74
` r
101-y `
0).46
e
^\
O' 6x2.55
637.•5 -
rRC' . a" LAT.
/ C TOP -636 57'
/ /` , ° /
.QP -6y35 -V A� 6 �kc �LES� /
63S 7
'p nI / \ -63'"•
� 60L
OL
E
63x.29 .34.8 36.27
33.x6 T �1
Oa J3.6o V P j bl Rri Y V
J/dCvf.- rzTLf
0' CR,Pc r1M j'
rC✓/P 635E-9-' I.gCP
i. - C. all aoPLE4� -` �1�
P
.LZ""�/ • . s
J�1•,J
o RI,\TEv
�l�( D Lt,
o3 - r3,2 6
S 1H Flt"L
TCP
� lJj*�,sa5\ I T x35. n•1' SSMIi�
\`A4+^^� •, '.11". C. 62875' TOP=636.52'
INV. 0J'f= 629.43'
Y \
;;I TOP 633.11' -
N V. OUT -632.02'
10 RCP ',\ `�'*-
10 RCP
�s3e.5 �- a 1NV=62707 633.16�Cl nv 2
INV -6321"
N T P OF 36.20 x� 63�'8E
a 66 Irl' MF -1IPJV 3 57 TOP OF Conc. Apron \
IhV-629 flyBANK
CCNCR5XE CAP OVER 5,4.H CREEK !�
`-I � � DI TOP -636.
30'-1
7.17 i
`P•tia� \. J. _ r \ -�- -C aa' coroR wood �s_6` \ %,
I TOP.338.18F\
'
b+j9� N/F ',, 1LLE3 WITH DEBRIS •
MECKLENBoRG COUNTY
L1Aar c-< DB 16669 21 97 13 6•{i.u'//
TAX ID125-3-6
2.
! 385
r"24- -N'OLA
1J63' t-yo� Area boll 63 `�-f 6JBf
390051 I� DCCUpied �O�)
6]925D7 IQ'
OE 63 11 c. - _�
63.3 6J9 6 Y fiJ67E
q 6]9.7
1 640, e 3
441. s 41.22
536.
33
BOC EJ9 a7 n ` 6a 1.5d� 4,.11 1e 0.5c 4�71639.55
3
13 -
SStdN�
`-55MH
SSMH-�
4]8 E 6460e
-a 41.71
1 I 54234
6423 1.6
6a ,�
`TOP
IVv. N 63 .Sn'
-OP=63362 IAV. OUT 631..Or-
INV. IN=629 8
Nv +,- 630-9a'
\v CL.T- 630.95
e
-63897
1 INV. N 632.87 �/W 641 31
j DI TOP640,32 sal zl
'.NV. OUT 530.62'
INV.=527.9 .5 37
1 I,, V, (71=5.17.52' �E sat et
6 5 53
! 6 0 $T 642,2RI TOP=642.4','
((;;
-" TJP=637212 .14 1,,
NV. -637.1.1'
^. V. OL'=6„2,02' 2.t)
e
INV N�530 17
O' 6x2.55
INV OUT -63-77
rRC' . a" LAT.
/ C TOP -636 57'
6x2.8) O
e
aaz.7o
'6T MH
N6 75 !NV 63252'
^2.
TOP=642.51' INV. IN=636.611.
6450,
P
635. 3_. 6 ESB2C
40x LOCai.JN5
63 63 b3 5a
15 RCF s
NV -630.16
63 88 63x67
B2 -62
UE Bs
36 RCP
c^5•+�Crt
INV.=527.9 .5 37
'635a l`0"+�
6 5 53
-CI TOP 536.d,'
e
INV N�530 17
SSMIti
INV OUT -63-77
rRC' . a" LAT.
/ C TOP -636 57'
N6 75 !NV 63252'
NO IES:
1. 4,aizsa property is la acted In o special Flood
d Area as determined try ,he Cepar'•.men:
of H -m, anc Urban Dev6 apmen!. Raf-?rend
Community PanaI Number 370759 136 Dated
February 2, 1993,
The location of un der9raund I,Ohtiee sthis mop
oppro-ar .,n
re yfle,6 i,... based a'IR.-ii" provided !,y o>
on
r by field location, and ` ^ded fa` planning only. s
Actual locpfion. Size or depthlnJ! line a,. I-
Indlviduol utilityc dtJ _a 9;:fied w.,. .,le
3. Eleve tia.^s cs hown Phereon6f- bored c , 4eck!enbarg ;:cunty L
Storm .ter bel oc brk,,, NAVD 89 Daiu,^,.
4, This mop is net intended io be o bocn:icry s„-vey and c
not 5e used far saes, conveycnces, ar ._anrdaticn_ an
_.EG_END
• EIP EXISTING IRON PIN
IRON PIN SET (#5 REBAR)
�Id CONCRETE All AW ENT
PT CALCULATED POINT
UTILITY PC,.E
oLIGHT -OLE
OVERHEAD UTILITY
FENCE LINE
GAS .NE
-UT- UNOERGROUiJD TELEPHONE
S GN
ANITARY MANHOLE
-I CURB INLET
DI DRAIN INLET
IH .IRE HYDRANT
WATER METER
wV WATERVALVE
BCC BACK Or CURB
EOP EDGE OF PAVEMENT
R/W RIGHT -OF WAY
NIP NOW OR FORMERLY
CGP COMBINED GRID FACTOR
STORM DRAIN MANHOLE
-CE- OVERHEAD ELECTRIC
Existing Conditions
Little Sugar Creek
Along Kings Drive
City of Charlotte,
Mecklenburg County
North Carolina
LandDesign
Survey -64
223 North Grahar„ Street 1 Phone: [phone]
Charlotte, NC 28202 Fax: [phone]
Scale: P-60' 60 30 0 60
1 Late: 09/09/04
P,,--ct NwT ber: 4104066
!Revibien 1: 72/03/04
SHEET 1 OF 21 Revision 2: 02/15/05
z
W
�LU
z
O
EDL
U
Zz
U Q z
Ce- `h
Cie Q�
QLLJ2
c)L L,
LUz z
V >o O
UJ®V
J Un J Z
Z Y Q
v
� w
2�vt�
O -t
5dOI1#
.n U
- q O
i,000',X�

_3� u
Z
__P\CA-ED ).2MEI PAVERS ­777­-:�'-'
O: �7 S 0 BE �,Vvg�-
'A/ -,i CR,'AN V� -ONES
P NOR , AR BE-
E
CONCIRLT, ACCESSIBLE RAP- SIL-C'PE NOT 10 EXCEED AL�,� �Al_ ilf`-��SNATED -IBERBOARD �XPANSK), 2'-C'
8 N T F -L, 'CT.O URB/G
-7 Fk 5_E
Ay 5PEC:' CA -IONS FOR OL.
xis B -C TA -R CURE TO `EERAX_S-R=ACE -A- L r. c
e.
LX:ST 70C, za
4'X8 X66- ETA
' -,'ERS
A -ED ')01IE7D(_Lj't_
7R­N�\­ DCIYE
PAVING A3: - R� AAV_R -t�F S77 1\ PA FRIe x.1.5
IA- ZH PXI�TING CURB ------- ASPHALT
s!"C' �R' Lil \
0- - - - - - -
5 Drr S�­L_ 5L A- G\cD ON A 'Q, -'R- GqI"DIN JX
L'-O'NAN. I OI\. Cl: 'ERM:T WHEEL S To PC__
EXD
-'O ECT IIA
�P -,(-)T-i 3 D �O:N-STO BE CR,A,E�SFE'_­�:ATO�,S
S T
05
NSTli_; ONLY W -]-ht �10� 6'COMPACTED ABC
P -AM "�C_�AD.z C-C-1-ACTFID _0 95% STANDARD
--�OCTCP BENEATH PROPOSED
ASPHALT 1AVINO _R- ,. JOML S-11-1viv
ACCESSIBILAE rRAM_P_W_:_If_H -FLARED SIDES ACCESSIBLE RAMP CROSS SECT ION TRUNCATED DOMES
CVP&RS7D 026�P
Cr�P&R STD '6 �P C'lP&RSTF, JC-26.dP
�AO.-L-)SIBLE RAMP
"LAN, SEC -!ON
SCALE N7 S
EST AI!DJNG OR S,PFACE IO1,N,- C ­01,S
-C RPOSION RE" S_ ANT A PD' A- RL P-� �D NO I ES
�S 3/32' � CLES NIT, CO�NITERBOR,- PRO\A'DE- -OR CONTPAC7�:) I
K_
_AD CAP SCREWS
C0%
3 ALL PXIANSC� C,TS �HA. PE S-',,- P- C,� 1, -Ep'� _R.... OB -C-'
jCN-S SHALL'�­:-
C --A- CIN' LIAL,
P 1 1, -8 r4
T�A'�DROI­ P� �'V D�D 3' D�Kl �ONEN INISH
VA �C
BOLLARDS COLOR B-ACK,
C-RBSHA,: SE u
ACZESSIS.E PA11PS
vl� 6 TOP COF SUK
8--�F ,�• AND 1,T�RcRCRC_LATIU.DRILL
DPN O
BY O-kEES s pot
87�
21 2
2
V- 110,
CE -A- A -LS A -LO, 1,2',
RADUS RE -S PEI OV, _Cp OF _11LAB _c� SEA:
6"'NA'T�PINCU- 1,A -AN -
3' RAE) uS
T I H,S SE-,
'4� SL
_J
woor)
pN
AND PACK
o" 3600 �S CONCRETE Ci _,8 DAIS
6 BASE =-RSF
COM' - -ED S,KRADL
� BENCH
KINGS DRWE LIGHT FIXTURE 6" VERTICAI_ CURB D
I" PLAN., SECTION
S(--A:-L: 3/4"= i'
SECTION SCALE: 3/4"=:'-0" SECTIO\ o'•
NO TO SCAM -F u
` r B N 0 i PAN c I Ol. JOINT a 01, 1,Vz SPACI IN ' C
­�L) AT VR-I' L'NALLS X _OW fS- R�CLSS
_O OF SLAB 10 SEAL wAVA:TE,,PROCI SEALANT
251,1 PS9 28 DAYS
i-011--, PER PAVING AND LAYOu- o --IN
3' -11
N- :-!',�TS -0 B� 1+1X 1 /2, DEP,,AVA__ERPRO,)F EFAAN'
z
Lu
Lu
GRCUN; EVL�
4 AG�;REGAT_ BASE CO -PSE �:OI"AC-ED z
____-_n < COI -PAC. -. D SUPCRADEE
-00P 2': SOI A', PIPE (2-3, q, RACK HROr JT VIEW RAC< S'IDL VIEW <
D D) 0 154" VVAL_ IHECKNESS
T)OWS, 1/2 X 6'
z
T FLAN -P CON ROL AND xPANS:01,
RN:S- P-07 D.PPED GAL\'AN,
S"
_oNc"�'E'R -ALL BE �,_D 2S DA'S POWDER COAJ, OR BRUS1,21D U 0
<
EEL
STANLESS ST
v
ucl�
<
UJ
HEAVY DUTY CONCRIFTE HORSESHOE BIKE RACK DRINKING FOUN TAIN V)
r- 1/ 9 \1 yr
�-37__IEC TION SCALL 14"= '-0" SECTION SCALE: 3/4"= '-G' PLEVAT-01, Z) Lu
'�C:3 171
uj
D
V) ca
DI _MBROOM FINISH, ER­NDFCU.AR TO TRAVE_ Q fE 0
ui
3TU-�\Ou', FXPANSON ON'o 23f'. AX SPA JG z
FAD Al EUiCAI.,A/ALLS.A_LOVv 2, RE -SS U
A LLJ
3'LCN4, :OPO S�_AE -0 SEAL
N
�6,� PEI CG KEEL IZ 28 DAYS
----_ _-__._._. _. _- 1 iRG.. O v, I III L
I OCLEE� 3:1,TS --R FAV ; \G ANDA'( -U
0 S 0 8 14 --
X -1;2inDE�P,/WATER-PrOFSEA-�,'fF
IIJ� !
4
0IN
R STACKABL' STI Yl F TO B-F)FTERMINED
60 CHAIRS (F-OLDABLE O
TYLE T"_-) RE DF_F-RMiN`D
4 �,G�:,�ECA I BA•� ��OURS- 25 TABLES FOLDABLE OR CHAINABLE) S 'DETERMINED
r_
T RASH RECEFACLE TOD
_'GRADE
z
E _AICJ-T P _x
NT SPAC NC
L E S -AL' BE 2E DAIS
CO',CR,-__;:3LCR
PLAN Z-7
<
SCOREDCC)NCRFTE__
A L
SFC710N SC. 3/4 -
STEEL TRASH RECEPTACLE MOVEABLE TABLE -113 AND CHAIRS
I) SECTION, PLAN SCAL�: 1 1'-0" 3_ 1, )IPLAN
SCA o

0
------
KINGS DRIV'
A" 0
INGS
AIL�
of ol as 60 120'
•
Z
0
E
id" H6
z
L
zY
—
_u62
Ual -

z
- -. - - —��.
Y
Ci
Q u
LL
T
z
W
LU
Z
LLQ L
L
z
vo°
Z
Q
W
tl ( r
LU Z
>
)
W Q z
d
Ln
(.9
Z
z
- -. - - —��.
Y
Ci
Q u
LL
T

0
a
z
z�0
U
u I n
FEMA FLOOD FRINGE LINE -
FUTURE CONDITIONS
.'FLOOD FRINGE LINE - I
I
I I Nop"
,ems
r
z
W
I�J/
(LL
V
s ' Z
Y 0
IJ
W
13�zz
UO°
z
QW
NQ
UC
Z) z
j
W
z
V J
F- z
JCC
z
g
in
z

Z � i
GPpP%
CID
f� ppP
61
2
t � 4 /
y
/
4'
LU
LU
U
z
O
LU <
uj Z
Z5
Voz
z
Q U <
a.
W
N r
Lli -Z
v
J
W
a
J V
Z
z
p
F_- z
i
i
18
i
i`
� �130
20'

NOTE
REFG4 TO CHAPTER 7 FOR UTILITY AND STORMVYATER
PLANS. REFER TO SHEET C4.7 FOR WETLAND DETAILS AND
TYPICAL SECTION.
CONSTRUCTED WATER QUALITY WETLAND #2
i
I
•
Z�
�o
f
Z
LLI
LLI
Zz
V
Lu
Lu J
Z
�U _® G
LL
U
C
CL
N
O
Lu []
U
J � �
I
z
e
�tEP
7 } Ln
F
�-
�Z? u
o' a Ieso40' � 3 _

— r
/ 1
69 36 46 36 K2 : PAVI
F - HIBM UEF SBM 40
�JUE 51 ;HIBM fUEF , I -
ASI ;fUEF
p
r
c.
MIGROPOOL
FOREBAY
Ar.
HWA
3I -
" �4k. 2T r \ 18 MH 2
SCVA
�� ) - ✓ /�'`�, -1 N �_ 23 fUEF r -
\�"" / L_ - 55 1 NYOD POCO
23 POCO SCVA HIBM MH-3
HIBM - _
_ _ _ _ _ _ _ _ _ _ _— VI _ — _ _ _ _ TOP OF TEkR.4CE (SEE CHAPTER 5 FCR CONTINUATIONckff
- - -✓ 6S SID! � CS3 ®® Q, 0 1 IJ ��''�_
�4
CONSTRUCTED WATER QUALITY WETLAND #1
i
,
-
-
_
v
_ - 9 -- P AMI G -7M—VI3_ - -
28 7 20 51
72 68 AGAL I PAVI 21
96— RICO RCCA RICO r,r AGAL 41 .I AGAL c ,HCI O �'� r3 25 l A HICO r HICO 206
.. i— _ _
n
/AGAL PAVI
PAVI
r
HICO
-
c �
<
H'^
�-y....�. ,. , ti. ..., >, <.<. __-... .tic c., .,. <, ,.' .•: -.. .. .., ,.,._, _- -, - .<< < `r r - - -
_ _ _. _ -, . _ ,_ c •, •. :�... ,c _ - a, -�-�. c , c ,.,< , ,.. ,<.. , :.,-.... � , -�. E -_ - - is
2.
e. :� v \ :: � .\.. . .,... _ � 'n-, c'c ..,•;,. ,.vim z4 -'-- <a<cc `M1-,-- r "C: / :L.n: -` FOP.E&4Y
1
,
c
i 16 48 3, bC ^,
35 .,` 44 `� ACCA �, ,. 48 21 PAVI -WI PAVI ACCP. AGAL 9i 6_ HICO i 52 `24. - - 1 _ --�. �-,_. -'_ - ` _ "- _ ` NW :2 • i�?�
< 5, _- CVA CC _
t.C4 L4 _ FOCO .. 2 `, 29 1 23 17 S .1-30- A A \ i3 71
\\ \� ACCA AGAL HICO POCO HiCO - HICO PAVI 20
\ H!CO AGAL HAVI AGAL H'ICO AGAL ACCA
1
TeR';SEt CHAPTER 5 FOR CONTINUATION) -I
iACE
' •.� -` — — — — — - — — — — -- _ TOP O A
_ F TERRACE (SEE CHAPTER 5 FOR CONTINUATION)
� `=
ILA LA
h
4
.a
la�
Ism mm t--
_ i
CONSTRUCTED WATER QUALITY WETLAND #2
„a.
Z
�o
- J. Na
c,���• .re
::o-,•,_� �xTe
-`
n - �ze Ccmmems
,-
A,-,stl
Red Too
Z O
T ^
-
�ja
- �F:P:
rgzt:n
4>Ji!c. gyrus
r<
Ga s -c
u
Lu
r rl i A >-
E�
v wL
\ 7
CL
bQ
C
/ O
U
L.LJ Q z
Sysco
ivame
PIa,P-.> Slze mme,v
�-- z u
�,a i O C-
P .r.
6e.
; C.
I
SUR -
!0
UR --! 0 20' 40'
•
Z
�o
E
0
z
LJ J
LLJ
Z O
Q9
LuO
Lu
0�zz
U 0
I
r,
u
L7 Zu
��` nU
z
LJ J
LLJ
Q9
LuO
Lu
0�zz
U 0
u
Lu
r rl i A >-
E�
v wL
\ 7
CL
bQ
C
/ O
U
L.LJ Q z
!�
a
�-- z u
I
r,
u
L7 Zu
��` nU

15N OF TOTAL
SURFACE AREA
(FORESAY)--
STORM
DRAINAGE
PIPE
709 OF TOTAL
SURFACE AREA
(MARSH)
35% OF TOTAL 35M OF TOTAL
SURFACE AREA SURFACE AREA
(9" TO 16' D£EP) (0" TO 9" DEEP)
15% OF TOTAL
SURFACE AREA
(MICROPOOL)-
_
RIP -RAP APRON -�
(GRADE FLAT,,
SERI
WEIP d0A1PAE
TG 99% STAN
E' \ PROCTOR
IEFER -i O SHEETS C4.5 Fill
''NET:AND FINE GRADING STORMWATER WETLANDS TYPICAL CROSS-SECTION
N.T.S.
SEEDING SCHEDULE
SEEDBED PREPARATION NOTES
.SURFACE WAFER CONTROL MEASURES TO BE INSTALLED ACCORDING TO
PIAN COMPLETE GRADING BEFORE PREPARING SEEDBED.
'.
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVALABIE
TOPSOIL 3" DEEP ON SLOPES 2:1 OR FLATTER. TOTAL SEEDBED
PREPARED DEPTH SHALL BE 4" TO 6' DEEP. F SOL5 ARE
COMPACTED DURING GRADING LOOSEN TO A DEPTH OF 6' TO 8'.
3, LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED
FROM THE SURFACE TO PREVENT INTERFERENCE WITH ESTABLISHMENT
AND MAINTENANCE OF VEGETATION.
4 APPLY LIME ACCORDING TO SOL TEST RECOMMENDATIONS. SO0.5
hIT'. oY NGFER THAN 6 NEED NOT BE LIMED. E RH IS NOT
KNOWN, APPLY LIME ACCORDING TO SEEDING SPECIFICATIONS BELOW.
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6' OF SOIL
APPLY FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS. E
NO SOL TEST HAS BEEN PERFORMED, APPLY FERTILIZER ACCORDING
TO SEEPING SPECIFICATIONS BELOW
6. ROI, . SEEDBED SURFACE PRIOR TO APPLICATION GROOVE O2
FURROW' SLOPES STEEPER THAN 31.
FOR TEMPORARY SEEDING OF AREAS WHICH WILL NOT BE BRO(,GHT TO
FINAL GRADE FOR MORE THAN 15 WORKING DAYS, FOLLOWTHE
TE`.1PORARY SEEDING SPECPCATKNNS BELOW.
F_
.INTEVANCE AREAS /
STEL' SLOPES OR STONY. SHAW GR DRY SDILE
ATES TYPE ATE
LEG. 25 - SEP -,IS TAL. FESCUE t00 LB/FGRE
FEB. - MAR. ]' RE _A LESPEDEZA SG LB/ACRE
KOBE LESPEDEZA 1C LB/ACRE
GENTLE SLOPES, AVERAGE SOILS
- TYPE P.AT-
21 P'. 5 ( F_SCLE BCLLB/ADR-
B R. 2 .ER,CE LESPEDEZA 2O LB ACRE
.OBE 'ESPEDEZA 10 _B/ACRE
E
�EN
LE SLOPES SC S WITH AVERAGE OR BETTER MC ST.,RE, ,L S.TES
TYPE PAT _
SLP7. 1_ BLIND ol T 0 V TYPE 201 - 250
TALL ESGUES (BOX) AND
TWO OR MORE KENTUCKY
BLUEGRASS VARIETIES ,1C%;
GEF'_E SLOPES, DRIER SOILS, PHYSICAL UMITAP DNS
DITEE_ _TYPE FAT:
+Ij 2s - S_Pr, 15 BLEND OF 50% XY-31 TALL 2OJ 250 Lo/ACRE
FESCUE AND 50Y. MIXTURE
OF TWO OR MORE TURF TYPE
TALL FESC'JES
GRASS -LVED CHANNELS, AVERAGE SOILS
..:.ATES TYPE RAT%
25 - OGT. TALL FESCUE 2C0 '_B/ACRE OP
�W.SS-L NEL) CHAIN H ELS, DRY SOILS 4 - 5 LB/1]00 IF
TE _ YPE RAE
15 .,NE 3G COMMON BERMUDA GRASS 4C B S LRE OR
e'aoSF
-.LME S L. BEc ,DC A. THE RATE OF ICO B/ACPE OF RDLID
AOF L'_T R L LLIMESTO17 AN, 'U00 LB/ACRE OF 10-10-10 FEPTILiZER.
Y501'_ R E -LINED CHANNELS SHALL USE 300C LB/ACRE OF GROUND
AGF',Ui_ RAL '_IMFSTONE AND 500 LB/FORE OF '0-10-1U FERTILIZER.
MULCH 'SHALL BE APPLIED AT THE RATE OF 1000 LB/ACRE O: STRAW.
SrpgW SHALL BE ANCHORED BY TACKING WITH ASPHALT. NERING OR M.
S
NON GRIND TOO'.. +'UTE OR DO -IDR MATTING SHALL BE USED IN GRASS NEC CHANNELS TO CALCULATED HIGH 'NATER DEPTH.
'I-A:_CcaN" S==C'I:'C c__ - -ONS Fc
_
oar TYPE PETE AMENDMENTS
A+. - +LAY RYE (GRAN) 12C LB/ACRE
MAR. 21 NAL LESPEDEZA 50 LB/ACRE AGRICJLL'R
TA'L -t -
CR STONE AND 5C LD/
A
CRE OF O' - _IG
FERTILIZER
-_ _ TYPE RATE AMEN C M ENTS
MA - AUC. -5 GERMAN MILLET a0 LB/ACRE AGRICU LTt;RaL uME-
S-DHE AMC 75G Al
ACRE OF -1L)-10
FEP.-I'_IZER
TYPE _PATE AMENDMENTS
A'JG, '5 - OEC. 30 RYE (GRA 1, 120 LB/ACRE -
'- ^.ULTURAL 'LIME-
STONE A D
OF.O
4CPE OFN10
F.RTILIZEP
MULCH SHA -L BE APPLIED AT 'HE RATE OF 4000 LB/ACRE S -RAI,
Al SHALL BE ANCHORED B" TACKING WITH ASPHALT. NETT'.NG OR MULCH
A NCIIORI'NG "DOL
3aADEL S_OPES AND FILLS -E ANGLE FOR GRADED SLOPES AND F',LLS
SN, _L BE NO GREATER THAN THE ANGLE WHICH CAN BE RETAINED BY
+E GETATIVE COVER OF. OTHER ADEQUATE EROSION CONTROL DEVICES OF
ST RLCTU R ES. N ANY EENT, SLOPES LEFT EXPOSED SHALL, WITHIN 1_5
WCR(ING CATS OF COMFLETION OF ANY PHASE OF GRADING BEPLANTED OR
OT'�ERw1SE PROVIDED WITH GROUND COVER, DEVICES OR STRUCTURES
SUFE OI ENT TO RESTRAIN EROSION.
:.RULING COVER - WHENEVER LAND CISTJRBING ACTIVITY IS UNDERTAKEN ON
A TRACT COMPRISING MORE THAN ONE ACRE, IF MORE THAN ONE
CC NPGUOUS ACRE IS UNCOVERED A GROUND COVER SLFFIC!ENT TO
RESTRAIn' EROSION MUST BE PLANTED OR OTHERWISE PROVIDE WITHIN tL
ALE
DAYS GN 1ILAT PORTION' OF THE TRACT JPON WHICH FJRTHEP
S;LVE CONSTRUCTION IS NOT BEING UNDERTAKEN, PROVIDED THAT THIS
HA_L NCT APPLY TO CLEARED LAND FORMING THE BASIN IF A RESEPVO.R
LATER TO BE INUNDATED.
HARD SURFACE LEVEL SPREADER
TO EXTEND APPROX. I INCH ABOVE GRADE
�- TO DETER EROSION OF BERM. 6x6
j WOLMAN/Z£D RAILROAD TIE ANCHORED WITH
4' LONG .REBAR SECTIONS ON 6' CENTERS
/ STABILZE FILL BERM W/ PERMANENT MATTING
- S150 PER NORTH AMERICAN GREEN
ESTABLISH GRASS PER SEED/NG
SPECIE/CAT/ONS
TOP OF OVERFLOW WEIR
PROVIDE A 5'x3'x6" RIP -RAP
APRON AT ALL PVC ORIFICE
OUTLETS,
PERMANENT POOL / ORIFICE INVERT
TOP OF WEIR
�; HIGH MARSH
LOW MARSH
_ BOTTOM FOR£BAY / A41CROPOOL
OPERATION AND MAINTENANCE
INSPECTION
NSPECTION EVERY MONTI TO N'CLI.OE THE FOLLOWNG:
11 CHECK AND CLEAR T f ORIF%CF OF ,ANY OBSTRIF_TIONS.
2 CHECK THE WETLAND SDE SLOPES; REMOVE TRASH AND REPAIR, ERODED AREAS BEFORE THE NEXT
RANFALL EVENT
INSPECTION EVERY 3 MONTHS TO NO DE THE FOLLOWING.
I INSPECT THE COLLECTION SYSTEM (LF. CATCH BASINS, PIPING, GRASSED SWALES) FOR
PROPER FINJCT0"NG. CLEAR AC UMMAATEG TRASH FROM BASIN CRATES AND BASH
A
BOTTOMS, 11 CFECK PIPING FOR OBSTRUCTTNE
2 CHECK WETLAND INLET PIPES FOR UNDERCUITN'G, REPLACE RPRAP, AND REPAIR BROKEN PIPES
I RESEED CRASS SW ILES TWICE A YEAR AS NECESS,AR.Y. REPAIR ERODED AREAS IMMEDIATELY.
NSPECTKBN EVERMON-IHS 0 NCL.1J; THE FIDULOWNG.
1. CHECK SEDLMEN :hPOSITIOf DI: H IT VARIOUS POINTS IN THE WETLANDS, E DBPTH IS 6" OR
GREATER, SEDIMENT, SHALI RE RUNIOVLC ANL WETLAND SHALL BE RESTORED TO ORIGINAL DESIGN
DEPTH.
2. OWNER IS RESPON56LE FOR PROVIDING A Pl%MA TO IRAN THE POND AND FOREBAYS FOR ROUTNE
MAINTENANCE AFLD CLEAN OUTS, IF NEEDED.
3. OWNER 5 RESPONSWE FOR TREAT,' TFE PON,) WITH POLYACRYLAMIDE PER MANUFACTURER
SPECIFICATIONS ANP LOWAY-l'NG THE CITY OF CHARLOTTE EROSKM' CONTROL OFFICE PRIOR TO
DRANI NG THE PQNA1 FOR P.OUTNE .MAINTENANCE AND CLEANOUTS.
4. AFTER A RAI' ILL EVENT- !NSF4lF STORMWATER WETLANDS TO ENSURE THAT THE BASIN IS
OPERATNG AS DENCNED.
5. INSPECT WETLAND SDE SLOPES AND REMOVE A,N; WOODED VEGETATION.
M LNTENANCE AS REQI WEDl
1.MOW THE SIDE SLOWS ACG CORDNTO THE 5EAICAN MAXIMUM CRA55 HUGETT WILL BE o.
2 THE ORIFICE 5 DESGlfl) TO OR,,,W DOWN TFE POND IN H. DAPS. E DRAWDOWN IS NOT
ACCOMPLISHED IN "HAT TIME, THE SYSTEM ,MAY BE CLOGGED. TFE SOURCE OF THE CLOGGING
MUST BE FOUND IND ELIMNATEIL
3. ALL COMPONENTS OF THE STORMWATEk Wr T; AN'D SYSTEM MUST BE KEPT N COOL) W'CI ORDER,
GENERAL NOTES
1, CITY OF CHARLUT. E STORM N P ER SERVICES SHALL BE RESPONSIRE FOR ROUTINE OPERATION AND
MAINTENANCE
2 CONTRACTOR 9F6A' FsTABTUSH CRAI,SALONG TE WETLAND BANKS AS SOON AS CRATING OPERATIONS
DICTATE SEE PER IANENT REEOIN: S ECI'ICAT FOR $'EDINC SCHEDULE.
3, CONTRACTOR SHALL COORDN. T. WITH IEE OWNER AND THE OWNER'S LANDSCAPE ARCHBTECT
FOR THE SELECTIW OF PERMANENT AQUATIC PLANTS.
T �
C iiM 4d
z Pif^S!i
gs �a
U B,aPE:
O
N
Q
I C�
3ci
aa
KUB
^ w T
�
mz
`� ,. '•
cao
Lu u
L
Up
aV
V un
w
Lu
V
ui
J �
z
A
e
WETLAND #1
AvEI-L4NC g2 WETLAND #2
J?PEK� (LCWER)
T0� P OF OVERFLOW
624.75
025.5 624.5
WEIR ELEVATION
PERMANENT POOL /
624.0
624.0 623.0
ORIFICE INVERT ELEVATION
ORIFICE DIAMETER
iI
1.25"
.25"
TOP OF WEIR
623.75
623.75 622.-'5
ELEVATION
HIGH MARSH
623.25
623.75 622.75
ELEVATION
LOW MARSH
622.50
622.50 621.50
ELEVATION
BOTTOM FOREBAY
MICROPOOL ELEVATION
621..0
321.1 62C.v
J
T �
C iiM 4d
z Pif^S!i
gs �a
U B,aPE:
O
N
Q
I C�
3ci
aa
KUB
^ w T
�
mz
`� ,. '•
cao
Lu u
L
Up
aV
V un
w
Lu
V
ui
J �
z
A
e

LITTLE SUGAR CREEK — KINGS DRIVE
STREAM ENHANCEMENT PLAN
C5.I
C5.2 ` �` i C5.3 i C5.4
--- —
KENILWORTH -AVENUE— -
j i����� • • own
j r �� -
00
f %
\\\ _
GS DRIVE
75+00 LEGEND
�— — -I-- PROPOSED STREAM ALIGNMENT
— — — • — — — — PROPOSED TOP OF TERRACE
—u— PROPOSED SILT FENCE FOR
STREAM ENHANCEMENT WORK
625 PROPOSED CONTOUR (I' INTERVAL)
X 650 PROPOSED GRADING SPOT ELEVATIONS
>\
!. TOPOGRAPHY SHOWN IS 2012 DIGITAL
TOPOGRAPHY (T CONTOURS) FROM
MECKLENBURY COUNTY.
2. REFER TO GREENWAY PLAN SHEETS FOR WORK
EAST OF STREAM.
3. EXISTING CULVERTS TO BE DEMOLISEHD PER
z
DEMO PLAN AND BANKS LAID BACK AT 1:1 SLOPE.
STREAM CHANNEL GRADING TO STI ART FROM
EXISTING CONDITIONS AND 1:1 SLOPES.
4. PROPOSED GRADING SHOWN AS I` CONTOURS.
tiw =o
PROPOSED GRADING IN STREAM NOT SHOWN
I
BELOW TOP OF BANK; REFER O CROSS-SECTION
SHEETS.
nyn=cl�
KIN
PROPOSED CROSS VANE
STRUCTURE
C5.13 \C5.15
PROPOSED DOUBLE WING
DEFLECTOR STRUCTURE
3
C5.13 .15
C5
100 0 !00" 200
Now
�I
SCALE (FT)
PROPOSED J -HOOK
!� `
� C151
Lu
Lu z
pC o_
w
L)
L1J
� Z z
O Y
U
'^ W
V N z
Lu :D> o
Jin
m
� z
NOTES-
!. TOPOGRAPHY SHOWN IS 2012 DIGITAL
TOPOGRAPHY (T CONTOURS) FROM
MECKLENBURY COUNTY.
2. REFER TO GREENWAY PLAN SHEETS FOR WORK
EAST OF STREAM.
3. EXISTING CULVERTS TO BE DEMOLISEHD PER
z
DEMO PLAN AND BANKS LAID BACK AT 1:1 SLOPE.
STREAM CHANNEL GRADING TO STI ART FROM
EXISTING CONDITIONS AND 1:1 SLOPES.
4. PROPOSED GRADING SHOWN AS I` CONTOURS.
tiw =o
PROPOSED GRADING IN STREAM NOT SHOWN
I
BELOW TOP OF BANK; REFER O CROSS-SECTION
SHEETS.
nyn=cl�

V1­ty UUP - NTS
SS" ­[- -
TC)P=5\
T, OU 7�626.7
VX-1111--
ESN�I­ R 1cp IN
70P=630.69.
I
INV G JT=6 14 59
SSIH 8 RC' �I
TOP= '30 r, 9 ,
INV '
N=622. 4'
INV. C1j`­­320.4
SS.H 8' RCP A
TIP -630.65'
INV N=620. 15'
INV OIJT=620.,,5
8.
8.
S ;SM
TD,
T'(3)=622.
52
, 7�
83;.
SS
MH
F?
INV r�(3)6221
yey `INV. 0.;T=62207'
33.59
INV IN -6,
INV. C
-rz-- z S
'01. 1 M�CAILLNUURG COUNT,
C_ 08 14723 PC 749
TAX ID
I25-213-07 ,
I." 2Q 11 TOP63!.28'
A 'IV iN-628 8 1 OP=633.94
NV. CUT =62785'8' SSMH NV CL=623 94
e VH
6
-534.11 IAV 1P=161=3 4 7
632 334 1 N\ IN -625.53 N 0 T=6 4 7
NV. OUT -625.0
4 C1111 T;o
6323,
6j2_45 53
-H
SZA Waa 13
X
Y\
a�\
NV
39
N v, CJT=627,90'
$T VH --1
TOP -$31 15
�-V 'q=527dn'
CI TCP=631,24'
FILLED WITH SAND
CI TOP=631 57 -
LNV. OJ7=698 77'
r.
HARDING PLACE LLD
De 1 03 17 PG 824
!& H TAX !G 124-213-06
I 30.70'
L ZbI7,
51.77
dZRLC TOW'_
ER
6_4 7J, TOPVAV 613' D,1, 1—
Rlg�t -Of-Vv,Y
NK 18" R FROM MECKLENE3UR(5-
INV.-6243 4,6 1 �--!G ccft
INV.0 iB 1 2 RfE,
• 1,116. UT1111
.9�c, \\--SSmH, 4� I.TzoNNS FOUND OR PROVED D
Z52.
14 11 -524.12 0�84,6;�� N05� 1',._� V"
V
N1 Oir=
___N/F IYECIANI;URC�11
6,:
�\NV. C�� 625-a7 2 P,IL
MEC r,LENBURG
C Cp=6j_j OR 15385 PC 539
_4X D 125-213-10
27.31' 35.46--"-
`4 D1 635.
•
CO C�RET, D T01-
EN
C;,DROP & TO EK CR=S,-
ERI'S R., NO V,5 Ee,) SI -11• YC 0
MISS IRS E FIS
at 87 632
71 VBECILINS��& .1,w, z` -1E
PlEv SS /�g,, PU 1Db0b G 537
A,
-.S TAX ID 25-213-26
'c MECKLNFIJRG COUNTY
:1 TG�J�6337�48 3iT I� 08 5130 PC 166
41 'S 632.10 Irv. JT=1�2918 TAX ID �25-213-27
1 11 IV r--- "
632 Q% :gERF I IR
71E 11
Sl- SS C
C
0L, r 5 I C4ORR.1 63..771
IRS11 ""TV
_7
cSE P HS"E i
SS O
$
ISal 6} lc
2- _R
Top
.833.52' 171 13, 3 2R -
NVN= 626
OjT-626 07
'I—C; TGF­63a,'O'
SSVH _X%INV, OJT=629,80' SWH FUL
�32 L i_ SSM H
�\ 636,16 Rip
OP=6 78' SSNH a RCP 11�_ 6
-1 C TOP= 36 08'
IN- - 527.59 TOP 635 �S.m_
INV C -01-61 6�
iNV.
SSIAH 12' RCP IN— OU_527 49' INV . C. 325 19
32,52' 329..,'TOP--6
INV !N=
' S2'
OLT=625E2
SSMH 12 RCP CUT -
TOP -632 91'
INV. IN=625,41
DUT=62 5 94' C
r
Charlotte, NC 28202
7W) 3-6-7A48
A
TUSC;.4N JEVE�LCPIIEIT LLC
LC
/F
HAROLD QGSURN
N
DB 4376 PC �13
TAX ID 125-213-28
3-28
N/F
LLC TUSCAN DEVELOPMENT III
AND RAI S III & FARRIS
D8 1719! PC 756
TAX 125-213-05
DS 16719"P� 2,3
!,X,
125 -Jia -2_
dZRLC TOW'_
ER
6_4 7J, TOPVAV 613' D,1, 1—
Rlg�t -Of-Vv,Y
NK 18" R FROM MECKLENE3UR(5-
INV.-6243 4,6 1 �--!G ccft
INV.0 iB 1 2 RfE,
• 1,116. UT1111
.9�c, \\--SSmH, 4� I.TzoNNS FOUND OR PROVED D
Z52.
14 11 -524.12 0�84,6;�� N05� 1',._� V"
V
N1 Oir=
___N/F IYECIANI;URC�11
6,:
�\NV. C�� 625-a7 2 P,IL
MEC r,LENBURG
C Cp=6j_j OR 15385 PC 539
_4X D 125-213-10
27.31' 35.46--"-
`4 D1 635.
•
CO C�RET, D T01-
EN
C;,DROP & TO EK CR=S,-
ERI'S R., NO V,5 Ee,) SI -11• YC 0
MISS IRS E FIS
at 87 632
71 VBECILINS��& .1,w, z` -1E
PlEv SS /�g,, PU 1Db0b G 537
A,
-.S TAX ID 25-213-26
'c MECKLNFIJRG COUNTY
:1 TG�J�6337�48 3iT I� 08 5130 PC 166
41 'S 632.10 Irv. JT=1�2918 TAX ID �25-213-27
1 11 IV r--- "
632 Q% :gERF I IR
71E 11
Sl- SS C
C
0L, r 5 I C4ORR.1 63..771
IRS11 ""TV
_7
cSE P HS"E i
SS O
$
ISal 6} lc
2- _R
Top
.833.52' 171 13, 3 2R -
NVN= 626
OjT-626 07
'I—C; TGF­63a,'O'
SSVH _X%INV, OJT=629,80' SWH FUL
�32 L i_ SSM H
�\ 636,16 Rip
OP=6 78' SSNH a RCP 11�_ 6
-1 C TOP= 36 08'
IN- - 527.59 TOP 635 �S.m_
INV C -01-61 6�
iNV.
SSIAH 12' RCP IN— OU_527 49' INV . C. 325 19
32,52' 329..,'TOP--6
INV !N=
' S2'
OLT=625E2
SSMH 12 RCP CUT -
TOP -632 91'
INV. IN=625,41
DUT=62 5 94' C
r
Charlotte, NC 28202
7W) 3-6-7A48
A
UE �
_4�
/F
HAROLD QGSURN
N
DB 4376 PC �13
TAX ID 125-213-28
3-28
N/F
LLC TUSCAN DEVELOPMENT III
AND RAI S III & FARRIS
D8 1719! PC 756
TAX 125-213-05
JOHN -NEEI11
E8 6438 PG 'IS
TAX 125-213-25i
:8 1
TAX
dZRLC TOW'_
ER
6_4 7J, TOPVAV 613' D,1, 1—
Rlg�t -Of-Vv,Y
NK 18" R FROM MECKLENE3UR(5-
INV.-6243 4,6 1 �--!G ccft
INV.0 iB 1 2 RfE,
• 1,116. UT1111
.9�c, \\--SSmH, 4� I.TzoNNS FOUND OR PROVED D
Z52.
14 11 -524.12 0�84,6;�� N05� 1',._� V"
V
N1 Oir=
___N/F IYECIANI;URC�11
6,:
�\NV. C�� 625-a7 2 P,IL
MEC r,LENBURG
C Cp=6j_j OR 15385 PC 539
_4X D 125-213-10
27.31' 35.46--"-
`4 D1 635.
•
CO C�RET, D T01-
EN
C;,DROP & TO EK CR=S,-
ERI'S R., NO V,5 Ee,) SI -11• YC 0
MISS IRS E FIS
at 87 632
71 VBECILINS��& .1,w, z` -1E
PlEv SS /�g,, PU 1Db0b G 537
A,
-.S TAX ID 25-213-26
'c MECKLNFIJRG COUNTY
:1 TG�J�6337�48 3iT I� 08 5130 PC 166
41 'S 632.10 Irv. JT=1�2918 TAX ID �25-213-27
1 11 IV r--- "
632 Q% :gERF I IR
71E 11
Sl- SS C
C
0L, r 5 I C4ORR.1 63..771
IRS11 ""TV
_7
cSE P HS"E i
SS O
$
ISal 6} lc
2- _R
Top
.833.52' 171 13, 3 2R -
NVN= 626
OjT-626 07
'I—C; TGF­63a,'O'
SSVH _X%INV, OJT=629,80' SWH FUL
�32 L i_ SSM H
�\ 636,16 Rip
OP=6 78' SSNH a RCP 11�_ 6
-1 C TOP= 36 08'
IN- - 527.59 TOP 635 �S.m_
INV C -01-61 6�
iNV.
SSIAH 12' RCP IN— OU_527 49' INV . C. 325 19
32,52' 329..,'TOP--6
INV !N=
' S2'
OLT=625E2
SSMH 12 RCP CUT -
TOP -632 91'
INV. IN=625,41
DUT=62 5 94' C
-1 TCP=633.1� -
VV OUT=63202'
Existing Conditions
Little Sugar Creek
Along Kings Drive
City of Charlotte,
Mecklenburg County
North Carolina
zwc,, LandDesigm
IMP Surve�uig
223 North G.ham Street
r
Charlotte, NC 28202
7W) 3-6-7A48
A
60
I
D -ate: 09!09104
°mje­t Number: 4104066
SHEET 2 OF
Revision 1: 12/01,04
2f
Revhian 2: 0211,5106
c I TOP
Fj� _,ED 1�,
7_
­
-0 —aR-
NN
-1 TCP=633.1� -
VV OUT=63202'
Existing Conditions
Little Sugar Creek
Along Kings Drive
City of Charlotte,
Mecklenburg County
North Carolina
zwc,, LandDesigm
IMP Surve�uig
223 North G.ham Street
PhoPe: [phone]
Charlotte, NC 28202
7W) 3-6-7A48
Scale: P-601
60
I
D -ate: 09!09104
°mje­t Number: 4104066
SHEET 2 OF
Revision 1: 12/01,04
2f
Revhian 2: 0211,5106
Ga
Z NS
o
U

P
FEMA FLOODPLAIN
FUTURE FLOODPLAIN
33 \ \
633./5 l \ yq ' \ �\
63350 \
X�
COMMUNITY ENCROACHMENT - Av
��'� FLOODWAY
�V
5 — FEMA FLOODWAy
INSTALL THREE 0.0C3C CHECK DAMS
AFt ER DEMOLJ 70N OF MORE4EAD I \ \\l \����5) IhSTR.L hRLE ROCK 4 ANS l\'
STATION DECK \ \\ \
/XTENDCH1DtMU�I4A;
�OR
0'CU!�EfiT iION PHASE
TO
O ANNEL
q
70 W �FROtt.r<.Xi_IRNG
SANITARY SEW,v.--ti--J-
'
- 5
�.� - - _- _ �--_ �/ % CONFORM _ i �� F -- a �7 _ _ — a —>— LLARD (TYP.j
-- - a_ — TRA - _
._ C �� U O O N GIYADING WITHIN
.�v3+48.02 TOPTO LANK / _—a3 71 PRC_ R' — T BASE
a —
83+00
62
/
RANs Is
Il4V-624.580 RA
c
,
FLO
_
14,50 E
��tPr�iOXItl�TELYAI.� _ �TYP
PROW
STA 82+00 �{ 8 �� 80+5
I d
r .
END PROJECT
619.
> I /
a l
yi
S � <
n
\ 400
�-
- - -
Z
_ }
?/ v
a �i
a' 1
q
623.6
ARLOTTE ME LES / rExls7iuG FIFEA OUTLET
SLO STALL OUTLET � \ / \•\ � _ , - jam- __
TE ON
B NBURG FLUM �." CUTE REMOVAL
PIPE AT GRADE O=— L✓ -7- �I
/ / PROF PIPE REMOVAL —
i
'BENCHMARK 16-26 � �
' ELEV=631.12 / /
SLOPEAND INSTALL OUTLET
OTECTION. APPROXI co/ / ,aA V'.
� v
AP%IOF 72' OF 71" STORM DRAIN
—11.—
�� ref
623.19
1310
// / I ' - a _ I _ \ _ •-.. --`-._ .-._ L �' �:./ 1311 — `
r
/
/
31.
532
h w
a
1
/9 / �p �_ / _ _Mai _— - \ I • l
e � 633 51
.52 R SOOT bKINGS DRIVE
— ='--ate — �v � Il� � —oc -�
6
----------------
CHARLOTTE MECKLENBURG FLUM \ �¢ --_— Jy�=�¢{
BENCHMARK _29.03
a s / ELEV=634.26 x
c
z
C 0
z�
Q r
:�Eo
U
w
a
Ilk
C)
0
i
W
uj
Ii ZLD
V Q
`' u
Y C)
U
Lu
W
Zz
IuOY
�—
QUa Z
LU
v N z Lu
1 o Z
W Q Z
J N m w
1= Z Y w
z
0
lop
Ln
�o o' 2"a y� z o z
'\
z
U
y

9
! ' "
ji
FEMA FLOODPLAIN
i
FUTURE FLOODPLAIN
/RO ECT`(ISTINc _
— TRANSMISSIdr. TOWER
�------ ----
- ------------
® ®I 1 1 / '1635
I � `
ISO
KINGS Dal
_ H KH�(V� -�_ gas_— 1✓
__ rz
ii
��� EXISTING PIPE TO BE
REMOVED PER DEMO
�. LAN
a a
0829
– – – —
'mss
s—
\ tl 6
_ w
-1
- I
„ n
R
I
o,
\. N
¢>
v 240
�� :2:
W
LLJ
V H
Q
LL
U
W
z z
V_a
0� F— a W
QW� W
C7 �'z u
ij
D Tz
�J 2
J m w
F— INr1 z �
v J W
•--� : N
Q TT ¢s
�J�n sV
COMMUNITY ENCROACHMENT
FLOODWAY
;u
v00
+
FEMA FLOODWAY
7
71+50
RANS.M iSON
,
CUT EXISTING PIPE A. GRADEIECT
OFSLOPEAND INSTA C'TET
EXISTING
pRISS
,
IROTECTION APPROXIMATELY
ON TOWER
l K
CF OF. PE REMOVAL
—
c\
�------ ----
- ------------
® ®I 1 1 / '1635
I � `
ISO
KINGS Dal
_ H KH�(V� -�_ gas_— 1✓
__ rz
ii
��� EXISTING PIPE TO BE
REMOVED PER DEMO
�. LAN
a a
0829
– – – —
'mss
s—
\ tl 6
_ w
-1
- I
„ n
R
I
o,
\. N
¢>
v 240
�� :2:
W
LLJ
V H
Q
LL
U
W
z z
V_a
0� F— a W
QW� W
C7 �'z u
ij
D Tz
�J 2
J m w
F— INr1 z �
v J W
•--� : N
Q TT ¢s
�J�n sV
_
;u
v00
+
INV=6.1.31
7
71+50
uj9 Z
u
—
<
i
�------ ----
- ------------
® ®I 1 1 / '1635
I � `
ISO
KINGS Dal
_ H KH�(V� -�_ gas_— 1✓
__ rz
ii
��� EXISTING PIPE TO BE
REMOVED PER DEMO
�. LAN
a a
0829
– – – —
'mss
s—
\ tl 6
_ w
-1
- I
„ n
R
I
o,
\. N
¢>
v 240
�� :2:
W
LLJ
V H
Q
LL
U
W
z z
V_a
0� F— a W
QW� W
C7 �'z u
ij
D Tz
�J 2
J m w
F— INr1 z �
v J W
•--� : N
Q TT ¢s
�J�n sV

INY=623.59
iINV=626,90 10+50m%__
°e
SOUTH ICINGS u�IVE
i \➢ —6
�o
' FUTURE BAXTER �
STREET
D
INSTALL EADWAAND
OU LET OTECLLT C� /,
i
z
�C
Z
o�
69
W
V H
Q
iu.l
Y ct�
L
Z
W
Z z
u O
Q
_ Y
LY
� }'- 2 z
z w
�u
��o Q
J ®� `u
m
�z �
t
Z J L
...� �[ => N
_ T
N
FEMA FLOODPMjq --..
FUTURE FLOODKAiN
COMMUNITY ENCROACHMENT
!
FLOODWAY
Ln I
co
+
FEMA FLOODWAY
Lu
4
E I
�f 1Vli
1
INY=623.59
iINV=626,90 10+50m%__
°e
SOUTH ICINGS u�IVE
i \➢ —6
�o
' FUTURE BAXTER �
STREET
D
INSTALL EADWAAND
OU LET OTECLLT C� /,
i
z
�C
Z
o�
69
W
V H
Q
iu.l
Y ct�
L
Z
W
Z z
u O
Q
_ Y
LY
� }'- 2 z
z w
�u
��o Q
J ®� `u
m
�z �
t
Z J L
...� �[ => N

a
i r
i • z�
E m
Z
o c
z ,
:E o
w
CL
— --= / G
RA
CLT EXISTING PIPE AT GRADE ---�.=
O' SLOPE AND INS -AL _ OUTLET — —,--- ---- —
\` P40TECTION. APPROXIMATELY
20 LF OF PIPE REMOVAL 1
KENILWORTH AVENUE 'S
3 --/ ss— SANITARY SEIVJERG O
L
EXISTBb W
Q, SPILLWAY ELEV=627.59 ----- I — \ --- S
. TOP Of GONG_
63L -
/
63 3: IF
M
Spl(CfklfrF
AY
Ln INV -62696 W \
N \\ /
•
r
64+00 63+50 Li
IU--�- 63+o0 ��Fti/ j y A�
V, I� 62+50
z _- - - 62+00
"� CNV �
i
+so
00
0 INV=62398 / ~ 60+50 W
�
STA 61+00 T/ / W
--�-
- INV=630: BEGIN PROJECT 6+
i
O
� 1 W'
W 2
ui
�C cj� Z63Q
\ X'� ING P AT GRADE
\ ` OF SiOPE AND INSTAL OWLET
! RLOTTE MECKLENBURG FLUM Lu
,JS.2' icGUBPi.--?PPROXIMATELY /
so LF of PIPE REMOVAL V - / BENCHMARK L29.06 lJ.i
ELEV= 636.55 z
�wo Z
I� B CLENBORG FLUM
CHM RK L-19.05
I
V=639 01
\ Z
(n Z
FEMA FLOODWAY Lv
A' Q
Lu
I
vii
COMMUNITY ENCROACHMENT
FLOODWAY
1 O
FEMA FLOODPLAIN' �o^0 3
oa �
FUTURE fLOODPLA�N
�ZZy U,
—_
`3

Reach 1
Upper Banks/ Bench Shrubs
Scientific Name
Common Name
;: ,,-:NG %-T
ZZ
'Cally arpaamericans
Beautyberry
a i
_ -,
^
C!e`hra alnl{oils Hummingbird'
Humm ngbird' Summersweet
-
3' ;
-
3 ..=_
-
Hex labra
g
I,Ilexverticillata
1 nkberry Holly
Switchgrass
3 _
-
WinterberryHolly
.,' j
5 Cq_
'itea virginica 'Little Henry
Little Henry' Sweetspire
DeerTongue -
3 +�
Rosa carolina
Carolina Rose_
Gamma Grass
{�
Symphorocarpos orbiculatus
Coralberry
_ -
- .,_ _
,Vaccmiumcorymbosum
Highbush Blueberry
C _
- 3 CA --
Xanthorhyza simmplicissime
Yellowroct
%
SIZE
Streambank Shrubs
Tag Aider - -
b
15%
Scientific Name
Common Name
SP AC 7T�' C ,
E
Aronia arbutifoiia
Choke Cherry
Cornusamomum -
„_
an.
rnma.
yberry
4'
ltea virginice
Sweetspire
il
10%
-I
BR
_
Cornus amomu
_S kytDog Dogwood
- - 6'
0% I
�xCletrtf,di a
Wln,erberry Holly
F
PhYsosou!ifolius
P P
_
Nmebark
...
Ir Viburnum dentatum
Arrowwood Viburnum
jViburnum nudum
Possumhaw Viburnum
— —
— - —
.c.
--
- --
Small Trees
—
Scientific Name
Common Name
Carpinuscaroliniana
Ironwood
10 CA!­
Redbud
5
'Gm,scanadensis
Crataegus ma•sha!lii
Parsley -leaved Hawthorne
z L
Ha esia di tern
Silverbeli
_
jHamamelis -virginisna -
Witch hazel
Scientific Name
Common Name
-
j Common Name
%
A9 rostis alba
-
Redtop
20
Elymus virginicus
S
Virgmia Nhld Rye
30%
LPavcum v!rgatum
30%
Switchgrass
20%
Schizachyrium scoparium
3
Little Bluestem
10%
�Pamcum clandesGnum
-. -- --
Ninebark
DeerTongue -
10%
`fnpsacum dactyloides
Sambucus canadensis
Gamma Grass
10%
BR - BARERCCT, SEE DETAIL, CHAP -ER 5
LS - LIVESTAKES, SEE DEIA'�L, CHAFER 5
B+B - BA'LL AND 50RLAP, SEE DET.: -S, C -AP -ER 8
X GAL --CCN-aINER a'_AIJ TS, SEE DETAi_S, CF'A�TER 8
Reach 2
Live Stakes
Scientific Name
Common Name
-
SPAC NS iFT 0.C.'
%
SIZE
�allr arpa ame icana --
Beautyberry
- 3
15%
S
Cornus amomum
Silky Dogwood
-t
30%
-i
ES
Itea virgrnice
i Sweetspire
3
15%
_
LS.
! Physocarpus opulifolius
-. -- --
Ninebark
_- - --
3'
20%
_
_S
Sambucus canadensis
Elderberry --
- - - - 2 _ - - -_
20%
Ls
Streambank Shrubs
Virginia Wild Rye
15%
1 Eupatonum fis ulosum
_ _
Joe-pye Weed - -
Scientific Name
Common Name
-S-tCINr (h C )
%
SIZE
Amus serrulata
Tag Aider - -
b
15%
BR
Aroma arb_utifolia
Choke Cherry
6'
20 %I
BR
Cornusamomum -
SilkyDogwood
_ --- 6'
25%
BR..
ltea virginice
Sweetspire
6
10%
-I
BR
1. Lindera benzoin
Spicebush
- - 6'
0% I
BP
---- -_..-----..-_---
Sambucuscanadensis
- -..
Elderberry
----- ---- -- - ----
- _ 6-
20%-
-- i
BR f
Trees
- --
green Hse
-
Vyssa syl✓sties
Blanc Gum
Pta anus occidentalis
Sycamore
Quer u,. phellos
'._Willow Oak -
Herbaceous seed
Scientific Name
Common Name
_
�Agrostisalba -
Redtop
pp%
Bidens f ondosa
Beggar's ticks
5% .
Coreops lancecia a
Coreopsis
10%
Echi iacea purou•ea
Purple Coneflewer
5
- -
'Elymus virginlcu.s
Virginia Wild Rye
15%
1 Eupatonum fis ulosum
_ _
Joe-pye Weed - -
-.
A.
Panicum elands tmum
Deer Tongue- -
150/
Panicum virgatum
Switchgrass._ -
15%
Rud eckia hirta
Black-eyed Susan
12%
4)
\ 1 !
i
-
-------
_ -fir it
H
10' e' 10' V 4n
a
IP 5.
z_
J1
W
r
W
Z
N
I,
W
W
V I-
Q
w
w
LLI
W
cl
Z Z
Y
UOY
Q�>
U�z
D w ::D
o
J
W Q
J �
m
z
w
J
Y
LLJ
/CL
U
Z
r
Z
g
Z
LU
LU
U
Z
Q
Z
LU
H
t�

Z
1 Scientific Name
i --
Common Name
20%
S Z�
F
Bews"Ara
" g
River
20%
410%
x1nus pennsylvanica
Green Ash
5%
30%sH
Virginia Wild Rye
Nyssasyivatica
Gum
6,
2%
SR
Platenus occidentalis - -
r6jercu s
Sycamore
Ppnicum virga -,7
200%
Bp
pheflos
Willow Oak
13,
10%
PR
Herbaceous Seed
3. - ___­
- - - - �_5 -G-
Viburnum dentatum
Arrovv%vood Viburnum
Scientific Name
Common Name
%
Possumhaw Viburnum
51 -
Agro-stisalba-
Rectop
20%
Bider's frondoseBeggar's
_Coreo,o­sis_1amc_eo;ata_
ticks
5%
Nyssa sylvatica
Coreopsis
410%
F-hinacee putpure-a
Purpre Coneflower
5%
Elymus virginicus
Virginia Wild Rye
15%
Eupat_ofiurn_rjs­tLjj­osujjj_
' Fj6e_pyjj-Wae,�F--
3 %
P c
an/ um, clandrstirium
-tut
TDaarTongue
amormer
Ppnicum virga -,7
Switchgass
15%
Rudbackia hirta
Black-eyed Susan
12%
oireamil bnrUbS
Common Name
Fraxinus pennspvantc-8
Scientific NameCommon
Name
Nyssa sylvatica
S ZE
Aonia aitutifoha
Choke Cherry
4'
lCauca rpa amencans
BeautyDerry
4'
1 Quercus nigrai
Clethra afnifolia-
Summersweet
3'
Bald Cypress
amormer
!Silky Dogwood _
ilex verticillata
Winterberry Holly
6'
Agrostis alba
1 Physocarpus opufifoliusNineb
-k — -
3. - ___­
- - - - �_5 -G-
Viburnum dentatum
Arrovv%vood Viburnum
4'
i 3 AL
_Vbumum rudu-_
Possumhaw Viburnum
51 -
i Panicum clandestnium
Small Trees
,sc-'en"fir
10%
[Tripsacumdactyloid,,
Gamma Grass
NameN—ame----
z� I Z —­
Carplinus carofinjana
Cerc;s canadensis
Ironwood
Ce
Redbud
Crataegus marsham
Persley-deaved Havvthorne
G,�
Hatesis diptera
&verbeli
3
me/!s 'irginiana
Witch �azel
-
5 GA_
flex decidua
Dec-cuous Holly
Large trees
� Scientific Name
Betula nigra
Common Name
Fraxinus pennspvantc-8
RiverBirch
Green Ash
Nyssa sylvatica
I Platands occidentalis
Black Gum
Sycamore
Quercus michauxti
Swamp Chestnut Oak
5-3
1 Quercus nigrai
Water Oak
-
E3
Tax um distichurn
Bald Cypress
Herbaceous seed
Scientific Name
Common Name
Agrostis alba
Rectop
20-/.-
EI s virginicus
Virginia Wild Rye
30%
n,cijm virgatw-n
20
Schizachy-rium scopanum
Little Bluestein
10
i Panicum clandestnium
Deer Tongue
10%
[Tripsacumdactyloid,,
Gamma Grass
10°/
z
>
Ln
!Q, 20 40
L. ... ...

0,1EENW00[) CLIFF
Z
12j%tenus occidentalis
(I) Quercus nigra
r
2LCercis c" adeinsis
/+/
LS
UVEB S, S7-1
3 3 - 2AL- �,NC CUR LAP, SEES. a. TER a
X GA- - Cri%TANEP PL��N-S, SEEDETI�ILS­ C -IAP -El, 8
Platens occidentalis Sycamore b -t
Quercus michau-XII Swarrip Chestnut Oak E 4- 5
Quercus
-3-S
nigra WaterOak
Taxodium distichurn Bald Cypress
2-5
Agros-fis alba
--morr name
R ad top
%
20%
El mus
-- vi
�viiga-turr
Virginia Mid Rye
30%
Panicum
Reach I
20%
Schizachydurrr scopanum
Little Bruestem
30% 3 p
Physocarpus opyg,1js
Upper Banks/ Bench Shrubs
-10%
10%
TriPsacum- dactyloides
-
Gan,ma Grass
10%
e-nt—ific.N- -
Sol ame-­--cmn�11
1 Call arrir-Ice-na
—
Name
�1;'4C N-GTFT —0C.,
g2:E
0
�Iathra "Ir"fol"' �Hummlngbird`
Beautybsrry
riurnmirgbircP Summ -
—Name .j.
A Foitis alba
4z
ex g avra­
-sweet
----- -
lnkberry HollyL
3
3
Beggar's ticks
5CoreoPss
I Ilex
f41nter-r'yHolly
Coroopsis
purpurea
vj
Itea Tidle Henry'
Lill's Henry'Sweetupire
-
,l Elymus virginicus
Wild Rye
15%
Rosa
Eupatodum fistulosum
3;
-AL
,Panicurn clandestinurn
ISymphc;rocarPOS-Orbi�u�'a,'Us- -_-Coralberry,
Carollina-Rose-
"cu7virgatl(,'
SW - s
Itchgra.
va':cinilurr. c0-rvmMS-uM-
Kghbusr. Blueberry
3t
150/1
12%
Xn� stm- 116ssima
O-3-
AL
Streambank Shrubs
Yell iow-cot
IScientific
dame
Aronre
r - --
dirbufffolia
Choke Cherry
4'
CaAfcarpa amer"C-ama-
Beauty' --
berry
- I
1
I-Cleth =- au itolia
Surnmersweet
4
-I_"--
1
3 AL
- -
Corm 8MCIMUM
I. -y Do
3.
3 .,AL
II
1-ftex vrtfich'iara
.qwood
'A'interben-y Holly
3'
Physocajpus Goull.folius
61
,vibu,"Um
Nnebark.
Arm wwood Viburnum
LOb rnwr, q dj�m
u- u_
- - _
Possurnhaw v[
12w Mbumu
4
---
3 CA-
Small Trees
5 .3
'Sc Fer-t7ffic-NeWs-
Carpiriu-carol- --- - -
s imana
Common Name
Ironwood
S 5�
C rCSCan deR515
C'eta.gus Marstial"i"
Redbud
1 '0 (7 AL
Parsley-lpaved Hawthorne
Silvenoafi
Witch i­��
Lex --d �­Ia­--
Deciduous Holly
0,%L
LS
UVEB S, S7-1
3 3 - 2AL- �,NC CUR LAP, SEES. a. TER a
X GA- - Cri%TANEP PL��N-S, SEEDETI�ILS­ C -IAP -El, 8
Platens occidentalis Sycamore b -t
Quercus michau-XII Swarrip Chestnut Oak E 4- 5
Quercus
-3-S
nigra WaterOak
Taxodium distichurn Bald Cypress
2-5
Agros-fis alba
--morr name
R ad top
%
20%
El mus
-- vi
�viiga-turr
Virginia Mid Rye
30%
Panicum
Switchgrass-
20%
Schizachydurrr scopanum
Little Bruestem
30% 3 p
P-n�'C'M-�Univm
De.
Deer Tongue
us-
-10%
10%
TriPsacum- dactyloides
-
Gan,ma Grass
10%
MNVIII— �11Vtlra Z i v />
eaulycerry
Silky Dogwood
Sweetspire
:Ninebar7K_
PH -h—,
i nva wrginice Swee*t`re-------
Undera benzoin Spicebush
Sambucus can.densis Elderberry
Trees
15%
30%
20%- -S
20%
ouluntiric name
Betula nigra--
Common Name
River
—SPACI\1, I­—�-
I
Fiaxinus Perrnsylvanica
Birch
Green Ash
- -
,Nyssasylvatjca--
Black Gum-
30% 3 p
Platanus occidentalis
Sycamore
20%
QiJ�s phe-Ilo-s
Willow Oak
C
20%
Herbaceous seed
0
Scientific Name
Common_
—Name .j.
A Foitis alba
Rectop
-
Sidens frondosa
Beggar's ticks
5CoreoPss
lanceolata
Coroopsis
purpurea
­
PurpleCcneflower
10%%Echinacea
5%
,l Elymus virginicus
Wild Rye
15%
Eupatodum fistulosum
__Virginia
J6("-Pye Weed
,Panicurn clandestinurn
Deer Tongue
3%
15%
"cu7virgatl(,'
SW - s
Itchgra.
�Rlldbeck'6 hila
Susan
150/1
12%
10, 01
10' 21Y
s

KENILWORTH AVENUE
6 00
Reach 2 9.
-
Live Stakes �$
— — -- s
Scientific Name Cammon Name �: Ashv. FT C.:..1
- - -
Callfcarpa amencans Beauyberry�
Si
Comus amomum SAy Dogwood -- - - 3 - 30% z ^ o
/tea wrginica s - -
- - __. .. Z
1Physocarpusopulitolius _ nlneoark --.. - -_ _-..- s -. 20%-- -' N�
Sambucus canadensis Elde berry _ _ 20% i_ J
Streambank Shrubs _ -- - --
Scientific Name Common Name r
Anus serru/eta Tag Aider -- - -- - _-- - c --- 15%
ILI
_. -- - ---- -Choke
Aroniearbutifo/ia Ghe� _--
c' mu20%- �' L.L_
s
Cornus amo_ m �iEky �ogwcod
z
4lfea vnginica wse!spire / j r-
rmderabenzoin—sadebushd, 1",%
Sambucus canadensis Elderberry
Trees --- ----- — Scientific Name Corr. monNamc S-1 4:,'N
Betula nigre - _ River Birch -_ _ 20% - - I Are ~
-- --
Nyss spsnnsylvan�ca - - Greer Ash 30% 3K
Nyasa sylvatica 3iack Gurr:- - - - - -- _ f
-- - - u 3
-- P _ ilcw Cak -- -- J
Plalanus occidentalis Sycamore - I
Quercus hellos - �
Herbaceous seed ` CL
-- —m --- -- --- I r�
Scientific c Nam_e_ Common Name %
-Agroshs alba - - Redtop 20% -
8idens frondosa Bagga s bcKs 5 % � '(for psis lenceolata - oreopsis - 10% _ p
Echmacea purpurea purple Conef wee 5% I SII
l Elymus wrgrmcus V rgmia Lb Id R+ye 15
Eupatonum wulosum - - fir• , pye Weed _ 3%
Panicum clandestinum eer Tong -7
- i 5 /off Iff-
I Panicum vvgatum- _.. - a +i!chgresa _ - � j - - -
Rudbeckia hirta S ack-eyed Susan 12% a}
NOTES:
ER EARER C: - C r,
LS DI ESTAKES E A CtiAP �L/r
BAL_ AND'r- r,, A CF_APTEY 8
X GAL - CONTA,_= =LINTS,SEEH A'I-S.. C,AP'ER 8
U E
Z 5 O�
U3d�k
O �
a s
0
xm
ay�
It
w
U ap
2 rd
.n
W
LU Z
Qkf
� w g
U Z
:..0 [if
w o z
z<
U
O�
CL W
Qw`
LLJu
VjUQ
� LU Z
iJ�mw
(� z Q
Z � W
�
Ln
REACH 2 PLANTING PLAN LEGEND
LIVE STAKES
m
STREAMBANK PLANTING ZONE
s
—1 Z
J, UPPER BANKS/BENCH PLANTING ZONE -- -
�� r
Coll
10' 0'
10' 20 40'
n 2QC OIC_ U, £

• Z
630
— -----
630
PROPOSED BANFULL ELEVATION (TYP.)
P
628
PROPOSED THALWEG ALIGNMENT (TYP.)
628
626
------ — — — —
+
626
0
+
+
EXISTING GROUND (TYP.)
Ln rA
10 10
z
0
624:0
16-
>
<
624
z
12,
62
< z
uj
co
<
0>
Lu
Lu
Z ---622
<
Lu
u
< U,
-0.78%
+
Li11
z
A ; ----
-U.tl4
-02� Ln 1
A 10
>
-1 -1 = —,--
--
-- , -
-0.45%
0
L -1i
620
1 !MATCH
EXISTING
GRADE
zz I -
%Q
>
+ 10
11 :
-Lu- =
-1
i V) uj Ln m < 1
+ _j 1
L
+
>
—
620
CC
LL
< Lu < 2, 0>
CL
618 — 5: -,
V) LLJ V) 1 CL/ 618
V) U.- +
-f Lu
-u �6
616
EL >
Ln : -j
i LW
6 i6
I I ,
6141
614
AM al
L
612
612
L)
610:-
610
u
60+00
61+00
62+00
63+00
64+00 65+00 66+00
6-1-00
0
Mtl
628 -
628
PROPOSED BANKFOLL ELEVATION (TYP.)
C)
oc
626
6-26
co
+
co
Li
-- — — — — — — — — — — -----
624
>
ot
+
co
+ +
'D
Ln
Ln 'n
co rn :r
+ a; C)
+ +
624
z
Lu
LW
622 t
.n Lu
uj
it
V) LLL--.--
II
t -z T
10 64
%c
II II II II
>
Lu
CL
Lu
ru n -tz--
-j -j Lu
Lu Lu V, Lu -j
-3
622
Z
o
<
A
620
-0.24%
Ln 1 N
rn I -C�35%
+
10
—
fl� I : -, —
--0.7k
----
>
620
LLJ
Lu
Lu
618
II II
Lu
EXISTING
GROUND (TIYP.)
+
L <
Lu LL
CL
U 0 af
cj� F— z
616
u
Zj
616
Lu
Lu >
Ln Lu
fN
+
'o
Z u
Lu :0 z
614 -
+
10
PROPOSED THALWEG ALIGNMENT (TYP.)
614
<
Ln
Lu Z
Lu
m
V) Z
612
Lu
612
z Lu
wT
�
610
68+00
69+00
T 70+00
71+00 72+00 '73+00
74+
E
z
0
fl
c�?�Pso z
ivw °o
>: 01%
20 0
20 40 2
0 4
Ln
HORIZONTAL SCALE (FT)
VERTICAL SCALE (FT)
=u

,y -
- -
..✓' _ _ _� _ ; �( KENIL`NOR 1 H AVENUE
i
-
/y pp
KKo --
70 LF OF CULVERT 7} ,� .. --.� -�,�- /
-----------
. I
l
1 _ _
-----------
GREASE TRAPS TO BE=��'--___--___--_-_____" \ ' `'� __' ``�• - s`
REMOVED - - -'L_ > ._ _ _ \ I = w
.�DUKE ?OWER POLE TO BE �
2TOBE R CUL{EI�T ' .l1 /�--
- 0� ) - I-.-. X _..._-�__ - _ _ RELOCATED 0Y � HEP), P. _
�.
a
�. I � - ILII
_,^ --�- TO$E REMQVEQ\ � J R Tl'
'\q9 LF..gF.CULVERT,'T-
�"� =� �J. _
\,
DUKE POWER POLETO-RE
RELOCATED BY OTHERS: TY
TF
Z m
TREE TO BE
.. _. _ -__ / -� .. ..
EXISTING[ WATER MAIN-
EXISTINGCABLELNE-_-__--
T- 0,
EXISTINGS-ORMDRAINAGE --
--- "
EXISTING STORM TO BE REMOVED
REMOVED. TYP -
-_
EX. STORM PIPE TO BE REMOVED /�
ED -' � yW OILJW WATER SEPARATOR TO BE
---- - - h, COORDINATE STORM DEMOLITION WITH _ �.O ABANDONED IN PLACE
.,..
--
lei
' >
d� £
-. - \ w
J
X
mom_ EX TREE TO BE
/
-- EX. STORr' NLEi TC 0�
�
EX. STING POWER POLE TO BE
-.I�
PROPOSED DRAINAGE IMPROVEMENTS TO -' � }' -- I'
MAINTAIN POSITIVE DRAINAGE, TYP. ' -
��XG'
....
U `. O
i< djW
'� �
'?�,.d
\O
8 \ r
-:
REMOVED, TYP
REMOVED, TYP. /'
Z
I O
X
Rc
+ -
`UO
-
_ KINGS DRIVE
..'
..� ...-
n.
X10
_ ...
,...
,
_ _= --\�-
�EX_SiDf1NA61C-LOBE -
�
•�-�
--
'SIDE --WALK TO BE�
DhIVE-REMOVED, TYP
LL
REMOVED, TYP .._ e - - - l��
.e'^:
A °LOOc1VAY
ENCROACHMENT
N
- - J
- '
�-
J�
COMMUNITY ENCROACHMENT-
_ LINE / TOT ,/� F
-- -/✓ FEMA FLOOD FRINGE LINE-
FUTURE
INEFUTURE CONDITIONS-
�- FLOOD FRINGE LINE
DEMOLITION NOTES
I. CONTRACTOR TO SUBMIT DEMOLITION PLAN TO THE CITY OF CHARLOT- BUILDING STANDARDS BEFORE DEMOLITION 15 TO BEGIN AND IT IS THE
RESPONS--SILTY O, THE CONTRACTOR TO OBTAIN ALI DEMOLITION PERMIT" IF REQUIAEn.
2. CONTRACTOR SHALL SUBMIT DEMOL71ON SCHEDULE TO OWNER PRIOR -1, PRCCDlGNGVVI"r DEMOLTON ACTIVITIES.
3, EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
4, SITE DEMOLI'I:ON WORK INCLUDES. BUT IS NOT 'LIMITED '.O.
A. ROADWAY I DRIVEWAYS
B. SITEUTILIT!ES
C. 'LANDSCAPING
5. CONDUCTSI-E DEMOLITION OPERATIONS TO ENSURE MINIMUM.NTERFEREiNCE VVI'H ROADS, STREETS WALKS AND OTHER ADJACENT OCCUPIEDOKUSED
FACILITIES, DO N07 CLOSE OR OBSTRUCT STREETS. WAL<S OR O'HER. OCCUPIED CR. US=D FACI'UTIE5 WiTI-.OIP PEP.M,SSION FROM AUTHORITIES HAV NG
JURISDICTION.
6. RESTORE DAMAGED IMPROVEMENTS-0THEIR ORIGINAL CONDITION, ASACCEPTABLE TO PARTIES HAVI NGJURISDIC'ION.
]. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS I OPSOIL FROM PROPFRT. AND DISPOSE OF OF'.SITE NALEGALMANNER
8.LOCATE EX STING ABOVE GROUND AND UNDEPGP.O'JM1D iT LIT1ESTIN AREAS OF WORK .'F,ITUTIES ARE TO REMAIN IN PLACE, PROVIDE ADEQJATE MEANS
OF SUPPORT AND PROTECTION DJRING DEMOLITION OPERATION
9. SHOO' UNCHARTED, DR INCORRECTLY CHAD:'PO PIPING O: OTHER 'J' •EEL: TIES BF• ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND
UTILITY OWNER FOR IMMEDIATE ACTION.
10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL NU CAPED ON PLAN OR NOTES TO BE REMOVED',
I' PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMEN-. AND OTHER FACE T IES FROM DAMAGE CAWED BY SETTLEMENT. LATERALMOVEMEM,
UNDERMINING. WASHOUT AND OTHER HAZARDS CREATED BY THE DEMO. T ON OPERATION.
2. CONTRACTOR SHALL REST ORE ALL DISTURBED AREAS C -X SI TNG COND T.t_NS OR SEER.
13, ALL UNDERGROUND UTILITIES W' - HIN `HE PROJECT LINT T, O BE REMOVED AND OR ABANDONED N f, -ACE UNLESS INDICATED TO REMAN. RE`ER TO
UTILITY PLANS AND MECHANICAL AND ELECTR CAI. °CANS. ANY EXIST'.NG U !LITY UNDER PROPOSED BUILD"JG FOOT PRINTS SHALL BE REMOVED OR
GROU FILLED AND ABANDONED IN PLACE. AN, -XIST.NG "T,L,TY IN CON L C-`NITH PROPOSED IMcyOVEMEN-S SIAL L BE REMOVED.
14 CONTRAC. OR SHALL MA N'AIN 5 OFMWA ER YANAGE ENT SYSTEM D R LG
ONSTRJCT'ON TO INSURE NO DAMAGE TO AU.ACENT PROPERTIES OCCLRS DUR.I'TL
STORM EVENTS.
IS CONTRACTOR TO REMOVP ALL VIS: BE OR REASONABLY DENT TABLE MA-ER.AL
EQLIPMEN-, ETC. FROM THE SITE IF NOT NEEDED FOR NEW CJNS'RJCT'ON.
16. THE LOCA T ION OF ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM AVAILAE�_E INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR
INACCURACY
17. ALL DEMClU T.ON AND CONS -RUCTION SHALL COMPLY WITH APPLICABLE BUILD'NG
CODES AND LOCAL RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH ALL OF
THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
18. PRIOR TO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOR WILL COORDINATE
HIS AGTiVITIES WITH ALL JT'.LITY COMPANIES SERVING THIS AREA THE CONTRACTOR
IS TO COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION
OF ALL UNDERGROUND UTILITIES PROR TO EXCAVATION,
19. MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE TWO (2) FEET BELOW FINAL
GRADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE
MATERIAL.
28. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER
21. RELOCATION OR REMOVAL OF OVERHEAD OR UNDERGROUND UTILITIES SHALL SE
COORDINATED WITH THE APPROPRIATE JTILITY COMPANY.
22. CONTRACTOR SHALL REMOVE ALL EXIST'.NG LIGHT POLES IN THE DEMOLITION AREA
AT THE OWNERS DIRECTION AND AS APPROVED BY THE UTILTY COMPANY.
23. ALL PROPOSED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
24. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE
OWNER PRIOR TO STARTING DEMOUTION ACTIVITIES,
23. CONTRACTOR SHALL VERIFY ANO PROTECT ALL PUBLIC UTILITIES. ANY WORK
ASSOC,AI"ED WITH SAID JTILITIES -0 BE COORDINATED WITH APPROPRIATE UTILITY COMPANY
26 ALL JNDERGROUND UTILITIES PREVIOUSLY SERVING EXISTING ST,RUCTIJRES TO SE TO BE
REMOVED AND OR ABANDONED IN PLACE UNLESS INDICATED TO REMAIN
27CONTRACTOR SHALL VER. FY AND PROTECT ALL PUBLIC UTILITIES ANY WORK ASSOCIATED
WITH SAID UT.'-IT.ES TO BE COORDINATED WITH APPROPRIATE JTILITY COMPANY.
28. CONTRAC-OR SHAD _COORDINATE S -ORM DEMOLITION WITH STORM DRAIN
:MPROVEMENTi TO MAINTAIN POSITIVE DRAINAGE.
GENERAL NOTES
ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED'O A CONDITION
EQUAL TO OR BETTER THAN THE EXISTING UNLESS OTHERWISE SPECIFCALLY
EXEMPTED BY THESE PLANS.
2. THE CONTRACTOR IS CAJTIONED THAT THE LOCATION ANOIOR ELEVATION OF
EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE WED ON RECORDS OF THE
VARIOUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACTOR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE
VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUC LION
DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEDING.
4, PRIOR TO BEGINNING CONSTRUCTION THE CON-RACTOR IS RESPONSIBLE TO VERSIFY
THAT ALi REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL
REGULATORY ADTHORITIES AND SHALL BE THOROUGHLY FAMIUAR'WITH CONDITIONS
OF SAID PERMITS AND INSPECTION REQUIREMENTS
S THE GENERAL CONTRACTOR SHALL CONTAC-AIL OWNERS O` EASEMENTS,
JTIL T ES AND RIGHT-OF-WAYS, PUBLIC OR PRNATE PRIOR TO WORKING IN
HESE AREAS.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXIST, NG ITEM
ANDIOR MATERIAL INSIDE OR OUTSIDE THE CONSTRUCTION LIMIT.
7. CONTRACTOR SHALL MANTAIN THE S TE INA MAiNNER SO THAT WORKMEN AND
PUBLIC ARE PROTECTED FROM INJURY.
8. LAN DESIGN SHALT. NOT BE IN CONTROL OR CHARGE OF, AND SHALL NOT BE
RESPONSIBLE FOR ACTUAL CONSTRUCTION MEANS, METHODS. TECHNIQUES.
PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK, OR
FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT
JNDER THE EMPLOYMENT OF LANDDESIGN,
EXISTING UNDERGROUND ELECTRIC
EXISTINGGASMAIN ——
EXISTING OVERHEAD ELECTRIC —
EXISTINGCL SANITARY SEWER
-- ---:-------'-__--
EXISTING[ WATER MAIN-
EXISTINGCABLELNE-_-__--
EXISTINGS-ORMDRAINAGE --
--- "
EXISTING STORM TO BE REMOVED
EXISTING TREE TO BE REMOVED
—
�X
E% IST I NG 5 I DEWALK TO BE REMOVED
I i
�'
EXISTING CULVERT TO BE REMOVED
r
EXISTING STORM STRUCTURE TO BE REMOVED
---
/
EX. STING POWER POLE TO BE
--
REMOVED BY DUKE POWER
ae' o' 30' eo' .x'
v
/16/dTE?
I
DR
,5 -
ti.
Q
'Z
W
w
V
Z
C
Lu
Li. U
Z
U _p
z
W 1
(n t d
D W O
\ ^ 1_.F
/� U O
W y
7
u
F- z Y
J 0
Z
0
w
r�C�
JC�
�U
r
•^CLLCJY �.

DISTANCE TO
KINGS DRIVE VARIES .
40' TO 160'
SEE GREENWAY PLANS
TOP OF TERRACE
EDGE OF STREAM GRADING
SZ BACK OF
VARIESOAF kq BENCH -
T TO 11! (TYP) i R/F' 21
VARIES ti
14' TO 22' (TYP)
TOP OF TERRACE
a
BANKFULL BENCH
APPROX. 15'
RIES PER PLAN SHEETS,
0' TO 25', TYP
SEE BMP PLAN FOR
BENCH GRADING
AND PLANTING
EROSION CONTROL
MATTING AND LIVE
STAKES ON BANKS
PROPOSED
TOP OF
BANK
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
BANKFULL
46'
TOP OF
BANK
PROPOSED
VEGETATION PER
PLANTING PLAN
INSTALL
EROSION
Ql CONTROL
>0,6'0� MATTING ON
SLOPES (TYP)
SV
VARIES
TYPICAL RIFFLE SECTION (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
PROPOSED -
TOP OFBANK
PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
\ I`POOL SECTION
/ VARIES AS
NEEDED PER
PROFILE
— 4' (TYP) i- — --I!
12' TO 26' (TYP)
PROPOSED
VEGETATION PER
PLANTING PLAN --
TYPICAL IN-LINE POOL SECTION (LOOKING DOWNSTREAM)
SCALE: AS SHOWN
APPLY TO STA 61+50 TO 62+50
STA 69+35 TO 69+75
STA 72+60 TO 72+90
STA 76+50 TO 76+95
VARIES
2'TO26'(
0
O
L,_
O
O
Z U
D
r
Q �
Z_ Z
:2O
J U
Lv
rvl
PROPOSED TOP OF TERRACE CL
EDGE OF STREAM GRADING
r MATCH EXISTING GRADE
VARIES y
V TO 13' (TYP)
it
z
0
i
v1
z^/
ADA
INSTALL
EROSION
CONTROL
MATTING ON
SLOPES (TYP)
PROPOSED TOP OF TERRACE
Q
EDGE OF STREAM GRADING
,-MATCH EXISTING GRADE
Zmn"�'
z
I 11A
W
N
o
O
VARIES
6' TO IT (TYP)
V
W
J
LLJ
w x
V
LU m
u
�z
ZQ�
CL
UOQ
c1C U a
F
LU
L.0
T_
! 1Q
V V) Z
LLI
U
U
1 O
Q
W
w
Z
J
Z
_
oC
o �
s
�W OWN ��ON
N
m}m
,ll� ism r o m I.n
�
gZZzYmWW
U
comm K 2
.3'V:a N

DISTANCE TO
KINGS DRIVE VARIES
40' TO 160'
SEE GREENWAY PLANS
DISTANCE TO
KINGS DRIVE VARIES
40' TO 160'
SEE GREENWAY PLANS
TOP OF TERRACE
EDGE OF STREAM GRADING
I
VARIES 0
1F
7' TO i 1' (TYP)
1/
VARIES
14' TO 22'(-
TOP Of TERRACE
EDGE OF STREAM GRADING
9 BANKFULL BENCH
BACK OFAPPROX. 155'
BENCH VARIES PER PLAN SHEETS,
1 I V TO 25', TYP
SEE BMP PLAN FOR
BENCH GRADING
AND PLANTING
TOP
OFBANK
/ PROPOSED
THALWEG ALIGNMENT
PER PLAN AND PROFILE
aX DEPTH
ARIES PER
ROFILE, 8'
1 1.5' TYP
—8'
PROPOSED TOP
OFBANK
EROSION CONTROL
MATTING AND LIVE
STAKES ON BANKS
TYPICAL BEND POOL SECTION FOR RIGHT BEND (LOOKING DOWNSTREAM)
SCALE AS SHOWN
APPLY TO STA 65+90 TO 66+35
STA 70+85 TO 71+35
STA 74+25 TO 74+65
STA 79+35 TO 79+65
BANKFULL BENCH PROPOSED TOP
BACK OF I-- APPROX. 15' OF BANK
T TO , RIESI (TYP} <OAF�gR/Fa BENCH VARIES
O' TO ZSTYP SHEETS, —'jl
1,/ I
PROPOSED
TOP OF BANK PROPOSED
_
VARIES .•� .
r ar,�nd '> Nti -i,;yiaii THALWEG ALIGNMENT
I 14' TO 22' (TYP) + PER PLAN AND PROFILE
I MAX DEPTH
SEE BMP PLAN FOR 4.3: 1 4' VARIES PER
BENCH GRADING PROFILE, 8'T0
AND PLANTING I I.5' TYP
EROSION CONTROL
MATTING AND LIVE I '�
STAKES ON BANKS
I S' 8' (TYP)— —� —i 2' (TYP) 12'—
TYPICAL BEND POOL SECTION FOR LEFT BEND (LOOKING DOWNSTREAM)
SCALE AS SHOWN
APPLY TO STA 63+60 TO 63+90
STA 67+25 TO 67+75
STA 75+10 TO 75+40
STA 79+65 TO 80+05
PROPOSED
VEGETATION PER
PLANTING PLAN
ti�
VARIES
2'TO26'C
PROPOSED
VEGETATION PER
PLANTING PLAN
EROSION
CONTROL
MATTING ON
SLOPES (TYP)
PROPOSED TOP OF TERRACE
EDGE OF STREAM GRADING
MATCH EXISTING GRADE
E' TO II3' (TYP)
i
PROPOSED TOP OF TERRACE
EDGE OF STREAM GRADING
MATCH EXISTING GRADE
I VA
RIES
LC(Qi INSTALL I 6' TO 13' (TYP)
S•1' EROSION
CONTROL
MATTING ON
SLOPES (TYP)
VARIES
TO 26' (TYP) - I
• - Z
9
0 -
�s
�E
ego
z
rmq P5; f
Z
xLJ cn
w z
z O
C7 Q Luv
U Ln
LLI 0 U
(LL, a.
Z Q
U X
< W
�7 V) z u
D;

--- 26'
F
PLAN VIEW
26' ----sj
56
�S (ft)
. 10' f 6'- - 14' 6'---I-
-10'
20
IM C
16
HEADER
A/7
Q
d
OF
STRUCT
VARIES
Lu
ig
A
m�
O
L O0
S'`
-VARIES 1
�;'
2.5
�
7.5'
B Y
--NO GAPS I
YI
Z BETWEEN
ZI
i
mBOULDERS
m
O
piw
O
w
POOL TO BE
`EXCAVATED PER
PROFILE
-- �- _--
,ELEVATION POINT
PER
PROFILE (TYP)
VARIES 26' (TYP)
i
---26'
10'y VARIES
VARIES
I �
15' (TYP)
16' (TYP)
3
A
B�
B.
Lu
U
!
y
¢ •
Z
r . Z
-o
ZI
Z'
w
W I
F
w
- ¢
;r f m
¢.
m,
CII
w.
O1
W
f -
�.
0.
O
,�
e�"O
��
OI
Y
O
w
_ - �- r u-'
O.
Ula
I
'FO-
m'o.
LENGTH
OF RIFFLE,
SEE PLAN
PLAN VIEW
L .A,
*T
1 F
x Zi z'
m ml j ca
w w' w
O Oi O',
O b' Q
BOULDER CLUSTER
WHERE S' TOWN ON PLANS
ELEVATION POINT
PER PROFILE (TYP)
ALLUVIUM AND COARSE
-MATERIAL FILL FROM
EXISTING STREAM BED
B'
C.
v
tST ROCK
ED INTO BANK
DOTER ROCK
CLASS I STONE —
CLASS A i' f
STONE I
ON-SITE CHANNEL A ,
CROSS VANE
NTS
10' MIN
MLLU VIUI'I \ X-
�L-ON-SITE RIFFLE BED
TYPE 2 FILTER FABRIC MATERIAL OR ALLUVIUM,
(NON -WOVEN) I - AS SHOWN ON PLANS
I--6'MINIMUM­ I
BOULDER, 4'X3'X2' MIN.
STRUCTURE DIMENSIONS
26' ----sj
56
�S (ft)
. 10' f 6'- - 14' 6'---I-
-10'
20
IM C
16
HEADER
7.5
ROCK
LENGTH FLOW
OF
STRUCT
VARIES
inn iTve 1 ��;t�.i
L .A,
*T
1 F
x Zi z'
m ml j ca
w w' w
O Oi O',
O b' Q
BOULDER CLUSTER
WHERE S' TOWN ON PLANS
ELEVATION POINT
PER PROFILE (TYP)
ALLUVIUM AND COARSE
-MATERIAL FILL FROM
EXISTING STREAM BED
B'
C.
v
tST ROCK
ED INTO BANK
DOTER ROCK
CLASS I STONE —
CLASS A i' f
STONE I
ON-SITE CHANNEL A ,
CROSS VANE
NTS
10' MIN
MLLU VIUI'I \ X-
�L-ON-SITE RIFFLE BED
TYPE 2 FILTER FABRIC MATERIAL OR ALLUVIUM,
(NON -WOVEN) I - AS SHOWN ON PLANS
I--6'MINIMUM­ I
BOULDER, 4'X3'X2' MIN.
STRUCTURE DIMENSIONS
L 1 (ft)
56
�S (ft)
6 TO 8
(deg)
20
(ft) +
16
G J%
7.5
HEAD OF
RIFFLE
FILTER FABRIC-,
6' MINIMUM -4—-I
12" NOMINAL THICKNESS
-EQUAL PARTS CLASS
A, B, AND I STONE
BURY BOULDER 3"
BELOW STONE
PROFILE A -A'
CLASS I STONE
CLASS A— ,
STONE
ON-SITE CHANNEL_ A
MATERIALS
TYPE 2 FILTER FABRIC_
(NON -WOVEN)
CHANNEL BED TOP OF BANK _HEADER
g ROCK SLOPE SILL ROCKS TO
/ B 3(4 OF BANKFULL HEIGHT
FLOW
STREAM BED
ELEVATION FOOTER STYPE 2 FILTER
CLASS A STONE ROCK FABRIC (NON -WOVEN)
CLASS I STONE
7
PROFILE VIEW B -B'
CROSS VANE STRUCTURE NOTES
1. BOULDERS MUST BE AT LEAST 4'X Y X 2'.
2. FILTER FABRIC SHALL BE INSTALLED FROM THE I MIDDLE OF THE HEADER. ROCKS AND
EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, AND THEN UPSTREAM
FOR A MINIMUM OF SIX FEET.
3. A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER ROCKS. FILL SHALL BE PLACED
ON THE UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK.
4. STARTING AT BANKFULL, FOOTER ROCKS SHALL BE PLACED FIRST AND THEN HEADER (TOP) ROCKS.
5. STRUCTURE SHALL BE CONSTRUCTED FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER MAY BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT, PER ENGINEER'S DIRECTION.
7. CLASS I RIP RAP SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS. CLASS A RIP RAP
SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE OF STONE CLASS 1.
8. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL BE FILLED WITH
ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. —
�2 , CONSTRUCTED RIFFLE
~C5 13 3i NTS
-TOP OF OF
BENCH TERRACE BACK r
TOP OF
B' -BANK TOE OF
1 'a -BANK
I
/-TAIL OF
RIFFLE 1
EROSION
CONTROL
- MATTING /
CENTER BOULDER SHALL BE PLACED -
2" TO 4" BELOW ADJACENT BOULDERS
PLACE 3" STONE MIXTURE OVER BOULDER
SILL TO ACHIEVE THALWEG ELEVATION SECTION B' -B
3 , DOUBLE WING DEFLECTOR
NTS
TOP OF TERRACE
B'
I' — --3' MIN--+ i CHANNEL BED
A'
--ON-SITE COBBLE
6' MINIMUM --BOULDER, 4'X3'X2' MIN.
STRUCTURE DIMENSIONS
L (ft) VARIES PER PLAN, 30' TYP
S- (ft) 6 TO 8
F (deg) fi 20 _
PROPOSED BENCH
i
TOP OF BANK
TOE OF
-BANK
,110
NORMAL
BASEFLOVI
I
i
—36' -
SECTION B' -B
TOP OF
TERRACE
B
TOP OF ARM 'C' AND
ARM 'B' SITS 0.5'
ABOVE BASEFLOW
TOP OF TERRACE
B
ARM'B' BOULDER
-.ARM 'B' BOULDER
— CENTER BOULDER SHALL BE PLACED 2" TO 4" BELOW ADJACENT
BOULDERS. PLACE 3" STONE MIXTURE OVER BOULDER SILL TO
ACHIEVE THALWEG ELEVATION
SECTION C' -C
ROCK
FLOW _ G -
STREAM BED ELEVATION---
'-'—FOOTER
LEVATION '-'—FOOTER ROCK
ARM 'A' PROFILE VI=W
NOTE: NO SLOPE FOR ARMS B & C
B re a.
W
Q
Z
Lu
uj
Z
rn O
V Q
Lj
U
Lu _j
z Lu
UZQ °
O
ZZ
L.0 ' ML
LuU
� o ZQ
J o n w
z EQ
J �L c, u7
:2 Ln

a
I ggfLIVE STAKING
NTS
TOP OF
BANK-
2. TO T BETWEEN STAKES
-TOE OF BANK
�'
-- -- CROSS-SECTION VIEW- - TOP OF
TOP OF T TO 3'- - - - BANK
BANK- 7
t
'STAKES SHALL BE
T ,T O 3' PLANTED FROM TOP OF
-�' - BANK TO TOE OF BANK
TOE OF BANK �f C
PLAN VIEW
BUDS FACING
UPWARD
LIVE CUTTING �;J T TO 3'
MINIMUM 1/2" DIA-. �� LENGTH
NOTES
I . STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY.
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT USED FOR CONSTRUCTION.
ANGLE CUT 30 3. STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD.
TO 45 DEGREES 4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK.
�y S. STAKES SHALL BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHALL BE INSTALLED WITH 1/5 OF STAKE REMAINING ABOVE GROUND.
LIVE STAKE DETAIL 780% OF STAKE SHALL BE BELOW GROUND.
3 "'TEMPORARY ROCK CHECK DAMS
FLOW s7 STONE \C5.I4iNT5
l__'
B .j
PLAN VIEW
A
�t
SPILLWAY CREST,
- �- # 57 STONE
i
CLASS I RIPRAP / ------ �/ FLOW
-i
SECTION B -B
W (SPILLWAY)
MIN 2/3 STREAM WIDTH
3
��- CLASS I RIPRAP
WORK AREA
0//
20'
`L- INSTALL AND MAINTAIN
THREE CHECK DAMS
/ DOWNSTREAM OF
PROJECT
PLAN VIEW
CONTRACTOR TO
REMOVE
SEDIMENTS WHEN
ACCUMULATION
REACHES 12"
- TSS< 50 N.T.U.
4'
1
CLASS I RIPRAP
- 20'-x- 20'
i
- - _ SECTION A -A- -- e
5 TEMPORARY STREAM CROSSING
C5 I NTS
RIPRAP CLASS A
r " BERM ti BERM
'7
- " I 2
2
2"
FILTER FABRIC FOR -/
DRAINAGE UNDER RIPRAP
PROFILE VIEW
NOTES FOR ALL VANE STRUCTURES:
!. BOULDERS MUST BE AT LEAST 4'x Y x 2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE
HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM
FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM OF TEN FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT,
7. USE CLASS I STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND
CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS I STONE.
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
STRUCTUREWITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
HEADER ROCK.
4 \BARE ROOT PLANTING
I�� r ' , NTS
PROPOSED PLANTINGS (TYP)
D '
I2 -
CROSS-SECTION VIEW
W
PLAN VIEW
2'
MIN.
/- HEADER ROCK
- 3.75'
7 5, SLGPc
-- FOOTER ROCK
PROFILE VIEW
HEADER
2�',J HOOK VANE
ROCK
41
"C5.14 /'NTS
STREAMBEC
FLOW LEAVE 1'- 2'
I
GAPS
/
L (FT) W (FT) T (FT)ISTONE
20❑ TO 30
j
I S C A
FOOTER
F;.EVATION
EXISTING 18"
POINT
, \
3:4
A s�
LuI��
�A
it
POINT
BANKFULL
STAGE -\
<' s
GAPS_
NO
_j
C'
BETWEEN
BOULDERS
FLOW----,-
Y
z'
V^�\J;
m
STREAMBED ELEVATIONF
M . /
BACKFILL (ON-SITE ALLUVIUM -
OR NO. 57 STONE)
i
i
SCOUR
CLASS A STONE -'
/
POOL
CLASS 1 STONE -
Yom;
SCOUR POOL (EXCAVATED)
PER DIRECTION OF ENGINEER
-
PLAN VIEW
NOTES FOR ALL VANE STRUCTURES:
!. BOULDERS MUST BE AT LEAST 4'x Y x 2'.
2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE
HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM
FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM OF TEN FEET.
3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.
4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
5. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.
6. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT,
7. USE CLASS I STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND
CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS I STONE.
8. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE
STRUCTUREWITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE
HEADER ROCK.
4 \BARE ROOT PLANTING
I�� r ' , NTS
PROPOSED PLANTINGS (TYP)
D '
I2 -
CROSS-SECTION VIEW
W
PLAN VIEW
2'
MIN.
/- HEADER ROCK
- 3.75'
7 5, SLGPc
-- FOOTER ROCK
PROFILE VIEW
NOTES
1. BARE ROOT SHRUBS AND TREES SHALL BE PLANTED AT LOCATIONS
AS SHOWN ON THE PLANS.
2, SPACE SHALL BE ALLOWED BETWEEN PLANTINGS,
DEPENDING ON SIZE OF PLANTS, AS DETAILED ON PLANTING PLANS.
3. COMPACTED SOIL SHALL BE LOOSENED PRIOR TO PLANTING.
4. PLANTS SHALL BE PLACED IN HOLES DEEP AND WIDE ENOUGH TO
ALLOW THE ROOTS TO SPREAD OUT AND DOWN WITHOUT J -ROOTING
5. ROOTS SHALL BE KEPT MOIST BY MEANS OF WET CANVAS, BURLAP,
OR STRAW WHILE DISTRIBUTING OR WAITING TO PLANT.
6. PLANTS SHALL BE HEELED -IN TO MOIST SOIL OR SAWDUST IF NOT
PROMPTLY PLANTED UPON ARRIVAL AT PROJECT SITE.
TOP OF BANK
�6__"',STOR MVVATER OUTLET PROTECTION
\C 5 14j --
W
'I
HEADER
CLASS A STONE - .� I --
ROCK
41
STREAMBEC
\-- - LAYER OF FILTER FABRIC
SECTION B -B'
ONSITE CHANNEL +:--
MATERIAL
L (FT) W (FT) T (FT)ISTONE
3sav 4"
FILTER FABRIC", -
�2.0 1.0 1.5 CLASS A 1
I S C A
FOOTER
15.0 3.0 _SS
EXISTING 18"
-- ROCK
* 1'2 CLASS I STONE
- 6' MINIMUM---�
,EXISTING 36"
SECTION A - A
NOTES
1. BARE ROOT SHRUBS AND TREES SHALL BE PLANTED AT LOCATIONS
AS SHOWN ON THE PLANS.
2, SPACE SHALL BE ALLOWED BETWEEN PLANTINGS,
DEPENDING ON SIZE OF PLANTS, AS DETAILED ON PLANTING PLANS.
3. COMPACTED SOIL SHALL BE LOOSENED PRIOR TO PLANTING.
4. PLANTS SHALL BE PLACED IN HOLES DEEP AND WIDE ENOUGH TO
ALLOW THE ROOTS TO SPREAD OUT AND DOWN WITHOUT J -ROOTING
5. ROOTS SHALL BE KEPT MOIST BY MEANS OF WET CANVAS, BURLAP,
OR STRAW WHILE DISTRIBUTING OR WAITING TO PLANT.
6. PLANTS SHALL BE HEELED -IN TO MOIST SOIL OR SAWDUST IF NOT
PROMPTLY PLANTED UPON ARRIVAL AT PROJECT SITE.
TOP OF BANK
�6__"',STOR MVVATER OUTLET PROTECTION
\C 5 14j --
W
'I
RIPRAF --
I
- - _-, T
\-- - LAYER OF FILTER FABRIC
SECTION B -B'
D_
L (FT) W (FT) T (FT)ISTONE
EXISTING 4"
�2.0 1.0 1.5 CLASS A 1
I S C A
EXISTING 12"
15.0 3.0 _SS
EXISTING 18"
6.0 4.5 1.5 CLASS A
EXISTING 24"
! 10.0 6.0 2.0 CLASS B
,EXISTING 36"
112.0 9.0 2.0 CLASS B_
Q
w
ujz
\.1 Q
C J
LU o Ia-
VZz
a
OY_
Lu
U� W
��z U
W o Q
0
��0 Z
W ?; Lu
m

SILL ROCK
r L/11V vlrvv
M
\STEP OUTLET
EXISTING
BOX CULVE VARIES, SEES
DETAIL
SEE_ I 4'X3'X2' MIN
IL
HEADER
-
ROCK 2 � � � ROC-,�-�1
K
FLOW -
FOOTER ROCK
CLASS A STONE
PROFILE VIEW
ELEVATION POINT
F -SEE DETAIL
5.
SECTION A -A'
/_��STRUCTURE ELEVATION TABLE
\C5
1-1
A'
CREEK
CHANNEL
FILTER FABRIC
STATION
STRUCTURE
ELEVATION
STRUCTURE
61+15
7 CROSSVANE --
-
621 41
---6 ---
3+70
-- ----
j- HOOK
-
617.13 j
r---
-
66+10
-r------- _
J -HOOK
615.57 --
616.62
68+60
CONSTRUCTED RIFFLE
619.87 j
69+00
-
rt--- CROSSVANE
-
619.58
71+67
CONSTRUCTED RIFFLE
619.19
—7-4—+35
72+30
CROSSVANE
618.74 -�
CL �
/, %
i J -HOOK
615.57
75+55
_ CONSTRUCTED RIFFLE
1-1
A'
CREEK
CHANNEL
FILTER FABRIC
I�
STATION
STRUCTURE
ELEVATION
76+15
_ CROSSVANE
617.71
78+00 CONSTRUCTED RIFFLE 617,53
78+50 CONSTRUCTED RIFFLE 617.15--
�- 79+25 �— J -HOOK ! 616.27
81+10fi
DOUBLE WING
616.69
81+25
DOUBLE WING
616.62
�2 STEP OUTLET GRADING
�5.I5
10 0 10 20
7_1-_
_is —1m--
SCALE (FT)
Q
w
Lu
e� O_
V <
a
iJ J
Lu ELILu Q
C
Z z w
a �
u Q -
�U0- �
W 5w
M z U
Luc Z �c
V)Z
LJJ Q iu
F� Z uLLJ
E
d
I�
o -,a
ti 3
Ln
..c
y
v �
�
C9
=u
Lu
Lu
rll
CL �
/, %
i
i'
�2 STEP OUTLET GRADING
�5.I5
10 0 10 20
7_1-_
_is —1m--
SCALE (FT)
Q
w
Lu
e� O_
V <
a
iJ J
Lu ELILu Q
C
Z z w
a �
u Q -
�U0- �
W 5w
M z U
Luc Z �c
V)Z
LJJ Q iu
F� Z uLLJ
E
d
I�
o -,a
ti 3
Ln
..c
y
�
3
Fris
=u

60+00
m
Lim
WN
0
z
O
z
U
v
_z
:E0
J
W
ry
El—
63+00
I
01
636
> rW
<,=.moo
- I
<L
\
li
I�
I :
I
632
I
—._-_
- - --._.
N
- _..—___.-_ - --__ e3E
536 �,•_-- __ _.-_.-..-_-_--, ___ _—__.- __ __. - _... - -._.
1
LU
'
j
•-_--
I \
I
/
1
LU
f!
-
_I
814 ,. _-..-
_ ___- _._ _ _.. I _.
-_— ,I
j- _ —
I —. 621
LU
/
639
672
63 2
W
632-_— _--_..- _-__.
_t __ - 628
\
IU
pY
I
,
I
-- _____.'...__-..._-'_. _..-__ __..
Is
-
.'! __-
_— _
— 620
620 _ --__'-
.100
-80 .60 -40 .20
0
30 40
60 Bo X00
m
Lim
WN
0
z
O
z
U
v
_z
:E0
J
W
ry
El—
63+00
I
01
> rW
<,=.moo
- I
<L
\
li
I�
-'
\I,
- 636
—._-_
- - --._.
li
632
- _..—___.-_ - --__ e3E
536 �,•_-- __ _.-_.-..-_-_--, ___ _—__.- __ __. - _... - -._.
1
LU
632 -_.
I
l
•-_--
I \
/
1
LU
-
LU
\_ ___..
639
672
63 2
W
632-_— _--_..- _-__.
_t __ - 628
\
IU
pY
I
-- _--.
<
I 1 I
I\
I,.
i
I
_ - _
�,`� - _ -
629 -__.. —__ -- ..._ _ __. -- _. - I__.. -_...- 539
0
628 ',_ r-_- •'., - -.\1�- __ _- :_-- '!-��. G_9 624 '_ _ .___{ .__, _.. _--. _.. _.... __. _ __.. _._
_- _ _-, 621,
(�
II
LU
I
J
II
I
W
O
J
w
v)
I .._ -----_ 624 7_-
524 630
620
E24 634
!. iL .-..
I
'
/ I
I,I
1
I
--10-- --6-4--
\ � I
620
-.<o
rv'—
-._-_ _ -0' L 0 " <__ `---._
_ -20-.-.. 4 —_-_. '.. _.. I'.... _
g0
620100 -20
_ .. __-_._-_-_. _._-_ ..._- _-___... 616
620
Go—___. .80. _60--
la o� 20— C BO IOG
d
.90 -6040 0 60 100 . 40 0 0
100 90 60
20 40 60 9 0 00
8
z
0 20 40 2 0 2 4
I
HORIZONTAL SCALE (FT) VERTICAL SCALE (FT)
�w�<
01
> rW
<,=.moo
�ZZyrp
<L
�w�<

a
65+50
z
W
W Z
V �
LLJ
U
W
W
Z z
uoy
_ry
U�
Qw�
N z
LU
o
� 0
W p7'm"'
O
Z Y u
J �L N
Z
a
8
„ m
5
uU
'

69+00
70+85
616
.100
80 60
N
69+35
71+67
20 0 20 40 2 0 2 4
!HORIZONTAL SCALE (FT) VERTICAL SCALE (FT)
0
>
K
S
fi
L
00
�
Z}
�
J?s
'z
j,
sU .L
S

72+60
636
20 - ----
0 20 40 60 BO 100
74+75
EE
tl
.—
I
O
z
E'
i
I
`
a c
632
II
U
—/
i
'.'
l i
i
628
- -I -
-'
678
I I
II
624 �. - -.__. '—_: — _.. _.-
624
I
620-- - -,
I
616 __..
6!-____—
100 40 20 0 70
4C
60
i
616
EO 00
I
20 0 20 40 2 0 2 4
�i I� ®1 l
HORIZONTAL SCALE (FT) VERTICAL SCALE (FT)
W
W
<
Q
LLIU
W
W
zz
Q
U
O Y
r , d
QLui
!� V H
V z
!JJ
LLLJ L
J ® m `n
�-- U w O
~ZY v
J �CLLJ N
EE
tl
Z
O
z
E'
`
a c
U

75+55
77+30
76+15
78+00
76+50
640 .-__
r
_- _-.
___--__
_--_._-_
_____.__.__--- -
--__--
___..._
64C
636 ---____
___- -__.
.___.._
-. --
_._.--.
-__.----__..
_--__
/-._.
_'___.-_"1
632
._
_-.
<_.
___. "-._.
_"-_
_ ___--_---_
bit
j
\
I
638
628
634
624
I
l
�!
620 _...---
_
•-__-_.._
-.__
11--_
i._- / - --_-_
__
..._...
-- 620
j
I
I
I
I
--r
T--
I-
616._-__
616
_ _ __.._-
---��I-
--___._
__.. __-_
-11
�_._.-_:
--__.
-._._
_.
-__
616
612100
II
.,
1
612
8 0 .60
.40
-20
V'°
0 40
60
80
100
632
If
624
1
r
BE
616
78+50
-100 .80 -60
210�0�� 20 40 2_ 0 2 4
LI'' 1 1 11i 1
HORIZONTAL SCALE (FT) VERTICAL SCALE (FT)
Q
Z
LU
li _Z
V <
ry
v C)
C)
W �
U Q
0 Z z
U
ryY
<
Q U
Lu
Z
Z
D W Z
1Ul
U
LU Z
z Y O
_ U
W LU
O
1
< _Lri
ur

LEGEND
EXISTING UNDERGROUND EIECFRC
EXISTINGGASMAIN
EXISTING OVERHEAD ELECTRIC
LXS7NlSAN!TARYSFWER
FX!S1lNGCABLE UI1iE
ETINCSTORM CRAINAGI
-
EXIT NGSTORMTOKREMOVED
11111Y:61uNCTYi[l
EXISTING SIOEIALK TOI$EREMOVED
EXISTING CULVERT -0 BE REMOVED
EX -STING STORM STRICTURE 711 BE REMOVED
EXIST NC POWER POLE TO BE
REMOVED BY DUKE POWER
A,
REMOVED, TYP.
f
KINGS_L)KlVt
EX. TREE TO BE
REMOVED, TYP
ol
1" it'll
it
Ij
EX. TREE TO BE
t
ml: S;
REMOVED, TYR
I
Jill
11 IMP
FEMA FLOODWAY
ENCROACHMENT LINE
EX SIDEWALK TO BE
0�1101 20, 4
0
z
LLJ
ui
z
c
Lu <
LLJ FI�I
1p� z
U 0 92
ce
U Of
Lu
r 3 V)
UJ Z
> -0
co
FL
u.i c
V) t!
0
0
Z VE
ZI ;7/ 0
c-4
REMOVED, TYP.
KINGS_L)KlVt
R/W
COMMUNITY ENCROACHMENT-/
LINE
0�1101 20, 4
0
z
LLJ
ui
z
c
Lu <
LLJ FI�I
1p� z
U 0 92
ce
U Of
Lu
r 3 V)
UJ Z
> -0
co
FL
u.i c
V) t!
0
0
Z VE
ZI ;7/ 0
c-4

EXIST. 5' CONTOURS - ---' --- -------------------------"--
— .�KNG
EROSION CONTROL NOTES:
EROSION CONTROL LEGEND C
ALL EROSION CO TROL MEASURES SHALL BE IN ACCORDANCE WI -Y. THE'.:..
-X,.T.NG SANITARY S-WER: u1NNOLE EROS ON ANDSEC�MEN` CONTROL PLANNING AND DESIGN MANUAL
'.. ON 1'E BUR IAL F TS REQU: RE AN ON-SITE DEMOLITION LANDELL PERMIT%Rent I
EXIST, G'VfOUILS EX STI VG 'A -ER VALVE 'ROM THE ZONING AOMIN.STRA.OR.
3. ANY GRADING BE OND THE DENUDED LIMITS SHOWN ON 'HE PLAIN S A VIOLPT.ON
, .. DENUDED
E LM;TS RUCTION; AND . SUB,ECT IO A IN
T
ry
ca
ry
I
a
� � ' ' - - I ' .J- OVERHEAD ELECTRIC Z �
DENUDED MATS 4. GRAD. JG MORE ^IAN ONE ACRE WITHOUT AN APPROVED E0.0SION CONTROL � ry
TEMPORAk-S LT =ENCE - - - - PLAN SA VIOLAi pN AND SUBJECT TOAPNE
.(S. NG �iq EY L,NE . STAB 'ZAT!ON IS HE BEST FORM OF EROSION CONTROL. TEMPOKAT SEEO,N S
ECEr ..,
_ LSFEC ARY TOO NIEVE EROSION IFILALYRCON?ROL ONLARGE DENUDED CONSTRUCTION A:VD
i
TEMP. CONSTRUCTIOV E V _.AN.TAR'f SEWER ESPEG,ALLi WHE->FECIFICALLY REQUIREDNPARTGFT4E CONS RCTICN 1
EN`RANCFi"EXI' SEQUENCE SHOWN ON THE PLAN.
L TEV
(, LL t ORM DRAINAGE 5. SLOPES HABE ED NO STEEPER THAN l:I..ILL SLOPES GREA E HA U'
j
ROCK C -Ell DAM N6 GA., LINE I. APPROVAL Of TH 5 PJ.N IS NOT AN AJ-HORIZA ION TO GRADE A JAC.I
FROPE0. IES. WHEN IELD CONCIT.ONS WARRANT OFF -51 GRADING,RF
- VG UNDERGROUND CABLE MUST BE OBTAINED FROM THEA FEC?ED PROPERTY OWNER t
S. ALL S - ES MUST BE SEE ED AND MULCHED WITHIN 15 WORKING 4 - OR
GALE NDAR DAYS WHICHEVER 15 SNORTER. ALL O -HER AREAS IS WORK NG DA'S OR -
NG
Z {
! SILT FENCEE VOCALPNDAR DAISWHICHEWR S SHORTER. MIER?0 EROSION COI IOL Mrva
INLET P20TEC i�Gh'
i
'XIS -4 LA'CH BASIN ORD NFV FOR ADDITIONAL REQUIREMENTS.I {
USI'. PUL
9. ALL EROSION LII RO DEVICES FOR HAM IMAL RADE CONS RUC O11 ,HALL - > 5
- -- ----� REMA ! UN L 51 HAS BEEN BROUGHT TO FINlLL GRADE ANC PERMANENTLY fff--���777 SS
57ARIL ED.
DENUDED ACREAGE; 1.4b AC 'v^^. ADDI D4AL MEASJ;.ES TO CONTROL EROSION AND SEDIMENT MA. BE REQIJiRED i -' ---- -- -
B TH A7 -ONS REFERENCE
SOIL TYPE$: ALL MUT V .ONS ARE THE GENERAL
TOTHE SURVEYORS TOGR UN VHICH.
CECIL -URBAN ANL` COMPLEX - 2 TO $ PERCENT SLOPES MUST ..E VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
L
BREAK
Ury URBAN LAND I2. AL E OS ON CLN f OL FROM TOP OF TERRACE TO TOP OF TERRA EIS DES'�GNFD B�
BUCK M1 I VE'RN_, AND SHOULD BE INSTALLED PFA CHAP(ER5 OF HESE PLANS.
:3.REFEP OSHEET C6.IOFOR CONSEPUCTIONSEQUENCE // I 0
Q
C `
_ I
I
i
4,n
�3
"INSTREAM ROCK -GREG ;_ _- �___.. / l� _- - KENI .
v _- - r
K "I' _ 1�w'ORTH AVENUE u 6
SEE CHAP 5 dY -.. '-�-� , -�
' - BUCKENGIN ENGINEER _.
-! E - __.
si
_ -
�c- '�-
�r
a.
r /- - - -
.: DOUBLE ROW HILI ^- -. ----------
19
%
r - -FENCE,- �__
�
-
AZA�C SILT TYP. _. -- I
-
O.RANGF CONSTRUCTION
_FENCE
i
_ A SILT FENCE INLET—'
`ROCK CHECK DAM AT -
iPROTECTION. TYP
W T. TP.
-
_
i —
I
- ! - -
$ITOCKPILEI � AridG
AREA _
KINGS,DRi.+lE
\_..
�, CATCH . S�-_.__. ___ ��-"_. �. ,....�. • �" __- _- - _. ..__.._ __ _. ,-: -. J _ '- �- -_ 1'�__
TEMPORARY
� CONSTRUCTION
�NCEE
_�NT
SILT FENCE INLET
PRO - 7
BASIN INLET
DRIVI
<NDENULiLIMITS. TYPSILT FENCE, TYP.
PROTECTION, CMLDS 30.15, TYP_
vy>
I
-- _
� -
y ---- -- - --- - Lu
uj
-- -- A �rtiro z
\�z w
�. %

'KCISION CONTROL LED — - -- -- -- -
- — -----GEN--- -- LEGEND - ----- --- —
_
- -- - - !X!5'.5 CONTOt;HS
FX' T NG SANITARY SEWER MANHOLE
CYST CONTOURS \\
I EXISTJA ER VALVE
SSSS ....... LIMITS OF COP'S*HUC'ION. \\
EX�..N OVERHEAD ELECTRIC - -�
DENUDED LMI'S I
-�-0 - ❑ TEMPO RAR, S'.r FENCE -
SSSS. EXISNNG VIATER UNE
j--�- I TEMP. CCNSTRUCION - - - - EXI Y NTARY cEW'ER \-
.iZ E'JTRAVCUEXI'
- [XIS STORM _ R INAGIF
ROCK CItiE(JC DAN
E_S7tNG GAS L. NE
i
_ eXi'
\\
SILT FENCE NLEi PROTECT QV i Nom -;MLI
I PRE
TXNT F,G r-..TCIi BASIN \ D
\\
ALL EROSION
CONTROL NOTES• -. ,'.••. •.,, \ ' z
EROSI _
ON CONTROL MEASURES shA,' dE' ACCORDANCE VIN
ANC E MENT CC,
PLA
NN N gryD DESIGN MA t A,
2. QN.SI-'E BUR' L P S REQUIRE AN ON-SITE DEriOLITION LAND Li- "ERM,- `RC., / \`, • '. FROM THE O F ADMINISTRATOR_HE.4 - \ _
I.AYY GRADING BEY.,IVD iH DENUCfD L'M,TS SHOWN ON'E PLA'. LAi'OJ
\ \ Q I d
AND IS SUBJECT TO A FINE
GRADING MORE HANONE SSJACRE HOU AN APPROV 0.0S,CN ROL U
/ '
R
PLAN SAVIOLA T ON HCVD 65JBIE tTQA IJE
5 PBI'SA ON C NE LESToSjo O. EROSIGNCONTROL, iEM"O.AR. SE :: G
/l u
EfESSARY O ACHIEVE EROSION CONTROL ON LARGE DENU E PPFAS
ES C,ALI WHEN SP-C'FCALLY LQU.REDAS ART.. - THE CCNS � \
\\\
SEQ
N
UENCESHOWEL ON EPLAN.
TIF A, \ H
6 SCOPES SHAT BE GRADED VO STEEPER THAN Z L "ORES GREATER�,FN
REOJREADEQUATE ERRACIN
7 AIIPROPERTIES.
FI.'LANE C.N ANA ?HARFANT .! TO GRADE PU 5-'c^:T •_� \ —�—
USTBEIESWHEN -LD CHE AFi`CTEWARREN. OE. E GRAD NG PR"ISSIOIN \
MUS7BEES UST BE FROM THED ULEDPRO ERTYOWNEB.
B AL ELOPER MUS BE SEEDEDAND MULCHED W H N 13 WORKING DAYS OR SC
CALENDAR Dp S WHICHE r \,
ER SsyoRTER ALL r YAREPu vo4tING DqY, OR DENUDED LIMITS, TYP-
90 PLENDAR DAYS WFCMEJ R SSHORTEh REFER TO EROSION CONTROL \
LLDINANCEF RADDITONAL REQUIREMEN'S
9 AL ROSIOP CONTROL DEVICES FOR DAM IMPROVE El
\ I
MAIL UNTIL ISE HAS OhSEkMAN.N
BEEN DAM, NAVE ADE AND PE. MAN N
0, ADIJTjCNAL MEASURES
CONTR
L EROSION ANID
MIST SEERVERIFIEDBONTR O INSPECT.
TIE SURVEYORSfBEN NMA'tK W i ^H. BRED - -- --- ---- -- --- -- --- -- _� j
MAY BE cQU
6 THF ERO NS CJV ROFERNCE0 ..�/
tr�� mow`
- GENERAL CON -RECTOR PRIOR TO GROUND
BREAKING. -_ -
f
IZ. ALL EROSION CONTROL FROM TCP O�TERRACF •O_OPC� ERPACESDESGNED'yv
BUCK
INIIIC6. AND CONSTRSHClUDUCT
C INS 4 LEU PER CI-ATER 5 O' `MESE
IS.RIPER ?D SHEET C6.i0 FOR CONSTr',UCT.ON SEQUcNCE. - _ -
i, _
DENUDED ACREAGE 11.46 AC
/ -
SOIL TYPES: - -
- -
Cu&CECIL
URBAN
BANAND LAND COMPLEX - 3 TO 9 PERCENT SLOPES
Ur URBAN LAND
--
re
- r
\
_ _ x
a ..
Z,
i
)Y) -!NSTREAM ROCK CHECK DAM. SEE
r .^• - _ CHAR S By BOCK ENGINEERING
c��' \ w
DOJEIE ROW
HA�
-
ZARD SILT FENCE,
) YP.
j
I
/
- _-
�� • j / i
—SILT FENCE, TYPED.
\
FEMA FLOODWAY�/
I ENCROACHMENT LINE
c
' _ ,,. J .. �.. _. .........S,SSS.Svc - _. .•, -
\ 1 _
— — ...,,.
.-
,.. _. �--'�.. _ , _ •.. ........ ._ DENUDED LIMITS TYP
\
I
CATCH BASIN INLET -
ICINGS DIVE
- -"- - PROTECTION, CMLDS
COMMUNITY ENCROACHMENT-
_ -�
.. ._ / LINE
R /
.y b
_ -. - -- W ------------
i
E
W
W
z
Lu
W� Lof
L
cjS U
Z�
��u Z _m
(� U y o
V Ln } rQ'
Z LU Z V
tJ; , O c
U
`W Q s Q
1 � z l.Ll
w
U sj
_ R,
I•
i
\ � �Gt
follow;
IWM
- ------------ -- - - — i - U i

E
§31
Z
W
LLj
L
O
LLJ
Li
y
Uz
Q z
Y
Q N
OIS—
L, u
e
LL: Z U
cs�
LLj (] '� a
J cc LLI
z
L
F
C Z
}� N
<'-J-
�J U
"""-----MUST
BE OBTAINED FROM THE AFFECTED PRO PERT'OWNER.
B. ALL E_OPEL MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 30
ILII
"ia
�'
�;
I
-
-- - - -
EXISTING SANTARY SLIVERTEMP.
CALENDAR DAIS. WHICHEVER IS SHORTER. ALL OTHER AREAS 15 WORKING DAYS OR
TQ?�
CONSTRUCTION
ENTRANCFSIEK T
Ek". .ING STORM DRA.NAGF
90 CALENDAR DAYS WI-ICHEVER IS SHORTER. REFER TO EROSION CONTROL-
\
OR VANCE F04 ADDITIONAL REQUIREMENTS.
9. ALL CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
t
�I, 4iWR
ROCK CHECK DAM
E%IS NC GAS LINE
EROSION
�'. REMAIN UNTIL YTE HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
- - - -
X,NG JI cRGRCJNDCABLE
'
A LED.
ROS'ON ANO SEDIMENT MAY BE REQJIRED
10ADDITIONAL SURESTCONTEROS ON
O OL- INSPECT R.
BY HE EN CONTROL
A
SGF
^F
EXISTING UTILITY POLE
11. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH
DENUDED ACREAGE: 1 i.46 ,AC
`i
S'. LT FENCE 1 NUE r PRO-ECTON
EX. ST NC CA�CH RASIN
MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIORTO GROUND
BREAKING.
-
,.
13. ALL EROSION CONTROL FROM TOP O= TERRACE TO TOP OF TERRACE IS DESIGNED BY
SOILTYPES:
IB' D'
R ��
�J
_ —
LA
BUCK NGINFc ING AND SHOULD BE INSTALLED PER CHAPTER 5 01` THESE PNS.
I_REFER 'O SHEET 66.10 FOR CONSTRUCT ON SEQUENCE.
CBC,13- CEC!L RBA.i4 LANDCOMPLEX - i T O B PERCENT SLOPES
Ur- URBAN :AND
Z
W
LLj
L
O
LLJ
Li
y
Uz
Q z
Y
Q N
OIS—
L, u
e
LL: Z U
cs�
LLj (] '� a
J cc LLI
z
L
F
C Z
}� N
<'-J-
�J U

Q
�
EXIST. I' CON'OURS !
FXSTNG VJgTER VALVE
d.SHALL BE GRADED NO STEEPEi THAN i:l. FILL SLOPES GREATER THAN IG'
LIMITS OF CONST -ION;
! REQUISLOPES RE ADEQUATE TE�RACNG.
Z _
DENUDED L: NITS -
- - EXST',NG OVERHEAD ELECTRIC
'i, ). APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADACENT
_
Z
PROPERTIES. WHEN MELD COND:T',ONS WARRANTCFF-51"E GRADING, PERMISSION
w
(i
--
i}{,—.�,
TEMPORARY SILT FENCE
EXISTIKG WATER LINE
'I, MUST BE OBTA',NED FROM THE AFFECTED PROPERTY OWNER.
- U
-
8. ALL SLOPES MUST BE SFEDED AND MULCHED WITHIN 15 WORK NG DAYS OR 30
1'
_ -
EXISTING SANITARY SEWER
CALENDAR DAYS, WHICHEVER IS SHOYTEft. ALL OTHER AREAS IS WORKING DAYS OR
r*
EMP. CONSTRUCTION
'cNTRANCF/EX1T
90CALENDAR DAYS WHICHEVER 15 SFCRTER. REFER TO EROSION CONTROL
«� 4Y
--
EXi-1NG 5'CRT1 JPAiNAE
CRDiNANCE FOR ADD!T!ONA nEQUIF.FMEN'S.
9. ALL ON ROL DE�,CES R CAM IMPROVEMENT AIL
UNTIL
U
!!l WWWrmmv�
ROCK CHECK DAM --
- - EXISTNC GAS LINE
REMAND SCETHAS BEEN BROUOGHT-0 FINAL GRADER �FERM�NENTLYN
STABILIZED
C. ADDITIONAL MEASURES -0 CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
EXIST NG "N RGROJND CABLE
BY THE EROSION EC-G
I. ALL ELEVA ONS RE iry0. EREFERENCE THE SURVEYORS BENCHMARK WHICH
N
[_
SiL-FEiJCE INLET PROTECT OIJ
'.
EXISTING J ILITY POLE
MUST BE VER F ED BY THE GENERAL CONTRACTOR PR OR TO GROUND
I
BREAKING
.: EX SING CATCH BASIN
12. ALL EROSION C�­;N-RGL `.RCM - OF JF TERSACE TO -OP OF TERRACE S DESIGNED S-
-
BUCK ENGINEERING AND SHOJLD BE.NS'ALLED PER CHAPTER 5 OF THESE PLANS.
---_---- -- _-
'- -� '----------
--- -------- --___
._ 13. REFER TO SHEET C6 10 KJR CONSTRJ ION SEQUENCE,
17
10' 0' 1 20' 40'' 1
Q
Z
W
Lu
V
W
L
UzC
O
Lu C
[ V) >
Lu
l
W Q c_
J -
V
`Z''
J Y 2
Z
O
F
F<
rr -^
Z ti 6
�C NU,

FEMA FLOOD FRINGE LINE
FUTURE CONDITIONS
FLOOD FRINGE LINE
EROSION CONTROL LEGEND
LEGEND
I,I - --
E%IST S'GCNTOUFS II I.
EXISTNG SAIJITARY SEWEfi MANHOLE
�'
Fk IST I' CONTOUR I
-:-: _T;F•IG WP.'ER. V.�VE
..
OF CQNS T RUCTIOTL
-. - - -.. EY.iS":NG OV . HEAD ELECTR C
DEN; ,i ILD LINT5
TEMPORARY S IT FENCF ', I
� EXIS FTI G WAFER L'NF
�—
IMP ZT11TI-CTION
EXISTING S 2 RJI AGE
-
ROCK CHECK DAMS
;X;STIIJG CFl LINE
EXISTING UN.—HO CABLE
XIST INGIT 'Q.
SILT FENCE, NLE- PP.OTECTION
j
�Ii I
EFIS'1I NG CATC1 i BASIN
EROSION CONTROL NOTES:
I. ALL EROSION CONTROL MEASURES SHAH BE IN ACCORDANCE WITH 111F'v.C.
EROSION ANOSEDIMENT CONTROL PLANNING AND DESIGN NIANUAI_
2. ON-SITE B,jRIAL P TS REQUIRE AN O.N-SITE DEMOLITION LANDFILL PFRM T `ROM
FP.OM THF ZONING ADMINISTRATOR,
E. ANY GP.AD'. NG BEYONC THE DENUDED L!M:-S S14OWN ON THE PLA;J IE A VOLT !ON
AND IS SJBJECT TO A FINE.
4. GRA :>i NG MORE 1:HA!v ONE ACRE W �THOJT AN .APPROJED EROS ON CONTROL
PLA'J IS A VIOLATION AND IS SUBJECT TO A FINE
-. STABII LA'10V IS `HF BEST FORM OF EROSION COJTROIL, -EMPO3ARY SEE'vING IS
NECESSARY TO ACHIEVE EROSION CONTROL OV ARGE DEN'JDEO AREA, AND
ESPEC'.A, LY WHEN SPLCI FICALLY REQUIRED AS PART OF THE CONSTRJC'ION
SEQUELA: E SHOWN ON , HE PLAIN.
6. SLOPES SHAM BF GRADED NOS EIIERTHAN Z:I. FILL SLOPES GRATER T HAN 1 O'
REOU'RE ADEQJA-E TERRACING.
]. APPRCVAI- OF T ,S PLANS NOT AN AUTHORZA-ION TO GRADE YD,ACENT
PROPERT.TS, VJHEN FIELD CONDITIONS IARRAN- OFF -S!' . -E GRADING, PER.M.$SION
MUST BE OBTAINED FROF^. THE AFFECTED PROPERTY OW NER
8. ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN I5 WORKING DAYS OR 10
CALENDAR DAYS, WHICHEVER IS SHORTER ALL O'HER AREAS IS VeOF :ING DAYS OR
90 CALENCAR OAFS `.YH',CHEVER IS SHORTER REFER TO EROSION CONTROL
ORDNANCE FOR ADDITIONAL REQUtREMENTE.
9. ALL EROSION CC NTROL DEVICFS FOR DAM IMPRO`JEMENT CONSTRUCION SHA D
REMARK J^1T.I S'TE F..A$ BEEN BROUGHT TO F NAL GRADE AND PERMANENT
STABILIZED,
10. AOM .T'O!NAL MEASURES TO CONTROL -EROSION AND SEDIMEVT MAY SC: REQUIRED
BY TNF PROSIO.N CONTROL INSPECTOR,
I I. ALL ELEVATIONS ARE IN REFERENCE TO THE SJRVEYORS BENCHMARK WHICH
M 1S7 BE VE4 IED B" THE GENERAL CONTRACTOR PR OR O GRWND
B E K.:^!G
IZ ALL tiOSION_ONTROL FROM TOP OF TERRACE TO -OPO FRACE 15 DESIGNEDBY
BLOCK ENGINEERNGAND SHOULD BE INSTALLED HER CHAF-E0. CF THESE PLANS.
I..'. REFER TO SHEET CE10 FOR CONSTRUCTION SEQJENCE.
DENUDED ACREAGE: 11.46 AC
SOIL TYPES'
CUB- CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES
UT- URBAN LAND
o' 61 for 20' 40'
r
Z
Lu
Lu.
z
Lij Q
W U
Z
UQ�
c✓ �:
W< o
N y C
Lu u
(A 21
U 0
W o o
Z -
Z J s
Y_ CL
Z
O
L�
z<s<
Z } F /moi

I~- - EROSION CONTROL LEGEND ! LEGEND ex>,INGSANITARY SEWER MANHOLE EROSION 4CONQ RoO�LONOTEASURES SHALLBS eeoRDANCEwITHTHEN.e I
-- - -' - ----- EXIST. S'CONTO'JRS ALL EROSION
L PITS
NA
_ pLANN..NG AND DESIGN MANUAL,
UIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM
XIS`,'CON I OURSj tS'^1G WATER VALDE FROM-HEZONINGADMINISTRA-OR. { j
AN GRADING BE OND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLA -ION `J
--PROP, 10 CONTOURS XST'. NC OVERHEAD ELECTRIC
AND IS SUBJECT ;:AFINE. Ii
GRADING MORE 1ILAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
- - --
PRO', 2CONTOURS _ PLAN 1- A VIO.AT JN AND IS SUB ECT TO A FINEZ
.
E TING VVA'ER LINE J I ry
i. STABIL RATION E BES? FORM OF EROSION CONTROL TEMPORARY SEEDING IS
• - , LM 5 OF CONSTRUCTION: NECESSARY TOACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND { n m
j
DENUDED LIMITS --- - - EXI5TIN= 1'J AR'!SEWEH ESPECI
SA LY WHEN SPECIFICALLY REQUIRED AS PART OFTH.E CONSTRUCTION Un
EMPCRAR" SILT FENCE SEQUENCE SHON J ON THE PLAN. { -n
EK S HUG S ORM DRAINAGE & SLOPES SHALL BE GRADED NO STEEPER THAN 2:1, FILL SLOPES GREATER THAN 10' C
REQUIRE ADEQUA E TERRACING. E
ENP CONSTRUCTION EXISTING GAS L,NE ]. APPROVALTHIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT F Y
eNTRAYCE tXIT EX,S'jH-U :LTYPO_E MUST BE OB AINEJ FROM HHEA AFFECTED
WDOFFSITE GRADING, PERMISSION
1. PROPERTIES WHEN FIELD C IONS WARRANT
IST
EX ' NG LND GRCUND CABLE FFECTED PROPERTY OWNER.
G 6. ALL SLOPES MU,T E SEEDED AND 'THIN 15 WORKING DAYS OR 30 { — V Z $ 3
ROCk, CHECK JAM CALENCAR DAYS NH CHEVER IS iHER AREAS IS WORKING DAYS OR
90 CALENDAR DAIS WHICHEVER 15 SHORTER. REFER TO EROSION CONTROL
, Cj
Z
EXISTING CATCH BASIN 1 ORDINANCE Oft DDTCNAL REQUIREMENTS.
SIL: FE,VCE INLEI'✓ROTECTDiv t
ALL EROSION CO TROL DEVICES FOR CAM IMPROVEMENT CONSTRUCTION SHALL
N'SITS
{ ry z
tJ REMA'UNTL SI S HAS BEEN BROUGHTTD FINALGRADEAND PERMANENTLY SSS���� S
S ABIL1750 _ --- -
- "---'-----'--� '--------------------"- 0 ADDITIONAL M&&RUBES-O CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
DENUDED ACREAGE { ---
BY THE EROSION:.ONTRDL INSPECTOR./!
I,q$ AC ALL ELEVATIONS :RE IN REFERENCE TO THE SURVEYORS BENCHMARK. WHICH ,
MUST BE VER' IED 8Y THE GENERAL CDNTRAC-OR PRIOR TO GROUND
SL TYPES: BREAKING
OI
Ct;6- CECIL-URBP.N LAND COMPLEX -2 TOBPERCENT . SLOPE$ .2 ALL EROSONCCN 'ROL FROM TOP OF TERRACE TO TOPOF TERRACE IS DESIGNED BY
Ur. URBAN LAND BJ KEVGINEER..JG AND SHOULD BE INSTALLED PERCIAPTER50F THESE PLANS,
3 RFFE •.O SHEETG FOR CONSTRUCTION F , _ { 2
JCTION SEQUENCE.
c
/ <.
9 3
z '
F{
\�
DENUDED LIMITS, TYP. -\
may,
c _
i
_ f
a
J pa
/
/ 1
�6
/
r
41
�c
Kt;NILWOP,TH AVENUE z a
�'IN CREEK ROCK CH ECK- -- mow.,•...,,..,... ?3
,
-DAMS. SEE CHAP .SBY �.. _ -_. -__� ,°�:o• --- 7 _ � ., � ��"""",.,,.,,,..,_.,,.. " w
-- �L� ,_ , �- �✓ — �.. ,..q.. T� _ e, z>. - . : a��
77
.
�JLnED Ug'TS.iINEER,NC__-____-..^•ra '�E'._p. SFa�r�l
_ .-
- ' - � •-... ". ,DENUDED LIMITS TYP. _______ ', _... _- _ "_ _._-- ..__ _ ? \
a_;••r.,h„._-------
--------------
_Tl
_-
—....
_ "._..-. --F....t +y.'.�,_ros_ .. .:..; -� �.,_ --__. ,.•__.'_�"-- ,-_- ,c.-_ ..—. _-__.. ��...—.._....-_.s—.:_ _-_ -�- ..,:M..:�._ �.�._ �.:.. G......._..:.. '_-',::. �. � -.....
SILT EN._ SEE CH _ _ � _ `
. .i..„........ -
.` -� •<'5:,..f^^�.,..!/..; ��_...-. ., :., �� �\ �,. � -.. _ -�___�
wm-
' qa
�
%' .' ✓ ”. . _. '4ROCKCHECK ..�.. IL. FENCE. SEECHAP.
'KAT BYBUCKENGINE-R_NG.
LOW BY BUCK ENGINEERING
POIN. / _'..", , , ,:'".� _. -. - � ,_ '_-:"._ -- -„ � o •
_: TOP OF TERRACE SEE CHAP 5 BY -
—BUCK FOR CONTINUATI _
TOP OF TERRACE, SEE CHAP58Y- - -:�
-BUCK FOR CONTINUATION
tet, TYP.
/
/.. .._ �� - -__ _ _ - -...� - _.. .. _._,, .: -��-�. ;.,. A •:- ��... � �i _ --_ -__- - � � _ &TCC{. PLE!STAG G-
�,_�
ARE
A
Z
TEM �ICQNS RUCTION O
' -
EN RAN E/EXIT \ (.
-
_ ��. ... _ _-.. min •_t _ '.. ____- _:._� - — z+-�i- - "`�_e _ � ��
w
r�
y
FEMA � - -' _
� .. . _ . ' —."- - SILT FE
, -" � � � .. � � i ., k �' _- - _ - NCE TYP_- -_-. � - � _ _ { O
- y -
--4
ENCROACHMENT LINE
�1... _ DIM _ �\ - _�,a -. _.._ _. t1
CATCH BASIN INLETS �� ...:,.,.,- _ 51LT FENCE TYP -�_ -*,p_ _ `��". __.. --¢ O
..-,..... _l
PROTECTION, CMLDS - ��_-�.._.... ,, , : _, c.-. .; - - _ _ _ _ _ _ _ _ j
30. 15, TYP.
�Jrlrl
_ ro
-KINGS
aY '
c
LLJ
i _Lij
�s
-DENUDED LIMITS, TYP
COMMUNITY ENCROACHMENTS � INE Z
_ ->y "- _
`vV _ FEMA FLOOD FRINGE LINE-/. 9FjL,��VA �� - 0
FUTURE CONDITIONS \ �FJj. \ - Lei. i
I'\\ FLOOD FRINGE LINE\\ AFF \<. 'Lli _6
r
U0
Z
\ u < O
\ 1 i
ti W C
LLj U
�>u
b
uj p z o
Lu
u Z r-4
Li
s.� y d
z
1 imy
- ------
So
- -- -F� -
Ln
8
3G' 30' 60' i20
4"
<=a � T

EROSION CONTROL LEGEND LEGEND �' I
- - EX'. ST. i CONTOURS CXIS'NG SANITARY SEWER MANHOLE
\
ICONTOURS EX.S'r'NG VVA­E. VALVE
— PROP. 10' CONTOURS _ __.\,\
-X'STiNG OVERHEAD EcEf. PRIG
- -- __-_—_-- PROP. 2' CONTO.UR:: _ / ...\
STING WA'"ck UNE \
.......... ... t S OF C NSrRUC-19N,
DENUDED L,rS _11ST,NG SAN: ARTSEWEa
'rEMl 0R.4RY ELF EENCE -X STING STORK DRAINAGE
TEM <.ON RUCT ON - -EXISTING GAS UNE
✓ `_"{� �" _.: ENTRANC..EXIT _ \ \
-- - - - - XST'NG ..NDERGRCUND CABLE \ `\ Z
I �I O
ROCK CHECK DAM U-1LIT"' POLE
T
XIST'.NG CATCH BASIN J'
\ Z
LJ
SILT FENCE INE=T PR CFION y ., • Z U
,
EROSION CONTROL NOTES: �' ' �'<,. F
\
1v -
I. ALL EROSION CONTROL NEAS'JRES SHA.L MINA CR A. EWl: kc N. C'
EROSION ANCSEDIMFNT CONTRO PLANNING AND DESIGNNANUAi
2. CNSI EBURAL PITS REQUAL,411p E EMOLI'CN A H iPLR RCM _ yt,(E w
FROM THE ZONING AJ :NISTRATO ,\ S
ANY RAGING BLYO'v T HL C NU E l 5 S J OF . F In A V.OLAT' N
AND IS SUBEC7 -0 4 FINE * \
4. GRAD M1 RE THAN ONE A CRE N 1 AN APPROVED S ON CONYROT'
oLAN SA VIOLATION AN 'S SJBEC TO A,'NE
S. 5'A IL.ZATIO N'S THE BEST FORM O EROSIC O RC . TEMPC RA E N r '>
NECESSAR' rO ACHIEVE EROS ON CONTROL ON LARGE DEN' E FRE -Z AND i s' f
ESPEC,A L. WHEN SPECIFICALLY REQII ED AS..A4 OF HE TION pq \ V,
SEQUENCE SHOWN ON T HE PLAN.
S. SLOPES SHALLBEGRA EDNO,TEEPERTHA ''_ O -Fr'-F 10 .!�/J f�
aEQ aFA EouA"E ERA NG. - DENUDED LIMITS, 7YP. ✓�' '� ��J `
TAFPROV AIO. .HIS LANI NOTANA CRIZ-A-1 'OGR A) C:.T ,
RR
MI
WHEN IELDCONDITIONS WAR ANTO. EC4FD NV ER I.SIOPJ �>
MI -1 TB OBTAINED FROM �E AFFECTEDPROPERTY (J
A. NLSLOPE MUST BE SEEDED AND MULCHED WITHIN S VOM1MI A J 0
CALENDAR DAYS WHICHEVER SHORTSALLOTHEI AREAS VOR<,NG DAY, "
Qn_ORDINANCE
NCEFDAYS RADIDI CHE E. IS I'OR E FE. TO ROS'ON{
GR INFNCE FOR AD I ON.i REQU.REME T
9. ALLEROSON CONTROL DEVICES FOR A'M°ROVMEN ONSTRL :ION SHALL - -- --_— '•',,//
� I
REMAN J11-11 SITE HAS BEEN BROJGM TO FINAL GRAD, AND PElMA.,N llY
10, ADD IOJAL MEASURES TO CONTROL EI;05101 AND SEDIMENT MY BE REQUIRED
BY`­hE EROSION CONTROL INSPECTOR
I I. AL E EVATIONS ARE N REFERENCE -OTIESJIIZYORSg NCHMARK W .ICH
MLS BE VEP.LED B. -FE GENERAL ON.PAC•OR.ROR
BREAKING.
12
. ALL EFOS ON CONTROL FROM -OP O'TERRACET OF OF TERRACE -DESIGNED BY
SUCK END 'JEERING AND HOULO BE INSTALLED PER CFA, TER SOF HESE PIANS.
13. REFER TO SHEE C6 :0 FOR CONSTRUCTION SEQUENG .
DENUDED ACREAGE: ! 1.4E AC
SOIL TYPES'
Cub- CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES //,� � . _ • • .... , , � -. _.
Ur. URBAN LAND
—�
t
YY
.v n
\
-
_
y
DAMS. RE EE R6 Y CHECK
Y \
BU4K EN.�INEERINC. -
S e.
CHAP.
G
'i
_ -- f
• _ `ti _ .ROCK CHECK DAM AT—,,,—
V - \
LOW POINT. TYP -.__ \` �� -- _ __ \�,a` �'�� -� ►--__... _-_- - -
SILT FENCE, TYP.�y, _ / y� t�� ,^-+-���,SLTUCKSEE HAP
s
BY BUCK ENGINEERING.
_
`
e.
_ G
9�
\ FEMAFi�J
ODV"lAY� - - f _. >���.• �L -. - — _ _
_.� E\CROACHMEN'T LINE
T
zz
T
�l
�SILT FENCE. TYP. - _ ___ •`�""m.
CH BASIN INLET �
DRIVE
KINGS DR
CAT
PROTECTION, CMLDS—
__.
COMMUNITY ENCROACHMENT-- __
LINE
\\ p
i \ _
I
-.
\\ 1
mi
10' 0'Ici 20' 40'
s
N
Z
I O
C
<s� o
r
I Q ,�

I
X
i • z
---- r
I ---- — — — — _ u
E
{
�L
— %
\ T
I — - _
I
i
_ \
I
X 2_ 2� I '\
r
( a
_ I
man
-
-
`
r
-- `
I— o_
SPIT FENCE, IEE CHAP. 5 A %� v •v i - - BY BUCK ENGINEERING. � --- --
0
\
-- O -
�. -�- - .--_..P OF Tc' •"�_� _�\_ � `--�_ \, _ \ � �/ _ -
--._--tet 8 ---- _-:�--_,.i .. Rqp,-.
-�
r
_R
APTep
z
�-- _
J '
r 8
'SIT FENCE. TYP _
I „!i
Jim
I
- yAMW-
IFEMA FLOuULN.A - .. V •�` �_,�'1-,-�,.,_�-- - -'`:_
104ENCROACHMENT LINE -SILT FENCE. TYP _
V/
Lu
I t-\-------- _
:uj
_ —
��- r — W
DENUDED LIMITS, TYP. '� �•--�s'
I—� — __ —_ -- —
1
E
P
i - -- - - - - -- - cn >.
- -- -
'�y/
COMMUNITY ENCROACHMENT -
LINE
? - J Nz LA2
f<
wD
FEMA FLCOD FRINGE 'INE/ ----. ��\`�- n I z
-� FUTURE CONDITIONS I O
000���u
FLOOD FRIN13E LINE
JIO
DENUDED ACREAGE: 11.46 AC � ,\ F �
EROSION CONTROL NOTES: I
SOIL TYPES: — 0,0 ru
z _ / CuB- CECI,: URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES I. ALL EROS ON CONTROL MEASURES s A L BE 11 ACCORDANCE WITH. THE NC
UF- URBAN LAND EROSION AN SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. "
3. ON-SITE BUE PITS REQUIRE AN ON S.. E DEMOLITION LANDFILL PERMIT FROM `, 0
FROM THE ZONING ADMINISTRATOR I N
17 / EROSION CONTROL LEGEND 3.AN-GRAONG BEYOND HE DENUrED'LIMITS SHOWN ON THE PLAN IS A VIOLATION
LEGEND (^°
Z --j - — — — AND IS SUBJECT TO A FINE.
H- \ - - - 4. GRADING MORE THAN ONE ACRE W'T '.OU? AN APPROVE
EROSION CONTROL /� \
`.
THE BEST 0
Z - - cXIST E' CONTOUPS EXISTING SANITARY $EWER MANHOLE PLAN IS A V'.OLAS AND IS RM OF EROSION
NE. q
ZIoIS
J ESPECIALLY WHEN SPECIF'.CALLY REQUIRED AS PART OF HE C'OONST0.UC ETON G /�J�
PROP. W COON . RS '.I - EXISTING IX I -INC; ^" ERHEA1ELEC'RIC 6. SLOPES SEQUENECESNCE
SHO N ON T E PST EOPEY TO ACHIEVE EROSION ON AO'. ON � SGODESNGREATER JDED AREAS
SAiNN 0' i \
U n
L BE
DED
� NUL
R -
u.
L _-.
HID' CONTOURS -- -- EXISTING WATER LI 4E REQJAE ADEQUATE TERRAGNG.
ImoI�--- \ ..IMPS OF CONSTRUCTION`OFF
p {-
W \ E ADJACENT
•.. • • - - - EXSTING SANITAR'F SEWER ' PROPERTIESO WMENPFE DCONCT ONS WARRANT OLAN ISNOT AN A' N F -SOI E GRDAJNG, PERMISSION'.`
DENUDED LIMITS _.-.. EXISTING STORM DRAINAGE MUST BE OBTAINED SEEDEDFROM E D MULCHED
PROPERLY OWNER. \ /�
\ R IS WORKING DAYS 30
EMPORARY SIL' FENCE 8. ALL SLOPES MUST BE SEEDED AND MULCHED W THIN \
N \ CALENDAR DAYS WHICHEVER IS SI -OR -ER ALL OTHER AREAS IS WORKING DAYS OR -_—
O CALENDAR DAYS WHICHEVER R IS SHORTER REFS TO EROSION CONTROL
-_
EXISTING GAS . NE \
.. eMP. CONSTRUCTION ALL EROSION
FOR CONTROL
CONAL REFOR DAEN'i. i \ `-� `, —kms >�
_NTRANCE/EXIT S. ALL EROSION CONTROL DEVICES FOR DAM �MPROYERADE CONSTRUCTANENT SHALL \ 7,
OCK CHE"K DAM EXISTING U1:LiTY POLE 10. ADDITIONAL
DD 10 VAL MEASURES "O CO OU HT TO FINAL GRADE AND PERMANENTLY P
-------- EX ST INC UNDERGROUhD:1.6LE REMAIN JNTIL SITE I -.AS BEEN BR
STABILIZED, t, 1 E Y o O
��. T NTRO' ERJ'S.ON AND SEDIMENT MAY BE REQUIRED < Cf. Y 2
�/ OtJ-aJU I BY THE EROSION CONTROL INSPEC O 5
EXISTING CATCH BASIN II. ALL ELEVATIONS ARE IN REFREhCE O FE SURVEYORS BENCHMARK WH CH
MUST BE \ i
SILT FENCE 'INLET oROrEGT'.ON — ----' BEAKING ERIFIED BY THE GENERAL CO +iRAC'OR PRIOR TO GROUND-
�` + 1 i- ALL EROSION CONTROL FROM 7 O OF TERRACE FO TOP Cl TERRACE IS DESIGNED BY 40
-�- —�-� �-.� .._..—_ -- - _-----------"---_-� BUCK ENGINEER NG AND SHOULD dFINS ^,:.L'_D PER CHAPTER.SOFTHESE PLANS. --------- --'—"- I `_ � `
13. REFER -0 SHEET C6.I0 FOR CCNS ftJC .:ON SEQJENCE.

FEMA FLOODWAY-
ENCROACHMENTLINE
� COMMUNITY ENCROACHMENT- i
LINE
FEMA FLOOD FRINGE LINE �2
FUTURE CONDITIONS =
FLOOD FRINGE LINE
DENUDED ACREAGE: II.46AC
SOIL TYPESO
f
Cub- CECIL -URBAN LANDCOMPLEc
. 2 TO 8 PERCENT SLOPES
Ur URBAN LAND
EROSION CONTROL LEGEND
� COMMUNITY ENCROACHMENT- i
LINE
FEMA FLOOD FRINGE LINE �2
FUTURE CONDITIONS =
FLOOD FRINGE LINE
EROSION CONTROL NOTES:
I. ALL EROSION CONTROL MEASURES SHALL BE N ACCORDANCE WITH THE N.C.
EROS ON ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL
2, ON S':TE BURIAL FITS REQJ RE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM
FROM THE ZONING ADMIN S-RATOK
3. ANY GRADING BEYOND -HE DENUDED LIMA S SHOWN ON THE PLAN 15 A VIOLATION
AND S SUBECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOJT AN APPROVED EROSION CONTROL
PUNS A'✓IOLA ON AND IS SUB'ECT TO A FINE.
5. STABIL, EATON IS ;E BEST. ORM OF EROSION CON-ROL TEMPORARY SEEDING IS
NECESSARY TO ACI EROSION CONTROL ON URGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN CN THE PUN
1 6. SLOPES SHALL BE GRACED NO STEEPER -PAN 2� 1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATETERRAC'.NG.
]. APPROVAL OF THIS PILAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPER - ES. WHEN • F.LD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION
MUST BE OBTAINED FROM, THE AFFECTED PROPERTY OWNER.
8, ALL SLOPES MJSI BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 30
CALENDAR DAYS WHICHEVER IS SHORTER ALL OTHER AREAS 15 WORKING DAYS OR
90 CALENDAR DAYS W ICHEVER IS SHORTER REFER TO EROSION CONTROL
ORDINANCE FOR ADD., ONAL REQU RE.MENTS.
9. ALL EROSION CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
REMAIN UNTIL SIT E HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
STABILIZED.
10 ADDITIONAL MEASJIiES T 0 CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY THE EROSION CON RCL NS. EC OR
I1. A: ELEVATIONS H E N REF RFNCE TO -HE SURVEYORS BENCHMARK WHICH
MUST BE VERFED BY HE GENERAL CONTRACTOR PR OR TO GROUND
BREAKING
12. ALL EROSION CQNOLFROM OP OF ERPACE TO TOP OF TERRACE IS DESIGNED BY
BUCK ENGI. NEERI JG AND Si -I GJLD BE INSTALLED PERCHAPTERS OF -HESE PLANS.
13. REFER TO SHEET Co. I � FOR CONSTRUCTION SEQUENCE
z
W
Lij
z
O
Q
Luu
Z�
Up°
z
<w 0
Q
U V) '� C
Lu z t)
O C
V)2U .0
Lu Q z 'o
� W
�. OF Z tV
ZN
V co
z a-
r—_ Z
04 -
� F
W
J
} m
T
I� <ZZC
C' 10' 20 40'
< TS=lG = V
DENUDED ACREAGE: II.46AC
SOIL TYPESO
Cub- CECIL -URBAN LANDCOMPLEc
. 2 TO 8 PERCENT SLOPES
Ur URBAN LAND
EROSION CONTROL LEGEND
LEGEND
- -- "-" --"---
EXIST, 5 CONTOURS
EXISTING SANITARY SEWEK MANHOLE
- ---- '- --
EXIST. I'CONTOJRS
:I,
EX'STING WA -ER VALVE
PROP. ID' CONTOURS
---
EX STING OVERHEAD ELECTRIC
- -"" — ---
PROP. 2' CONTOURS
.......
LIMITS OF CONSTRUCTION:
Ili
- -
YE- NGWATER LINE
DENUDED LIMITS
EXISTING SAN.-ARY SEWER
-0---C ❑ -
TEMPORARY SILT FENCE
I ,.
EXISTING STORM DRAINAGE
�. I
TEMP, CONSTRUCTION
- -
E%ISTIIJG GAS UVE
ENTRANCLEXIT
fn -v{-'
j �.y yt,✓
ROCK CI-:ECK DAM
---
EXSTNG UNDERGROUND CABLE
.JS: NG U-11 TY POLE
E,. SING CA CH BASIN
SILT FENCE INLET PROTECTION
EROSION CONTROL NOTES:
I. ALL EROSION CONTROL MEASURES SHALL BE N ACCORDANCE WITH THE N.C.
EROS ON ANDSEDIMENT CONTROL PLANNING AND DESIGN MANUAL
2, ON S':TE BURIAL FITS REQJ RE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM
FROM THE ZONING ADMIN S-RATOK
3. ANY GRADING BEYOND -HE DENUDED LIMA S SHOWN ON THE PLAN 15 A VIOLATION
AND S SUBECT TO A FINE.
4. GRADING MORE THAN ONE ACRE WITHOJT AN APPROVED EROSION CONTROL
PUNS A'✓IOLA ON AND IS SUB'ECT TO A FINE.
5. STABIL, EATON IS ;E BEST. ORM OF EROSION CON-ROL TEMPORARY SEEDING IS
NECESSARY TO ACI EROSION CONTROL ON URGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION
SEQUENCE SHOWN CN THE PUN
1 6. SLOPES SHALL BE GRACED NO STEEPER -PAN 2� 1. FILL SLOPES GREATER THAN 10'
REQUIRE ADEQUATETERRAC'.NG.
]. APPROVAL OF THIS PILAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT
PROPER - ES. WHEN • F.LD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION
MUST BE OBTAINED FROM, THE AFFECTED PROPERTY OWNER.
8, ALL SLOPES MJSI BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 30
CALENDAR DAYS WHICHEVER IS SHORTER ALL OTHER AREAS 15 WORKING DAYS OR
90 CALENDAR DAYS W ICHEVER IS SHORTER REFER TO EROSION CONTROL
ORDINANCE FOR ADD., ONAL REQU RE.MENTS.
9. ALL EROSION CONTROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL
REMAIN UNTIL SIT E HAS BEEN BROUGHT TO FINAL GRADE AND PERMANENTLY
STABILIZED.
10 ADDITIONAL MEASJIiES T 0 CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
BY THE EROSION CON RCL NS. EC OR
I1. A: ELEVATIONS H E N REF RFNCE TO -HE SURVEYORS BENCHMARK WHICH
MUST BE VERFED BY HE GENERAL CONTRACTOR PR OR TO GROUND
BREAKING
12. ALL EROSION CQNOLFROM OP OF ERPACE TO TOP OF TERRACE IS DESIGNED BY
BUCK ENGI. NEERI JG AND Si -I GJLD BE INSTALLED PERCHAPTERS OF -HESE PLANS.
13. REFER TO SHEET Co. I � FOR CONSTRUCTION SEQUENCE
z
W
Lij
z
O
Q
Luu
Z�
Up°
z
<w 0
Q
U V) '� C
Lu z t)
O C
V)2U .0
Lu Q z 'o
� W
�. OF Z tV
ZN
V co
z a-
r—_ Z
04 -
� F
W
J
} m
T
I� <ZZC
C' 10' 20 40'
< TS=lG = V

©©�r
�
. a oe_e
|
z
W
L
.
�
�
:���,��.e,� _
0
Lu \
! \---------
2
U 0 %
. » <
f rl V x
N
\\\\)\ « N
Q
�
z
W
L
.
�
�
0
Lu \
LLJ /
Q� >
2
U 0 %
U \LU
f rl V x
LU s
> j
�
k
E
:
}
J
U /
]
z\
E
�\
2
N
\\\\)\ « N

;T
^ 3 T
Vr 3D 3ti
3TC
Z
w
(D
Z
N
T 11
rn
o
0
F m
V)
C
r
m
n
IYI
7 D
0
X
y
z
O
z m
T mm^
7_
C)
m
m
z
36 AZ .Oi LO CI
s r
s
-'..tib 5 T �•��_—�=.:
I I
ONVI Nvgdn .;r,
S3dOIS 1N31-1d3d B Ol Z - XPdWOJ ONVI N ViDd -100) 9^:)
S3d.. IIOS
7V st 3`3`4 aJ'J O=OnN3O
37NanO3SNO11:)naISNG 5030.' 33HSO_5E33L'E
',N, Id 3S3Hi 30 5 a31 VHJ N3d C3llV1SN1 33 c1COHS CNV 7N L33N 3 NDr,e
A5 rIINOIS.G S•- 37VLL3130 d01 0l 30VSa31 d0 d0_ 140L,
JOL IOL.n G_, NO SOLI lY :.
IXV35e
CNCO50OI L O &O m 31NOJ 1Va3N3JR A9 G NOU
'N�IJMv.aVWH7N3H SSOA3ALf153H' N; RV OISltl l kt
'a01 .dO l -S3. q NOI)VN i l
C+N^03539 'bW iN.3W1035 CNV NOISOL3 Oa1N07O 53aNSV3.J lVN 11 -OV-Ci
'C3 n1ev15
N3NVk L3d CNV 9CVN01VN13 O 1H0rOa9 N339 SVH 3. li Nr r VW3a
?YHS.,C I7nti.SNOD IMWMOLdW W.O aOd S371A30 10L_NC7 .O SOL3 ?.V'6
SLN314l'dinOR IVNOl1CCV aGd 37NVNICS'O
CLINC7 NOISM301 a313a'L3AOHS553A3,7:HM A UIVCN;IV7)05
TO IVC ON'JI OM 51 SAL N3H1011V L 1LOHS $I 53A3HO. M S VC NVCN3lV7
A LO 5, ,10 ONITLOM Si hl 41M 03,47 nW VNVC C BS 39 SrWS d l 'IV 0
13NMO A_L53dOLd 073.d3Y 3H' WOY 3NN�V19039 L rW
NC:SSWY3d ❑Ni0VN0 a_IS dio i "VVM SNOWGNOD Clip N3HM'S3.Ld3dOAd
N7V GV 30"D 01 NO'1VZILO fV NV ION T NV -1d S-11 JO lV 0-ddY I
'ON';D"Llj 31vn0,cV 3a a35
01 'a 1v3L`_+53dOlS ll �'I?NVH LdTi 15Or 3CY503fl TVNS Sad d
Nbld H NO NMOHS 3 3r O3S n
11010
3H1 i0 iLVd SY C35 nO3L A11VC 31I3dS N3ii'� l l'b° J3d53
ChV:V3LY03Cf1N303DIV NOION'NOJNOISON33A3'4IVO. YVSSDJ,N
.',`1N O335 A'dtlaOdW31'lOa_NOO NU.S053 dC WLC'SM34ISINO V71119V1s'S
3NH V O13J319!'S S ONV NO IVIO'A V 5 Nl d
lOL -�7 vC'SON3O3AOLddtl Ntl �f1CH11M 3a7V 3NG hV413a'OW ON'CV50'v
3N.. V 01 i7. rSS CNV
f l NOi vICAVSI h'Vld 3-ti0 NMOHS SIAW..I 03C11N3C 3H. CNO-ADNIIJ tl5 NV 'E
NOi,_SN WCV ON N- 3H' '
WONA 11WL3d 171 NVI NO1111CW30 3:.S NO NV 3dinngN SL d iv%,a 11 No'?
V^NVW N`OIS30 CNtl ONIN Yd IM1107 1NlWJ 01SUY C' NO..
N "I N Hi H_M 3J! ONOJJV NI 313 IV -S 53dr,, .J ION-O� O 3 t' 1
310N 10211NOJ NOIS0313
r
NOI' Tioad , 31'1 37N3, ' l s
.3
Z ,..
v.;oa
DN: -Si.?
g4
�' wLl 1917 Cn^Od`7N \
a w 1 _
N N
N3h SV- IN -1 13 _._ _. - NO 101'a >... -d 3i
r 37VNIVticVitDI, "iv._s X3 f.
.. _ _- 3 N33 l'.S nN.VOd - .. .
c m n -zr- ❑ fl -
3 I _
s a3N.3G M ll '. ON' "xd • LSNOSLW!03 N' C _ ... . .
r MG +J�a,L5N003 S:WI� I
t
31VII ON'_1Ix3 OD.Z dO.:d -
!3 SL O NC7 0: K)uo --
Z
f
-A - x3 sd.IolNu7 + :x3
ti
sa G_Nc7 s sx3
GM -E)3-1 -ON3D3' 10 NO^ NOIS01H
�J I
i
�\ 3NI13JNNJ 00014
SNOI110NOJ idni ld
i
/ \ r3NII 3JNIHd 0001A VW3d °1 i
i
•
i
1N3WHDVOHJN31,I1NIIWk1JJ
b
y
i1X3l3JNVU1N3
Noul nblSNOJ AWIIOdW31 n i
y
ri
P
`\— 3NI11N3WHJVO11JN3 / dA.i'3JN3d 1IIS \ 0 i r
/ AVMOOOId VW3d �Zd3b'V r D
3'11d)IJ015
L / ZI
d.,l lls
i
'dAl 'SliWn O3OnN30 /
i
i - �fV011'v��h'1Vp� ao
d
ON[>MNIJN3 NJnB A9 - - --_
".
S'dvHJ 335 '3JN3d 1tiS--'
/
.,
3nN3AV H121OMIIN3>I \ ,r
i
i
/i /
/
/
/
/ I/
/
/ 1
./ s

N KAU NOTES
:. P PR.,P SI<E TO BE CLASS !.
.. CHEEK DAMS MAY BE USED IN SLOPN U'TC OR
C CHANNELS TO SLOW VI
SEDIMENT TRAPS ` O'=RSA-E
S -
235 EA.'r
fiavtu .E E_ v
ROCK CHECK DAM
- - N.T.S.
DESIG:NTOPWIDTH
- - -
FLOW 4' FREEBOARD -I, - _ -
------IO%SET-ILEMENT
\ 71,YAk1f�URb IB"MIN./'yR')%AE PROTECTED
AREA
GENERAL NOTES
I. BVRC RIDGE HIGHER "HAN DESIGN AND COMPACT WI
CONSTRU['ION EQUIPi'IENT. CTE, WHEELS OF
OMPACTED ,RIDGE MUST AT OR ABOVE
DESIGN GRADE ATALL POINTS.
a. HA
CNNEL MUST BE CONSTRUCTED ON DESIGN GRADE.
LEAVE SUP
AREA (`.LONG DIVERSION TO PERMIT CLEANOUT AND REGRADING
TEMPORARY DIVERSION DITCH
------------- --- N.T.S.
- BACKFILL MIN, B' TF+ICK
LAYER OF GRAVEL
_ 2'x4'WOCD FR14:
'5'MAX ✓ \\ -- ��
1-
\ �0 a�,-MIN
- -
3. MAX
GENERA: NOTES:
i. FNSJRE FASR;C DOES NOT DIVERT WATER OVER CUT OR =ILL SLOPES.
2. STAKE FABRIC CLOSE TO INLET TO ENSURE OVERFLOW DIRECTLY'NTO
INLET.
3. FABRIC SHALL BE PERVIOUS NYLON. POLYESTER OR ETHYLENE YARN (50
L0. /IN MIN).
FABRIC SHALL BE CUT ,ROM A CONTINUO, POLL TO ELIMINATE iO NTS.
5 'OP OF FABRIC SHALL BE BELOW GROUND EUI OF DOWNSLOPE AREAS
-0'RE_VENT BYPASS.
6. FOR 5TAKE5 USE 2 x INCOH WOOD (PREFERRED) OR EQUIVALENT METAL
WITH A MIN'. MUM LENGTH OF 3 FEET.
T SPACE R.A ES EVENLY AR- N D' HE PERIMETER O, THE LNIETA
MAXIMUM OF 3 FEET APART, A SECURLY DRIVE THEM INTO THE
GROUND. APPROXIMATELY IR I N[HES DEEP.
PROVIDE NEEDED STABILITY TO THE'. vSTALLATION, FRAME WITH 2
x 4INCH WOOD STRIPS ARID NDThE CR EST OF THE OVCRROW gP.E4 AT
A MA%!MUM OF 1.5 FEET ABOVE THE DROP INLET CREST
4. PLACE THE BOTTOM 12 INCHES OF THE FAMIC'N A TRENCH AND BACKFILL THE
TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR IZ'NCHEi OR
COMPACTED SOIL,
' J. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. ,DINTS MUST BE
OVERLAPPED TO ?HE NEXT' STAIR MKE.
I. THE TCw OF THE HE
AND FABRIC MUST BE LETWELL BELOW TIE GROULEVAT _INND
THE
BYPASSING TF° INLETOPiE MAY BE NECESSAIR TO BUILD A TEMPOTO KEEP FF FROM
RARY DIKE ON
THE DOWN SLOPE SIDE OF THE STRUCTURE.
_ _-- FRAME WTI GRATE
_ __ ----- -- --
DROP INLET
---GATHER EXCESS
AT CORNERS
STAKE ..,+
FABRIC
4" CRUSFIEU :-BGRIE \
STONE FABRIC
TEMPORARY FABRIC DROP INLET PROTECTION
GENERAL NOTES_ �
I. A, STAB I: ZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING A CCNSTR'JCION SITE TO OR
FROM A PUBUC STREET.
2. STONE O BE 2, 3 INCH WASHED STONE.
3. THE EN: RANCE SHALL BE M4!NTAINED IN A CONDTION WHICH WILL
PREVEN TRACKING CR FLOW THISING OF SEDIMENT ONTO PUBLIC STREETS
EXII WITH ADD CLONAL STONE A5 DO NO T ONSEDEMAO.NDD AND
IC PREPAIR ANDROR
4. ALL LASED MENT SPILLED,ApROPPEDE WAS
OR TD TO TRAP RIMENT
ACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATEL`
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
ITSH TO ENTERING A PUBLIC STREET, WHEN WASHING 15 REQUIRED,
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
D SEDIMEN7 BASIN
& FILTER ABRICSSHALLB PLAINTO AN ?EDVUNDERR THE ENTRANCE S%IT AN,D
SHALL BE MI RAFI SW OR EQUAL
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
CI
N=S -
D
EC R
C D
IS -1 :
� „FE
5 D'
uEE'_ ,^,R
WEGEC Jv.,.-r..,Flnrt I
-
- 'vfE`ChLEVAL RG
CHARLOTTE ---- ---
LAND DEFELOPS,LD. - -.
STANDARDS
EROSION CON TROL
SEEDBED PREPARATION NOTES
SURFACE SYATERON U_ MEA RE' `O BE INSTALLED ACCORDING TO
PLAY COMFLE BORE EFARNG SEELIBED
]. AREAS TD BE SEE C I:PLL BE R PP AND SPREAD WITH, AVAILABLE
TOPSOIL 3' DEEP L PE5 2 OR O1i ft!L TOTAL SEEDBEp
PREPARED DEPTH H '- BE "- 6 EE° iF SOLSA S
COMPACTECCJR' A`INC CCS VTOA pfH GF 6"T09
3. LOOSE ROCKS.O VD OTHER B: TfiUC- N SHALL BE REMOVED
FROM THE SURFAC..O .L JEti f IN. ERFERENCE WITH ESTABLISHMENT
AND MAINTENANC O. VEG E-AT;ON.
4. APPLY LME ACCO JI. -
WITHpHFIGHER .JcJf SOLI. R=COMME'vOAT!OVS. SOIL
KNOWN, APPLY LIME
IM 4C:.OµDCNG CEE_LCINC SAPPLY PEC"SC4--IONS BELOW.
5. A'PLYL-ER' IOZEP ANE NC RC.COTO -O 1 O T� C(JM�ENDA SONS. IF
NO SOL TES'"HA SEE ERFCRM L. APfa'FERTUZERACCORDING
TO SEEDING SPE CAT S BELOW
6. ROUGHEN SEED t RF CE PRIOR 'O APpLICq.IOM1;. GROOVE OR
FURROW SLOPES IEP _ HAN 3 I.
I. FO0. TEHIPpRARY EC J OF .AREAS NH Cr W L:. NOT BE BROUGHT TO
FINAL GRADE FOR MO E THAN 3 SA ORK!tiG CAtS. cpLOW THE
TEMPORARY SEEDI SPECI aKZAT.ON�BELOW.
PERMANENT SEEDN_SPCI_ICA_i'.ONS cFl
IOW MAINTENANCE AREAS
STEEP SLOPES OR GYY, SEAL
TYPE
U. DPv SOI
DATES
- _ RATS _
ALG 25 SET IS L rESC!E - ---
'ES
IS-MAR.2- .ERCP. LGPFCEZp 'D0 LBIACRE
KOBE LESPECELA 30 UVACRE
i LBRACRF
GENTLE SLOPES, A'V'ERAGE SOILS
A_`G. 25 -SST. IS AL FESCUE=E B. I5 MAR, 2 5 RSCA LFSPEDEZA BO LBIACRE
S.KCOBF AUGPEZA. 20LBIACRE
I G LBIACRE
HIGH MAWTfNAN'C : AREAS
GENTLE SLOPES. S 5 H AVERAGE OR BETTER MO.STURE. COOL SITES
-
DATE �P
RATE
i ALSG. 25 -SEPT. 5 B E' O -:
TWO TURI­, F200
-
'AL - SCJESI9P%7A D 2C^ -2$D LBIACRE
WO
OR MORE KENTUCKY
B UE RAS AF ES ;IL )
G-�ENTLESLOPE_i t.R R SGILS_PH'I _LiMI: AT50_!5--_ -
AUG. 25 SEPI IS BLEND OF So%K 31'
T%TARE, 2W 250 LBIACRE
FESCUE AND 50% n.
Oc RVO OR MORE TUR, TYPE
TALL FESCUG
GRASS_LIM1-ED CNA N MELS, AVERAGE SOILS
AUG. 23 OCT. TALL FESCUE
200 LB/ACRE OR
4 - 5 L9v1000 SF
GLASS LINED CHANN - RY« LILS
APRIL 15 -JUNE 30 -DMF" BERMUDA GRASS
40-LILBgCOR
2 LgRIOW BE
AMENITHENTSSHAULBEAFFI -'LA O q°ry3 ACR Ur GROUND
DR AG RICL SO'L?IURAL GRASSLLITNED GHA NE ESTONB AND 05rlA�q GE 3000 LBACR O GROUND
AGRIIS
C'L:LTURA LIMESTO! D U L5 f0, 10.14-!O FERT.LIZER.
RED
MULL Sh ALL BE APPEEC rT-UP
H -'B__
A C 4°rAL&ACRE OF STRgW.
STRAW'HALLBE A VC OOFB ACK:NG\N IT
"aSPHgLi NET'.NG Ok MULCI
ANCHORING OOL U E OF
ELSIOR t -!A J SHA! 1. BE CSED IN GRASS
LINED CHANNELS O GALCiJ;nTED H.GH VVA En DEPTH,
TEMPORARY SEED N6 SPW,! A CNS
DATES
RATE _
JAN MAY L AMENCIMHT
IS P E G A N 200 LBACRE
GROUNDFEB MAR. UA
LESPEDEZA SGLBACRE A RIC LT
OR LOBE URAL LIME-
OR
AND 750 LB
ACRE OF 10-I0-10
RTILIZER
MAY I . AJG. IS GERMAN MILLET
40 L6!ACkE 2000 LBIACRE GROUND
AGRICULTURAL LIME-
STONE AND ]5D LW
ACRE OF 10-10-10
FERTILIZER
AUG. I5 . DEC 30 R`YF (GRAIN) 120 LB.'ACRE. 2DOD LB/ACRE GROUND
AGRICULTURAL UME-
'TONE ANDIOW LEI
ACRE OF 1010-10
FERTILIZER
MULCH SHALL BE A P A, -HERA7E O. 4CD0 UVACnE STRASV. STRAW SHALL BE
ANCIOREI 9r TACKING G �� 7 NFL , NETT NG OR MULCH ANCHORING TOLL
GRADED SLOPES AND "LLS - THE 11„L_'OR GRADED SLOPES AND FILLS SHALL 3E NO
GREATER THAN T E ANG E IH CH JN BE RETAINED 8`" VEGTA?IVE COVEµ OR
OTHER ADEQUATEEROSION CC.' ROL DEV10E50P5TRLI'TURES.IN C.S'E,'O
SLOPES LEFT
EXPOSED SA L 11-1 y 15 W RKN AY OMPLETION OF ANY
PHASE O GRADING BE P R� T DOµ HER W:SE PROVIDED WITH GROUND COVER,
DEVICES CR I-RUCTJRES SIFNCIENTTC FESTILAIN EROSION
GROUND COVER A ENEV D DIATURBING ACTIV, 11 S JNDE4 AKEN ON A
TRACT COMPRISING MORE FAN ONE ACRE.: MORE THAN ONE CONTIGUOUS ACRE
IS UNCOVERED A GROUND COVER SUFFICIENT TO RESTRA,N EROSION MUST BE
PLANTED OR OTHER"VSE 11011DEWITHIN 5WORKING DAYS ON THAT PORTION OF
THE TRACT UPON WHICIH F.IITH R AC E CONS ON 15 NOT BEING
UNDERTAKEN, PROVIDED'HA-- THIS 'HALL 1,0-APt. TO CL EARED LAND FORM. NG
THE BASIN OL A RESERVOIR LATE,. O B INUNDA ED
EROSIOR;ONiROL I�,l_ CC��i���,J SE
- -- QUENCE:
I.ALL EROSION N CCD] ROT MPS . O .aHALL 4F IN ACCORDANCE WITH THE N.C.
EROSION gNCLSFO.MEN CONTROL PLA:LL' E I AND DESIGN MANUAL I OBTAIN GMD NG PEC
AND } A
TE BURT L_ CT'
ALP n
T .n
S REQUIRE R AN SITE DEMCLI'ION J.NDFILL PERMIT FROM ANY LAN DISTURB V ACTIVITY
APPLICABLE PERMITS PR10R TO
FROM My
RAD ZONING ADMI 5. R4TOR, 2. SCHEDULE APPS-CONSIPU :ON CONFERENC, WITHT
3.gNY GRADING BEYOND TIE DENUDED ,IMITS SHOWN ONT CO,NTRACTC FORW DS?URBA,CE AND.O0. ERCSON'OCONE ROC
AND ALL
IS SUBJECT TO A FINE. HE PLAN IS A VIOLATION AND EROSION CONTROL AUTHORITY ;;S
Nook
TO DISCUSS N-PRO;EC'
4. GRADING MORE THA ry G. ACRE WI 0 - AN gppROVED EROSION CONTROL AND THE EROSION C-O'J-ROL P -AN
PLAN IS A VIOLATIQN AN IS SJEJECT OA INE. 3. FLAG THE C N,TRU; ION LIMITS AIVD MARK ANY TREES OR ANY EXISTING
5. STABILIZATION IS THE B ST TURN Or EROSION CONTROL TEMPORARY < STRUC. URES VOTEp TO REMAIN.
NECESSARY TO ACH.EVE EROS, SEEDING 15 4. STABILIZE CONST RUCK Dry ACC'ISFS COhE_RJc
ESPECIALLY WHE V SPEC! L.AI..C+ REQUIRE OALA11 OF-lECONSTR CTI AND VROUTES AND
O N CONSTRUCTION EQUIPMEN..,A0.KING qR"cA WITH GRA.ELAND Te'xPCRARY VEGETATION.
SEQUENCE SHO`NN `IN HE PLAN. 5. INSTALL EDIMFNT FENCES TEMPORnnf ROCK DAMS,AND ALL OTHER OTHER
6. SLOPES SHALL BE GRADED NO3?EEPER THAN 2:1. FILL SLOPE. GRATER THAN 10' EROSION COY'ROL OEV CES AS SHOWN ON pLANS ANO AS REQUIRED 0Y HE
REQUIRE ADEQUATE
TERM LNG. ER05,ON rQ-J ROL INSPECTOR.
�. APPROVAL OF THIS PLAIN 5 VO, l N AJTPOR L'ATICN TO GRACE ADJACEt'T 6- PERFORM=) CLEAR VG I IDG AIN -GRAD, NO PROPERTIES WHEY FELD CNUITIONS NAIRgNT OFF -SITS GRACING, PERMISSION AS CJ LVEPIT IS REMOVE
MUST BE OB -AIME] FROM H.. A. FEC FENCE FT TOP GF BANK AND S REAM BANKS A.RE GRADED, RELOCATE SIL'
B. ALL SLOPES MUST BE SEEDED AV D MULCHED WITFIIN�S WORKING GAYS OR 30 VFW TOP Ct BANK LOCATION AS GRADES CHANGE.
ER 6. PROTECTANC MA NTq;N qLL EROS ION CONTROL DEVICES AT ALL TIMES.
CALENDAR DArS 'N..9 NEVE. ,S :`+GR E`t. A OTHER AREAS IS WORKING DAYS OR
9. APPLY TEMPORARY ANU PERMANENT STAB RATION: SEEDING, SOpCNG.
90 CALENDAR DAYS WH CHF R S SHCR ER_ REF'cR TO EROSION CONTROL MULCHING ANU/OR oI nqp CN AL'' DISTURBED AREAS,
1 ORDINANCE C0. ADD T CNAL REQU µEXTENTS 10. STAB. UZE ALL OPEN AF,_RS. _OPSOIL ANU'
9. RELEROSON C ONTRO DEJ CLS FDR DAM MPROVEMEN I CONSTRUCTION SHALL I. MAINTENANC INSPECTIONS SHALL BE FcRFCRME AND
TREES, SrRUBS,
SEEDING E C
REMAIN UN.L 'E HAS BEEN
BROUGHT TO
GRADE AND PERMANENTLY
STABILIZED- ANDAFTEREVER STI RA'AL ND DOCUMENTED WEEKL"
10. AODIT ONA_MEASJRES TC CON. ROE_ LI.a.ON AND SEDIMDVT P; PERFQRMEUI IMEf,,.4TELI AND DCCUM:ENT. AN"AND ALL REPAIR' IHALL BE
BY THE EROSION CONT C' OR AY BE REQUIRED ITF�'N THE LNSPECTION LOG.
PCI REFERENCE NUR H [ARO N4 ERC .OM1 AND SEDIMENT CONTROL MANUAL
I. ALL ELEVATIONS ARE :N RE ER NCI T THE l,"VEYORS BENCHMARK WHICH SECTIONS B 01 "I IF R A p: ION
t:rORMATION. ENTIRE SITE MAI
M UST BE VE0.IFIEG BY TIE GENERAL CONTFACTO0. PRIOR'O GROUND DURING CONSR C, O. NTFNA,yCE
BREAKINGh S iq BE THL SOLE RESPONSIBILITY OF THE GENERAL
ALL EROSION "L'"ROl
CONTRACTOR.
4 TOP BEIER .ACE TO TOP OF E I't. UPON MAINTENANCE
JC. qN COMP - ET O J THI FROPERTYCW'NER ACQUIRES ALL'>.TF
6Y BUCK ENGVEERING AND SHOULD BE N:iALEO PER CHAPTERS OF THESE MAINTENANt,E RE_POh'SIB LI, ES
PLANS.
DENUDED ACFEAG I_S6 AC
SOIL TY?ES:
CUB- CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES
Ur- URBAN LAND
Q
I
BEFOR800-632?-49E YGtl ,2
'•-49
N.C. ONE -CALL_ C@NTEFR'
ITE: THE L,AWI
Z
O
�i
z
x G'
LZc
S
Lu
LLj
^^z
V
W
W
U
Z�
U0
�e Q
F-
<( U °
L9 v) r a
W Z U
ce U O
1J Q 0 o
-1 COc 7 Z Nw
_ ZU cd
J 2
i
LBILFSTEELPCSTBURIED
OR BURIED OR DRIVEN TO
_ _--
I DEPTH OF IB' IN THE GROUND
_
FILTER FABRIC
-
I I
-
11111 'III:'I _ Is' MIN
VTRENCH ly
r.=
COMPACTED FILL
--- S
1
PiE
-„
EXTENSION OF FABRIC AND
WIRE INTO THE TRENCH
---
ILTER FABRIC 7 .33 LBILF STEEL POST BURIED
OR BURIED OR DRIVEN TO
DEPTH OF IB' IN THE GROUND
IF I
yy f -
- =I`
GEIERALNOTES:2
D --
r
I. DRAINAGE AREA SHALL BE LESS THAN I'4 ACRE PER IOD FEET OFFENCE.
2. DETH OF WgTER BEHIND FENCE SHALL
NOT E%CGD I S FEET
). FOR REINFORCEMENT OF FABRIC, USE 14 GAUGE MESH WITH
".
x I~Iex.11�,Hennpt: N_ v1
b" SPACING.
CONSTRUCT F -ICE FROM A CONTINUOUS AOLL JO. YTS SHgLI pVERLAF BY
4'.MINIMUM
5. F WIRE MESH IS JSFD. FENCE POST SPACING MAY 6E B' MA%IMJM.
DO NOT ATTAC%. FABRIC TO E%I
j t. ,orrv,TF
STING TREES
1. NSD, FENCES WEEKLY ANI AFTER RAINFALL EVENTS REPAIRS SHALL RE
MApE IMMEDIgTELY.
,I,.Iny.
I, --'-------_-_-,
g REMOVE SEDIMENT DEPOSITS
VOLUMES. AS NECESSARY TO ENSURE ADEQL'ATE STORAGE '
9, PREFABRICATED SILT FENCE i5 NOT ACCETABLE
SILT i=ENCE
-- ELLE-'----------------------
N.T.S.
_ 2'x4'WOCD FR14:
'5'MAX ✓ \\ -- ��
1-
\ �0 a�,-MIN
- -
3. MAX
GENERA: NOTES:
i. FNSJRE FASR;C DOES NOT DIVERT WATER OVER CUT OR =ILL SLOPES.
2. STAKE FABRIC CLOSE TO INLET TO ENSURE OVERFLOW DIRECTLY'NTO
INLET.
3. FABRIC SHALL BE PERVIOUS NYLON. POLYESTER OR ETHYLENE YARN (50
L0. /IN MIN).
FABRIC SHALL BE CUT ,ROM A CONTINUO, POLL TO ELIMINATE iO NTS.
5 'OP OF FABRIC SHALL BE BELOW GROUND EUI OF DOWNSLOPE AREAS
-0'RE_VENT BYPASS.
6. FOR 5TAKE5 USE 2 x INCOH WOOD (PREFERRED) OR EQUIVALENT METAL
WITH A MIN'. MUM LENGTH OF 3 FEET.
T SPACE R.A ES EVENLY AR- N D' HE PERIMETER O, THE LNIETA
MAXIMUM OF 3 FEET APART, A SECURLY DRIVE THEM INTO THE
GROUND. APPROXIMATELY IR I N[HES DEEP.
PROVIDE NEEDED STABILITY TO THE'. vSTALLATION, FRAME WITH 2
x 4INCH WOOD STRIPS ARID NDThE CR EST OF THE OVCRROW gP.E4 AT
A MA%!MUM OF 1.5 FEET ABOVE THE DROP INLET CREST
4. PLACE THE BOTTOM 12 INCHES OF THE FAMIC'N A TRENCH AND BACKFILL THE
TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE OR IZ'NCHEi OR
COMPACTED SOIL,
' J. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. ,DINTS MUST BE
OVERLAPPED TO ?HE NEXT' STAIR MKE.
I. THE TCw OF THE HE
AND FABRIC MUST BE LETWELL BELOW TIE GROULEVAT _INND
THE
BYPASSING TF° INLETOPiE MAY BE NECESSAIR TO BUILD A TEMPOTO KEEP FF FROM
RARY DIKE ON
THE DOWN SLOPE SIDE OF THE STRUCTURE.
_ _-- FRAME WTI GRATE
_ __ ----- -- --
DROP INLET
---GATHER EXCESS
AT CORNERS
STAKE ..,+
FABRIC
4" CRUSFIEU :-BGRIE \
STONE FABRIC
TEMPORARY FABRIC DROP INLET PROTECTION
GENERAL NOTES_ �
I. A, STAB I: ZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE
TRAFFIC WILL BE ENTERING OR LEAVING A CCNSTR'JCION SITE TO OR
FROM A PUBUC STREET.
2. STONE O BE 2, 3 INCH WASHED STONE.
3. THE EN: RANCE SHALL BE M4!NTAINED IN A CONDTION WHICH WILL
PREVEN TRACKING CR FLOW THISING OF SEDIMENT ONTO PUBLIC STREETS
EXII WITH ADD CLONAL STONE A5 DO NO T ONSEDEMAO.NDD AND
IC PREPAIR ANDROR
4. ALL LASED MENT SPILLED,ApROPPEDE WAS
OR TD TO TRAP RIMENT
ACKED ONTO PUBLIC
STREETS MUST BE REMOVED IMMEDIATEL`
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT
ITSH TO ENTERING A PUBLIC STREET, WHEN WASHING 15 REQUIRED,
IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE
D SEDIMEN7 BASIN
& FILTER ABRICSSHALLB PLAINTO AN ?EDVUNDERR THE ENTRANCE S%IT AN,D
SHALL BE MI RAFI SW OR EQUAL
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
CI
N=S -
D
EC R
C D
IS -1 :
� „FE
5 D'
uEE'_ ,^,R
WEGEC Jv.,.-r..,Flnrt I
-
- 'vfE`ChLEVAL RG
CHARLOTTE ---- ---
LAND DEFELOPS,LD. - -.
STANDARDS
EROSION CON TROL
SEEDBED PREPARATION NOTES
SURFACE SYATERON U_ MEA RE' `O BE INSTALLED ACCORDING TO
PLAY COMFLE BORE EFARNG SEELIBED
]. AREAS TD BE SEE C I:PLL BE R PP AND SPREAD WITH, AVAILABLE
TOPSOIL 3' DEEP L PE5 2 OR O1i ft!L TOTAL SEEDBEp
PREPARED DEPTH H '- BE "- 6 EE° iF SOLSA S
COMPACTECCJR' A`INC CCS VTOA pfH GF 6"T09
3. LOOSE ROCKS.O VD OTHER B: TfiUC- N SHALL BE REMOVED
FROM THE SURFAC..O .L JEti f IN. ERFERENCE WITH ESTABLISHMENT
AND MAINTENANC O. VEG E-AT;ON.
4. APPLY LME ACCO JI. -
WITHpHFIGHER .JcJf SOLI. R=COMME'vOAT!OVS. SOIL
KNOWN, APPLY LIME
IM 4C:.OµDCNG CEE_LCINC SAPPLY PEC"SC4--IONS BELOW.
5. A'PLYL-ER' IOZEP ANE NC RC.COTO -O 1 O T� C(JM�ENDA SONS. IF
NO SOL TES'"HA SEE ERFCRM L. APfa'FERTUZERACCORDING
TO SEEDING SPE CAT S BELOW
6. ROUGHEN SEED t RF CE PRIOR 'O APpLICq.IOM1;. GROOVE OR
FURROW SLOPES IEP _ HAN 3 I.
I. FO0. TEHIPpRARY EC J OF .AREAS NH Cr W L:. NOT BE BROUGHT TO
FINAL GRADE FOR MO E THAN 3 SA ORK!tiG CAtS. cpLOW THE
TEMPORARY SEEDI SPECI aKZAT.ON�BELOW.
PERMANENT SEEDN_SPCI_ICA_i'.ONS cFl
IOW MAINTENANCE AREAS
STEEP SLOPES OR GYY, SEAL
TYPE
U. DPv SOI
DATES
- _ RATS _
ALG 25 SET IS L rESC!E - ---
'ES
IS-MAR.2- .ERCP. LGPFCEZp 'D0 LBIACRE
KOBE LESPECELA 30 UVACRE
i LBRACRF
GENTLE SLOPES, A'V'ERAGE SOILS
A_`G. 25 -SST. IS AL FESCUE=E B. I5 MAR, 2 5 RSCA LFSPEDEZA BO LBIACRE
S.KCOBF AUGPEZA. 20LBIACRE
I G LBIACRE
HIGH MAWTfNAN'C : AREAS
GENTLE SLOPES. S 5 H AVERAGE OR BETTER MO.STURE. COOL SITES
-
DATE �P
RATE
i ALSG. 25 -SEPT. 5 B E' O -:
TWO TURI­, F200
-
'AL - SCJESI9P%7A D 2C^ -2$D LBIACRE
WO
OR MORE KENTUCKY
B UE RAS AF ES ;IL )
G-�ENTLESLOPE_i t.R R SGILS_PH'I _LiMI: AT50_!5--_ -
AUG. 25 SEPI IS BLEND OF So%K 31'
T%TARE, 2W 250 LBIACRE
FESCUE AND 50% n.
Oc RVO OR MORE TUR, TYPE
TALL FESCUG
GRASS_LIM1-ED CNA N MELS, AVERAGE SOILS
AUG. 23 OCT. TALL FESCUE
200 LB/ACRE OR
4 - 5 L9v1000 SF
GLASS LINED CHANN - RY« LILS
APRIL 15 -JUNE 30 -DMF" BERMUDA GRASS
40-LILBgCOR
2 LgRIOW BE
AMENITHENTSSHAULBEAFFI -'LA O q°ry3 ACR Ur GROUND
DR AG RICL SO'L?IURAL GRASSLLITNED GHA NE ESTONB AND 05rlA�q GE 3000 LBACR O GROUND
AGRIIS
C'L:LTURA LIMESTO! D U L5 f0, 10.14-!O FERT.LIZER.
RED
MULL Sh ALL BE APPEEC rT-UP
H -'B__
A C 4°rAL&ACRE OF STRgW.
STRAW'HALLBE A VC OOFB ACK:NG\N IT
"aSPHgLi NET'.NG Ok MULCI
ANCHORING OOL U E OF
ELSIOR t -!A J SHA! 1. BE CSED IN GRASS
LINED CHANNELS O GALCiJ;nTED H.GH VVA En DEPTH,
TEMPORARY SEED N6 SPW,! A CNS
DATES
RATE _
JAN MAY L AMENCIMHT
IS P E G A N 200 LBACRE
GROUNDFEB MAR. UA
LESPEDEZA SGLBACRE A RIC LT
OR LOBE URAL LIME-
OR
AND 750 LB
ACRE OF 10-I0-10
RTILIZER
MAY I . AJG. IS GERMAN MILLET
40 L6!ACkE 2000 LBIACRE GROUND
AGRICULTURAL LIME-
STONE AND ]5D LW
ACRE OF 10-10-10
FERTILIZER
AUG. I5 . DEC 30 R`YF (GRAIN) 120 LB.'ACRE. 2DOD LB/ACRE GROUND
AGRICULTURAL UME-
'TONE ANDIOW LEI
ACRE OF 1010-10
FERTILIZER
MULCH SHALL BE A P A, -HERA7E O. 4CD0 UVACnE STRASV. STRAW SHALL BE
ANCIOREI 9r TACKING G �� 7 NFL , NETT NG OR MULCH ANCHORING TOLL
GRADED SLOPES AND "LLS - THE 11„L_'OR GRADED SLOPES AND FILLS SHALL 3E NO
GREATER THAN T E ANG E IH CH JN BE RETAINED 8`" VEGTA?IVE COVEµ OR
OTHER ADEQUATEEROSION CC.' ROL DEV10E50P5TRLI'TURES.IN C.S'E,'O
SLOPES LEFT
EXPOSED SA L 11-1 y 15 W RKN AY OMPLETION OF ANY
PHASE O GRADING BE P R� T DOµ HER W:SE PROVIDED WITH GROUND COVER,
DEVICES CR I-RUCTJRES SIFNCIENTTC FESTILAIN EROSION
GROUND COVER A ENEV D DIATURBING ACTIV, 11 S JNDE4 AKEN ON A
TRACT COMPRISING MORE FAN ONE ACRE.: MORE THAN ONE CONTIGUOUS ACRE
IS UNCOVERED A GROUND COVER SUFFICIENT TO RESTRA,N EROSION MUST BE
PLANTED OR OTHER"VSE 11011DEWITHIN 5WORKING DAYS ON THAT PORTION OF
THE TRACT UPON WHICIH F.IITH R AC E CONS ON 15 NOT BEING
UNDERTAKEN, PROVIDED'HA-- THIS 'HALL 1,0-APt. TO CL EARED LAND FORM. NG
THE BASIN OL A RESERVOIR LATE,. O B INUNDA ED
EROSIOR;ONiROL I�,l_ CC��i���,J SE
- -- QUENCE:
I.ALL EROSION N CCD] ROT MPS . O .aHALL 4F IN ACCORDANCE WITH THE N.C.
EROSION gNCLSFO.MEN CONTROL PLA:LL' E I AND DESIGN MANUAL I OBTAIN GMD NG PEC
AND } A
TE BURT L_ CT'
ALP n
T .n
S REQUIRE R AN SITE DEMCLI'ION J.NDFILL PERMIT FROM ANY LAN DISTURB V ACTIVITY
APPLICABLE PERMITS PR10R TO
FROM My
RAD ZONING ADMI 5. R4TOR, 2. SCHEDULE APPS-CONSIPU :ON CONFERENC, WITHT
3.gNY GRADING BEYOND TIE DENUDED ,IMITS SHOWN ONT CO,NTRACTC FORW DS?URBA,CE AND.O0. ERCSON'OCONE ROC
AND ALL
IS SUBJECT TO A FINE. HE PLAN IS A VIOLATION AND EROSION CONTROL AUTHORITY ;;S
Nook
TO DISCUSS N-PRO;EC'
4. GRADING MORE THA ry G. ACRE WI 0 - AN gppROVED EROSION CONTROL AND THE EROSION C-O'J-ROL P -AN
PLAN IS A VIOLATIQN AN IS SJEJECT OA INE. 3. FLAG THE C N,TRU; ION LIMITS AIVD MARK ANY TREES OR ANY EXISTING
5. STABILIZATION IS THE B ST TURN Or EROSION CONTROL TEMPORARY < STRUC. URES VOTEp TO REMAIN.
NECESSARY TO ACH.EVE EROS, SEEDING 15 4. STABILIZE CONST RUCK Dry ACC'ISFS COhE_RJc
ESPECIALLY WHE V SPEC! L.AI..C+ REQUIRE OALA11 OF-lECONSTR CTI AND VROUTES AND
O N CONSTRUCTION EQUIPMEN..,A0.KING qR"cA WITH GRA.ELAND Te'xPCRARY VEGETATION.
SEQUENCE SHO`NN `IN HE PLAN. 5. INSTALL EDIMFNT FENCES TEMPORnnf ROCK DAMS,AND ALL OTHER OTHER
6. SLOPES SHALL BE GRADED NO3?EEPER THAN 2:1. FILL SLOPE. GRATER THAN 10' EROSION COY'ROL OEV CES AS SHOWN ON pLANS ANO AS REQUIRED 0Y HE
REQUIRE ADEQUATE
TERM LNG. ER05,ON rQ-J ROL INSPECTOR.
�. APPROVAL OF THIS PLAIN 5 VO, l N AJTPOR L'ATICN TO GRACE ADJACEt'T 6- PERFORM=) CLEAR VG I IDG AIN -GRAD, NO PROPERTIES WHEY FELD CNUITIONS NAIRgNT OFF -SITS GRACING, PERMISSION AS CJ LVEPIT IS REMOVE
MUST BE OB -AIME] FROM H.. A. FEC FENCE FT TOP GF BANK AND S REAM BANKS A.RE GRADED, RELOCATE SIL'
B. ALL SLOPES MUST BE SEEDED AV D MULCHED WITFIIN�S WORKING GAYS OR 30 VFW TOP Ct BANK LOCATION AS GRADES CHANGE.
ER 6. PROTECTANC MA NTq;N qLL EROS ION CONTROL DEVICES AT ALL TIMES.
CALENDAR DArS 'N..9 NEVE. ,S :`+GR E`t. A OTHER AREAS IS WORKING DAYS OR
9. APPLY TEMPORARY ANU PERMANENT STAB RATION: SEEDING, SOpCNG.
90 CALENDAR DAYS WH CHF R S SHCR ER_ REF'cR TO EROSION CONTROL MULCHING ANU/OR oI nqp CN AL'' DISTURBED AREAS,
1 ORDINANCE C0. ADD T CNAL REQU µEXTENTS 10. STAB. UZE ALL OPEN AF,_RS. _OPSOIL ANU'
9. RELEROSON C ONTRO DEJ CLS FDR DAM MPROVEMEN I CONSTRUCTION SHALL I. MAINTENANC INSPECTIONS SHALL BE FcRFCRME AND
TREES, SrRUBS,
SEEDING E C
REMAIN UN.L 'E HAS BEEN
BROUGHT TO
GRADE AND PERMANENTLY
STABILIZED- ANDAFTEREVER STI RA'AL ND DOCUMENTED WEEKL"
10. AODIT ONA_MEASJRES TC CON. ROE_ LI.a.ON AND SEDIMDVT P; PERFQRMEUI IMEf,,.4TELI AND DCCUM:ENT. AN"AND ALL REPAIR' IHALL BE
BY THE EROSION CONT C' OR AY BE REQUIRED ITF�'N THE LNSPECTION LOG.
PCI REFERENCE NUR H [ARO N4 ERC .OM1 AND SEDIMENT CONTROL MANUAL
I. ALL ELEVATIONS ARE :N RE ER NCI T THE l,"VEYORS BENCHMARK WHICH SECTIONS B 01 "I IF R A p: ION
t:rORMATION. ENTIRE SITE MAI
M UST BE VE0.IFIEG BY TIE GENERAL CONTFACTO0. PRIOR'O GROUND DURING CONSR C, O. NTFNA,yCE
BREAKINGh S iq BE THL SOLE RESPONSIBILITY OF THE GENERAL
ALL EROSION "L'"ROl
CONTRACTOR.
4 TOP BEIER .ACE TO TOP OF E I't. UPON MAINTENANCE
JC. qN COMP - ET O J THI FROPERTYCW'NER ACQUIRES ALL'>.TF
6Y BUCK ENGVEERING AND SHOULD BE N:iALEO PER CHAPTERS OF THESE MAINTENANt,E RE_POh'SIB LI, ES
PLANS.
DENUDED ACFEAG I_S6 AC
SOIL TY?ES:
CUB- CECIL -URBAN LAND COMPLEX - 2 TO 8 PERCENT SLOPES
Ur- URBAN LAND
Q
I
BEFOR800-632?-49E YGtl ,2
'•-49
N.C. ONE -CALL_ C@NTEFR'
ITE: THE L,AWI
Z
O
�i
z
x G'
LZc
S
Lu
LLj
^^z
V
W
W
U
Z�
U0
�e Q
F-
<( U °
L9 v) r a
W Z U
ce U O
1J Q 0 o
-1 COc 7 Z Nw
_ ZU cd
J 2
i

P:
L?
1LL
81
u
a
N
'Z
KKK'
KENILWORTH AVENUE
N,
1 77
AI
--------------
------------
7� - - - - --
IF
---------------
z
i ;�+-a, \ IEEE.. . . _.. _ _._ `_..=J _ ._ > _
I Ell
-----�4" SAN. SEWER ------ -------------------
LA Yp,
P OF TERRACE, SEE CHAP
ve5 B,
------ ----
BUCK FOR CONTINUATIOP
---
7_7-7�­
�
ION PLA NIS
REFER TO IRRIGATION
OR CONTINUATION 2"' �,'/VA7EP, LINE : UNDER— _211-
3 __ Ps I 'c�� I ­/ 1 -1 1 — ��PIIIPI�2WA7E WATERLINE: 1 UNDER
OF SIDEWALK, 7Y -EDGE INE, I U
F SIDEWALK, TY
_,,��EDGL
PRESSUR�FBCF`P
�00M.ESTIC WATER
—METER
KINGS
_PR 2
AN.S6M
t4i �6_ �,o �,
I
LAT,7YIP
O P.
R
DFAVE
2" -TPTETT,-1.-:.-SLEE
V
X AP
E
AND VALVE 0
PEMA FLOODWAYENCROACHMENT LINE 8"X2" TAPPING SLEEVE
AND VALVE
COMMUNITY ENCROACHMENT
LINE FEMA FLOOD FRINGE LINE
FUTURE CONDITIONS
FLOOD FRINGE LINE CFS\\
BACKFLOW PREVENTER NOTES: UTILIT Y NOTES:
STORM DRAINAGE NOTES:
THE INS -I LILATION LOCATION OF ALL BACIFLOW.-BEYEINT 01 ASSEMBLIES SHALL BE "I IL L IHAL L LOMELI' NI'V. A--1 APILICABI IF COCE, REGUITONS, AND OR 9 SERVICE TAPS 12 INCHFOR WATER, 4 INCH FOR SANITARY 5ENVER, AND 2;NCH FOR 1) RIM UF�ATIONS APE GIVEN TO THE EDGE OF ASPHALT OR AT FINISHED GRADE IN
AN AREA THAT PROVIDES A SAFE WORKING EN�;RONMEN­ FDA TDO,NG AND UNPAVED AREAS,
ANDANDS 5Y LOCAL UTI; TY AND Cl �l OF CHARLOTTE AS APPLICABLE IRS GA I ON) ARE REQUIRED AS INDICATED ON THE PIDI THE CONTRACTOR SHALL
MAINTENANCE THIS AREA SHALL BE READILY ACCESSIBLE, A.A` FROM RIAL.COORD:4AT THE EXACT LOCATION OFTIPE TAPS.
2) RIM ELEVA-iONS GIVEN ON THESE FLANS ARE APPROXIMATE AND ARE FOR
HAZARDS AND FREE FROM DIRT THE LOCAT ON MOST MEET REQUIREMENTS 01 ALL LO(,L 01I PIAIS, -.0t,TRACTOR PROVIDE ALL YA'ERLALS AND APPURTENANCES W, ALL `VAIEK AND SANITARY SEWER MATERIALS AND CONSTRUCTION SHALL B PER INFORMATIONAL PURPOSES ONLY, ACTUAL RIM ELEVATIONS SHALT BE DETEFI BY
AUTHORITIES I.E. F RE, PLANNING, ZONING, CITY DEPARTMENT OF TRANSPORTATION N', E5. - - CONTRACTOR AND ADJUSTED TO MATCH FIELD CONDITIONS
AT_ON Ail �0,RT�ECO�PL�7P�NSTAL�TIONOFTP.EUTILIT�E ALLPIPESANDHITPINGS, CMUD STANDARDS AND SPECIFICATIONS OR MEET NC BUILDING CODE,
VOLUMEE
COOT) OR NOKI H CAROLINA DEPARTMEN r OF TRANSPORT S: -A, I BE,NSPECTPO BY THE ­; DING INSPECTOR PRIOR TO BE NG COVERED, lL PLL-n!NG AS APPLICABLE. SANITARY SEWER PIPE = SOB 3E PVC, 3) COORDINATE ALL CURB AND S-REE7 GRADES AT INTERSECTIONS W; -H NSPECTOR
2. THERE SHALL KENO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PPING HYDRANT. I _NUESE OTHERWISE NOTED ON THE `l_ANS.Al,LWATER;,NES 11 ALL FVC WATER PIPES SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) 4) APP OVAL OF THIS PLAIN IS NOT AN RUTH
IRE DEPARTMENT CONNECT ON PO!N-S, OR OTHER WATER USING APRAIENA.CE' RED miliNTM_. DEPTH OF COVER C-3.0 FEE-, *PROVAL ORLEA70N TO GRADE ADACENT PROPERTIES.
CONNECTED 70 1 HE SUPPLY LINE BETWEEN ANY IVATE8 METER AND ITS CMUD REQUIRED SE CF
BACHLOW PREVENTERL 4 CC': 71AC'OR SMALL AF,,US7 LOCALON OF PROPOSED VVATIR LINES AS REQUIRED TO 12. REVI— AND APPROVAL OF THE PLAINS DOES NOT RELIEVE THE OWNER, CONTRACTOR. 5) IN ORDER TO ENSJRE PROPER DRAINAGE, KEEP A MINIMUM 010.50 %SLOPE ON THE
WATERLINES: 2 REDG-CEDFRESSIR-PRiNCIPLE�CKF,OWPREIENII,^N�SEMBL,Es(,P) AVOID CCNF, CTS WITH SI CRM SEWER AND OTHER UPI OR DEVIL:OPER
PER FROM MEETING ALL THE REQUIREMENTS OF THE STANDARDS AND CURB,
HALL BE INSTALLED ABOVE GROUND V.THIiN INSULATED ENCLO11FE AND CJTS!D SPDcIFICAT,CNS OF CHARLOTTE MECKLENBURG UTILITY DFPPRTMENT OR NC BUILDING 6) CURS AND GUTTER SHOWN ON PLAINS MAY BE ADJUSTED BASED UPON FIELD STAKING
SHALL
55TO ' K AREAS PER CHILE) REQUIREMENTS. ENCLOSURE TO INCLUD6 DRA' 5 CON-RACTOR SHALL INS ALL L'ILI'ES TO WITHIN YO, BUILDING, FOUNTAIN CODE VOL ME IAS APPLICABLE. By CITY E -ON
Z AD C 'N PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR UT I- TIES WI HINS'OF BUILDING PNGINE R ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION
FORTS FOR DISCHARGE PER �OL,Nrk. BASED, ON F15LD CONDITIONS
�n,bi, (REP 3 A'- 2" AN— G .... d B­,l)­ D-; ­ Sl-. 7.5) 13. CON'TRUCTION OF U -ILII LINES MAY NOT BEGIN UNTIL ALL RES ARE PAID, ALL
PERMITS ARE PRESENT ON SITE AND NOTIFICAl ION OF CONSTRUCTION IS MADE TO THE T) THE PURPOSE OF THE STORM DRAINAGE EASEMENT :S TD PROVIDE STORM WATER
4. IRRIGATION LINE: 2
RURT H IG MB;NSHEETS FOR COORDINATION OF BU, LOING ; FCtJNI uTiLI-IFS APPLICAECIE
LL PERMITTING AGENCIES WITH THEIR POLIS CONVE ANCE AND ANY STRUCTURES AND/OR OBSIRUCTION TO STORM WATER FLOW IS
REDUCED PRESSURE PRINCIPLE BkCKItC­ PREVE�I­GN ASSEMBLIES I H %-Co:ANICAL RA. INC, PROM'..BTED
-
(KI) SHALL BE INSTALLED ABOVE GROUND H INSULATED ENCLOSURE AND OJ-S,L
14, GRAVITY SEWER SHALL MEET ALL REQUIREMEN75 OF CI,API.O7TE MECK
ZONINGSETBACK AREA' PER CHID REQUIREMENTS. ENCLOSURE To lCLJDP 7, _L,N7RAC'OR SHALL MARE; PROPOSED UTILI 'IES WITH 4X4 WOOD POST PAINTED I ULENBURG
PORTS FOR DISCHARGE WAI kR PER CMUD REQUIREMENTS,'SP, 0.d ed Rr­­ Pr:nupll UT L DEPARTMENT - GRAVITY SEWER MINIMUM DESIGN CRITERIA INCLUDING MATERIAL 8) CONSTRJCT ON 5 ALL
I BE IN ACCORDANCE WITH CHARLOTTF-MEC<LENEURG UTIUTT�,
IVRP,bly (RP) YELLOW AT s TISCH RU ICING / �(IONTALNS FACE. INSTAUj�TION AND TESTING AND INSPECTION REQUIREMENTS. DEPARTMENT STANDARD SPECIFICATIONS, CHARLOTTE.MECKILENBURG _AND
3A 2�Ab­ Q -A Sukr­ PY­L­ S,,d.,d D- 11 Sh­ 73) DEVELOPEMENT STANDARDS AND SPECIFICATIONS, AND ALL OTHER CTY STATE AND
5 REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RP) CONFORM E. -IF L FII !TIES AID TI -E OCATONS 'HERECIF, SHOWN ONTHE DKAIINGS REPRESENT 15. DUCTILE IRON PIPE LREI.) BRASS FOR 2" WATER PIPE) REQUIRED FOR BOTH WATER AND FEDERAL -REGULA"I NSAND/OBSTANDARDS
S T4-,FOFS_,NER'SU"DERS7 N" N1 OF EXIST NG JT11171ES IN THE CONSTRUCTION AREA- SANITARY SEWER LINES IF THE FOLLOWING CLEARANCES ARE NOT MET
SPECIFICATIONS REFER TO CMUD APPROVED LIS70FBP S, TI -E COt,jRACj 09. SFLR� L VER Fl THE LOCATION, DEPTH, AND EXISTENCE OF ALL JI VVAi ER LINE CROSSING LENDER SEWER LINE (FOR ANY CLCE). 9�ALLSHO SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS, PART B26
& THE M NIMLLI HEIGHT FROM THE RELEF PORTIO THE GRGJlID SHALL BE 12 AIDTHE (FLED -RICAI,'PATE �. : ELF1,01E GAS. SAN17ARY SEWER, STORM DRAIN. ETC' WITHIN 18: .�ER7 CAI FOR WATER LINE INSTALLED ABOVE SEWER LINE.
SUBPART P, AS AMENDED
OWN, HE 0
MAXIMUM HEIGHT SHALL BE 30. ZlNSTRljCT.-DN AREA W -1 1 i HE ER AIDIOR THE APPROPRA'E JI COMPANY 1 FOR ZONTAL SEPARATION FOR WATERLINE PARALLEL TO SEWER UNIF 10) CONTRACT OR S� A; �ERF' LUCAT�ON AND DEPTH 01 ALL UNDERGROUND UTILITIES
PRIOR TO BEGINNING AN' EXCAVATION OR CONSTRUCTION, CALL Ul -OCC II -800632.4949) IOR 16- VERTICAL SEPARATION IN SEPARATE DITCHES), PRIOR -0 CONSTRUC -1 N
T. EACH CMUD REQUIRED SPH IS REQU RED -0 BE TESTED BY A CMUD APPROIIED DEH. FLED 4021�Cl'i 1
`' 'IGGIN
3 PRIOR TO DG THE OMISSION OR 7HEINCL_SICN OF LTiLN­ LOCATONS FOR WATER LINES 12' CLEARANCE WITH STORM DRAINS, GAS MAINS.
7
S L NS IS 'LOT TO HE SONS I DEFIED AS THE NONEXISTENCE OF. ORA DEFINITE TELEPHONE DUCTS, AND UNDERGROUND CABLE 1 1) F PROPOSED UI INSTALLED WITHIN 12 NICHES, HORIZONTAL OR VERTICAL,
TESTER PRIORI 0 PLACING THE WATER YSTEMNSERYCE L0lATGNO1,RE!:
111�,NDEIGI.111C)ITIL-IS,ANyD�.MAG5'0�!STNGUTILITIES aRCM A GAS MAIN, THE CONTRAC-OR SHALL INFORM PEDMONT, NATURAL GAS COMPANY.8 THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS III-. FR NEA. RE AT HE CONTRACTORS EXPENSE 54) 525 5585
NFORMATION, NORTH CAROLINA STATE BUILDING CODE VOL. 11 AND CMUD.:)ALL PERSON: CRAGENCiESGONG VVORKINTHEPJBLICSTREETS,H:GHWAYS,DR
PUBLIC i;GH7TGF WAY ARE RESPONwELE FOR OBTAINING ALL NECESSARY PERMITS
CODRUINATI.NG THE WORK WITH ALL AFFECTED GOVERNMENT ADDING 6 AND UTILIT,ES
A'4D INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO THE
WORK
13) FESPGNSIR L11Y 'OR -HE INSTALLATION AND MAINTENANCE 01 ADEQUATE SAFE'
DEVIC S FOR THE PROTEC- ON O= -'-i, PUBLIC. THE WORKERS, AND GENERAL PROTECTION
0- THE WOR'( SHALL REST V✓ HTHE CONTRACTOR DOING THE `WORK.
14) qLL LANE CLOSURES THA' ARE REQlAEC SHALL FOLLOW THE UVIFORM TRAFFIC
CONTPOLMANUALAND�ORW,A-,CH,MANUALASAPPLICABLE.
,5j SJBLRFACE DRAINAGE FAC L ES MAYBE REQUIRED IN THE STREET RIGH' -OF. WAY T
DEEMED NECESSARY BY THE INSPECTOR
16) HIGH -DEN O
TY POLYETHY LENS 'HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN
EXIST NIS OR PROPOSED PUBLIC RGMT-OI-WA- MUST BE APPROVED BY THE CITY'S
INSPECTOR PROR -0 ANY RAC<FILL BEING PLACED. BACKFILL MA7ERIALMUSr BE
APPROVED By THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE
UBLICSTIFEETRIGH"-OF-WAY
17) NEW FINISHED CONTOURS SHOWN ARE TOP OF PAVING IN AREAS TO RECEIVE
PAVEMENT AND TOP OF TOPSOIL IN AREAS TO BE SEEDED.
IS) GRADING CONTRACTORS SHALL NOTIFY AND COOPERATE WITH ALL UTILITY
COMPANIES OR FRMS HAVING FACILITIES ON OR ADACENT TO THE SITE BEFORE
DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID
FACILITIES. CONTRACTORS SHALL PAY ALL COSTS IN CONNECTII THE ALTERATION
OF OR RELOCATION OF THE FACILITIES CONTRACTORS SHALL RASE ORLOWER TOPS OF
EXISTING MANHOLES AS EQU, RED TO MATCH FINISHED GRADES.
19)GRADING CONTRACTOR SHALL COOPERATE AND WORKVVINH ALL OTHER
CONTRACTORS PERFORMING WORK ON THIS PROJECT TONSURE PROPER AND TIMELY
COMPLETION OF PH IS PROJECT.
20) THE GRADING CONTRACTOR SHALL USE WHATEVER MIEASJRES ARE REQUIRED TO
PREVENT SILT AND CONSTRUCTION DEBRIS FROM ;LOWING ONTO ADJACENT PROPERTIES
CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL EROSION SEDIMENT
AND SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROS ON
CONTROL STRUCTURES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND
NOT BEFORE ALL AREAS DRAINING INTO THESE STRUCTURES ARE SUFFICIENTIL, STABILIZED.
2 1 L FOR ANY WORK ON THE STATE OR CITY RIGH? -OF -WAY, THE GRADING CONTRACTOR
SIAUL,
A) NOT STORE MATERIAL, EXCESS DIRT OR
EQUIPMENT IN THE RIGHT-OF-WAY
N CASE OF MULTILANE HIGHWAYS. THE
PAVEMENT SHALL BE KEPT FREE FROM ANY MUD
OR EXCAVATION WASTE FROM TRUCKS OR OTHER
EQUIPMENT ON COMPLETION OF THE WORK ALL
EXCESS MI SHALL BE REMOVED FROM THE
RIGHT-OF-WAY.
8) PROVIDE ALL NECESSARY AND ADEQUATE SAFE'
PRECAUTIONS SUCH AS SIGNS, 'LAGS, LIGHT
BARRICADES AND FLAGMEN AS REQUIRED BY THE
LOCAL ALL-HORITIES AND IN ACCORDANCE WITH
THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES. THE GRADING CONTRACTOR SMALL BE
SOLELY RESPONSIBLE FOR AND HOLD HARMLESS
THE
CITY OF CHARLOTTE, THE STATE OF NORTH
CAROLINA THE ARCHITECTIENGINEER, AND THE
OWNER FROM ANY CLAIMS FOR DAMAGE DONE TO
EXISTING PRNATE PROPERTY PUBLIC UTIL -IES,
OR TO THE TRAWLING PLIK C
C) VERF , AND/OR OBTAIN ALL NEEDED ENCROACHKI
PERMITS BEFORE WORK HAS BEGUN
22) GRADING CONTRACTOR -0 COMPLY WITH ALL S7 ATE AND LOCAL SEDIMENT
CONTROL AND AIR POLLUTION ORDINANCES OR RULES.
23) CONTRACTOR SHALL IMPORT SUFFICIENT MATERIAL TO COME! E i E ORI AT No
ADDITIONAL COST, IN THE EVENT OF A SHORTAGE OF SIPRUCTURA'. FILL
24) CONTRACTOR TO COORDINATE ALL WORK WITH OTHER .JT IL -'.' INSTALLATIONSNOT
COVERED IN THESE PLANS (ELECTRIC, TELEPPiONE, GAS, CABLE, ETC.) AND ALLOW FOR
HEA OPERATIONS AND CONSTRUCTION TO BE PERFORMED,
2 5) CONTRACTOR SHALL REPAIR OR REPLACE IN -KI. KID ANY DAMAGE THAT OCCURS AS
RESULT OF HIS WORK,
21) ALL L NEAR FOOTAGE 109 ALL PIPES ARE APPROXIMATE, ACTUAL INSTALLED QJANT.TIES
MAY VART.
LL1-8A0A0L-L83C2-E4NaT4I.
NC, ON _C� I
L
0' 30` 60' 20
Lei
Z
0
glz� 9
z < S2
C)
<
I u,

r
z
z
U
<
X
N
z
Z
- -------------
Al
--- — — ----------- - ----------------- -J,
CONTRACTOR TO LOWER RI
OF MANHOLE TO MATCH GRADE
4 SAN. SEW-KJ-ATER-AL-7v,
AND COORDINATE WITH CMU.
'NV: 618.49
� ti
y\
j- q
i
.. / � �-_ — -- - - � �_ '.��_ �� � 2„
28.4 92" GATE VALVE, 57-11
SOUTH OF TEE
INV 2816
6 2'X2 - TSE
2"WATER LINE, I' UNDER
- ,'jt EDGE OF SIDEWALK, TYP.
x
2" WATER INE, I UNDER -
EDGE OF SIDEWALK, TYP.
2" REDUCED PRESSURE PRINCIPLE BACK FLO',V
'PREVENTIONASSEMBLY INSTALLED ABO 2" GA7 V LVE, S
'C)A.TEE
GROUND WITHIN INSULATED ENCLOSEPERH
NORT
C'MUDREQUIREMENTS, SEE DETAIL SHEET C7.5
FEMA FLOODWAY
ENCROACHMENT LINE
2",':IOMEST:C WATER METER
KINGS DRIVE
ING 8"X2" TAPPING SLEEVE
AND VALVE
COMMUN' TY ENCROACHMENT
LINE
B--FOP.E YOU DiOd
CA L 1-8400-0-32-:"
ONE- -ALL CENTER
ma THE LAW.
in, ol 40
E
O
z
uj
uj
Oz
T�
Lu
LL Lu
Z
Ups
u
a-
(/) ?: s
D uj z
R> :D
(/) u E
Lu Lo
:D "
ED u')
Z

z
LU
LU
LU
LU
UZ
O
ce�=
4LU
�N
�LLJ
V) 2
LJ
V)
1-- z
0
E
0
V)
qa

i
I
IZ
Z
ZIP
~ ILL BEFCRE YOU CIO:
Q I
ALL 1-800-632-49x9
F
U N.C. ONE -CALL CENTER
I�
tl
� � T
F _
'Yds Fn�r
t P,
z
w
W
'jai z
0
LU
LU J
Z
U®°
z �
�FY
U Q
f t9 V') c
� > S
cn ° E
w®� 'o-
u-
o
� z �
1
Y
v E Z)
0
r 22S M
FyZY,--.x �•

i
I
a
U a
� E
LL o
em°
j pow.:
J
U ��F
y � _
G `
tp:
I w'
=Ja
3 c7 t
2=S
i
LU
LLJ
z
O
LU
Lu
c° Z
U 0
ceP� CL
1<u��°�
V L r c
I�>>o�
cn ce- E
Wpm o
z
N
Y
u
i
I z
0
Vy' i

-RvcpE
6 JFF
_E_ ETD 5_ E
r - — --
s
14
7_
FtCO:E0 -RESSLRE EF T,2 F I L RLI
J F LT I F R .E
F RP J E �'- EE
A
P F .55E -1S SIt. FN -EG.
TE J - 5 4ET-0 .A .E #'
A IC t rSR TF P 2J E
FP EF. -77,,GS 3E SPE v U.I_
5
,cis L C CS _ __ 5- -:_C _._
F4
CS,T
L BL J
=31
T
_SIfs P 'v E _
-TE - .._ T5
^.1 5 RE.; da F f -FR
P IR
- RR_ EP..
EOVE F -E IEC
E
SEE ,DAF III
f a) I
L 1_N -
T 5c
CHARL.O: E- ',fECX EVBURG
L 111-1. TI.:_,S
1.=L :.LIEN
`
- FC
L
CM :c DLC RT . ('• _5"� P L '_. .. - „A.-
I SE E': UE. - r -'F = F -E
'. CMU APHEDJE.]ASEMR r V
EE -TES
GCR #2
f1
cyEGt
R _ S
11, 1 ,
1 _
r_I'.ARLOTT£ - \.[E KLE.N BLRG
i, TILT T Imo. c
SRE *EL
-NON M_:- PIPE -T-1-1
S'ANDA?C EXCAVATION
TYPICAL TRENCHING
FINIS -EG G_ 0 J 'xATE OR 5EI>'EF'. AS APF_.AKS, GEST IN TDR
LTJ. B o'J 9 �Rp J.:..�
0 E LL R LFI
_IFLI 90-
�� r 1 ASH ore o Le x�Nc
ROIEC T_ Box)
(OR
T-CAPPICTSD BACxF'1i
''yI ATE OR BDV£R
L UIS
CONOFS111111O
N­EQU BESS T A
.A1111 r.LYL
QHS.
.GTE BEA- ARR-,
2..: " VALVE SPILL BE LEP' RAND OPEN.
TYP. VERTICAL GATE VALVE INSTALLATIGN
1 71
BACKFLOW PREVENTER NOTES:
H NSTALLAT ON LOCATION OF ALL BACKFLOW PIE_VEJ N ASSEMI E5 SHALL BE 'N
FN AREA THA- PROVIDES A SAFE WORKING .NII DN EN? l TES -116 AND
MA NTENANCE TH',S AREA SHALL BE ,READ LY ACCESSIBLE, AWAY FROM ELECT RICA_
HA ZA RLS AND FREE FROM DIRT. THE LOCATION MUST MEET U!REMENTS OF ALL LOCA'_
AJTHORITES I.E. FIRE, PLANNi NG, ZONING, CITY DEPARTMENT OF TRANSPURTAT.ON
CDO-I OR NORTH CAROLINA DEPARTMENT OF TRANSPOR TAT:ON.
2 THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASSPIPING, H"DRANT.
EIRE DE PARTME N- CONNECTION POINTS. OR Q -HER WATER USING AFRURTENA.NCES
CO NNEC'TED TO THE SUPPLY L'. NE BETWEEN ANY WA FER MiTER AND ITS CMU In REQu ED
BA -'LOW PREVENTER
3\ FR LINE 2" REDUCED PRESSJRE P0. -NC PLE RAC' 4''J PREVEN' ON A._SFNB iEi RP)
SHALL 6l:NST_LEDABCY'E GROUNDWIT.i,N.N.JLAIIED EJCLCSUREAI•;D •U"SIDE
IONG SETBACK AREAS PER CHILD REQUIREMENTS EN CL TS RE TO INCLUDE DCA ti
FOR'
OR FOR DISC HA0.GE WATER PER CHILD REQJREMN.S d P .: PE'EEd-
An.. RF) ire 2 Abo G End Bard- Pre _ e ..,m - d De r. Sh- 7_,.
a. RR IA -101 LINE, 2" REDUCED PRESSURE PRINCIPLE Pv.CKELOW HiEVEN1101 ASSEMBLE ES
(RP) SHAL BE INSTALLED ABOVE GROUND'W:THIN INS.)LATE•^, ENCLOSURE AND OUTSIDE
,ON NC SETBACK AREAS PER CHILD REQJIREMENTS. ENG: -'SURE TO INCLUDE DRAIN
FOR FOR DISCHARGE WATER PER CHILD REQUIREMENTS. (Cee Reduce) Pres�::re Pr'.nclPe
A. E:r IRP) 14"- 2'A,-, Ground Bazkflow Pre F -IR S2nda-d DenII or Sh-1 I.M.
5. REDUCED PRESSUREPRINCIPLEASSEMBLES(RP)MIUST CONN RM7CCMUII
'PEC;' CATIONS. REFER TO CMUD APPROVED LIST OF &'S'S.
6. THE MINIMUM HEIGHT FROM THE RELIEF PORT TO T`,E GR•'DLIND SHALL BE I AND THE
MAX MUM HEIGHT SHALL BE 30'.
I EACH CMJD:REQUIRED BPH S REQUIRED TO BE TES IEJ BY A CMUDAPPROVEP CEERTIFIEC
TESTER PR OR TO PLACING THE WATER SYSTEM IN SERVICE
8. THE I15'ALLATION SHALL BE IN ACCORDANCE WITH. THE MANUFACTURERS
INFORMATION, NORTH CAROLNA STATE BUILDING CODE'. L. 'II AND C,UD,
UTILITY NOTES:
I. ALL WORK SIAL CM A L COD; R ". A EO'N'S. Al. OR LOCAL
STANDARDS IMPOSED B O P' Jil : "f CT E AS APPLICABLE
2. ALL WATER AND SEWER LINES SH,.I G_ v . CHI DKILILIPVC) EXCEPT AS NOTED
ON PLANS. CONTRACTOR SHAI L FR !O E ALL MA ;PIAT SAND APPURTENANCES
NECESSARY FOR THE COMPLETE NS'TA:.LATICI- O' 'HE ,!TIL TIES. ALLFRES AND PITT NGS
SHALL BE INSPECTED BY THE BUILD NC I"1PEc-IR'i CP. �, SB NG COVERED.
3, UNLESS OTHERWISE NO -ED ON `HE i'LA115, i'LL .JAPER _N[E SHALL RE !lSTA,LFD A` A
MINIMUM DEVI OF COVER OF 3.0 FEET.
CONTRAC-O3 SHALL AD;LlS:'LOC P < ='u ''v!A?V.:NihS REQI,IREO'O
AVOID CONFL CTS WITH 370RM 5 WE AND O- HLk IIS.
s UR KACTOR SHALL NS.A' ,.T E5 B":LDING PLUMBING
CONERA'OR SHA BE RLSPONS6 R S OF BUILD NG.
6. REFER O PLUMB NG SHEETS rCR DOOR„ r l F C u, LDINL, UT LITIES VV17H
MECHANICAL DRAWINGS.
2. CONTRACTOR SPALL MARK P•',OPOSED l!-'LL.IES'r%I"-1 4X4 WOOD POST PAINTED
YELLOW A -i' FROM BUILDING FACE.
6, THE UTIL TIES AND THE LOCATION'S THEREL:F. SHJLVN''N -HE OF,%W NGS. KEPRESEN-
THE DESIGNER'S UNDERSTANDING OF E"Y.ST: NL, )7IL1 ES IN THE CONSTRUC PION AREA
THE CONTRACTOR SHALL VERIFY THE I OCAT:ON, DEP FH. AND EXISTENCE OF ALL UTILI"IES
(ELECTR':CAL, VIA -ER, TELEPIONE, GAS. SAN TARP SEWER,'',TCRM ORA N, ETC.) WITHIN THE
CONSTRUCTION ARJ. W TH -HE OW'JER AND—- THE AFPROPRIATEU"F!CITY COMPANY
PRIOR TO BEGINNING ANY EXCANAT OON OP, CONSTRUCT ION. CALL ULOCO (I-800-632-4949)
98 HOURS PRIOR TO D IGGING, THE OM,SSUN OR 'HE NO, JS,ON OF UTILI_Y LOCATIONS
ON THE PLANS IS NOT TO BE CONSIDERED AS _RF NONEXISTENCE OF, ORA DEFINITE
LOCATION OF EXISTING UNDERGRCON", U, IL "ES. ANY r,AMAGE -0 EX S-ING U-IL171ES
SHALL BE REPAIRED AT THE CONI FAITOR'S UfFENSE_
9. SERVICE TAPS (2 INCHES FOR WA'YFP. 41NCHP =UR. SAN, 1'A.RY SEWER AND 2 'NCH FOR
IRRIGATION) ARE REQUIRED AS IN:. - EO DN TH '.N.. FH,E CONTRACTOR SHALT_
COORDINATE THE EXACT LOCATION OF -HE
10, ALL WATER AND SANITARY SEWER ',A -FR ALR AN-, CCNSTP.UC-UN SHALL BE PER
CMDO STANDARDS AND SPECIFICATIONS CR MEET N_ BUILDING CODE, VOLUME
PLUMBING, AS APPLICABLE, SANITARY SEWER. P.PE = SDR 35 PJC
11. ALL PVC WATER PIPES SMALL BEAR THE NATIONAL SAl EATON FOUNDATION NSH)
SEAL OF APPROVAL
12. REVIEWAND APPROVAL U'-%iE HAMS -5 '.DT RELIEVE THE OWNER, CONTRACTOR.
00. DEVELOPER FROM MEETING ALL THE ROULIRFI-IT OF THE STANDARDS AND
SPECIFICATIONS OF CHARLOTTE MECKLDNBU'.J -1 D•EPA.%TMENT OR INC BUILDING
CODE VOLUME II AS APPDCABLE.
13 CONSTRUCTION OF DTII - LNES MAI NGT SEC 'I UNT.L ALL FEES ARE PAID, ALL
PERMITS ARE PRESENT ON SITE AND NQT FICA':ON CI CONSTRUCTION IS MADE TO THE
APPLICABLE PERMITTING AGENCIES Vv! -H THEIR POLICE,.
14. GRAVITYSEWEK SI -.ALL MEET ALL REQUIREMEN'S OI CHP.RLOTTE MECKLENBURG
UTILITY DEPARTMENT GRAVITY SEWER M'N N M DE GN P TERIA INCLUDING MATERIAL
INSTALLATION .AND TURING AND, INSM(TIONRIFIQJ RIPHENTS
IS DUCTILE IRON PPE (RED BF -ASS FOR 2 WATER - QU'REU FOR BOTH WATER AND
SANITARY SEWERLINES IF THL-FOLOW G CUA11NCFS ARE NOTMET.
WATER LINE CROSSING " E f NE'F R M
IBER ICAC Oft WA RINE ASCII, 'ElIFIR LNE.
O HORIZONTAL SEPARATION FUR VIAT ER -E 1ARI TO SEWER. L'NE
(OR IB' VERTICAL SEPARATION � PARA E D ESI
' FOP. WATER LINES i2" CLE A.RAR CCE WITT' STORM DEAN GAS MAIMS,
TELEPHONE DUCTS, AND UNDEP.GR(JL.IND CPBLES.
SANITARY SEWER LATERAL
_L N __G v A_LEC
i
J-
'NSTAL_ED HY 'TIL', ' J N' Ow •- OV 'Lr
L-ERAL Bi °_.;MBEF.
-- - o
l.E _
TO BE DL' OFF & C'LEIN L,uT . ' .T LED F_LSH MITI
_UE r
GRADE AF -ER
,'J,\'FACTOR
54A,1, DOORDINATE WITH OW[`i _n FGr>. ALTERNPTE PLUG
_
4' SAN, SNR.
AN. SV✓R. LATERA. PIPE �C Nr
_ Sr, A L..N
ASTM C3034 -SDR 35 PVC PI GEJ
4olys OR
STUB--' T2 (3E GJ. -CF - 3
LEAN -ALT ^_JG :NST:.L-==,
----
'M LDFt.
.tAn MJM SPACNG
%6.. HER FCO-
75 -E:.
�P11Cti RANI AR' EE —
(BY CRr
_ 4" 6 5-N, S.NR,
:'Y_ -"
_-
_- BEND
--N
_-
F X•111 5 E
STD. VrYE '.1.\Ily L 'Jk 1
7, FC:R 6^ AT.
SANITARY SEWER LATERAL
SERVER CLEANOUT
N.- S.
W
LU
z
ID
LU
W z
U
Lio z �
VO°
z
QLLLCL O
� vi z
�yz
J w -� c
W 0 N IJ
z
xm�
c3� -
r Ln
Jam^: y'7�4 ✓+ V
_L N __G v A_LEC
i
_1
ISA`.. S\VP 4 .F _PEE
ASTI; 34 SCR J
_
4' SAN, SNR.
JR F SAN R6R
_ Sr, A L..N
4olys OR
----
'M LDFt.
.tAn MJM SPACNG
%6.. HER FCO-
75 -E:.
SERVER CLEANOUT
N.- S.
W
LU
z
ID
LU
W z
U
Lio z �
VO°
z
QLLLCL O
� vi z
�yz
J w -� c
W 0 N IJ
z
xm�
c3� -
r Ln
Jam^: y'7�4 ✓+ V

11 PBn PAS L'4'
r HOLF'rAPFXED TO i Y'e' -..
ON RfVFAQ SOIL // -� s V.
xytbP
TIS
29 VI'
Lys I-YKif11.v eFVflEO
VY -
I Ve• Hyl_
GENERAL NOTES:
t .VL GS'i0JG5 SH.1 LIE !MIX Q uf", .+lh f N. TWRV Q(EY
CAST ROK T{ CM*NC ALV.. BL SMOOTH, TALE TO PATRRI AND
FREE FROM FRJECRDNS 5- IroLFS, W., W OMR DD£CR,
x ALL CO'W. F1C F STORM ceMl BLAYRWE4 Ri.V1 WA'✓F
pEYp,"JN5 "`-FORM
SEWER, HAMMY S t
NO DATE ' p6CRp qN sTRU-AWES 44V �. Y41VF 'SANi'AR: 4LN3' :AC' nN hEM
LLB ). TFf ACN x.52 rCY( TIt4 CRS .W+.41 C- TO THE
- �F 1)CATgMS P i`E MTM DFpGNA^.C: M8 FOM ' S
b TREY ROK ANFO%W.NTE K3(I�T. )E) PORAS.
COVER
APPROVED DATE
CHARL0lrE -- MECFLENBI'iZG I
LAND DE`;E1011MENT MANHOLE FRAME AND COVER _
rA\_DARDS --20.10
BAR
' - RPP<MICND
--
' PLAN
- sE3E VIEW
SIDE VIEW
> -PL ,HJ
COAWO;fE T ._ O SE USE) N SIMM,
ve• - _ <� � ' ;ExW nwwas
RETwore _ - z m
oATE-issavn."v
.-I '�- - - - ELEVAD-QN
-I- >P /<• R3EORUR: ST>9. NOT TO BB IISHII
-}. -- - N HAMMY SEWER.
EV'11,ON AFPRG`,'ED DATE _
CHARLOTTE MECIiLL+:NBLRG -- -
LAr:D
STANDARDS ° NDARD MEN DRAINAGE STRUCTURE STEPS - -
-- -- --- --I 20.12 J
NOTES.
- A NJJ*,JM OF 24= FROM OUTSIDE DIAMETER OF PPE TO SDE
OF TRENCH MUST BE ALLOWED FOR COWACTCX OF PLL
ARRTGULL. SACKRLNG OF TRENOES SMALL BE ACOAWIS-FD
R%VESXATELY AFTHA THE PPE IS UA. THE FE:. AROU'D THE
PPE SHALL BE PLACED N LAYERS NOTTO E(CFID 6'.
UNDER NO CACUP TANCES S`1AU. WATER BE PB2AY'FED
TO RL4 N UNBACI(`liLD TRBNCHO AFTER THE PPE HAS BEN
PLACED. CO.NPACT)ON REQUIREMENTS SHALL BE ATTAIN® BY
TtE USE OF AECHANICAI LAWS ONLY. EACH AND EVERY LAYER
II
OF BAOQEL SHAH BE PLACED LOOSE AND THOROUGHLY COAMACT® I.
INTO RACE
I Ali BACKFU MATERIAL SHALL HAVE AN N PLACE COMPACT® DE 45FTY OF 91
3. STANDARD PROCTOP, THE FNAE 2' BELOW "HED QRADE SMALL K W
4, ALL TRBNO'NG OPERATIONS SHALL MEET OSHA STANDARDS,
5. BACKHUL MATERAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL
--OL'I5RF DAIETIR -
IT
_ \
REVIWOILS t6' AVO '
NO. DAR_}._ 16OfPT1pN _.'2) y IR
PUCED�
ON SLPTASiF MAIERW. APPROVED DATE
CHARLOTTE - MECKLENBURG TRENCH DETAIL
LAND DEVELOPMENT
STANDARDS FOR STORM DRAIN PIPES 20.254
FNSH® <RY)E
-A-
ATKINX
-----------
FROM
L _
RIM
INVERT
t
ID
'f0
RIM
PIPE T
- I DIAMETFR�
I LENGTH
INVERT I iln? j
LFt) I
SLOPE
(%)
RCP
STEPS TIiBtNG N L'LVHISK)N5, -... I..._
- �
�
630.21
MH -2
633 50
625.31
GNiG.AUTKAN, OR MATBRUIS
TlIoR'PRO SHOWN MAY ALSO
m
2.42
RCP
•"
` All MORTAR K)NTS TO BE V2' (a,'-1 VB' IIS
a US
EE L5p DDE THE c"TNIRACCA
p d
t
All FIP03B"2 )DINTS WILL B CONCAVE TCKIID.
D
27.3 I
3. ALL RAGE SHALL BE FORAIED.
FURNISHED
HAS FLRhL7Gl OETAAS Ci THE
PRDP'J59 STEPS RVA HAS REGR8:
WA.RTTN APPWOVAL KoM TAE
-
4. ALL CONCRETE TO BE 3600 PSL COMPRESSIVE
STREJGTHL
632,00
4-
nFPRDPILATE Gr'r/CDUNTY
de
'^ - - s' -B• -
STRUCK EVEN WITH THE INSIDE WALL,
CROUTED AND BRUSF® SMOOTH
1
AU,ST.AJ=
6 MANFKKES OVER 3'-6' N DEPTH SHALL
M, H-5
635.10
BE PROVIDED WITH STEPS T-2" ON CENTERS.
.ALL. ST'S" YAu PROTWIAE
D
Y �.
Oar ��r
7 STEPS TO BE N ACCORDANCE WITH STD, 20.12
rY 1
_
4• FI DM INSIDE, FAQ: OF STRUCT-RE
RCP
P:"H-6
PLAN
iua
_AN
,
625.59 '
6r
I-
SLOE VIEW
0.80
ONC� -,merle 9-A'
PPF
MH -7
-_
_.ELEVATlO_N-
�
1,�,��
MH -8
aEvrivDNs
NO DART
65A
-
-1ELEV
RCP
I --
SECTION X -X
APPROVED DATE
j�
CIIAR LOTTE - MECKLENBURG
634.88
624.59
LAND DEVELOPMENT
BLOCK MANHOLE 15" THRU 36" PIPE
110N
RCP
MH -9
---
627 75
20.09
534.88
BAR
' - RPP<MICND
--
' PLAN
- sE3E VIEW
SIDE VIEW
> -PL ,HJ
COAWO;fE T ._ O SE USE) N SIMM,
ve• - _ <� � ' ;ExW nwwas
RETwore _ - z m
oATE-issavn."v
.-I '�- - - - ELEVAD-QN
-I- >P /<• R3EORUR: ST>9. NOT TO BB IISHII
-}. -- - N HAMMY SEWER.
EV'11,ON AFPRG`,'ED DATE _
CHARLOTTE MECIiLL+:NBLRG -- -
LAr:D
STANDARDS ° NDARD MEN DRAINAGE STRUCTURE STEPS - -
-- -- --- --I 20.12 J
NOTES.
- A NJJ*,JM OF 24= FROM OUTSIDE DIAMETER OF PPE TO SDE
OF TRENCH MUST BE ALLOWED FOR COWACTCX OF PLL
ARRTGULL. SACKRLNG OF TRENOES SMALL BE ACOAWIS-FD
R%VESXATELY AFTHA THE PPE IS UA. THE FE:. AROU'D THE
PPE SHALL BE PLACED N LAYERS NOTTO E(CFID 6'.
UNDER NO CACUP TANCES S`1AU. WATER BE PB2AY'FED
TO RL4 N UNBACI(`liLD TRBNCHO AFTER THE PPE HAS BEN
PLACED. CO.NPACT)ON REQUIREMENTS SHALL BE ATTAIN® BY
TtE USE OF AECHANICAI LAWS ONLY. EACH AND EVERY LAYER
II
OF BAOQEL SHAH BE PLACED LOOSE AND THOROUGHLY COAMACT® I.
INTO RACE
I Ali BACKFU MATERIAL SHALL HAVE AN N PLACE COMPACT® DE 45FTY OF 91
3. STANDARD PROCTOP, THE FNAE 2' BELOW "HED QRADE SMALL K W
4, ALL TRBNO'NG OPERATIONS SHALL MEET OSHA STANDARDS,
5. BACKHUL MATERAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL
--OL'I5RF DAIETIR -
IT
_ \
REVIWOILS t6' AVO '
NO. DAR_}._ 16OfPT1pN _.'2) y IR
PUCED�
ON SLPTASiF MAIERW. APPROVED DATE
CHARLOTTE - MECKLENBURG TRENCH DETAIL
LAND DEVELOPMENT
STANDARDS FOR STORM DRAIN PIPES 20.254
FNSH® <RY)E
STORM DRAINAGE NOTES
1) RM ELEVAI:ONS ARE GIVEN TO THE EDGE O F ASPHALT OR AT FINISHED GkADE:N
UNPAVED AREAS.
2) RIM ELEVA-: CNS GIVEN ON :. -HESE FLANS ARE .OPPROX MATE AND ARE °OR
INFORMATIONAL PURPOSES ONLY ACTJAL RIM ELEVATONLS SHALL BE DETERMINED BY
CONTRACTOR AND ADJUSTED 70 MATCH FIELD CONDITONS.
3) COORDINATE ALL CURB AND STREE- GRADES AT INTERSECTIONS W:THIASPECTOR
4 APPROVAL OF THS FUNK IS NOT AN AUTHORIZATION TCG
RADE ADJACENT PRCPE0..T.'ES.
5) 'N ORDER TO ENSURE PROPER DRAT NAGE KEEP A MINIMUM OF 0.50 % SLOPE ON -HE
CURB.
6) CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAK:NG
BY CITY ENGINEER. ASSOCIATED STORM DRAINAGE MAY A150 REQUIRE HOOP CATION!
BASED UPON FIELD CONDITIONS,
71 THE PURPOSE OF THE STORM DRAT NAGE EASEMENT IS -0 PROVIDE STORM WATER
ONVEYANCE AND ANY STRUCTURES AND OR OBSTRUCTION TO S70RM WATER FLOWS
PROHB TED,
B) CONSTRUCTION SHALL RE IN ACCOR-ANCE WITH CHARLOTTE MECKLENBJRG UTILITY
DEPARTMENT STANDARD SPECT ICAT.ONS, CHARLOTTE-MECKLENBURG IAN,'
DEVELOPEME VT STANDARDS AND SPEC FICA -IONS, AND ALL OTHER CITY, STATE AND
FEDERAL REG'_ILATIONS ANDICR S. ANDAi P.S.
9) ALL SHORE JG SHALL BEN ACCORDANCE TO OSHA TRENCHING STANDARDS AR,. j92,,
SUBPART P, AS AMENDED.
0) CONTRACTOR SHALL VERIFY LOCAT C N AND DEPTH Of ALL UN.KGRCJNC U:I.:TIES
PRIOR TO CONSTRUCTION
I) IF PROPOSED UTILITIES S.NST ALLELI -WN 12 INCHES, HORIZONTAL OR \ R: C H
FROM A GAS MAN THE CONTRACTOR SHALL NFORM PIEDMONT NATURAL GAS COMPANY
604) 525-5585 `
12i ALL PERSONS OR AGENCIES DO NG WCR:< IN THE PUBLIC STREETS, HIGHWAYS 01
HJBLIC RIGHTS OF -WAY ARE RESPONSIBLE `OR OBTAINING ALL NECESSARY PERM 75
COORDI NATINU THE WORK. .1-H ALL AFFECTED GOVERNMENT AGENCES AND U I ',ER
AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO TH,E
WORK.
3) RESPONSIBILITY FOR THE INSTALLA ON AND MAINTENANCE OF ADEQJATE SAFE-,-
DEVICES
AFE"
DEVICES FOR THE PROTECTION OF TI -C F -RIC, -ME WORKERS, AND GENERAL PIC-ECTIUN
OF THE WORK SHALL REST 'W ITH THE CONTRACTOR DOING THE WORK.
14) ALL IANE CLOSURES THAT ARE REQ,.IRED SHALL FOLLOW THE UNIFORM TRAFFC
CONTROL MANUAL AND/OR WAT.G:-. MANUAL AS APPLIG E.
"
15) SUBSURFACE DRAINAGE FAC
TIL ES MAI BE REQUIRED IN THE STREET RIGH: -CF `.VA Y :L
DEEMED NECESSARY EY THE INSFCC'OR
161HIGI-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED W ITHN
EX. 1
STING OR, PROP05ED PUBLIC RIGHT OF WAY MUST BE APPROVED BY THE CI FTS
INSPECTOR PRIOR TO ANY BACKFILL BEI NG PL.ACEO, BACKFILL MATERIAL MUST RE
APPROVED BY THE CITY NSPEC-OR PRIOR -0 PLACEMENT OF THE MATERIAL WITHIN T`IF
PUBLIC STREET RIGHT-OF-WAY,
IE\N FINISHE ..pN'Q SSHOWN ARE I'GP PA N NAREAS DRE'. EvE
PAVEMENT AND TOP OF TOPSCIL IN AREAS TO BF SEEDED,
) GRADING CONTRACTORS SHALL NOTI Y AN GOFER W .ALL .
COMPANIES OR FIRMS HAVING FACILITIES ON OR A;JACIJNT7071E S t. e F
IS-JRBING ALTERING. REMOVING, RELOCA G ADjLSTiNORCONNEC-AD
AC,-T'ES. CONTRACTORS SHALLPAY ALL STS
O N C !i RA .ON
E R RELOCATION OF THE RED TO
MATCH
F;N..0 - D 5 A RA k Y [,PE OF
f X15 LNG MANHOLES AS EQU REC Tp MATCH ! SHED G ... F
1% GRADING CONTRACTOR SHALL COO-ERATEANOWO K ITIH .. C-
CONTRACT RSPERFORKNG WORK ON THS PROJECT TC %UR PR PR AN:HELY
COMPLETION OF THIS PROJECT
20) HEGRADIN.;CONTRACTORSNA.LJSEWHATFVERM.A, R 'RE -
O
PREVENT SILT AND CONSTRUCTION DEBRIS FROM l AIE, 14 V J A R P'ROPER,:_;.
CONTRACTOR SHALL COMPLY CES LOCAL STATE ANSI FED RA ERC. C ROSS PRT
CONTROTATION L
UREA PONDCOMPLETION
CONTRACTORSHALL FERMA NML-VEA TGE IAC\ BOSON
CONTROL STRICTURES UPON COMPLETION SE E ERMINE tTA DRAINAGE A E" AND
NOT BEFORE ALL AREAS DRA'NING ,HTO THEE RUCTUR ARE LF C,.IJ. Ll iABIL:ZED.
1'),CR ANY WORK ON THE STAT OR CITY FVCHT-01-WAY, THE GRAD C✓NTRACTOR
SHALL
A) NOT STORE MATERIAL EXCESS DIRT OR
EQUIPMENT IN THE RIG'IT OF.WAY
IN CASE OF MULTILANE H CHWA' ;. TH
PAVEMENT SHALL BE REP 'FREE FROM ANY MUD
OR EXCAVATION WASTE FROM TRUCKS OR 071 ER.
EQUIPM N-. ON COMPLETION OF THE WORK ALL
EXCESS MATERIAL SHALL BE REMOVFD FROM THE
R CHI OF WAY
B) PROVIDE ALL NECESSARY AND AU!zCHATE SAFETY
PRECAU .ONS =JCH AS SIGNS FIAGS LIGHT
BARRICADES AND FLAGMEN AS REQUIRED BY THt
LOCAL AUTHORITIES AND IN ACCOROANCEWTH
HE MANUAL ON UNIFORM RA. MC CO. :. ROL
DEVICES INE GRADING CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR AND HOLD HARMLESS
THE CITY O` CHARLOTTE, T,E STATE OF NOR FH
CAROLINA, THE ARCHITECTENCINEEP., AND THE
OWNER FROM ANY CLAIMS FOR DAMAGE DCNE'O
EEX.STING PKIVATE PROPERTY. PUBLIC JTL-TFS,
OR TO THE TRAVELING PUBLIC.
C1 VERFIY AMDIOR OBTA N ALL NEEDED ENCROACHMENT
PE RM:TS BEFORE WOR HIS B GIN.
22) GRADING CONTRACTOR TO COMPLY W I H ALL STATE AND LOCAL SED YEN'
CONTROL AND AIR. POLLUTION ORDINANCES OR RULES
23ICON-RACTOR SHALL IMPORT SJ`F�CIEN MA-CRAL TC OML ,V,-,, -NO
ADDITIONAL COST, IN'FIE EVEN, Or A SHORTAGE OF STRUCTURAL -L.
2-)
2. -ON'FACTOR TO COORDINATE E ALL WORK WITH ^t HER L ' J:-I1117ONSNOT
COVERED IN THESE PLANS (ELECTRIC, TELEPHONE GAS CAGE 7C) AN: AL : W FOR
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED
5) CON-RACTQR SHALL REPAIR OR REPLACE IN k NC AN1 DA C - ..IAT O ' AS
RESULT OF HIS WORK.
26) ALL..(NEAR FOOTAGE FOR ALL PIPES ARE APPROXIMATE, ACTUAL 5?A Er QUANT ITES
MAY VARY.
PIPE
-A-
ATKINX
-----------
FROM
L _
RIM
INVERT
t
ID
'f0
RIM
PIPE T
- I DIAMETFR�
I LENGTH
INVERT I iln? j
LFt) I
SLOPE
(%)
RCP
MH -1
637.77
630.21
MH -2
633 50
625.31
' 202.4
6
2.42
RCP
XX
` All MORTAR K)NTS TO BE V2' (a,'-1 VB' IIS
/
p d
t
All FIP03B"2 )DINTS WILL B CONCAVE TCKIID.
D
27.3 I
3. ALL RAGE SHALL BE FORAIED.
4.69
RCP
4. ALL CONCRETE TO BE 3600 PSL COMPRESSIVE
STREJGTHL
632,00
4-
5. All PPE N STORM DRAIN STRUCTURES SHALL 9E
PART SECTION )L-A
'^ - - s' -B• -
STRUCK EVEN WITH THE INSIDE WALL,
CROUTED AND BRUSF® SMOOTH
1
SECTION ON
6 MANFKKES OVER 3'-6' N DEPTH SHALL
M, H-5
635.10
BE PROVIDED WITH STEPS T-2" ON CENTERS.
MH -6
Y �.
Oar ��r
7 STEPS TO BE N ACCORDANCE WITH STD, 20.12
I
IePE
B FOR RNC AND COVER SEE DETAIL 20.10.
RCP
P:"H-6
634.80
626.12
MH -7
635 30
625.59 '
66.3
36
0.80
ONC� -,merle 9-A'
PPF
MH -7
I
�
1,�,��
MH -8
aEvrivDNs
NO DART
65A
-
Y -�
RCP
I --
SECTION X -X
APPROVED DATE
j�
CIIAR LOTTE - MECKLENBURG
634.88
624.59
LAND DEVELOPMENT
BLOCK MANHOLE 15" THRU 36" PIPE
STANDARDS
RCP
MH -9
633.57
627 75
20.09
STORM DRAINAGE NOTES
1) RM ELEVAI:ONS ARE GIVEN TO THE EDGE O F ASPHALT OR AT FINISHED GkADE:N
UNPAVED AREAS.
2) RIM ELEVA-: CNS GIVEN ON :. -HESE FLANS ARE .OPPROX MATE AND ARE °OR
INFORMATIONAL PURPOSES ONLY ACTJAL RIM ELEVATONLS SHALL BE DETERMINED BY
CONTRACTOR AND ADJUSTED 70 MATCH FIELD CONDITONS.
3) COORDINATE ALL CURB AND STREE- GRADES AT INTERSECTIONS W:THIASPECTOR
4 APPROVAL OF THS FUNK IS NOT AN AUTHORIZATION TCG
RADE ADJACENT PRCPE0..T.'ES.
5) 'N ORDER TO ENSURE PROPER DRAT NAGE KEEP A MINIMUM OF 0.50 % SLOPE ON -HE
CURB.
6) CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAK:NG
BY CITY ENGINEER. ASSOCIATED STORM DRAINAGE MAY A150 REQUIRE HOOP CATION!
BASED UPON FIELD CONDITIONS,
71 THE PURPOSE OF THE STORM DRAT NAGE EASEMENT IS -0 PROVIDE STORM WATER
ONVEYANCE AND ANY STRUCTURES AND OR OBSTRUCTION TO S70RM WATER FLOWS
PROHB TED,
B) CONSTRUCTION SHALL RE IN ACCOR-ANCE WITH CHARLOTTE MECKLENBJRG UTILITY
DEPARTMENT STANDARD SPECT ICAT.ONS, CHARLOTTE-MECKLENBURG IAN,'
DEVELOPEME VT STANDARDS AND SPEC FICA -IONS, AND ALL OTHER CITY, STATE AND
FEDERAL REG'_ILATIONS ANDICR S. ANDAi P.S.
9) ALL SHORE JG SHALL BEN ACCORDANCE TO OSHA TRENCHING STANDARDS AR,. j92,,
SUBPART P, AS AMENDED.
0) CONTRACTOR SHALL VERIFY LOCAT C N AND DEPTH Of ALL UN.KGRCJNC U:I.:TIES
PRIOR TO CONSTRUCTION
I) IF PROPOSED UTILITIES S.NST ALLELI -WN 12 INCHES, HORIZONTAL OR \ R: C H
FROM A GAS MAN THE CONTRACTOR SHALL NFORM PIEDMONT NATURAL GAS COMPANY
604) 525-5585 `
12i ALL PERSONS OR AGENCIES DO NG WCR:< IN THE PUBLIC STREETS, HIGHWAYS 01
HJBLIC RIGHTS OF -WAY ARE RESPONSIBLE `OR OBTAINING ALL NECESSARY PERM 75
COORDI NATINU THE WORK. .1-H ALL AFFECTED GOVERNMENT AGENCES AND U I ',ER
AND INFORMING OCCUPANTS OF ADJACENT PROPERTIES OF ACCESS IMPACTS DUE TO TH,E
WORK.
3) RESPONSIBILITY FOR THE INSTALLA ON AND MAINTENANCE OF ADEQJATE SAFE-,-
DEVICES
AFE"
DEVICES FOR THE PROTECTION OF TI -C F -RIC, -ME WORKERS, AND GENERAL PIC-ECTIUN
OF THE WORK SHALL REST 'W ITH THE CONTRACTOR DOING THE WORK.
14) ALL IANE CLOSURES THAT ARE REQ,.IRED SHALL FOLLOW THE UNIFORM TRAFFC
CONTROL MANUAL AND/OR WAT.G:-. MANUAL AS APPLIG E.
"
15) SUBSURFACE DRAINAGE FAC
TIL ES MAI BE REQUIRED IN THE STREET RIGH: -CF `.VA Y :L
DEEMED NECESSARY EY THE INSFCC'OR
161HIGI-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED W ITHN
EX. 1
STING OR, PROP05ED PUBLIC RIGHT OF WAY MUST BE APPROVED BY THE CI FTS
INSPECTOR PRIOR TO ANY BACKFILL BEI NG PL.ACEO, BACKFILL MATERIAL MUST RE
APPROVED BY THE CITY NSPEC-OR PRIOR -0 PLACEMENT OF THE MATERIAL WITHIN T`IF
PUBLIC STREET RIGHT-OF-WAY,
IE\N FINISHE ..pN'Q SSHOWN ARE I'GP PA N NAREAS DRE'. EvE
PAVEMENT AND TOP OF TOPSCIL IN AREAS TO BF SEEDED,
) GRADING CONTRACTORS SHALL NOTI Y AN GOFER W .ALL .
COMPANIES OR FIRMS HAVING FACILITIES ON OR A;JACIJNT7071E S t. e F
IS-JRBING ALTERING. REMOVING, RELOCA G ADjLSTiNORCONNEC-AD
AC,-T'ES. CONTRACTORS SHALLPAY ALL STS
O N C !i RA .ON
E R RELOCATION OF THE RED TO
MATCH
F;N..0 - D 5 A RA k Y [,PE OF
f X15 LNG MANHOLES AS EQU REC Tp MATCH ! SHED G ... F
1% GRADING CONTRACTOR SHALL COO-ERATEANOWO K ITIH .. C-
CONTRACT RSPERFORKNG WORK ON THS PROJECT TC %UR PR PR AN:HELY
COMPLETION OF THIS PROJECT
20) HEGRADIN.;CONTRACTORSNA.LJSEWHATFVERM.A, R 'RE -
O
PREVENT SILT AND CONSTRUCTION DEBRIS FROM l AIE, 14 V J A R P'ROPER,:_;.
CONTRACTOR SHALL COMPLY CES LOCAL STATE ANSI FED RA ERC. C ROSS PRT
CONTROTATION L
UREA PONDCOMPLETION
CONTRACTORSHALL FERMA NML-VEA TGE IAC\ BOSON
CONTROL STRICTURES UPON COMPLETION SE E ERMINE tTA DRAINAGE A E" AND
NOT BEFORE ALL AREAS DRA'NING ,HTO THEE RUCTUR ARE LF C,.IJ. Ll iABIL:ZED.
1'),CR ANY WORK ON THE STAT OR CITY FVCHT-01-WAY, THE GRAD C✓NTRACTOR
SHALL
A) NOT STORE MATERIAL EXCESS DIRT OR
EQUIPMENT IN THE RIG'IT OF.WAY
IN CASE OF MULTILANE H CHWA' ;. TH
PAVEMENT SHALL BE REP 'FREE FROM ANY MUD
OR EXCAVATION WASTE FROM TRUCKS OR 071 ER.
EQUIPM N-. ON COMPLETION OF THE WORK ALL
EXCESS MATERIAL SHALL BE REMOVFD FROM THE
R CHI OF WAY
B) PROVIDE ALL NECESSARY AND AU!zCHATE SAFETY
PRECAU .ONS =JCH AS SIGNS FIAGS LIGHT
BARRICADES AND FLAGMEN AS REQUIRED BY THt
LOCAL AUTHORITIES AND IN ACCOROANCEWTH
HE MANUAL ON UNIFORM RA. MC CO. :. ROL
DEVICES INE GRADING CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR AND HOLD HARMLESS
THE CITY O` CHARLOTTE, T,E STATE OF NOR FH
CAROLINA, THE ARCHITECTENCINEEP., AND THE
OWNER FROM ANY CLAIMS FOR DAMAGE DCNE'O
EEX.STING PKIVATE PROPERTY. PUBLIC JTL-TFS,
OR TO THE TRAVELING PUBLIC.
C1 VERFIY AMDIOR OBTA N ALL NEEDED ENCROACHMENT
PE RM:TS BEFORE WOR HIS B GIN.
22) GRADING CONTRACTOR TO COMPLY W I H ALL STATE AND LOCAL SED YEN'
CONTROL AND AIR. POLLUTION ORDINANCES OR RULES
23ICON-RACTOR SHALL IMPORT SJ`F�CIEN MA-CRAL TC OML ,V,-,, -NO
ADDITIONAL COST, IN'FIE EVEN, Or A SHORTAGE OF STRUCTURAL -L.
2-)
2. -ON'FACTOR TO COORDINATE E ALL WORK WITH ^t HER L ' J:-I1117ONSNOT
COVERED IN THESE PLANS (ELECTRIC, TELEPHONE GAS CAGE 7C) AN: AL : W FOR
THEIR OPERATIONS AND CONSTRUCTION TO BE PERFORMED
5) CON-RACTQR SHALL REPAIR OR REPLACE IN k NC AN1 DA C - ..IAT O ' AS
RESULT OF HIS WORK.
26) ALL..(NEAR FOOTAGE FOR ALL PIPES ARE APPROXIMATE, ACTUAL 5?A Er QUANT ITES
MAY VARY.
PIPE
ID
FROM
L _
RIM
INVERT
t
ID
'f0
RIM
PIPE T
- I DIAMETFR�
I LENGTH
INVERT I iln? j
LFt) I
SLOPE
(%)
RCP
MH -1
637.77
630.21
MH -2
633 50
625.31
' 202.4
42
2.42
RCP
MH -2
633.50
625 31 6
MH -3
632.00
624.03
27.3 I
42
4.69
RCP
MH -3
632,00
624.03 T
H✓IJ-4
624,00
624.00
52
42
0.58
RCP
M, H-5
635.10
627.51
MH -6
634.80
626,12
247.8
36 I
0.60
RCP
P:"H-6
634.80
626.12
MH -7
635 30
625.59 '
66.3
36
0.80
RCP
MH -7
635.30
625.59
MH -8
635.20
624.93 I
65A
36
1,01
RCP
Pv1H-8
635.20
624.93
MH,.10
634.88
624.59
33.4 1
36
6
1 02
RCP
MH -9
633.57
627 75
M1H-10
534.88
624.59
316.0 I
24 I
00
RCP
MH -'10
53.A88
.
7 "G
6�4,b.. )
A AH -':1
634.50
624.08
51.4
42
0.99
RCP
MH -11
634.50
1 624.08 i
HVV-12
624.00
624.00
15.0 j
42
00.53
I
W
/W
V
z
W 1
W z En
UO° z
V
rd
.� u Q
r
Lu z Q
U
ce cT
UJ
Ln ' Q
Z u
0
J Is Ln
-Y
!O
>�'J"-
<o!n c,
'
EL LY�y_
ii•

z
LLE I
/ a
N, i o
_ -
I z� I -----
_
1 i
BE
REMOVEDAO
TYF.
_
4.
pi�
-
-
v u�
\ 2! G LF OF CULVERT", t;
210
TO BE REMOVED
--- - - - -
i6$3 LF OF CUC.VEFT
U
.. ., TO BE fiE;40V�D z I
'I
,� �''� \•.�, A .� �. \F �V DUKE POWER POI E !'0 BE
V A -A CAT ED BY OTHERS. TYP.
y � I I
i
_. ._.. - REMOVED BE
\
REMSTORMOVED,
ITJLET TO BE H�
a
t ,
r�
I i v
i
-
- ��o _ � I� peg •
r -EX. TREE TO BE � Z -
I \ g \
REMOVED, TYP.
I Itz
v _ / z
EX. STORM PIPE TO BE REMOVED.
M
s- COORDINATE STORM DEMOLITION WITH "
\ - PROPOSED DRAINAGE IMPROVEMENTS TO <
MAINTAIN POSITIVE DRAINAGE, TYP.
�I
Q/
EX. STORM PIPE TO BE REMOVED
V � COORDINATE STORM DEMOLITION WITH
PROPOSED DRAINAGE IMPROVEMENTS TO YP '
MAINTAIN POSITIVE DRAINAGE TYP. URB TO BE L REMC i'
\\;
'- - - ---- - - � WALL TO 8E REMOVED C v�L r
1
i
i vA wLu
uj
_
i
ujS
---- - _ \-EX. SIDEWALK TO BE — —�LU
FEMA FLOODWAYRFMGVED, rF.
I ENCROACHMENT LINE
*
y
I
V
Lu
r,AG�
V r
—
m CL
-LU Qz c
OCOMMUNITY ENCROACHMENT
LINE
FEMA FLOOD FRINGE LINE ' ! V �' E
FUTURE CONDITIONS
FLOOD FRINGE UNE ^� Z
v'.
y
i I LEGEND i
1
— I
' EXISTING UNDERGROUND EiFC'ftK - -'
EXISTING GAS -MAIN -
i' EXISTING OVEkl-.EAD ELECTRIC-
EX.STING4. SAN A ,` SFWER -__-
/-- - EX. ST'. NGCt WA -ER MAIN
EXIST,NG CABLE LINE
I EXIS `!G S -04M DRAINAGE _ / / /f /
1 EXiS NG STORM TC BE REMOVED / ..
Q EXISTING TREE -0 BE REMOVED
Z I
Z 0 I. EY,STINGSIDEWAUCTO BEREMOVED ✓��.. —^V
EXISTNG CJLVERT-00E?EMOVED 3
i�- AKIN_
y EXIS-ING STORM ST. RUC -UREIC BE REMOVED i L } -
I� EXIT NG POWER POLE 70 BE-------- X IGS G iG 2G 4G
4
kEMOVED BY OUKE POWER

-LAN SO EDULE
Qnty
c e.'f, tiame
PJame
�f::CJJ.:S T:'e25
m.
tom enU
X
Aesculus °avf,;.a
Bottieb�usi Eu.keye -
IS"^:m
.:ol
Qnty
S -me
.,mo^ ^.ane
Sae
W t.h a'azel
X
X
A Cr r c e ,"
Servicene ry
2 ca man
-e
(i
---
X- _
_
Bet, a n' m_
-
•;
X
l-
^;
X
C 's. s... a _
-_-
A ne�can -Ion' cear^.
3 c In.
-. _--_-- -
Ma.che n e
J
X
Cez c a eco_3
Redo c
m:
3 ca o
le S
.--
LU
Z
r-getree
2"ca!. r I
5�.,_m2...
-
X
-.-d- T
__-
'.p P-:,
3 a r
N c,e°
JX
W d
sa.,y. sate _
ElaocTieo
aca r
Ma.c-ec5 _c -e-
e
Z
X
x
Oxy- d. 'r. anore,.m
Sourwcoo
3 a_
S'ec
!�^..
X
Q e as
WnRe ^ax -
T-
gat hed Sae e - _— -� --
--
X
Q etc sw
Wlllo 0-
3 -..
MatC^ed er
__
74"ht mlr.
160
Q e cas nr�s
M„rall Oa<
6
^'':atcred v ' e^
.
X
axod u... _s�, h'ro _ - _
Ba:d Cy,ress
aca r -
- Natcre .,;ec- e
ee�ree Trees
-
um de U
- Aro ocd Vlb.:num
Symbol
Q-ty
See tic bane
mmo. %ame
S.ze
omrre s
,r
X
Mag -le org, z
veetoay f agrol,
6 t
M ,caeJ S
--
Sze
X
^9y ca cen._rl
'dvax My -le
8 :,.
acted c -
s
X
XXX
XXX
S ^'i r.
,Zred 5- -3'
�
X
XXX
--_XXX
8 h, mi^.
a:_,e� S - ,en
5 a,bd
ny-
Qnty
c e.'f, tiame
PJame
Size Comme,s
m.
tom enU
X
Aesculus °avf,;.a
Bottieb�usi Eu.keye -
IS"^:m
X
Aga,m ;o -_I frl
Oda Le—td°e
rm,ce g
W t.h a'azel
X
Agarsta zot..' I. 7a -T .,,
Iwai Fbrca '_e -t-
--
�,}
X
C Ilea ra ame a s
A-- B-ty'rter-y
•;
X
Cayce ti,, fo d
Sweet -b
o
X
eth.
me ,weet C'et-
' 6
i
X
:"o ,..,
ucv Doewood
Wrt 9o0a Anise-ree
S ---
Sym-'
Q' y
!t
Co.. o Name
S=e
m.
tom enU
C
X
-prc-n --
Wt h Alder
-x
X
rm,ce g
W t.h a'azel
LLJ
LU
da;geze a
O ak eaf Hyewgea
e'
h
X
or
---
-
"berry
u
�fi3
o
X
_x ve vc la a
C—ct 'Whter,ery
6 t
X
c da m'A;a'
Wrt 9o0a Anise-ree
---
LU
Z
X
e.-
V.rg ria Sweetspire
-
X
-
n sa _aro,ina
_
CaroGra Rose
W d
X
�+ N r
Z
X
=,e=,et {e' mer
x
cc e roc '- S.
g
D g root o 're At --
--
----
'v
X
a ., n c
-_
y
ni h h B ex
g
__
74"ht mlr.
X
. _ x ooh. e
- ', '..o,cy
Earkvood Vlb.inun
-.
Xro
d ..
-
Davd V-,
_-
um de U
- Aro ocd Vlb.:num
,t ,
_X
-v opy':<T
_eatne.lezf Vits-u.^r
3-
G-d Coves
S,,bol
x
s e
Qnry
-s+aa_a
_
}._ N -e
"occa
Co mor Na-
--
Sze
Co-e-
o ,ensX
x
"Y
. 'ay s Sedge
X
o:o+ a nuc .e Ga-denr
Comoad Fl-
X
aced c pJ. a
_—___--
P. -e Co Fo e-
X
Blao<Fy_e S,,sa-
4 oc
,.
X
o,n „r aro:
River Oas
2 gal.
'
Xs�
t b rose
Bjttediyweed
1 a sr, r. ^
a' c'-
_
4
a,
12' ,,.c
-
X
ceur
ae pye Weec
c.
X
r' _ -srchadcs _
Ci, stmazFe'^
V re<
Synbo' _Qnti
e c re
Co o Naze
aze
Corers
X
tis arr->.
Eve^g _er
X
_
Trac.rE�csa ren :zsm:nr,c�s
Confederate jasmine
...
__.
iOCq
I
I
!
' m
i U
I oN
i
U
U o
°
L B
LLJ
LU
h
iz
Z Z
U.
I
u
�fi3
o
s
g y
;
G
y�
it
s
z a�
I
N
--� ---------
-----
4
f
5^.
�r
r
r �r311� �tP T-'1= ''F' v�� �. �--� .i I � - � � 'nws'�'aE� �-1 ���-, \ - _... _ - J .. �� _�'� \ _ ,✓'ham , �i . _ _ . . �
pRIVE
K1AGS
w' a
may_i 3SP
�. 4ENtLW0R1H AVENUE � €
— z
0
o- EE
9 L Y O
lo6 Iv
30' e' 39 60' 120 3
'-------_P_ _ - - ' z
? Z
L B
LLJ
LU
h
I
o
WLLJ
�s
LU
Z
z
O Z
Z
W d
�+ N r
Z
Z
LU ®'z
CL
V)
('j ��z
I- z
w
O
— z
0
o- EE
9 L Y O
lo6 Iv
30' e' 39 60' 120 3

I
i
I
I
la
la
Z
=I
u
j
�.I
�7O B
TREE PLANTING
1
7 MIXED BEDS--- ,' -�� �- -, � - ON ASLOPE
- i SPECIES TO
MATCHMOREHEAD
/ STREETTREE
EM TREE
LAWN AREA
1<1
7777
- - 77 �7
r
V
Irl ESPLANADE TREE-_
NUTTALL OAK, TYP.
p _
StiRUB PLANTING �3� % ES1v4'T w 4 - s . TOP
cq _
MIXED BEDS--_ Ci", ..� i :✓" r _ `- ts..„^"_''\_
i
r
TREE PLANTING ✓if i ��r s. �Sas� ;
c
LAWN
,
lKL
_
i
i
KINGS DRIVE
R/W
I
lix
_ `_.
10' d I0 20' 40' '
z
O
w.:�lYJr 'w
•
Z
Vo
U-1
E
LU
E o.m
0
m
l7
LU
n
z
O
w.:�lYJr 'w
U-1
LU
LU
L V
of s
u07
z
ce F-
4`
` w
N
D w z
-
z
g
V)
Lu pm
u
~moi
z
EL
z
O
w.:�lYJr 'w

N

KINGS
a
z
z
z
u
xl�
u r,
UKIvE;
w
Z €
/oo- 4r
40
'spa g4pps...
N
Z
? C i
C5'
aQ nP
CU°
si
Z
`U
W
z
O
W
W J
z
U0
Q LU
UNC
Lu z Z
vi ,g
CifCL
LLiaIj x L7
�V)z
J Z
Y
u
E a
-
rJ # oo
� U

z
0
z
AN
V
10, 11 20' 40'
c 4
U
0-�
NOR
�)
z
U7
Z
LU
LLJ
Z
0
LU
LU
u
C�aC z
oz
U
Lu
(A
Z
Lu;�
Ul L. 6 g
u CL
Lu®0
_jZ
z
z z
CL

TRIANGULAR SPAC NI G IFOR.
SHRUBS AND GROUNDCOVERS
-- - -"-p-
�;C-8. ti LAN -
? AN
".iANDS p -
KPJv..Jll n.,oEL'
�C` E
6C: WIR
OF O 9
7 �T pTT
c LB `i, veesze scerscretlee
d p - nylon Nr,e `TT. root oal:
r
5 tl I 'Pne
V o
r
a11, M n
F k
v/ 2 �' . DK Al WIkE
111'�\�/ ILI— CY2'EA­'_C_S'AKzS
\
\\ Z/_
>0 1OSCA�
MULTI -STEM TREE
\r _
T PLAY :N PREPARED 3ED a5 IOV,N.
A ­IVC Ao SPECIFIED, PE CHEDlJCGERED ROWS
"IN MUM S R DDED HARD WOOD P'., Ch'
I Z '4'>( AS _._ I
- JI - CRApE
F
r m=
GROUNDCOVER PLANTING
SECTION -- - -- ---
N. 0 TO SCAL
AL NG
wEENJ A `h
1� T' _ AROU'vD •HRCB BEL , -N R12CGA, . Sl'SEM
'Dr=- PLANTNIC
^ „A�.. 7 AEOJ A .,. G4ALE
PLAN ' a,A N: M,X FIS ILY AS Pc _LcD AROC', ,ACH
S AC_ilAC
\LILPES _. 1 JJAK tACH PLAAL' BP L AND P,7:r ELY AF cR
SEE°LA:`. N, AL_ATION.
NIML N SHREDDED hARDINOOD wLC,
AlT
C /
CC --4R :N _In riT
—
/ --- I-OiE_ TRENCH A C': DE .A�,T: GBFD.
A,aL:V' P ANUt�AC-UP.E, EDC NG SNOT SPEC PED
r -
4
EvGE OF PLANTING BED
�V -- --- BP 'O M MIZE SET'LEMI,JT TA P P0.:_''IX UNDER
�A ti a�
TYPICAL PLANTING BED DETAIL -------- P
3 SHRUB PLANTING
\C-8 S:CTION AND
TT OAK WCCD
_AKES a
S,_- BEP y /
FREPI
�--MI 1 r \ VIA (
MI OF / ✓
C H tq J/
_ "A�'11 Iv'/'
1 j 1
a TREE PLANTING
C a HC �Or„
NOT TO SCALE
L -.C 9 N RSEB GROW', I ",h a F;D BAL R&B
R E Fb RS -I EI ASL = 3 VEROO BALi..
ATEDOR A� STC A E- BUR 'TRAPPING.h '_OR
h J R N OC BA LEFS :NIG N LE Cur,AWA1701
G c f RE BASKET J
ICE OFP,Ar B!L EVEN V OR AB V EXIS RAD­
';E- ' <TC4 P0SI CAPROR.TO S -AK CL
^ \ BA
' A'^ M,JDATY F-ERII`S:AI:A _JI`
.+ LJ J RASE ,R_JNEEDLES—
s
DIA TERN
" c R M CPO ND T-0 to ST B•Pr\ ;S f✓!T 5E '. ' P ':R
J"' r3 .ROTONA'). SEC nE ._Ai TJr A.J 30-G.: WITH
E EC N .'RAP, ARE OPT
V _ NAF 'UV WI'N BIN._H ✓IF JRP I'O CU�
EA L
iK
Vie- STRAPS AND RU K RA'.' A -T N ONIE GROWING
Ae v
. _ ✓
RES ARP NOER"I;rED NIS tE-RILti
-- -.z_E BRACING S'RAP
OAK WOOD STAT C3
- _ ,vlf".UM Sa Eu ED HA-.DW00v M'J_Cr,'
(-. BEHP'i
� �--R...JVt TOP BU9LA7 FRC, em TACES
-AFlA -AF5 , En. BA.-'._ -0,1 N'MIZE S=
CoI
-- J? TO SCALE
-'
_ SPACINC ILIIAIV
�'-
+
T
+
SPACItiG'�.=�'
4.,'l✓"A"
�4n.T_/$,F.
ROWS
6 J. _.
2C' O.C.
- c
I
I
I
4-
_- -+-
2' r�
a 93" O.0
T
GrOC
96E'J
..6E
r C C
40CC:
;
5"GC3
1101 ac
73
�4' O t_
2080'
TRIANGULAR SPAC NI G IFOR.
SHRUBS AND GROUNDCOVERS
-- - -"-p-
�;C-8. ti LAN -
? AN
".iANDS p -
KPJv..Jll n.,oEL'
�C` E
6C: WIR
OF O 9
7 �T pTT
c LB `i, veesze scerscretlee
d p - nylon Nr,e `TT. root oal:
r
5 tl I 'Pne
V o
r
a11, M n
F k
v/ 2 �' . DK Al WIkE
111'�\�/ ILI— CY2'EA­'_C_S'AKzS
\
\\ Z/_
>0 1OSCA�
MULTI -STEM TREE
\r _
T PLAY :N PREPARED 3ED a5 IOV,N.
A ­IVC Ao SPECIFIED, PE CHEDlJCGERED ROWS
"IN MUM S R DDED HARD WOOD P'., Ch'
I Z '4'>( AS _._ I
- JI - CRApE
F
r m=
GROUNDCOVER PLANTING
SECTION -- - -- ---
N. 0 TO SCAL
AL NG
wEENJ A `h
1� T' _ AROU'vD •HRCB BEL , -N R12CGA, . Sl'SEM
'Dr=- PLANTNIC
^ „A�.. 7 AEOJ A .,. G4ALE
PLAN ' a,A N: M,X FIS ILY AS Pc _LcD AROC', ,ACH
S AC_ilAC
\LILPES _. 1 JJAK tACH PLAAL' BP L AND P,7:r ELY AF cR
SEE°LA:`. N, AL_ATION.
NIML N SHREDDED hARDINOOD wLC,
AlT
C /
CC --4R :N _In riT
—
/ --- I-OiE_ TRENCH A C': DE .A�,T: GBFD.
A,aL:V' P ANUt�AC-UP.E, EDC NG SNOT SPEC PED
r -
4
EvGE OF PLANTING BED
�V -- --- BP 'O M MIZE SET'LEMI,JT TA P P0.:_''IX UNDER
�A ti a�
TYPICAL PLANTING BED DETAIL -------- P
3 SHRUB PLANTING
\C-8 S:CTION AND
TT OAK WCCD
_AKES a
S,_- BEP y /
FREPI
�--MI 1 r \ VIA (
MI OF / ✓
C H tq J/
_ "A�'11 Iv'/'
1 j 1
a TREE PLANTING
C a HC �Or„
NOT TO SCALE
L -.C 9 N RSEB GROW', I ",h a F;D BAL R&B
R E Fb RS -I EI ASL = 3 VEROO BALi..
ATEDOR A� STC A E- BUR 'TRAPPING.h '_OR
h J R N OC BA LEFS :NIG N LE Cur,AWA1701
G c f RE BASKET J
ICE OFP,Ar B!L EVEN V OR AB V EXIS RAD­
';E- ' <TC4 P0SI CAPROR.TO S -AK CL
^ \ BA
' A'^ M,JDATY F-ERII`S:AI:A _JI`
.+ LJ J RASE ,R_JNEEDLES—
s
DIA TERN
" c R M CPO ND T-0 to ST B•Pr\ ;S f✓!T 5E '. ' P ':R
J"' r3 .ROTONA'). SEC nE ._Ai TJr A.J 30-G.: WITH
E EC N .'RAP, ARE OPT
V _ NAF 'UV WI'N BIN._H ✓IF JRP I'O CU�
EA L
iK
Vie- STRAPS AND RU K RA'.' A -T N ONIE GROWING
Ae v
. _ ✓
RES ARP NOER"I;rED NIS tE-RILti
-- -.z_E BRACING S'RAP
OAK WOOD STAT C3
- _ ,vlf".UM Sa Eu ED HA-.DW00v M'J_Cr,'
(-. BEHP'i
� �--R...JVt TOP BU9LA7 FRC, em TACES
-AFlA -AF5 , En. BA.-'._ -0,1 N'MIZE S=
CoI
-- J? TO SCALE
NOT TO SCALE
VO ES.
L etls�a^ nt .I;es t_x,ae ,Ler eme»e
11 P
gg d
b h
d d
It P P
p F uor:a'
c ,an r .,-re_ macs �rd .^ p Re. a-,eg gsea
- �— AS „Jn.( OSA ,.T. a C
R '0. R„C. L BEAR SAME RE :3N -OR SIC JT
- APO E At IRE Pa 'O SGR IEE
.RI-- SO'L Sat,.. _"I:\n
.. EvFl1A"F
t„c7 •WDECRAJA& ✓ws SSSED r. vvE TO: ALi�
X,
i,
--
�— ccS—Cl
DSCa_AN?P4EV �
SE NG
'6 ' EVERGREEN TREE
C E SECTION —
NOT TO SCALE
TI -IIS DE- A L APPLIES TC SOT'' SI,NC_E S GM
AND MUL-I-ST, Z, -REFS
li X , X \_x
'✓r'COD 5 : -.
S A„CE
RE
R ARE
G
.A',N. MIX,
MN11-M..NTi
^^JLC'
PIAN
3 ,,rn.AX;
/A
%rte
PLANTING ON A SLOPE
J
PIA'ATINGS IN STREE RIGHT-OF-WAY
\'OT
j c zte -ane
se P r
g e p —
ec-.onar. �rr .v c ..n_, a Fes-aosa tlr_n wap aPea+.e growing seuon.
3 eFWC NG -AP
011 ACOC
t(E
"PE .aRSPnL:
A
KIM
JE OP 3
& RE3
NC MR
/— \ SC L L1E'6AL
o Es
-
C3MPAC 3 tL
O BE B NC`, C ISN
s
M C'E
�--� � •=orrunA_
GE RAL N -ES
G C
=c' rcyc c
Col AC IIt
Er e a 21N ST�F­ o - a_Qo r oo - \C-3 ., ro T e sem. -
CCNT— CDCTwor C o, Nc7 3ch.vo a,,. r_c„ LY
S,.R rAa AN.. EAalEry ' -
3 AN INS—CMN -I3"!1-1]el) CN ,c -- -, ._IH!_- 5, 1 C .1A'J'�t I-,LON'N�-C'+O:
tAJ t.IS_�1--Ne �F_ �r.�,.
yCu'.,AGc NS'ECI1'1
�a L � X n'�aOVAS NS'{.i�rb
A.—c yyS.a.v cI1 Pa :� _ lata
^
s xc l
TREE PLANTING - NOTES
s
(DRAINAGE AND INSPECTION) -
C8�i
NOT TO SCALE
ST^ V Y.10
NOT TO SCALI
GENERAL NOTES
LANTING X SHALL BE VA F K A_CPS.DiL
A'. ABLE Or SJSTAINIVG VI JU f :_CF7 a, B:-
DE�,ELOPED BY AMENDIN,C Xu SCI -C-R , IN, F.L
EX:STINC SOIL AND REPLAC N, ✓ ,IS Bt
T FORM COMPC51T10A T C A R P C
HALL BE.REE OF STOVE 'S YF -_ANTS ANR EAO
S7 CKS AND JTPER EXTRAA N AT -ER P[I / Sr AL-
!
3 JSED WF ILE IN A FROZEN R J >.J On -SS
O '-.ERWIS SPEC FIED IN H ^-R L J N EEL
M X SHALL -ONTAiN- H_`C_ CWi .;Pc'.:. E_ ER_F\_A; S0°
COhSTI-DENTS:
CSA" M MM 0%MAX _' LD1 J_.
TED CLAY s^/. I_ U E ,EC
..tA '-ALL BE STERILE
SIL__ MIN MLM 30V AX
COARSE SAND - M N!Mim Ly -,MPX :U: i53;
COARSE SAND AND FRF= , RO'-i.
.7^MM TO „5111 IN CA_R
ORGANJIC MATERIAL- M N P -%
ORGANIr MA .; -YL � DEFNEDAS O r05 iHUM05
SUCH AS SAW A A ,;s
0Ict -_O S 'PIC' �SS
P nCEVTA r NGF N I v r I __
D TERMINED AC A T 10, J F 1 0; oTU�c
FREE SAMPLES DI A F DE'CRIE'
LAN-IING MIX SI -AL- HAV!= A,\ a�_ � 1'r tFAN:CE :, H -0 r.,.
L -RE A, ":'H SPEC'.,'E .;r
:�ETER INE,D 31S0,._ ESI t ,.J RLL, BY
. -
IIIAGNJES,'�N'4 TC 3C%
G AS:Jr _iE
ASA 7F�OrirE RC 0-uPLAN-NC]BESjo
-
CALL NDA A"S rR Or O rd- .A_IO 1 n- DE, n R„J__
TOIU.AlA,-ION
Lu
j
V
z
0
Lu .�D
Lu
Z�
u 0
U C
LU d
>- J
S
t/1 — u
Lu
J (/) Z
Lel z
JJ
O
Y� LI
00-3G
ft 5uoL
yU
0-3UR AP
w
NOT TO SCALE
VO ES.
L etls�a^ nt .I;es t_x,ae ,Ler eme»e
11 P
gg d
b h
d d
It P P
p F uor:a'
c ,an r .,-re_ macs �rd .^ p Re. a-,eg gsea
- �— AS „Jn.( OSA ,.T. a C
R '0. R„C. L BEAR SAME RE :3N -OR SIC JT
- APO E At IRE Pa 'O SGR IEE
.RI-- SO'L Sat,.. _"I:\n
.. EvFl1A"F
t„c7 •WDECRAJA& ✓ws SSSED r. vvE TO: ALi�
X,
i,
--
�— ccS—Cl
DSCa_AN?P4EV �
SE NG
'6 ' EVERGREEN TREE
C E SECTION —
NOT TO SCALE
TI -IIS DE- A L APPLIES TC SOT'' SI,NC_E S GM
AND MUL-I-ST, Z, -REFS
li X , X \_x
'✓r'COD 5 : -.
S A„CE
RE
R ARE
G
.A',N. MIX,
MN11-M..NTi
^^JLC'
PIAN
3 ,,rn.AX;
/A
%rte
PLANTING ON A SLOPE
J
PIA'ATINGS IN STREE RIGHT-OF-WAY
\'OT
j c zte -ane
se P r
g e p —
ec-.onar. �rr .v c ..n_, a Fes-aosa tlr_n wap aPea+.e growing seuon.
3 eFWC NG -AP
011 ACOC
t(E
"PE .aRSPnL:
A
KIM
JE OP 3
& RE3
NC MR
/— \ SC L L1E'6AL
o Es
-
C3MPAC 3 tL
O BE B NC`, C ISN
s
M C'E
�--� � •=orrunA_
GE RAL N -ES
G C
=c' rcyc c
Col AC IIt
Er e a 21N ST�F­ o - a_Qo r oo - \C-3 ., ro T e sem. -
CCNT— CDCTwor C o, Nc7 3ch.vo a,,. r_c„ LY
S,.R rAa AN.. EAalEry ' -
3 AN INS—CMN -I3"!1-1]el) CN ,c -- -, ._IH!_- 5, 1 C .1A'J'�t I-,LON'N�-C'+O:
tAJ t.IS_�1--Ne �F_ �r.�,.
yCu'.,AGc NS'ECI1'1
�a L � X n'�aOVAS NS'{.i�rb
A.—c yyS.a.v cI1 Pa :� _ lata
^
s xc l
TREE PLANTING - NOTES
s
(DRAINAGE AND INSPECTION) -
C8�i
NOT TO SCALE
ST^ V Y.10
NOT TO SCALI
GENERAL NOTES
LANTING X SHALL BE VA F K A_CPS.DiL
A'. ABLE Or SJSTAINIVG VI JU f :_CF7 a, B:-
DE�,ELOPED BY AMENDIN,C Xu SCI -C-R , IN, F.L
EX:STINC SOIL AND REPLAC N, ✓ ,IS Bt
T FORM COMPC51T10A T C A R P C
HALL BE.REE OF STOVE 'S YF -_ANTS ANR EAO
S7 CKS AND JTPER EXTRAA N AT -ER P[I / Sr AL-
!
3 JSED WF ILE IN A FROZEN R J >.J On -SS
O '-.ERWIS SPEC FIED IN H ^-R L J N EEL
M X SHALL -ONTAiN- H_`C_ CWi .;Pc'.:. E_ ER_F\_A; S0°
COhSTI-DENTS:
CSA" M MM 0%MAX _' LD1 J_.
TED CLAY s^/. I_ U E ,EC
..tA '-ALL BE STERILE
SIL__ MIN MLM 30V AX
COARSE SAND - M N!Mim Ly -,MPX :U: i53;
COARSE SAND AND FRF= , RO'-i.
.7^MM TO „5111 IN CA_R
ORGANJIC MATERIAL- M N P -%
ORGANIr MA .; -YL � DEFNEDAS O r05 iHUM05
SUCH AS SAW A A ,;s
0Ict -_O S 'PIC' �SS
P nCEVTA r NGF N I v r I __
D TERMINED AC A T 10, J F 1 0; oTU�c
FREE SAMPLES DI A F DE'CRIE'
LAN-IING MIX SI -AL- HAV!= A,\ a�_ � 1'r tFAN:CE :, H -0 r.,.
L -RE A, ":'H SPEC'.,'E .;r
:�ETER INE,D 31S0,._ ESI t ,.J RLL, BY
. -
IIIAGNJES,'�N'4 TC 3C%
G AS:Jr _iE
ASA 7F�OrirE RC 0-uPLAN-NC]BESjo
-
CALL NDA A"S rR Or O rd- .A_IO 1 n- DE, n R„J__
TOIU.AlA,-ION
Lu
j
V
z
0
Lu .�D
Lu
Z�
u 0
U C
LU d
>- J
S
t/1 — u
Lu
J (/) Z
Lel z
JJ
O
Y� LI
00-3G
ft 5uoL
yU

SELECT FILi- MATERIAL
(TYP. BEHIND EA.
ABUTMENT WALL)
HP 12X53 I
TYP.) --►
I S{i
(TYP,, TYP.)
BRIDGE RAILING
(BY OTHERS)
BRIDGE STRUCTURE
(BY OTHERS)
CAST -IN-PLACE — — — — — —
ABUTMEN'T 'WAl L
(TYP.)
— — -— ---- —>� AP" ROXIVATE
~ "— ------------------------- EXISTING GROUND
BRIDGE FOOTING
(TYPJ
ELEVATION
(STONE FACING NOT SHOWN FOR CLARITY)
TIEROD ANCHOR
i
I
+
PRECAST CONCRETE
PANELS (TYP.)
I
NL T'E-Se
1. BRIDGE STRUCTURE SHALL BE A PRE -FABRICATED BRIDGE
ENTRANCE WALT_ SYSTEM AND SHA' -L BE CONSTRUCTED PER THE MANUFACT�-;RES
(TYP. EA. END) RECOMMENCATICNS.
(BY OTHERS)
2. CONCRETE FOR BRIDGE FOOTING AND CAST -_N -PLACE ABUTMENT
—, WALE SHA! L BE CLASS A.
—_ 3, POR ADDITIONAL NOTES, SEE SHEET 59.2.
4. FOR PILE PANEL 'WA DETAILS, SEE SHEET 53.6:
STONE
(BY 0'
HP 12;'53
IEROD ANC,
_ DETAIL
BRIDGE FOOTING
— BRIDGE STRUCTURE
(BY CTH'ERS)
— CAST -IN-PLACE CONCRETE
ABUTMENT WALL
'�' SECTION A� '
N I'L I IN l;
FACING
BY OTHERS)
R',,
CN�+J
Q u'TU d'JF
�Q, 6x W
F -✓1 ati W.j<U W
yW..2 Uz S
^C DC:CNa tq
DG
BRTDGE
e
PILE N0.
EMBEDMENT PILE
WALL HF IGNT
(F T) LENGTH LENGTH ;FROM
(FT)(FT)
ANCHOR LOCATION
TOP 0"= WALL
(FT)
El
3-0" 6'-O" 9-0"
-
❑2
7'-0"
X15'-0"
2'-0" E
- ❑
r--
E'-0" 15'-0„
2,-0„
,1'-O" 22'-0"
2'-0°
12'-C"
! 17 -0' 24'-O"
2'-0"
;0'-0" j 20'-0"
2'-C^ `
�9'-0, 4,-0"
lOj
12'-0":2'-0"
101-C,
24'-0-
4--
4'-0" —10'--C" 10'-0" 20-0"
2-C"
12
5'-O"
j 9'-O" i w -O"
-
R',,
CN�+J
Q u'TU d'JF
�Q, 6x W
F -✓1 ati W.j<U W
yW..2 Uz S
^C DC:CNa tq

CONIKFEPLA'
WALLF60:_ING
WALL 3 -7
DECORATIVE WALLS WALL 3B
O�
6
'o
0
(D
1 A
WALL 13A
DECORATIVE WALLS -P,
WALL 1
76+00
BASELINE
PLA FER WALL PLAN
),NCRETE PLANTER
aLl_ AND COVER
CONCRETE PI A7ER
WALL, COVER, A"N"ID"OPENING
CONCRETE ONCRETE P! ' ANT EiR
'NALKWAY
�TY�
77
SELECT
PLANTER ANTER BACK ILL
Gj MATERIAL MATERIAL
(7YP.)
CONCRETE PLANTER
WALL
io 2'-0- 6`-6"
2'-0"
-SECTION
111
7- DECORATIVE WALLS
P' ANTER WALLS
r7Y
WALL 2
0(3
LOCATION SKETCH
DECORATIVE'HALLS
(TYP." DECORATIVE WALLS
(TYP.)
PEDESTRIAN BRIDGE DECORATTVE,�/
WAS WALL 4
00
DECORATIVE
WALLS (TY1.)
4A
0
z
LLJ
LU
ry
Oz
Lli
W
LL
00-0 z
c) 0 z
<
ry
LU
0
(D U)
L Z
LLJ
Z
(D w_j
Z 2 <
U
LLJ

636
_634
624
I
i
PROPOSED
TIEROD AivCHCRGROJNDLINE
�— Ti -ROD ANCHC'R TIEBACK ANCHOR (TYP. U.N.O.) (ABOVE)
I :
__ _ _ _
/�f� � \ �}.,_i�_—_Ji�� � -. �u �1 �r —1� � ^` !i1— — ® � �-- 1u -----la --- m — � — — ®I — --� �------� --- ---- — — —
Im el lam' 16 /`) Vlai ��. !Ie1; 'aI nll un ��: !lyl BB� �.:J �Jn Ia , lul i1 le �� al m a m e
ai li ia: al 111 1a 'moi II \�/ @ al
1t6 ':n ! �`la ( {= y11Y1 Ip la +n, III al III' nli N Ial al 91 `J al I _ _
itll F IlitlJ `� {l81� lid �-- iAII i jln� N B i!d Itl .III Ial m nE `
TOP OF PILE
, a e o+ 1 \�
11 E',_. la! 4��;'. inl Iln II:I !(m iii _ at el -'-�"_.Im' hl \� PROPOSED
a 1 GROUNDLINE
L'
�11 I Wal I
V illy; �� a! au ii� § �I Ild :� iii D B 1 © I I ° �4 of EL. a4, ; M 1 (BELOW)
I L. 155 li 1 I �' lii 11 l O O _ J- 611 ! III II 1,0�y 1
,ll ,pl J 1181 �'+ fa 611 I 1,1 i:hl I II it 1 111 EL. II 1�1
dy' yy _ n 1630.83 `nr\
I i629.83
�i ill 1 • iji 629.83
i J II , a Ems. ( I
Ili �1 ill! I,I I I III
p •H 10 II II il'I 'I i� II IN II IFII II' I 628.83 I11 III 111 J11
I I n
j 111 FL, I I �* ;jai la iln Ih +' .-•�""`jI*� 1111 i.
lit
111 il+ +'+ III ul IIJ lu lil TIEROD ANCHOR
I; i' f 1 1 I I I11 1 III 1�
a a Ila I'I --" 14 1 1 I I I
2 j iii c26.83 i i --gni—`hH u•- ---- h41 il{- —�1 Ijl Ili i'i t"
! "aJln' ...LIIL in n° EL. Ill Il I i I Ilt
III Ill i 111 627.B.. I11 I11 III
!I' I 11 11 III I11 il! ! 1 P (TYP.)
1 I I I I I 1 I I I -y" r—� RILE ( P.r
ill I I I'I EL. i,f 626.83 1 I I 11 r—1
1,1 1;1 ill 111 111 111 III I11 ti� 'L9 IJOi
i'I :II III I I I
�� 3 ll, I iN ill i III iii 624.83 111 ;U III lil Iil III r� 18
EII III' ii II I'i i°I 'II 11° III I I +Py
i ( 115'1 J \
,Ip �} rI ,II' UI III I'I U: 1G'— �- TIEROD ANCHOR '
PILE NUMBER- II ',+ •Ili III III 711 J•� i E
�i it li i=ul °in nl III N 12
PANEL TYPE. i ;; ` ;ul PRECAST PANEL (TYP.) 2 3
5" ±
L� 1
0 CONCRETE
DRILLED SHAFT (TYP.)
i2 SPA 01 1
6-0" 3 SPA r8' -O"= 24'-0' !3'-10"
"-- =i---- - - 1'-R"
2'-6'0 CONCRETE
DRILLED SHAFT (TYF
-7"±
PILE PANEL WALL I CAST -IN-PLACE WALL
ELEVATION WALL 1
(RAILING NOT SHOWN FOR CLARITY)
PLAN WALL 1
(WALL CAP NOT SHOWN FOR CLARITY)
PRECAST
PANELS
PANEL TYPE
WALL
1
0
©
PILE NG. i PILE TYPE
1 HP 12x53
2J H? 14x73
WALL 'HEIGHT i El IBEDMENT
FT) LNG LH
i1" 13'-0"
; 1'-10" 24'-0"
I F_' i AN :�R !.CCATION �SHAFT
I LE'. rP , FROV OF 'WALL LENGTH
13'-Jj-^ --- ---
251-i0" - -- ---
r�
V
! HP 1_2x53
I 4'-6°
I 9'-0"
13'-6" I
31- 6"
---
0
HF
0
IU
0
ry
1E
14x117
'-4
! 9'-4"
8-0"
1 27'-4" J
---
26'-O"
u
HP14x li 7
9'-4"
18'-0"
" 4
W
m7
HP 14x117-�
99--4".--
18'-0"
27'-4"
3-6"
26-0„
J
HF 14x117
9'-4"
9'-0"
18'-4"
-
3'-6"
---
HP 14x!17
8'-11"
9'-0"
17' -IO"
3'-6"
---
10
HP 14x117
8'-4"
9'
3'-6'
---
HP 12x53
7'-10"
9'-G"
16'--10"
3'-6"
---
12
HP 12x53
7'-4"
9'-0"
E'-2"
3'-6"
---
13
HP 12x53
6-8"
�- 9'-0"
15'-8"
HHP
12x53_-�
6'-2"—
-
91-011
15'-2"---
151
HP 12x53
5'-7'
1---
1
�
HP 14 x102
5'-.I '
__
! ��
2 r-0" J
32
3�-i" I
---
---
171
NP 14X102
4'-
27'-0"
31-6"
18
HP 14x73
4'-011270"
28'-C"
---
---
19
20,1
_
H.P14x73 I
HP 14x102- 1
3'-6"
2'-1 1"�j
21 4'-0" I
28'-0"30'-1
27 -6
1'
--
---
6„
___
---
�li
HP 14x102
2'-5"
-
l 28-0"
----1--
?G'-.,
- --T-
---
PLAN WALL 1
(WALL CAP NOT SHOWN FOR CLARITY)
PRECAST
PANELS
PANEL TYPE
NO.PANELS
®
0
©
18
©
5
r�
V
5
O
4
0
1
Go
0
HO
0
IU
0
WALKWAY/STAIRCASE
(BY OTHERS)
I I
1 1
I 1
1 1
I r
1 1
I I
I 1
JL -1--1
C
I }
PLANTING STRIP
(BY OTHERS) —
TIEROD ANCHOR --J
PRECAST CONCRETE
PANEL (TYP.)
HP 12X53 PILE --
SECT ION
—
SECTION D ,,
L-
1
I 1
I 1
I 1
I 1
I 1
I 1
I 1
i%--_
RAILING (TYP.)
(BY OTHERS)
NQTES-
1. CONTRACTOR SHALL FIELD VERIFY THAT THERE TS '. CONFLICTS
BETWEEN THE WALL SYSTEM AND .ANY UTT_'TTIES PRIOR TO
T,NSTALLING ANY PORTION OF THE WAL,
2. ALL PILES AND PANEL STOPS SHALL BE ,AASHTO M27C GRADE 50
,A!-VANIZED.
3. ALL 1�E_GTNG SHALL BE IN ACCORDAPv WI T F vLRP,:i�' AWS
SPECIFICATIONS.
4. ALL EXPOSED S! RFACES OF THEO;JC t .Tt PAN H S , L BE
AL. PILES SHALL BE !NST.AL ED TO INE MINIMJV. EMB-DMENT
AND LENGTHS SHOWN ON THESE PLANS.
5. ALL EXPOSED SURFACES OF THE CCNCRETE PANE _S Sr AL:_ BE
ROUGHENED.
G. CONCRETE FCR PANELS AND WALL CAP SHALL BE -ASS AA.
CONCRETE FOR THE DRIL'-ED S1HAF-1 SHALL 3E ZLASS
i. I HE BASE OF EACH BOTTOM PANEL SHAT BE ' EVEL.
8. WEEP HOVE DRAINAGE PIPES SHALL BE HEDUIE 40 PVC SOLID
WALL CCNFORMING TO ASTM D1785 AND -SHALLHAV_ A SLOPE Cr
1:12 TO DRAIN.
9. GEOCOMPOS`-E DRAIN STRIPS USED ON HE BACKSIDE )F THE
CONCRETE PANES SHALL BE A MINIMUM OF 2 OW D .
10. 1T IS THE CONTRACTORS RESPONSIBLITY TO F„LL-C,,1' ANY AND ALL
ADDITICNAL OHSA AND STATE SAFETY RE„U1.,EM=N7.S DURING
THE CONSTRUCTION OF THE WALL SYSTEMS.
1CAST-IN-PLACE WALL TO BE A CONTINUATIONOF _TONE FACING
BY OTHERS.
L-'. =0R ADDITIONA: DETAILS, SEE SHEET 59.6.
SEE 'RAILING
CONNEC ICN
DETAIL”
STONE FAC.IN'C
(TYP.) (BY OTHERS)
f- RAMP WALKWAY
BY OTHERS)
E�
z
UZU
�G�r¢2w
:7 f11
G WO d J
2V�UaLL� u�
<V�T 6u, 2� 9
OO �d tn o. 11 /
Z
V.J
W
r�
V
` e Z
s O
LLJ Q
W U
ZW
ctW
Q Z
ry
W a
0
DW
J
\jC)
LLJ
z
W
Z vP-
Q
__--i V s
LU
!Y
z
UZU
�G�r¢2w
:7 f11
G WO d J
2V�UaLL� u�
<V�T 6u, 2� 9
OO �d tn o. 11 /

336
30
328
i26
324
322
320
---'^fi nl iii ull h p.. , x 1 o 1 +, 1 , 1 1:
m a I - 1 11 II 'I i bE�_W)
I.IO I II l � � L{� III III I
111 "II I11 O 11' 1°I --11" — 'll I°;� I! O '� /
11!' A 1 11 1 I I V 11 II I
111 1111Illi OIS' 111 �B 111 I III / S
111 a If — ,, , O ! II111 iln O fxl Ill i
ll B 41 oTo,iw x � le p
_ _... 1 OB IID ❑ ' I xl
II II 1' �-_' p 1 1 II I
--- ----- II iiiii ill O U ul 1 II x o ur 4 !" J n 1
n A u x n Ih u I Ili
-t u, I x I u I ✓ ,xI 1
!I loll (A ,l 1, — ,lil x B� IS, 7 I x`�-r'1
----- I, „i, o m w ul n1 B 'li Ifi
--- ill I x— 1Ail �i OB o m ii 4 n n ii I / y EL. 629.11 i
II i I' IIS ISI I'1 1'II i �� 111 „ 11 ISI `� 1'I 111 11
,l< L-�_iil 'S-----0111 1°I O IIII I p OD _ 'SI If 1 fill II1 S I
�./
1 IIII 1 1 O 11 11 ' II'I
1 , 1 II , II 1 II I Il t
,I ill, I II ISII 1 \ 11 � 11 i O 11I II t 111 11 I_r 11 111
I II I ` ji t 11
1 II I II 1
"^ li' � II
fI ISII �lJ/1 ISf ISI 111. 11 ll B IS 1 III
III O IIII III III III _..- jlSr-�-"' IIIII ITIS, Ijl l i
u Ip. 'i 'If 11fi yli ni O ii1l IIII ui iii ii' a iiiy !"ii iijl 'Iii 17
-----IIII 111 B III Ili if IIII 111 x! J 1 1141 !xi �L. 625.60 !11
IU i' 1111 Iq ul u,l ii' 'I uil -. iii I E .625.58 i l 11 11
I I EL. 625.09 1 i 1 11
al I I I II 1 1' 11, 111
----- 11 11111--`---111----- n --------'--_ !t"_.— ---7x1
I all Il I Ill ! If if i ilhl 1x'1 Ili,
1 p1 •iii 11111I�1_11111 11111 114-----'llf 1111 111, EL. 624.0? 111 11, I f I �i�
11 EL. 623.46 i Its--- !li i EL. 623.48 I xl il, I EL. 623.50 ' 111 n1ll 111 I i l I EL. 623.54 I in ut I EL.. 623.56
. I I f I I I" , i 1 SI! IIII Illi —�S i I T—�TI I III 111 1' I I f l
EL. 622.97 iii iii EL. 622.99 i' i ilii Iii4--'i i E' .623.03 i 1 i iii EL. 623.05 ' i 1 I iii i f I 16
I,I lil I11 III IiI IiI •11 EL. 622.52 Ill lil Ifl I11 iil II+ S„ lil
I,I IS7 III III 1,! 1 I I11 111 I I Ill I11 ,11 jj1 Ill 111
I,I ISI !!I ill I,I 111 EL. 622.01 ill 111 Ifl Ill III „ 111 , „ I
I I,I 1,3 I•I !II I,I IiI I11 111 lil Ill I11 111 11' III �j -
I,I , III III I,i I I III I11 I 1 Ill I „ „ ! Ili
IiI I,1 ISI IiI lil III 111 I11 Ifl Ili I11 111 I1
_ I,I 1,. 111 III 3 li! III Ili IiI 17 Itl ,il AIIKILj�
I i 1i Ifl III 'ii I 1 111 191 1 1 li Itl 111 5�
C- IiI Si I11 IiI 1,1 If' I11 Ill III Ilf ISI + I' ,
I,! ! I I71 I11 I Ifi I11 lal 111 III I11 I' '—� 14
L 1 060 07 8 91 X101 DI E
I
I
I ,
16 SPA. Cc 8'-0"= 128'-0"
-IN-PLACE W
PTLE PANEL W'A.LL
PANEL TYPE
WAi ,
2
`
U)
PILE TYPE
WALL, HEIGHTEMBEDMENTI PILE
ANCHOR LOCATION
�- TIEROD ANCHOR
i-------------
C,,
_ _
TIEBACK ANCHOR (TYP. U.N.O.)
TOP OF RAIL
I
rr -"-'-
TYPE e
PAN—! U
PROPOSED
GROUNDLINE
\
111
I,I
111
"i
( HP 14x73
!
TIEROD ANCHOR ' (ABOVE)
IIII °i
iii
n
OA
111 Iln In
iii Ilii ®ii
A
U Ix'
n -'
�- if
i
i
III
III 1111
11111! (���? III � A 11 u
'II — '-.-- li,
III \
- -'
I I
i�-- /�
I
111
1,
1
III III
qA
�/' Ili --
O „�. 11 1,
(B
HP 14x73
PROPOSED
ROPnSEDO
30`-4"
O
o
x
GROUJDLI
NE�
III
---'^fi nl iii ull h p.. , x 1 o 1 +, 1 , 1 1:
m a I - 1 11 II 'I i bE�_W)
I.IO I II l � � L{� III III I
111 "II I11 O 11' 1°I --11" — 'll I°;� I! O '� /
11!' A 1 11 1 I I V 11 II I
111 1111Illi OIS' 111 �B 111 I III / S
111 a If — ,, , O ! II111 iln O fxl Ill i
ll B 41 oTo,iw x � le p
_ _... 1 OB IID ❑ ' I xl
II II 1' �-_' p 1 1 II I
--- ----- II iiiii ill O U ul 1 II x o ur 4 !" J n 1
n A u x n Ih u I Ili
-t u, I x I u I ✓ ,xI 1
!I loll (A ,l 1, — ,lil x B� IS, 7 I x`�-r'1
----- I, „i, o m w ul n1 B 'li Ifi
--- ill I x— 1Ail �i OB o m ii 4 n n ii I / y EL. 629.11 i
II i I' IIS ISI I'1 1'II i �� 111 „ 11 ISI `� 1'I 111 11
,l< L-�_iil 'S-----0111 1°I O IIII I p OD _ 'SI If 1 fill II1 S I
�./
1 IIII 1 1 O 11 11 ' II'I
1 , 1 II , II 1 II I Il t
,I ill, I II ISII 1 \ 11 � 11 i O 11I II t 111 11 I_r 11 111
I II I ` ji t 11
1 II I II 1
"^ li' � II
fI ISII �lJ/1 ISf ISI 111. 11 ll B IS 1 III
III O IIII III III III _..- jlSr-�-"' IIIII ITIS, Ijl l i
u Ip. 'i 'If 11fi yli ni O ii1l IIII ui iii ii' a iiiy !"ii iijl 'Iii 17
-----IIII 111 B III Ili if IIII 111 x! J 1 1141 !xi �L. 625.60 !11
IU i' 1111 Iq ul u,l ii' 'I uil -. iii I E .625.58 i l 11 11
I I EL. 625.09 1 i 1 11
al I I I II 1 1' 11, 111
----- 11 11111--`---111----- n --------'--_ !t"_.— ---7x1
I all Il I Ill ! If if i ilhl 1x'1 Ili,
1 p1 •iii 11111I�1_11111 11111 114-----'llf 1111 111, EL. 624.0? 111 11, I f I �i�
11 EL. 623.46 i Its--- !li i EL. 623.48 I xl il, I EL. 623.50 ' 111 n1ll 111 I i l I EL. 623.54 I in ut I EL.. 623.56
. I I f I I I" , i 1 SI! IIII Illi —�S i I T—�TI I III 111 1' I I f l
EL. 622.97 iii iii EL. 622.99 i' i ilii Iii4--'i i E' .623.03 i 1 i iii EL. 623.05 ' i 1 I iii i f I 16
I,I lil I11 III IiI IiI •11 EL. 622.52 Ill lil Ifl I11 iil II+ S„ lil
I,I IS7 III III 1,! 1 I I11 111 I I Ill I11 ,11 jj1 Ill 111
I,I ISI !!I ill I,I 111 EL. 622.01 ill 111 Ifl Ill III „ 111 , „ I
I I,I 1,3 I•I !II I,I IiI I11 111 lil Ill I11 111 11' III �j -
I,I , III III I,i I I III I11 I 1 Ill I „ „ ! Ili
IiI I,1 ISI IiI lil III 111 I11 Ifl Ili I11 111 I1
_ I,I 1,. 111 III 3 li! III Ili IiI 17 Itl ,il AIIKILj�
I i 1i Ifl III 'ii I 1 111 191 1 1 li Itl 111 5�
C- IiI Si I11 IiI 1,1 If' I11 Ill III Ilf ISI + I' ,
I,! ! I I71 I11 I Ifi I11 lal 111 III I11 I' '—� 14
L 1 060 07 8 91 X101 DI E
I
I
I ,
16 SPA. Cc 8'-0"= 128'-0"
-IN-PLACE W
PTLE PANEL W'A.LL
PRECAST PANELS
PANEL TYPE
WAi ,
2
`
U)
PILE TYPE
WALL, HEIGHTEMBEDMENTI PILE
ANCHOR LOCATION
PI'_E N0.
C,,
;�T'
ENG'; ,i
ENC)TH
1 FROM TOP vF 'WALL
FT)
O
( HP 14x73
!
20'-0
25'-_
---
2
HP 14x73
; F'- 4"
20 -0'
! 26' 31,
_
3J
HP 14x73
HP 14x73
I "-4'"x_23'-C"
30`-4"
---
L -I
HP 14x89
7'-i0" j
6'-0`
06�
HP 14x89
8'--4"
26-0"
i 34'-4"
--
❑7
HP 14x73
__
8-10-
8-o"
16'-10"
2'-0"
E
HP 14x73
9'_O�
8'-0"
1 17'-a'
2'-0"
I?f
I_J
HP 14x?3
i
7 10" !
h 1
9'-0"
i8' -i0"
2'-0';
10-1I
HP 14x73
10'-5"
9'-0
19-4"
2'-0"
it
HP 14x73
10'-11"
9' 0"
19'-10"
2'-0"
12
HP 14x73
I 11-0" i
•` 0,O'-11''
2'-0"
t13
HP 14x73
i 10- '"
8`-0"
8'-0"
2'-0"
114
HP 14x70
10'-1"
8
'1
�i 8- 2"
2;_0"
15
HP 14x l3
10 -2
'-0'I
8 0
0`-3"
2'-0"
6
HP 14x 73
i 7'_;
23 _v„
30_8"
---
117
HP 14x73
4'-1"
18'-0"
j 22'-0"
---
PRECAST PANELS
PANEL TYPE
NO.PANELIS
— _.
`
U)
f
0
C,,
0
0
ELEVATION WALL 2
(RAILING NOT SHOWN FOR CLARITY)
2'-2"
I
RAMP WALKWAY
#4 BARS (a-) l'-6" MAX. SPA. - �t � ~-I—i MORTAR FILLER
STONE FACING (BY OTHERS)(TYP.)
z4 BARS (a 1'-6" MAX. SPA. In
—
Q� �I
W
#4 BAR Cd 1'-6"MAX. SPA. I#nloT al
zi
- - 8 >I I
- "- °5 BARS (TYP)
O H i t
3„ 3,,, o
10" , 1'00
't6 BARS ca 1'-6" M.4%. SPA.
SECTION
(FOR CAST -IN-PLACE WALL) 3
O '�I
LJ ir0
❑ O O I
PLAN WALL 2
(CUT STONE CAP NOT SHOWN FOR CLARITY)
PILE PANEL WALL CAST -IN-PLACE WAL_
PRECAST PANEL (TYPJ
- 14A!.,- .�
11'-6'
NOTES:
1. SEE SHEET S9.2 FOR NOTES.
2. FOR ADDITIONAL DETAILS, SEE SHEET S9.6
PILE !
NANCRA,IL — j
PRECiaST PANE_
HANDRAIL (BY OTHERS) T
-
STONE= FA.CTN'G
(BY C."I HERS)(TYPJ
RAMP WALKWAY; M
i
COMPACTED SUB -BA -1-7
� ; J
7,1 TLE
PRECAST PANEL
`=TON- FAC:NC
(BY •CTHERSATYP..
zmli:
�ZY
OU �3
N'�,YU5y0
Ur c�U
G
GWp000
�ZZy>wU �
n w V¢O
oc�JOL)i v

KENILWORTH AVENUE
_WALK TO BE
ED, TYP.
DUKE POWE ETOBE
REL. D BY OTHERS. TYP.
I � _
i
Iz
I or-
_ —
Z \ FEMA FLOOD FRINGE L!N'E / -
? I OO \\ FUTURE ONDiTIONS-/ FEMA FLOODWAY
S \ FLOOD FRINGE UNE ENCROACHMENT LINE
U �-
AZ
REMOVED, T'fF.
\ /
COMMUNITY ENCROACHMENT-/
LINE
i
i�
V
LEGEND
EXISTING JN'JERGROUNDEi FCi R:C -
-
EXISTING GAS MAIN -- —
I EXISTINGOVERNEADELECTKIr--------_--
--- -
EXISTiNGY SANITARY SE:NEV
-
EXISTING VVATERMAIJ -- - --- '----
-- -- - -----
EXI.STINGCABL`cLINE
EXISTING STORM ORAINAGE
-
EXISTING STORM TO RG REMOVED
EXISTING TREE TO 5E REMOVED ---
J(
EXISTING S.GEYVALK 70 BF REMOVED — --
-,
EXISTING CULVERT TO BE REMOVED
EX1571NGS70RMSTR'JCTURE- BERER'7VED ------
X
EY.I. STING POWERpDLE'OEt --"---
REMOVED BY DUKE POWER
� o t
O
ry $ 5
J-\
_ y •G j-
y5� �
_ �` _ =u

636
634
632
63U
628
626
624
622
62C
PI' LE. NUMBER. EI
'ANEL T YPE€ ~:
PRECAST PANELS
PANEL -"PE NO. PANELS
k, 4 �!
@) 7
CC 0
-- 0
O 0
j 1
C 0
C C i
\ (7
WALT
FOGTING -,
�\ \ WALL 39 -
� \ i S_TON_" FACING
WALL
FOOTING
7
REINFORCED
CONCRETE
WALL --
PROPOSED
GROUNDLI
(ABOVE) NE TIEBACK ANCHORS (TYP.)
----
u0 ;It r
!I�1 iii viii
i
PP.=CAST CONCRETE
WALL CAP
�-- TOP OF WALL
m
if i
`n
w �
ui
t tI B m nig m "> n� PROPCSED
r3 iii n iii ii! ('.P,ni rn•c
ELEVATION WALL 3
(RAILING NOT SHOWN FOR CLARITY)
WALL
FOOTING
REINFORC=D
CONCRETE
�
WALL 3
�— WALL 3A \�t�
PILE N0,
P ILP TYPE
.'-."ALL HEIGHT
(FT)
EMBEDMENT
LENGTH
(FT)
PILE
LENGTH
(FT)
ANCHOR LOCAliION
FROM TOP OF WALL_
(FT)
HP 12x53
1'-0"
16'-0"
17'-0"
2
HP '14x-2
5'-0"
20'-0"
25'-0"
-
LJ
HP 12x53
9'-6"
9'-6"
19'-0"
2'-0"
' HP 12x53
9`-6"
9'-6"
19'-0"
2'-0"
HP 12x53
9'-6"
9'-6"
2'-0"
a
HP 14x-3
6'-0"
20'-0"
26'- 0"
E
HP 14x73
3'-6"
16'-0"
19-6"
©HP
12x53
1'-0"
9'-0" 1
10'-0"
WALL
FOOTING
REINFORC=D
CONCRETE
�
�— WALL 3A \�t�
PRECAST CONCRETE
3 PANEL (TYP.)
�J
�
STONE FACING
(TYP.) (BY OT, HERS)
WALL 3
PLAN WALL_ 3, 3A AND 38
(TIEROD ANCHORS AND WALL CAP NOT SHOWN FOR CLARITY)
_ L 181
ILr' T
REINFORCED
CONCRETE
WALL (TYP.)
x
o�-
4'-3"
STONE FACING
(BY OTHERS) 81
.V)
F
� a F-
D] X
of TOP CF a 1' 31
ni STEPS tt o
n ;_
WALKWAY
i'-6"
NOTES -
1. SEE SHEET S9.2 FOR NOTES.
2. FOR ADDITIONAL DETAILS. SEE SHEET S9.6.
I j
i
PROPOSED
I STONE FACIN;' ���� f w GROUNDLINE
io
(TYP.) (BY OTHERS)
�
- -
"' H STONE STEPS
(BY OTHERS) (.
i (` CONST. JOINT
(TYP.)
I o
N'D }
— CONCR TE STAIRCASE AYA'LL
FOOTING 'SEE SECTION B WOF I
WALL FOOTING REINFO.RCINC) Ii
� COMF:iCTED
- I SUB -BASE -
4' -3"
I 4'-3„
SECTION
44 '
#4C2 (d 1'-6" MAX. SPA.
2'-7"
44D1 @ 1'-6" MAX. SPA.
I
#6B2 2 I'-6` MAX. SPA.
3„
"1 3" 5-45A,
1'-0"
SECTION&411'
STONE FACING
(BY OTHERS)
r.I i
#4C3 16"MAX. SPA.
t
al ; _�„
A" 7
#4D1 0 1'-6'MAX. SPA.
—., '. I /
#6B3 (,D1'-6'MAX. SPA.
'In-
(--r-('TION r' \
SECTION M�
WALKWAY
\ EL. 625.5
1----------_-
Q
z
Lu
QLu
�l p
.'L Q
w i
Lu
Z o
( ) O Z
u
W M
G _1
D 8 Q
U
Lu
CD
(�
Z Z
�- Z u
2
Z. Z
m
W
2z c
o�Cw c
w 5 L > n
N}^}hyo
rUv 0 -i
2z Z YmwuLj
V'
cm OoV u1iv1

636
674
632
630
628
626
624
622
620
o1Q
616 I
TOP OF
FOOTING
PILE NUMB.
PANEL T! YP[
_EILF ATION WALL 4
(RAILING NOT SHOWN FOR CLARITY)
CAST -IN-PLACE
CONCRETE
TIEBACK ANCHORS (TYP.)
'ROPOSED
"ROUNDLINE
;BELOW)
MOREHEAD STREET _ ~"
`- EXISTING BRIDGE
M \
1
-
SIDEWALK \` STuN FACING
F00TING
CAST-iN-PLACE 1J — PRECAST CONCRETE
�\ CONCRETc __� % \ PANEL (TYP,)
TEMP, /
SR^RING—� i1
8"CCNCRETE�
-41
i
FACE OF WALL
HP 14X89 `
(TYP.)\,x /lERCL' ANCHOR
DEADMAN WALL
F73,
DRILL'LD SHAFT
(TYP,)
P! AN WALL 4
2
1 �„e
STONE FACINGy�,
(BY OTHERS)
V� % °4C1 1'-6"MAX. SPA.
I N
m TOP OF m > 4„
IST
f---i—x c #401 a 1'-6"MAX. SPA.
� � I
'6B1 a 1'-6"MAY.. SPA.
o +
i
3" 5-x5A.2
FOR TIEROD Al
LOCATIONS SF!
PLAN AND ELE1
SECTION
55
FACING
1ERS)
SEE `7HROUGH PILE
DETAILS' AND
"TIEBACK/TIEROD
ANCHOR PLATE"
KWAY
OTHERS)
SECTION P
55
PRECAST PANELS
PANEL TYPE
NO.PANELS
WALL 4
0
©
PILE N0.
PILE TYPE
tr'ALL HEIGHT
EMBEDMENT
PILE
ANCHOR LOCATION
DRILLED SHAFT
0
c
(F1)
LENGTH
LENGTH
FROM TOP GF WALL
LENGTH
1 ;
HP 14x89
3-6"
(FT)
22-0"
(FT)
FT)
(FT)
26-0"
-
21-0"
2
HP 14x89
6'-9" 25'-0"
32'-0"
-
24-0"
3
HP 14x89
10'-2"-11'-0"
22'-0"
12'-7"
r4
- �----
T
HP !4x89
13'-0"
13'-0"
MOREHEAD STREET _ ~"
`- EXISTING BRIDGE
M \
1
-
SIDEWALK \` STuN FACING
F00TING
CAST-iN-PLACE 1J — PRECAST CONCRETE
�\ CONCRETc __� % \ PANEL (TYP,)
TEMP, /
SR^RING—� i1
8"CCNCRETE�
-41
i
FACE OF WALL
HP 14X89 `
(TYP.)\,x /lERCL' ANCHOR
DEADMAN WALL
F73,
DRILL'LD SHAFT
(TYP,)
P! AN WALL 4
2
1 �„e
STONE FACINGy�,
(BY OTHERS)
V� % °4C1 1'-6"MAX. SPA.
I N
m TOP OF m > 4„
IST
f---i—x c #401 a 1'-6"MAX. SPA.
� � I
'6B1 a 1'-6"MAY.. SPA.
o +
i
3" 5-x5A.2
FOR TIEROD Al
LOCATIONS SF!
PLAN AND ELE1
SECTION
55
FACING
1ERS)
SEE `7HROUGH PILE
DETAILS' AND
"TIEBACK/TIEROD
ANCHOR PLATE"
KWAY
OTHERS)
SECTION P
55
PRECAST PANELS
PANEL TYPE
NO.PANELS
A
0
©
G
©
0
OD
0
0
0
c
©
3
C
'
NOTES.
1. SEE SHEET 59.2 FOR NOTES.
2. rOR ADDITIONAL DETAILS, SEE SHEET 59.6.
HP 14x89
44 BARS (�' i'-0" MAX. CTS,
--- #5 BARS (Z 7" MAX. CTS.
DEADMAN WALL DETAIL
W
Lli
{ .�
V
z
C
W
ujW
CC
zW
U0
z
a
QW Q
U�>
) L)
W C) ? 0
U) z z
(D LLJ
Y Q
zU
J 2 z
>_ m
ZY
�' Z m
¢=YAS Lo
gy=m°cN� 0')
<tNt.'CL2UVv w

WAL
(BY
FOR TIEBACK AN(
LOCATIONS SEE f
PLAN AND ELEV'A-
'_50 (TvP )
REMOVE PORTIC
AND WEB '0 .AL
TIEBACK/TIERC
INSTALLATION
3RE"TH7
INF.
iS)
`;EE 'RAILTNC
CONNECTION
DETAI WALKWAY
(BY OTHERS)
FACING
;ERS; c
SEE ' i'iROUG
X5J OR
AND ?"'E�aCK P'NDt OVATE �D 'i
' HP 14X7.7 ,- .)
A
ANCHCR ?LATE"
'RE'-A� CONCR-?=
?A'JEL (TYP.)
KWAY
CTHERS)
RAILING
(BY OTHERS)
SEE 'RAILING
CONNECTION
DETAIL"
STONE FACING
(BY OTHERS)
WALKWAY
(BY OTHERS)
N u i
e �
i i w i
a o i i
e
i
0 0
5 F
TYPICAL TIEBACK 'P,J.ALL_ SECTION _TYPICAL CANTILEVER 'NALL SECTIO'
FRONT VIEW
'RE
PAN
BOTT
OF r
HP 1.
HP t.
ELEVATION
RAILING NOT SHOWN FOR Ci_ARITY)
HP 12,X53 I L E
I-
V"6
'/4"THICK REINFORCED
WEB 41
5�', 6
5"rl R
"s
HP PILE.
PLAN
Iii ii TIEBACK/TIEROD
ANCHOR
ii 1" SQUARE PLATE
TIEBACK/TIEROD ANCHOR PLATE
REMOVE PORTION OF �7'-ANGE
AND WEB TO ALLOW FOR
TIEBACK/TIEROD ANCHOR
INSTALLA'ION
(TYP.)
Z
r
6" MAX. 5�6
HOLE CUT
i
-Y4" THICK REINF.
WEB t (TYP.)
SIDE VIEW TOP VIEW
THROUGH PILE DETAILS
A PILE VERTICAL
ACK GOUGE
ETAIL A
PANEL B -I DETAILS
A PILE HORIZONTAL OR
+10-
-0.
100-0°
DETAIL A DETAIL B
POSITION OF PILE DGRING WELDING.
PILE SPLICE DETAILS
SCK GOUGE
TAIL B
NOTES-
IL
- SEE SHEET S9,2 FOR NOTES.
"Mii
CER.
VI
I I
2r~ /
PANEL E EDGE DETAIL,
ELEVATION
➢"CI R_
P'_ A P
PANEL A DETAILS
ELEVATION
U s
RAILING
NO
_zM
C M
yLL
TYPE
i
112" TeICK
m=
B
,��i
STEEL TOP
7-6" 6'-0"
8
9
D
j 7'-6" 5'-0"
8
7 i
WALL CAP
W
E
I 3'-1%q" 5'-0"
4
7
U
of
UOz
zof
(BY OTHERS) n17
01-1
1'
I�
G
i G'-0" I 7'-6"
7
11
h6'-0"
J=
7
9
I
6'-0" 3'-O"
7
5
➢"CI R_
P'_ A P
PANEL A DETAILS
ELEVATION
U s
RAILING
NO
_zM
C M
yLL
ILII
(B Y"
112" TeICK
m=
,��i
STEEL TOP
t
ii
PRECAST C NCRETE
4
s�^
WALL CAP
W
W
WALKWAY
U
of
UOz
zof
(BY OTHERS) n17
01-1
1'
cf)
J
i
W
/Q
V
W
U)
j
(U)
o
W
co
z
Z
LU
`f J
Z
j
-- RAILING ANCHOR
F<--
� c
N
BOLT (TYP.)
STONE :=ACING
(BY OTHERS)
PRECAST
CONCRETE
PANE'_
---
HP 12X53 OR
HP 14X73
RAILING
CONNECTION
DETAIL
➢"CI R_
P'_ A P
PANEL A DETAILS
ELEVATION
Z�
z0sm �
u
T,
'UZ'p}�UCxt (.0
Q LLi C1W CTi V�'r
.ZZ�
�
y>LLu
. z w >
nWuc:ti.I .vJ
U s
_zM
C M
yLL
ILII
ti�
�
m=
h
t
s�^
`1
W
Z�
z0sm �
u
T,
'UZ'p}�UCxt (.0
Q LLi C1W CTi V�'r
.ZZ�
�
y>LLu
. z w >
nWuc:ti.I .vJ
z
LLJW
Z
O
LIJ
W
W
U
of
UOz
zof
01-1
1'
cf)
J
a
W
/Q
V
W
U)
j
(U)
o
W
co
z
Z
LU
`f J
Z
z ,
F<--
� c
N
Z�
z0sm �
u
T,
'UZ'p}�UCxt (.0
Q LLi C1W CTi V�'r
.ZZ�
�
y>LLu
. z w >
nWuc:ti.I .vJ

LITTLE SUGAR CREEK GREENWAY
K:NGS DRIVE BETWEEN BAXTER STREET AND EAST MOREHEAD
CHARLOTTE, NORTH CAROLINA
OWNER Mecklenburg County
Park & Recreation Department
5811 Brookshire Boulevard
Charlotte, NC 28216-2403
PROJECT MANAGEMENT Mecklenburg County
Real Estate Services Department
1435 WestMorehead Street, Su to 120
Chado-,te, N(- 28208
LANDSCAPE ARCHITECT LandD--sign, Inc,
'n
L', North (--,r-aha,- St
& ENGINEER 2-
I I
Charlotte, NC 28202
104.33 3.0 �
325
STREAM ENHANCEMENT Bu _I< n e e r i n 9
ENGINEER
1447 S. Trylon, Street
C-1.0
200
C-1.1 Ci 2
-'ha-r-lotte, NC 28203
C-13
70 `,3 4. 4 43- 4
STRUCTURAL
Ral.Dn WIT'.tuehead Associates, inc,
ENGINEER
l kjorl, W, l"'llorehead St.
C-2. - C-2,zt
S 1, A'! t e, 2 00
0
Charlotte, NC 28208
C-3.0
7043721885
GEOTECHNICAL Froehling & Robertson, inc.
ENGINEER 2505 Hutchinson -McDonald Rd.
i
Charlotte, NC 28269
May 31, 2,006
75% Submittal
SHEET INDEX:
Chapter i -Existing Conditions
C-1.0
Cover
C-1.1 Ci 2
I
Existing C(-,-6t.-)!-s Sj-veX
C-13
Soil 80 , Luca-,�c�is (P, Ser/ed I
F, ase 2 E os io Co,qPlar,
Chapter 2 - Demclt on Ran
'J
C-2.0
Over -al! Dem.cimo, pian
C-2. - C-2,zt
Demoon 'lar
-
0
Cnapter 3 - Site Pian
C-3.0
Overall S,le Alar
C-3,1 - C-3.4
- Site Plar,
C-15 - C-3,
Site Details
,'--7,7
Chapter 4 - Grad ng Plan.
C-4.0
Ove4Gradfi-g Pia-.
C-4,1 - C -4./i
ractin g -Pla.-I
C-4.5
-
Wetland aj jI.
C-4.6
Wetland Plart0g Plan
C-4-.7
Welland DeLads
Chapter 5 - Si-eam E,)ha-,ceme.rj-- Pia
C-5.0
Overall StearlPlan
-
C-5, I - C -b -"i
ex- i
C -5s - C-LIA
Stream F,)�,a-cei-e,nt Ra� tr- P�
C-5 9---(1- ;, ; 0
St, aro -E�� - h - anc��-nent Pnof"Oe-
C-5. I - C--7,,:-2
-Slreal— �:,�harLemenc yD cal Sc, Lic,,-is
C-3.: 3 - C:- S i 3
tnear) Enharce[-nert Deta: ,is
C-5.16 - C-5 21 Stream Enhancemer-t
aptC
6.0
ve,-all-Phase -�- E�roslcn
--Phase E-osion-Cont-o R,-
--6
�,craili Pha�e 2 Eos-ic-lo 11--cnL'J-Pla'-,-
, --6.6
F, ase 2 E os io Co,qPlar,
1 J1
o Cjm!-ol Deta,ls a;,o Not,,s
apter 7 �Vtv
S -.c Drainage Pla-)
0
0 a; ali Utd,ty / Ston n Drai,age P:an
C. 7.1 C-7.4
Uijtty ' Stom-) Drainag-, Pan
C-7
Ut i i Details
"Nall -1
,'--7,7
=prom System Drxnage Areas
C-f,a,JLer i 0 - Mrp
I(Rese,%ed)-
Z
LU
LU
LU
LLJ -
cl� Z
U 0 1 7
j F <
LIJ
V,
z ry
L >
LU
0
U
z
C)
Obe,-a'l Plan -,'ng Plan
Plan
laIC-8
C-85
%DarqLads_
a t
P e-
,�-q rl
Layo jt
S-9,-,,
��,,2rcdn:n.v Wail
"Nall -1
R---ca.nng %/VL11 Dei c.;;
C-f,a,JLer i 0 - Mrp
I(Rese,%ed)-
Z
LU
LU
LU
LLJ -
cl� Z
U 0 1 7
j F <
LIJ
V,
z ry
L >
LU
0
U
z
C)

Viointy \Sap - NTS
N /F
TUSCAN DEVELOPMENT III
DB 16799 PG 203
TAX 725-213-23
N F
JLDIr' KECK
N/F I I ' C6 0- PG 226
HAROLD OGBVRN I TAX, 2.1-213-24 91
CB 43',6 PG 913 t N
NO GRID NAD'83 �-
\ j
ti / INV.=635.9fi'
[; s3 e V,=626.62 SDMH 0" RCP :N &OUT
OJT C: % 30.13 5 / 76"RCP fTDP=636.51'
37.'.' 76 SE {fiJ6:5 \SIN V. IN=627.65'
\ V\ 'I-, INV. OUT=627.51'
TOR=635.59' ego. ^�6J6.06
6 4 P
PARK PLACA OFF11, `6° 5]7. Cqy INV, -624.9'
'ON. "1"UM 635.11 C TOE=636.Cfi'
.3 5168 Pj 648 �S fiJ6.5 7 E3s.o7 '3a\` 635.62 6335652IVY
/ F C'A% 125 2 .3 30,21 32, ` 7 s3s as
a. SJ6.26 6J6.J1 r_- 7
/ 1 \
33.34 &'35 \ I a E 6J6 5, F` fi36.37 6}b b i c}=.661. 635.Se
1 s YH 6
VC
..'S7 V' J6.9s SSM 13V }62c r CI TOP=635,96' "� T Ty�7 �T j 6JS.f5
TAX D '25-2'3-28. -- / Vail ` ` 4630Nj 624.4 tib' / TOF63bi^v6361 65.90 INV. -631.38635.34 K�II�IL�VDR�-"'V+-J1V L,�E
'L AN C E 0 -MEN I'I , N/f E �i� .� i ^ i �, NJ.- 622,36' h >- .._"" i '6'-.-�-�:-.or
AND FAY S I & ARRIJ JOHN J. NEELI' .\ �/ / \ Cl '1P=63/.0+
DB 1 2G 756 1 �; ` =� ! i'^ % `ULL WIT4 DEBRIS 4 APPROX --sS-- SOMH
OS 6486 PG 313 ,�
TAX 125- 213-05� _ -�' 6 r _ b� 48' RCP v TOP=634.58' 833.16 Cuiv
TAX 125-213-25�
a\J9.Iz 6 INV.=627.07' �� G
OY25�E%l
' 4a G 533 C u �Ma P16 `_ / - CGVCPETC 837..53
✓ �.}7.OB Z NECK
( DIT 6350 . / qO6'-_� .\\ /`- MECKDENpU4 COUV�Y JJ
835 DB/ ,3762 FG 34
DE
12.87 N/P-
MECKLENBURG CCUNTY
09 16054,PG 53.
TAT( 125-213 6
�IN-
3
Di OF=E 5 3' \`` �
\
, T!X ID 12521 2
' CM
SSMr -�
PT
5JJ.10
SS'dH
C. 04'
INV V 30.5.1'
C? 36.' i1
N =63G 94
_
7OP=633,62
1637.21
'yJ
RIgntR,
TOP 63'4 6'
ES,AI'.
C TOdx63b 8' --
O
1 CK
MT enc
INV. OUT= 630.62'
VV
EILLEC WITH CE6R15
PK...xl.:Er
/�\�\
- --�-
MECKLENBi/F CCUNTY �vl,
METER
••�I
-
d SF�63�37-7 pc d`N
63LF5-J�
I
CB '5'30 PG 166
�,. TAX IC '25-213-27 1
OY25�E%l
' 4a G 533 C u �Ma P16 `_ / - CGVCPETC 837..53
✓ �.}7.OB Z NECK
( DIT 6350 . / qO6'-_� .\\ /`- MECKDENpU4 COUV�Y JJ
835 DB/ ,3762 FG 34
DE
12.87 N/P-
MECKLENBURG CCUNTY
09 16054,PG 53.
TAT( 125-213 6
�IN-
3
SSVH F --
\ L 1 NCL= 628.79' TCP 636.5
629.53'
Di OF=E 5 3' \`` �
\
, T!X ID 12521 2
' CM
SSMr -�
PT
5JJ.10
SS'dH
C. 04'
INV V 30.5.1'
C? 36.' i1
N =63G 94
LICHT POLE
7OP=633,62
\V. OUT= 63'.O4
v'. 3,T 30.95
TOP 63'4 6'
ES,AI'.
C TOdx63b 8' --
O
-I TOP=633,
INV. OUT= 630.62'
VV
EILLEC WITH CE6R15
r-- OP .33.7°' 'o37q
,H
r,PE HYDRANT
MECKLENBi/F CCUNTY �vl,
METER
636._-
a
OUSZ 63785 3 U % 1
837.741
4
CB '5'30 PG 166
�,. TAX IC '25-213-27 1
/
�pl =632
.-
-
-GF
'`
COMBINED GRID FACTOR
STORM DRAIN MANHOLE
---;'�- /
➢➢
\ OOl 3}.9.33.46
{1 I., �n{1
7 J{��,J' P,1VAC FC /4
ti
6}579637.6
--GI _CL-6y35-,
�35a7��
aD
e
p4
d
L
�n
DI 'F
- /1
y/ ✓0 63597' '\ r
t &'SJR
5
'( 1 ..�
��J S1AGC.
5 va 5 e 53
6}�32 5
a i
oRCP
SSVH F --
\ L 1 NCL= 628.79' TCP 636.5
629.53'
-69
.n a.
a+oeA
--1 G I 28.98
Cl TOP 63,.20 �' 637.61 Conc. Apron �'
F2 PMP -MINI 63 7' TOP OF
DN 6 E -A / /BANK /E
CCNCRJTE „A\VER S''.;AR R K 1,'' / TOP T=6343
IN
�✓ O.S� INV OUT-6340'.CO'-\
\ - -1 6z7.17_�
n' roR
OF
N/F t 1 °LLED ViITI-, .TH DEBRIS �
MECKLENBUftC COUNTY 841.422
C9 16869 PG 992
TAX IO 125-213-16A ) /
�1
Is
E3p,•�
Cccu sed 6J� 0.0
.a
11•�� J c P 111/ �
6J 640 <a 6J9. tl/ `l ll''• 6>6
63 .Jo
6aC 16 6]9.13
3
a6.3< Ifiws 41,22 f„
X97 } /'63955
6a I.E 7,RL2-le aso.�' p
C. T0. 6 371'-
NV. O� 03202
SSVH 8" RCP A
70P-635.97' 3
Nv. N=632.37 DI 70P=640 52
uV. CUT=637, 62'
6J5 6J5 " � 625 2v
]a0
J RL '.•� 6J5.83 6
63�SE /
B2 sas or e3s OE
-INV -1312-11
E35 u3
TOP:=636.87'
INV IN=630.67'
OUT=530. I"
RCp
17-
52:
-ST _
TOP -641,41'
"V 637
1'i.'
z •7 � a
'O'4,6 z,59
642.87 \;�"l
�MH- 642.6uTOP=642.51' .z
INV. IN=636.61'
c its
Sas 6+
�. aFE6Sfp',l"�
SEAL
rya
NOTES:
,. This property is 'locoed in a specicl Flood
Hazcrd Area es determined by the Oeca-i-iit
Housing ane Urban Ds,eloprzn:. Reference
�. nity Penel Number 370;59 13a Doiea
n Fecruory 2, 1993.
2. The .cation o` urdoere,o Oilti a
o e app... oat b s n f UP d -,r-
or by field lton o d ' .t ded PI ly
1 -
tion.
acot'on, size or dep 7 of
i'e sh.0 o oe .,,l wlin the
indl,,I-ri utility campany before coat ruct:an.
Elevations os 6h- hereon are bused c Mecklei,Cs 6. ty
St.rmwater Ben on -arks, NAV'D 88 DatuM,.
.. This n s not intended to be
not beoused for spies, Canvey.n-ei, .,.n is-rdo,;-
LEGEND
•
DIP
EXISTING IRON PIN
'PS
IRON PIN SET' (45 nn-ESAR)
' CM
SSMr -�
PT
5JJ.10
SS'dH
C. 04'
INV V 30.5.1'
C? 36.' i1
N =63G 94
LICHT POLE
7OP=633,62
\V. OUT= 63'.O4
v'. 3,T 30.95
FENCE INE
INV. IN=625. P,2t
GAS L''NE
UNDERGROUND TELEPHONE
O
-I TOP=633,
INV. OUT= 630.62'
CURB INLET
pl
4V OUT=632.02'
,H
r,PE HYDRANT
VIMWATER
-69
.n a.
a+oeA
--1 G I 28.98
Cl TOP 63,.20 �' 637.61 Conc. Apron �'
F2 PMP -MINI 63 7' TOP OF
DN 6 E -A / /BANK /E
CCNCRJTE „A\VER S''.;AR R K 1,'' / TOP T=6343
IN
�✓ O.S� INV OUT-6340'.CO'-\
\ - -1 6z7.17_�
n' roR
OF
N/F t 1 °LLED ViITI-, .TH DEBRIS �
MECKLENBUftC COUNTY 841.422
C9 16869 PG 992
TAX IO 125-213-16A ) /
�1
Is
E3p,•�
Cccu sed 6J� 0.0
.a
11•�� J c P 111/ �
6J 640 <a 6J9. tl/ `l ll''• 6>6
63 .Jo
6aC 16 6]9.13
3
a6.3< Ifiws 41,22 f„
X97 } /'63955
6a I.E 7,RL2-le aso.�' p
C. T0. 6 371'-
NV. O� 03202
SSVH 8" RCP A
70P-635.97' 3
Nv. N=632.37 DI 70P=640 52
uV. CUT=637, 62'
6J5 6J5 " � 625 2v
]a0
J RL '.•� 6J5.83 6
63�SE /
B2 sas or e3s OE
-INV -1312-11
E35 u3
TOP:=636.87'
INV IN=630.67'
OUT=530. I"
RCp
17-
52:
-ST _
TOP -641,41'
"V 637
1'i.'
z •7 � a
'O'4,6 z,59
642.87 \;�"l
�MH- 642.6uTOP=642.51' .z
INV. IN=636.61'
c its
Sas 6+
�. aFE6Sfp',l"�
SEAL
rya
NOTES:
,. This property is 'locoed in a specicl Flood
Hazcrd Area es determined by the Oeca-i-iit
Housing ane Urban Ds,eloprzn:. Reference
�. nity Penel Number 370;59 13a Doiea
n Fecruory 2, 1993.
2. The .cation o` urdoere,o Oilti a
o e app... oat b s n f UP d -,r-
or by field lton o d ' .t ded PI ly
1 -
tion.
acot'on, size or dep 7 of
i'e sh.0 o oe .,,l wlin the
indl,,I-ri utility campany before coat ruct:an.
Elevations os 6h- hereon are bused c Mecklei,Cs 6. ty
St.rmwater Ben on -arks, NAV'D 88 DatuM,.
.. This n s not intended to be
not beoused for spies, Canvey.n-ei, .,.n is-rdo,;-
LEGEND
•
DIP
EXISTING IRON PIN
'PS
IRON PIN SET' (45 nn-ESAR)
' CM
CONCRET. MONUMENT
PT
CALCULATED POINT
I.7
UTILITY POLE
o
LICHT POLE
- -
OVERHEAD UTILITY
-
FENCE INE
-
-'T-
GAS L''NE
UNDERGROUND TELEPHONE
O
S GN
SANITARY MANHOLE
CURB INLET
pl
DRAW INET
,H
r,PE HYDRANT
VIMWATER
METER
14V
WATER VALVE
BOC
BACK OF CURB
ECP
EDGE OF PAVEMENT
R/'/
RIGHT-OF-WAY
N/F
NOW OR FORMERLY
-GF
'`
COMBINED GRID FACTOR
STORM DRAIN MANHOLE
-0E-
OVERHEAD ELECTRIC
Existing Conditions
Little Sugar Creek
Along Kings -?rive
City of Charlotte,
Mecklenburg County
North Carolina
Surveying
223 North G wham S^eel I %hone:'704; 376-7777
Charlotte, NC 282172i Fan. (704-1376-2448
Scale: 1"-60' 60 30 U 60
T3 i
mate: 09,''09/04
?eject Nuilsiber. 4104066
-Revision 1: ;2;03/04
SHEET 1 OF C!I Ae,;sioc 2: 02/15/06
Lij
\(uj
V
Z
y� I-
7.8JW
W Lu 0�
U
ce Z In
U0Z
Ln2 "
4> p r cn
Z
V) � C
u.i L1
Z Q
LL,
_ Z J
.! Z UU-1
TT y
8
o'm>m011�
1:Z2
: zZ 2 r te
< HulwW mV
ugo
1JOU �u•a

Vicincy Map - NTS
P , '\•. 6 0.6
\, 620 "-
MH -�
TOP- 633.98' \
P. vo
11
NG GRID NAO'83
BSMH E'RCP IN -�
INV IIN=N=0.9
INV, 9' `\
E"<2.Ea'
NV. OUT=0 i 4,55'
SSMH B" RCP IN
TOP=630.99' \
INV. IN=622.54' \
INV. CUT=620.49' \
SSMH S" RCP IN
TOP IN=62'i
INV, CNjT=5.15' �\ /
INV. w"i=620.05'
\ 632.C7
IF TAH
•/"JLTED COVER
IN 6 6.17
T2E 4
/ �eO Cl TOP 635 9 ro Fcot�`
u b \S 51G.s5 I TOP -631 90--r-�_-
/�1 ° 09N/,
MFCKLENBURG COUNTY
�' P DB 11723 PG 749
&53 TAX `D 125-213-07 833.83 ,fo
zoo TOP -63'. LE' TOP 533.9~
/ NV N=626.89'
��'. INV, CL -623.94'
INV Oma' E2? d8 SSMH 4
/ Vt TOP -633.94' ,\
"? /STOP Gia 11 \V IN=624 72 83 111
/
i 33 v v 625 s3 our 6za 7z
1 933. 0 °� INV OUT -625 �BgSC
:
/ SS
o /
CI 30' 637 OS'
/. "'A ,y` /6}3'� -� .SIV. 0
JT'624.;
_
63.123 a 4F Z Y, LC'uAT
,?.� OF SANDY
wS4s� 4 6*d 3 I
-c - 3 G
3 Of IV fiJ-51
31.26-
J �, 6J119 63.17 ry R
a� I
633.55 v
S& E3352 e; °, \/
\ INV II (3)-62211 �oe,,s�, D 7 79 P 293
\INV 0' -IT= 22. U7 \ .-SSMH / AX 1G5
\ 551 n \\�\ /
TOP 11' t' hPL
1 T01'=6339 J� FULL ni.RDING PACE LLC
.42 T. Do 10 17 -2 824 /
11'! I'-62 •lam/ TAk ,^. 124-213-05 / I D9 13040 PG 226
�\ I ,� 9nt4 NiF 1 I 25-[13-<
T- / INV. C-671 ..7 - 630,70 / I t✓
HAROLD oGBUR\ AX ^4
t
iJ DB 4376 G 913 i "DE Irv_
' "'C� -6 / FAX ID 125-213-28 , �.
SS z� SSo r- •, � _ - C� �, '_LC TUSCAN DEI & FMENS JOr N rlt, { V SC
-'E -s o y6 ��CFJ' !_� AND RAY 5 III & FARRIy
-1F 83 c ` DE 17191 PG 156 OB 6466 FC is
��J,Ir TAX 1'25-213-05 TAX te5 Z.. 251
CLEC. I; WE'D
-
SIPHON � �'RtC_TG-ER-
68 Duke Power --
5z Ge',H R DV M KLE
3G �6' 314.3] FRDN MECKLE"JBJPG
6.i6 I. 628.72 TOP O _ \ I�
1 5 HN c0E y'_� BANK 19 RCP E -=- --��� \ \��\`` DEED INFURMATIOM1 .ac / Li E' M.a
L 629.391 INV. -52"2.321 1 / \
- lV. 623.6 `C � Nta•� OUND O_EROYl1"D_fr/v7
\� INV. C,,'' L2341_ 12 PIPE5` 630.95 \ %5227-
{��
/ • I. , 3 -� ��_ 9 w _ 94. 552 31..4/x- l 0.k5'2SE
PIM 9 �\-SSMH �'C�SE was 429.59 • JVY -1,40 \ \ ;'
NO 35 \\ 1143:59',4
TPP 63a'Ei�- °----S.xT 5.,
�•... �. NJ h' -621. 12' �" � 641 --4' ECKLE J Y \:-Z'.3?5.^v5 ,. "• �\-',.•+�•+
N". OUT 23.82 N/F \ \ \ CI OP=635
�- �1JE T320�G _�--_-:i \ -��^'�_ 835. S4
,:Gy-:��==--e7--1z PI1L col - r- D 5-z.� �, D Toa 3s.ss--�
118U nV A DS 15385 PG 539 cn p- c� -� xo'Paay-wooer C CRETE DROP CREEK ]. 0 3 .6 cPE �u�'*EE N
C 7C? 631.63. c3 -__4X ID 725-213 t0 b/ a a o 1
JL. 627 31' �yyOEPhs?'+ O GNni°.ce • DEC 835.88_ i s.'
�63�297 LENBU t C G.�N,y 2a' unw_E / \- CI TOP=63aE r\
�pj a " 1.1- FILLED WITH DE 1 1
5 • C, w1 -' • _\ \ / m� 1 Gj,�2 425 as DB 160545-2 ..37 - H. C'c ENBURG COUNTY °. �/
dt v 632 \ ✓ / E°CV.= 3 s 'TOM TAX I%125-213-26 m �' 30 :olj i
✓I� ` _ °oyj,gJ,­_------����11,` \ / 1 76 75112 P2 t66
I \3 '' 631.9! 1926.3 i -CI TOF 33.2616 / [ AX ID 125-213-27 1 L�, >\ ('--Ol l'Or�e }�+•-j
� / 0 6Yaos s"w q J` � � 1
834 INV. 3'Ji 629 ''•B TOP OF Pi I I t 2 MI1PL nE,= I j/ PN' /
i'- / y- t Ler 11
6 I G}zs -01 IQP 63 05 --� s a 1S a \� •
63 _ 3 e/ } O $� �n G3 . 9291§,'1' • }' / 7 634-
/ CI TOP=631.24' y' i
/ FILLED WITH SAUD
S7 MH--/ CI C, 631,37'--�
OP 631.1'5' hNIV OUT -28,77 j
NV V-627.63' j
i
SSMH
,CP -632.78
INV CL 63253
SSMH 12 RCP I
TOP 6325'_'
INV IN d E.52' j
CUT=625.52
SSMIi 12' RCF OUT -J
TOP=632.94'
IIJV. IN=6_-.49
OJ1=625.9':'
SSM -
'OP 633 52
!NV626.17'
,, 620.07
SSMH 5 RCP W
TO 63 y
INVIN= 627.9'
OU7=527_.9'
e ID
SS8357 0'B,'/ , c.,_�a� w;<PLc P sq
634.2E�C'nEPE u.v0.iEE i�' it B EnPLv-�-
o
19
63. yy?9�.b� . 63:. 2
�Qy,% -GC SS /\ ... 3v,]9
C, T0=--634.'. C'
V. OJT =629.60'
33 \lam \ '� / / ITIT
SSMH FULL --J
TOP=636.06' \\ 636�s I CP -635.54' 75V'
\4-
\\ �OC\✓\
6 \
= SEA'-
'-_ i.-3"' 5 -
C91,`
o =633.1 -
'1V. ;UT=632.02'
Existing Conditions
Little Sugar Creek
k
Along Kings Dr;ve
City of Charlotte,
Mecklenburg County
Norte Carolina
EF�surveong
223 North Graham SG:et iThere:
[phone]
Charlotte, NC 28202
Pex: (704) 76-2449
Scala: P'-60' 60 30
9.
-- -
v
I
;*.njeci Nl9ffher: 4104066
,I n, a%en 1. 12/03/04
SHEET 2 OF 2j
ion 2.02J15/06
Up°
1�
U
<.LIJ
6a• 1
IC/
'SOP 23.5,1(,1' \�
2 u F_ -
5 UI.
L ES
T o3.-15
C7 � Q
�_// Y
-4.69 Nv. V 628.00'
S E Uj
NV W-52790
-c - 3 G
3 Of IV fiJ-51
31.26-
J �, 6J119 63.17 ry R
a� I
633.55 v
S& E3352 e; °, \/
\ INV II (3)-62211 �oe,,s�, D 7 79 P 293
\INV 0' -IT= 22. U7 \ .-SSMH / AX 1G5
\ 551 n \\�\ /
TOP 11' t' hPL
1 T01'=6339 J� FULL ni.RDING PACE LLC
.42 T. Do 10 17 -2 824 /
11'! I'-62 •lam/ TAk ,^. 124-213-05 / I D9 13040 PG 226
�\ I ,� 9nt4 NiF 1 I 25-[13-<
T- / INV. C-671 ..7 - 630,70 / I t✓
HAROLD oGBUR\ AX ^4
t
iJ DB 4376 G 913 i "DE Irv_
' "'C� -6 / FAX ID 125-213-28 , �.
SS z� SSo r- •, � _ - C� �, '_LC TUSCAN DEI & FMENS JOr N rlt, { V SC
-'E -s o y6 ��CFJ' !_� AND RAY 5 III & FARRIy
-1F 83 c ` DE 17191 PG 156 OB 6466 FC is
��J,Ir TAX 1'25-213-05 TAX te5 Z.. 251
CLEC. I; WE'D
-
SIPHON � �'RtC_TG-ER-
68 Duke Power --
5z Ge',H R DV M KLE
3G �6' 314.3] FRDN MECKLE"JBJPG
6.i6 I. 628.72 TOP O _ \ I�
1 5 HN c0E y'_� BANK 19 RCP E -=- --��� \ \��\`` DEED INFURMATIOM1 .ac / Li E' M.a
L 629.391 INV. -52"2.321 1 / \
- lV. 623.6 `C � Nta•� OUND O_EROYl1"D_fr/v7
\� INV. C,,'' L2341_ 12 PIPE5` 630.95 \ %5227-
{��
/ • I. , 3 -� ��_ 9 w _ 94. 552 31..4/x- l 0.k5'2SE
PIM 9 �\-SSMH �'C�SE was 429.59 • JVY -1,40 \ \ ;'
NO 35 \\ 1143:59',4
TPP 63a'Ei�- °----S.xT 5.,
�•... �. NJ h' -621. 12' �" � 641 --4' ECKLE J Y \:-Z'.3?5.^v5 ,. "• �\-',.•+�•+
N". OUT 23.82 N/F \ \ \ CI OP=635
�- �1JE T320�G _�--_-:i \ -��^'�_ 835. S4
,:Gy-:��==--e7--1z PI1L col - r- D 5-z.� �, D Toa 3s.ss--�
118U nV A DS 15385 PG 539 cn p- c� -� xo'Paay-wooer C CRETE DROP CREEK ]. 0 3 .6 cPE �u�'*EE N
C 7C? 631.63. c3 -__4X ID 725-213 t0 b/ a a o 1
JL. 627 31' �yyOEPhs?'+ O GNni°.ce • DEC 835.88_ i s.'
�63�297 LENBU t C G.�N,y 2a' unw_E / \- CI TOP=63aE r\
�pj a " 1.1- FILLED WITH DE 1 1
5 • C, w1 -' • _\ \ / m� 1 Gj,�2 425 as DB 160545-2 ..37 - H. C'c ENBURG COUNTY °. �/
dt v 632 \ ✓ / E°CV.= 3 s 'TOM TAX I%125-213-26 m �' 30 :olj i
✓I� ` _ °oyj,gJ,­_------����11,` \ / 1 76 75112 P2 t66
I \3 '' 631.9! 1926.3 i -CI TOF 33.2616 / [ AX ID 125-213-27 1 L�, >\ ('--Ol l'Or�e }�+•-j
� / 0 6Yaos s"w q J` � � 1
834 INV. 3'Ji 629 ''•B TOP OF Pi I I t 2 MI1PL nE,= I j/ PN' /
i'- / y- t Ler 11
6 I G}zs -01 IQP 63 05 --� s a 1S a \� •
63 _ 3 e/ } O $� �n G3 . 9291§,'1' • }' / 7 634-
/ CI TOP=631.24' y' i
/ FILLED WITH SAUD
S7 MH--/ CI C, 631,37'--�
OP 631.1'5' hNIV OUT -28,77 j
NV V-627.63' j
i
SSMH
,CP -632.78
INV CL 63253
SSMH 12 RCP I
TOP 6325'_'
INV IN d E.52' j
CUT=625.52
SSMIi 12' RCF OUT -J
TOP=632.94'
IIJV. IN=6_-.49
OJ1=625.9':'
SSM -
'OP 633 52
!NV626.17'
,, 620.07
SSMH 5 RCP W
TO 63 y
INVIN= 627.9'
OU7=527_.9'
e ID
SS8357 0'B,'/ , c.,_�a� w;<PLc P sq
634.2E�C'nEPE u.v0.iEE i�' it B EnPLv-�-
o
19
63. yy?9�.b� . 63:. 2
�Qy,% -GC SS /\ ... 3v,]9
C, T0=--634.'. C'
V. OJT =629.60'
33 \lam \ '� / / ITIT
SSMH FULL --J
TOP=636.06' \\ 636�s I CP -635.54' 75V'
\4-
\\ �OC\✓\
6 \
= SEA'-
'-_ i.-3"' 5 -
C91,`
o =633.1 -
'1V. ;UT=632.02'
Existing Conditions
Little Sugar Creek
k
Along Kings Dr;ve
City of Charlotte,
Mecklenburg County
Norte Carolina
EF�surveong
223 North Graham SG:et iThere:
[phone]
Charlotte, NC 28202
Pex: (704) 76-2449
Scala: P'-60' 60 30
- -0 -- 5F'
-
-- -
Date: 09104/04
I
;*.njeci Nl9ffher: 4104066
,I n, a%en 1. 12/03/04
SHEET 2 OF 2j
ion 2.02J15/06
z
0
y a
s
1�
8 0 0
--o 0 0
<R
r Z
--z �> U �
Uagog-=ut�s N �o
LU
W
z
O
1,'
W
LU U
LLI
ot.
ZQ�
Up°
U
<.LIJ
V v Le)
>>
O
2 u F_ -
L ES
kn Z
C7 � Q
�_// Y
S E Uj
z
0
y a
s
1�
8 0 0
--o 0 0
<R
r Z
--z �> U �
Uagog-=ut�s N �o

SIDEWALK TO BE
\ RE•. VEb, TYR
r
r \
'
;t s
nAtiE!vU '
r°
5., I
,
-_:170LF, OF CWLVERI
,
: -
_. _.I- —_ ~• --._/.; _. --____ -
_ -- _ - - -
, GREASE TRAPS TO BE
- -- .
REMOVED
21QLF Ot'CUI VRT /�-
:; 4. �_,. _ X :::- _ _���_-_ ,_- -_- _ �: .�, _ - -. _ _ .,. ILII .•^"_ --==._-�.-.— �.e^---____. , E 10 BE
-10-BE REM vE9�., RELOCATED BY OL,H C
ILII ..,.. ERS. .P. .%
/ u
/I
/..if..693 Lf OK ULVERT h..
- E —
. _ 4 REMOVED
- _
D.
- - �-CJKE BOWER PO�FO�� � �.� -
_ _ ..
RELOCATED BY OTHERS, TVP. / - - _
_----EX. TREE TO BE - _�-
_
REMOVED. '"'TRILL �, EX. STORM PIPE TO BE REMOVED. m
!� COORDINATE STORM DEMOLITION WITH 1, m OIL i WATER SEPARATOR TO BE d.\ \ O .�,�
-- - \ ABANDONED IN PLACE. l \ a - U O EX TREE TO 3E __ EX. 5-(C3R`3 INLET U BES.
MAINTAIN POPOSED SITIVE VE DRAINA� E TYP.INAGE IMPROVEMENTS TO M.\ i 'X ti d\ i '< 6 �F- REMOVED, 1vp 0.EM0�(:.D 'va. i / O
:
ILII
X , �O - -
KINGS DRIVE
A
TI
-=- ,
E
' N
X. - -- ----
- -
— maw — - -- -- u
- '^- - F' \ .-.. - -t ._ - C� ! - .. EX_Sjpb1NALX-TO-BE - o -. �-- K
/ `.Y -.. .TILL �._DRIVE-MOVED TYP - J i �'
EXSIDEWALK TO BE __Ktt4Cfi
w
_
REM QVED, 7YP. _ - -
E
Q
E
f FEMA E_OODSVAY -'
ENCROACHMENT LINE
I�\
DEMOLITION NOTES
r4
COMMUNITY ENCROACHMENT
r
LINE TO :
\ 'rEMA FLOOD FRINGE LINE -'
FUTURE CONDITIONS
- FLOOD FRINGE LINE-
'� i
I. CONTRACTOR TO SUBMIT DEMOLITION PLAY TO THE CITY OF CHARLOTTE BUILDING S IANDAP,DS BEFOR"E DEMOL:T:O:N IS TO BEGIN AND ITIS THE
RESPONSIBILITY OF THE CONTRP.0 FOR O OBTAIN ALL DEMOLITION PERMITS .F REQJ.REO.
2, CONTRACT OR SHALL SUBMIT D LMO1-IGNSCHEDULE TO OWNER, PRIOR. TO PROCEEDING YI DEMI-TION ACTIVITIES.
3. EXTENT OF SITE CLEARING IS SHOWN ON EROSION CONTROL PLANS.
4. 5 T DEMOLITION WORK INCLUDES, BUl IS NGT LIMITED TO.
A. ROADWAY DRIVEWAYS
B. SITEJTIUT!ES
C. 'LANDSCAPING
S. CCNDJGT SITE OEMOL'TICN OPERATION`S TO ENSUp.E MINIInUM IY i'c RFE,YEN__ 'ITL -ROADS SIRECTS tNALKS, AND OTHER ADJACENTOGCUPEDORU5ED
FACILITIES. DO N07 CLOSE OR OBSTRUCT STREETS, WALKS OR O-FER CCCUPIETT CR JSLD :%ACILITI S'.VI THOUT PERMISSION FROM AUTHORITIES HAVING
jU RISOICTION.
6. RESTOREDAMAGEDiMPROVEMEN7S-OTHEIRORIGl.4AL O'JDITICT.,AS CCEP'ABLE.u' _3H.A'4,NGIURISDIC7IDN.
]_ REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPER- ANO DISPOSE OF:O=F--SITE IN A LEGAL MANNER
8LOCATE EX STING ABOVE GROUND AND JNDE.+GRO'jND IT'LIT'ES': NAREA50'WOKK.. L,:LTa ' ARE TO REMAIN IN PLACE, PROVIDE ADEQJATE MEANS
6F SUPPORT AND PROTECTION DJRING DEMO, TION OPERATION
9. SHOULD UNCHARTED, Ok INCCRRPC'TLT CHARTED PIPING C3 OT: -LER IJTILII IPE BE ENCOUNTERED DURING DEMOLITION CONSULT PROJECT E.YGINEEP. AND
UTIL-TY OWNER FOR IMMED'ATE ACTION.
O. DEMOLISH AND COMPLETELY REMOVE FROM SITE MAlEllL INDICATED O FLAN OR NOTES TC BE M:OVED`.
;I
PROTECT STRUCTURES, JT.LITIES, SIDEWALKS PAVEMENTS AMID OTHER FACIL IES FROM DAMAGE CAUSED BY SETFLEMENT, LATERAL MOVEME^IT,
UNDERMINING WASHOUT AND OTHER HAZARDS CRE EATIE1, 81 THE DEMOL'. TON OPERATION.
2. CON'HACTOR SHALL RESTORE ALL DIS-URBEU AREAS O EXISTING CONDI. IS OR BE ER.
13. ALL JNDERGROJNO JTILITI,S WI -1 N THE PROJECT LIMITS O BE REMOVED AND OR FBF JC EG N FLACE UNLESS INDICATED TO REMAIN. FEEER TO
UTI. TY PLANS AND MECHANICAL AND ELECTRICAL PLAY:. AN F.: ST'NG 'J'I.L DER. PROPOSED BUILDING FOOT PRINTS SHALL BE REMOVED OR
GROUT -FILLED .AND ABANDONED IN PLACE. ANY EXIST NG LT LI Y N CONFUCT .WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED.
4 CONTRACTOR SHALL MA NTAIN S-CAMWATER MANAGEMENT SYSTEM DUR NG
CONSTRUCTION TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS CLIP NG
STORM EVENTS.
IS. CONTRACTOR TO REMOVE ALL VISIBLE OR REASONABLYHMENT F.AOI_E MATER':AL
EQL.PMENT, ETC. FROM THE SITE IF NOT YEEDED FOR \E.JCONSTRJCTION.
16. THE LCCAI :ON OF .ALL UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM P.'JA:LAP:_E INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF TH.E
CONTRACTOR THE ENGINEER AND OWNER ASSUME NO RESPONSINUTY FOR
NACCURACY.
1 T ALL UDEMOL!T ON AND CONS'RJCTION SHALL COMPLY WITH APPLICABLE BUILD HIS
CODES AND Li. -CAL RESTRICTIONS, THE CONTRACTOR MIST COMPLY WITH ALL OF
THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES.
18, PRIOR TO 1'11E COMMENCEMENT OF DEMOLITION, THE CONTRACTOR W'LL COORDINATE
HIS ACTIVITIES WITH ALL UTILITY COMPANIES SERVING THIS AREA THE CONTRACTOR
IS TC COORDINATE FULLY WITH THE UTILITY COMPANIES ON THE EXACT LOCATION
0: ALL UNOEB GROUND UTIL TIES PRIOR TO EXCAVATION.
19. MINIMUM DEPTH FOR REMOVAL OF ALL OBJECTS SHALL BE TWO (2) FEET BELOW FINAL
GRADE. THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASE
MATERIAL.
20, A: -L PAVING REMOVAL AND DEMOLITION SHALL BE PERFORMED AS SHOWN ON -HE
PLANS OR AS DIRECTED BY THE ENGINEER OR OWNER
21. RELOCATION OR REMOVAL OF OVERHEAD OR JNOERGROUND UTILIT'. ES SHALL BE
COORDINATE'.E. WITH THE APPROPRIATE UTILITY COMPANY.
22. CO! TRACICR SHALL REMOVE ALL EXISTING LIGHT POLES IN THE DEMOLITION AREA
AT THE OWNERS DIRECTION AND AS APPROVED BY THE UTILITY COMPANY.
23. A' L PROPC.IED PAVEMENT CUTS SHALL BE SAW CUT ONLY.
24, CONTRACTOR SHALL PROVIDE A MINIMUM OF 72 HOURS ADVANCE NOTICE TO THE
OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES.
25. CONTRACTCR SHALL VERIFY AND PROTEC- ALL PUBLIC UTILITIES. ANY WORK
ASSOCIATED WITH SAID UTILITIES TO BE COORDINATED WITH APPROPRIATE UTILITY COMPANY
26. ALL UYDERGRCUND UTILITIES PREVIOUSLY SERVING EXISTING STRUCTURES TO BE TO BE
REMQVED AND OR ABANDONED IN PLACE UNLESS INDICATED TO REMAIN.
29. CONTRACT OR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED
WITH SAID UT ,.ITIES TO BE COORDINATED WITH APPROPRIATE UTILITY COMPANY.
28. CCJTRAC TOR SHALL COORDINATE STORM DEMOLITION WITH STORM DRAIN
IMPROVEMENTS TO MAINTAIN POSITIVE DRAINAGE.
GENERAL NOTES:
LEGEND
:. AU PROPER'1 AFECTED BY THIS WORK SHALL BE RESTORED TO ACONDITION
EQUAL TO OR BETTER THAN THE EXIS-ING UNLESS 0TI ERW'EE SPECIE CALL?
EXISTING UNDERGROUND ELECTRIC
-
EXEMPTED BY THESE PLANS.
EXIST NG GAS MAIN ---
--------
2. THE CONTRACTOR IS CAUTIONED THAT THE LOCA71ON AND OR ELEVATION OF
EXISTING OVERHEAD ELECTRIC-
----
EXISTINGUTILITIESASSHOWNONTHESEPLANEAREEASEDONRECORDSOFTHE
VARICUS UTILITY COMPANIES, PREVIOUS DESIGN DOCUMENTS, AND WHERE POSSIBLE,
EXIS?!NGCL SANITARY SEWER
--
MEASUREMENTS TAKEN IN THE FIELD, THE INFORMATION IS NOT TO BE RELIED ON
EXISTINGC[ WATER MAIN
- -- - - --
AS BE NO EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE
VERIF'ED IN THE FIELD BY -HE CONTRACTOR PEOR TO CONSTRJCTION.
MSTING CABLE LINE -
--------
EXISTING S?ORMORAINAGE
-
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION
EXISTING STORM TO BE REMOVEDif%%
DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS PRIOR TC PROCEEDING.
4. FIR OR TO BEGINNING CONSTRUC`ION THE CON-RACTOR IS RESPONSIBLE TO VERIFY
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL
EXISTING TREE TOES REMOVED
X '.
REGULATORY AUTHORITIES AND SHALL BE THOROUGH,% FAMILIAR WITH CONDITIONS
/ \
OF SAID PERMITS AND INSPECTION REQUIREMENTS.
5, THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
1 '
JTLI DES AND RIGHT-OF-WAYS. PUBLIC OR PRIVATE, PR OR TO WORKING IN
EXI5T: NO SIDEWALK TO BE REMOVED -----
THESE AREAS.
6 THE CONTRACTOR SHALL BE RESPONSIBLE EOR DAMAGE TO ANY EXISTING ITEM
ANDIOR MATER AL INSIDE OR OUTSIDE THE CONSRUCTION LIMIT
EXISTING CULVERT TO SE kEMOVED--------
]. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND
_
PUBLIC ARE PRO-ECTED FROM INJURY,
RANO SHA,_ NOT BE IN CONTROL OR CHARGE ANDS. ALL NOT BE
S BLE
RESPONSB.E FOR ACTUAL CONSTRUCTION MEANS METHODS. ECHNiQUES,
EXISTING STORM STRUCTURE TO BE REMOVED -
PRO EDURES, OR SArETY PRECAUTIONS IN CONNECT ON WITF, HE WORK, OR
FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NO"
--
JNDEI THE EMPLYMFNT FLANDDE5IGN.
EXISTING POWERPOLE TO BE
REMOVED 8Y DUKE POWER
1 ' l
F-
I
_.-
L
r9yX, T —
® iiig I �u} II
C' C' 3C' cC' i20'
3
Lu
/LLJ
W
Lu
{sem
Up'
aC U '
�Ln
Ln
w
W ® I
J
F- z
J �C
Z
>0
W
K
a.
,_
0
0
E
a)
r)
F.
U

jp
EXISTNG-REETO BE REMOVED
------ - - ----------
--
EX,ST NG SIDEWALK TO BE REMOVED
EXISTNGCJLVHRT TO BE REMOVED
S?O- STRUCTURE TO SEE REMOVED
xEXISTING
EXISTING PQWPR POLE TO BE
I REMOVED BY DUKE 'OVVER
x
10 10 ol 40
I i 'o
2: Z C-14
I C: n

i
Loi
a
�m
i
z
LU
LU
t/�n�
V
L
Q
Lce
U
IVOz
<U
LU
v)
Z) w z
V) - c
� U �
W C
V) O
1—
Z"' +=
w
Z E
zi

y
ax
7 Pow::
c»` j
F N�LWOR.TH AVENUE
-
i
\may i F ...
I J
r / i
_
-
-r
-
-
r ^•
DRIVE K \��
ro�
�NGS
Z
LuW
I ,
is
IL
INN
30' u 30 60' 2'
�z7c �Cr'i
i
G�
o�
i
I ALL=
_
Eos
ti
r - D
x I o
'C
w
i
—
;w
se
KINGS DRIVE
'
y
ax
7 Pow::
c»` j
F N�LWOR.TH AVENUE
-
i
\may i F ...
I J
r / i
_
-
-r
-
-
r ^•
DRIVE K \��
ro�
�NGS
Z
LuW
I ,
is
IL
INN
30' u 30 60' 2'
�z7c �Cr'i
i
G�
o�
i
I ALL=
_
Eos
r - D
x I o
'C
w
y
ax
7 Pow::
c»` j
F N�LWOR.TH AVENUE
-
i
\may i F ...
I J
r / i
_
-
-r
-
-
r ^•
DRIVE K \��
ro�
�NGS
Z
LuW
I ,
is
IL
INN
30' u 30 60' 2'
�z7c �Cr'i

— —1 WALK TG BE
ED, TYP
I
LEGEND
EXIST ING UNDERG ROU NL. -LEC T RIC --
EXISTING GAS MAIN
EXISTING OVERHEE.AJ E'_ECTR!'= — --
EXISTINGL 5ANi T AR': SEWtK -- --
EXISTINGC WATER MAIN - -----
EX,5TING CABLE L NE - - -
—
EXISTINGS ORM DIG,[NAGE-- --
EXISTING 5 ORM TO RE RE IC.✓ED --
EXIST NG TREE TO BE KEMI-0
EXIS-I,NG S'DEWA.K TC BE RE IOVED
EXI> ING CUL'+E -T -O BE REI'MOVED
EXISTIN STORM STKU-10.' REMOVED --- —
—_— —_
X
EX STING ?OWER POU T- B. -- --
REMOVED By DUKE KDWER.
<°>e N
40,
-`��..�
c �l is O.V.,
z
'LL!
'Lu
L
J
LLI
Lu/
y
�L)
N
UOlz
z
�L
UND
C
LU 'Z
s-
c
(A
2 U
F.
�'
Z
(> >
O
zJ
Y
U
C
0
<°>e N
40,
-`��..�
c �l is O.V.,

KEN!LWGRTH AVENUE
m
Fcs
< iw=
t
N—
--------------
t
aM
Z
O
C
I z
/
Z
F
�IZ
2 p
U
`Q
12
0
z
!�
w
U
z
0
w w
L
� oC z"
U®°
r
Lu z
U V) g
:Du (L
ct9 ° t
Luog N
ca
z
F— z >
o
N—
t
aM

ji
� 1
"ACCESSIBLE
� RAMP 3.1
o
� C z
' CONCRETE ENTRANCE
�z
_ v
Elm
L�
/ `\ IA✓ I/
T s
R ���
��c�N off/
-— ---
% �4 �1<1
—
_ TIE IN' O EXISTING ' ---
--� SIDEWALK
_ � I
- — -'D S:DEWA,K IMPROVFMEl S f
ATPROPERTYLINE
f
MOREHEAD ST
UNDERPASS �..
\ FOR STREAM
f
MP � APl NTS SEE
L- ER
DECORATIVE �.: B STONE SEAT WALL Z..
RAILING L3:J
¢� MOREHEAD OVERLOOK
r �
z
Ri
\ 2 CONCRETE STEPS
.' �Al - AT MOREHEAD ! - .. CONSTRJC'ED -
(� WETLANDS ON CREEK
BENCH.SEESH.F-45-+7 ]
cc_
oQ. �--MEET EXISTING TYPICAL SIDEWALK r'.4
C3.A
TRAIL SECTION
,-__._
O,'R- o�y1
T
\\ HORSESHOE 6
BIKE RACK 3.I \{ TRAIL SECTION C3.8 \ PEBBLES IN MORTA0.
SETTING BED,
\ STEFL TRASH 7 �V
STEEL ARBOR
RECEPTRCLF 3,I �/ 3.9 / - w _ _ To �FOF TERRA._
E T
A 12" CONCRETE BAND C '/x �® -�4� v
\ \ EXPANSION JOINTS P EtS -R
NORTH, SOUTH, EAST. WEST
N
SEAT WALL "71
't -
2� 8' FOUNTAIN
FEMA FLOODW,AY _ _ GRANITE C39
_ C3.9
LINE
PAVER. TYP. r� _
— 8
FOUNTAIN
��--,.�•"---_ 'L ._� —. - � � �, � \ � _ _ - - �� C3.8 C3.9 PAVING L -
�
�
ACCESSIBLE
RAMP
_ \ 3.1 FI ` —� _ 6 V 8 NEW CURB AT _ \
" E
SCORED 4 CURB 3.1 "4
CONCRETE 3.1 DRIVEWAY,CUTS- SCORED
y_T MATCH EXSTING CONCRETE, T'P. A
C � DRINKING
�-•� -_ .-. \ � .- 3-I FOUNTAIN, TYP_ -
� KINGS DRIVE
— A � LTJ BENCH, TYP.
-'\
Ed
WOODEN
FEMA FLOOD FR;NGE LINE
\ 1
\--_ FUTURE CONC IONS d9 SUNDIAL \ �T
-SEAT WALL - -
1
i FLOOD FRINGE LINE
R/W \
si �
��/
I
------------ l e r�
V \ \\
10 0' lo' sa° ao' I
L '
ui
ui
Lu,�/ x
0L z cL
UCS
Y
L 1
r
ui Z
Vl90
W L70 N Z
J F) C2
a
1 J
LL li
�5

Iry i..u'vT:Het rYP. "Iy WALL, TYP. C3.9
.CORED 4 - `. 8_ GL..ARC, iYr. - V _
8
-�_' � -- CCN�RETE, TYr. �� � \ T`►':J � - ®�_ --- —
_ _ 9 a-
SCREEN NGS. -V/
CONCRETE E^GE RESTRAINT, TYP.®
0
1 — PEMA FLOODWAY-
ENCROACHMENT
�LINE'
1 6. VERTICAL
CURB.. TYP. �3�.: �— - tvEW CURB AT _ - —'- -__ �
1 DRIVEWAY CUTS- FUTUREf - ��+�� �� STEEL TH
MATCH EXISTING CURB LOCATIONS - - —'� -� 3.I
-- '�1� .
1 RASRECEPTACLE, TYP_ �_-
-HORSESHOE6 `
BIKE RACK. TYP. 3..
POOL COPING
COMMUNITY ENCROACHMENT UNE
I
1 4�
1 \ L FEMA FLOOD FRINGE LINE-
y
1 \ \\ \ FUTURE FLOOD ITiO
FRINGEINE J
10 \ _
U O
DRINKING I
FOUNTAIN, TYP..
STONE VENEER
WALL, TYP.
q _
-7-
STO NPfVAILL. r ;EAT WALL
6"9 CONNECTION, TYP.
SEAT WALL. TYP.
`:
6BOCCE BALL 1
: URI, TYP.
1
- /0'
H
N
Z� tt M
�3� IJV

I
�
I
-- -- \
1
I
I
�
�
,
l
I
_ --r
q I
WE -1 LANDS ON CREEK
_ BENCH. SEE SHEET 4.7 ----
FUTURE UNDERPASS
:. TYP.
.CEMEI
_.y - - -�
f. - - 'i _
�i J
FUTUR'c UNDERPASS _._..— _ _.— — — — — __..
IN
_.. — — -� —
- - -
r 1NU=''
-
a
�_..---+ "- m -.m-._.- t
g
y `V
TION 7
I O
`1
_,..--'
-SEE •Iw
-� = TERAPiE l i
__ , ✓ "" OF -
1� �
1i _
i
TEMPORARY rSPHALF
�\` TRA_
a c
�i
_ _...EOp
_l- _
BENCH, IYP-
' ! f-
i
CRt
N TO
C OEF _ n_EWAIK PjBLIC
S.. I,
I
�`\
GRAiJITE
��
/
+^ i
Ci.B
PAVER, TYP.
.� � TEMPORARY TRAIL
SECTION, TYP
1
PEBBLES IN MORTARC3.8
I
d
...
SETTING BED, TYP,
3 KIOSK
�
-
,
I
_ .- HORSESHOE
BIKE RACK _(P.
..
,.`'
--.,-- ....-.`.+ STEEL TRASH\-
g % RECEPTACLE T) P, J�_3-I
------- / 4 \SCORED -
I COMMUNITY ENCROACHMENT LINE -_ — -- — 5" VERT:CAL
CONCRETE, TYP. _-- CURB. ?YP. 3�
311
BOCCE BALL —��S j
I = C3. COURT, TYP
i--/ FEMA FLOOD FRINGE LINE
I ' FUTUREFRINGEION
FLOOD FRINGE LINE
I
#--------------------
W
W
{
V
y
Lu
W
UZ
O
U
0.A
:Dw
Lu 0
N
Z
J
z
O
QZ
Jd
Lu
N
3
auc�o5z

1 /
i
1
I
i
J KENILWORTH AVENUE
TIE INTO INTO EXISTING
SIDEWA'-K __ --
------:_:_ / PLANIINGSTRIP
CONCRETE SIDEWALK
-. CONCRETE LANDING .
ACCESSIBLE
y ;�
RAMP.TYP. .
..: Ir`7PRO r[1EN SSEE
ti
TOP OF
I�NI
V
— r ENE A NMEN7ALINE�f—
z
— _
�J-----NEW CURB AT —
Z W DRIVEWAY CUTS-
MATCH
UTSMATCH EXISTING
Z'U i
G1�101-
O
�'�-'.•-: '1� 7_
TEMPOP,AR'-RA
SEC rION
J
MEET EXISFING
CONCRETE SIDEWALK
ACCESSIBLE \
... 3.1 RAMP,TY?.
c3�
5
Z
,uj
a.J
Z
O
W
LLJ
(✓ w
U Q Z
Q w
V V N
D W
W ® Z
V) m
I- Z
J� v)
-no_0,

L", SAP
� � L
1
HtR A' CAP / RAILING CAP
SCAL_:3;4„ 1
3 6"
EAS_
SEC TiON CC
' ALE,
c R r
10.68'
-_— P_I\-..-, t_-. _.f
7 j 3---
_77
I I
I 1-
PIE LR 'A BASE= '
tl
O
PIER A PASE; PLINTH 72'
SCA[ G i4 l _ G
t A.:SJV >:,':F
N
_01' 'A,---') E L
BiAFr
"AX 0 -:Ki -'VF
piER 'A'
- A CAP
3ALJSTER
P'.ER.'A SF AET
PIER'A BASE
°IER A' U\DER-COP.NC -
TYP.
4�<
1-;
0.71"
SECTION AA
SCALE I`= - ;.J - -
I, _a
<=' 5.87. 47.
I s
R535'—
R'75-
R 543" -743.
PIER 'A' CAP
SCALE, 3" 1:-0"
75 6".
C3"
9;
PIER A BASE
SCAIE3=1-0"
8`
—\ }
SFE LIF ,. (�4P DETAL
IT/
/
-- rt ARo -r=.
I
I
I
I
i
I
�
FC I 90P, NSULAI ON
C.7"
EE
PER A UNDER COPING --
t� SC
SCALE 3"= 1'-0"
z
SLr
PR_,_A5 SHAT'
W
LLJ
-
I
I
2
I
I
L
I
W
Luj
�
Ups
_ P ER A BASE DETA.'
Ce
9
� {
V
L
R'A.NDER COP NO DETAL
IL
ui
SECTION BB
l
�
piER 'A'
- A CAP
3ALJSTER
P'.ER.'A SF AET
PIER'A BASE
°IER A' U\DER-COP.NC -
TYP.
4�<
1-;
0.71"
SECTION AA
SCALE I`= - ;.J - -
I, _a
<=' 5.87. 47.
I s
R535'—
R'75-
R 543" -743.
PIER 'A' CAP
SCALE, 3" 1:-0"
75 6".
C3"
9;
PIER A BASE
SCAIE3=1-0"
8`
I
I
I
I
i
I
�
i
C.7"
EE
PER A UNDER COPING --
_SECTION
SCALE I I2 - -0— -
SCALE 3"= 1'-0"
z
RAILING CAP
---_ PIER'B CAP
PIER'B CAP i RAILING CAP
SCA,.E: 3M
— P',_I NTI-
� I
-.___---PIER"B BASE
PIER 'B' BASE / PLINTH
SCALE' 34
f
_E f
-�
4. 3"
Z 2
r — -
112"
SECTION DD
SCALE: I
• 3ST
PCL v -1 C)",
- 9
AN <S:Or 3.
. �84
,"'�_-? _._. IN HAM) COMPACTED.F,775'
E.
-
.>� NAN 8543"
IN _ 4=t NCRFTE ^^Jk T JRF
SECTION FF PIER'B' CAP
SCALE: I I /2`=i'-0'
,§ ._ESS E..
CAR DE" -AI_ 7J
1.93 f-�` � - .R D -�c--- - - --- _.- -
-
AID L,tFANSION 'i 'E
— c
4,07
= I
77
S=CTIO:. I
- Nlf t - -- - -----t
pi N, PIER B RASE _
I
+.
SCA -1. _
1
I I
LI
�1
�i.6".) ST !LESS STEEL JCJJE.
.,__'ER RNDER_OPI.,C Cr_',AIL
S a
i
I
PIER'B' UNDER COPING
SCALL: 3'- '_0.
f f— ---f 9.06
41.
— --
53
'98 't
5 88" <
_ '� � � _R83.i"
�.._ 5.2
i
- 83" - -- RSa3
��-
J=EP vNDER COPING PLINTH R/,ILING CAP
5�r,L`• 3 = -G" SCAL, 3"= 1'-0" SCALE. 3' 0"
22¢-/ /
77"
I 48
ELEVATION
SCAM: i ,_o,
2
BALUSTRADE
SEC ION
�4 DU iJ ^TR 'DIhiG
11. FPOV 'NG AP
/?._.:ASP BA
4 OR AR \
? SS \ V,
e'1 S f 5 STEEI n'EL
R"TRUD 1,C. 1NTl FO_ DA-_ C\
SCALEI"= I'-0'
\J
/ / i� i .• V// \iV�\
i
EE
_SECTION
SCALE I I2 - -0— -
-
S a
i
I
PIER'B' UNDER COPING
SCALL: 3'- '_0.
f f— ---f 9.06
41.
— --
53
'98 't
5 88" <
_ '� � � _R83.i"
�.._ 5.2
i
- 83" - -- RSa3
��-
J=EP vNDER COPING PLINTH R/,ILING CAP
5�r,L`• 3 = -G" SCAL, 3"= 1'-0" SCALE. 3' 0"
22¢-/ /
77"
I 48
ELEVATION
SCAM: i ,_o,
2
BALUSTRADE
SEC ION
�4 DU iJ ^TR 'DIhiG
11. FPOV 'NG AP
/?._.:ASP BA
4 OR AR \
? SS \ V,
e'1 S f 5 STEEI n'EL
R"TRUD 1,C. 1NTl FO_ DA-_ C\
SCALEI"= I'-0'
\J
Ln
DECORATIVE RAILING ---- -- ---- -- ----- - -- -- - - - - — ---- - -- — -- -- -- -------- - - - - --- -- - -- -- -- ---- - - - — -- ---- --- -- _ ------ - Y > � � rr°�
ICom.; O:n
z
W
LLJ
-
2
I
L
W
Luj
Ups
Ce
9
� {
V
L
LLI
{'
ui
l
�
I
R
C
Pg"
— r
i
I�
BALUSTER
N.
z
O
SCAL.E:
Ln
DECORATIVE RAILING ---- -- ---- -- ----- - -- -- - - - - — ---- - -- — -- -- -- -------- - - - - --- -- - -- -- -- ---- - - - — -- ---- --- -- _ ------ - Y > � � rr°�
ICom.; O:n

TIER 'A. --AP
SAIlis -. EK
"PR 'A3ASE
?IER'A' UNDER-�:9PING
SCOPR;O.NT :
T28
ER'3 5A A L PL .ti?i-
�_
W/ LiANFERFD EDGE ON
WA_,. SIDE: ELD Or 1.
"4XPr !S.ON i01N -- ---- -
W,' 5FA ANT. TYF
SCORE JOINTS, TYP.
1
SECTION AA
SCALE
Pi ER 'A'
ti
t
VIIN�IuyI'
A I
a i
it I !J
�' - 6 ---- E PIER A EASE -'E- Ai'_
'.5 AINL7SS S.:'FL'X)lA/EL
F 4 A 'NDER _PNG D, -Al
i -3, AR.ES
- - 3jTL,Ml',oL S XrANS'C r J TIP
A_LOw 2" R. ::F -S IKKOW OP JF S.AIE TC S-A
W F WAERPR 0OF SEAL/,,,\T
STAINLESS STEE /1' DC)"VEL A'f rNPAVSION --A' A: ONE END.
-_ - RANiTE S TS JV! H 1?- 3/4' 110RTAR IO. NTS TY'.
SE7 XX FOR PATTERN.
MORTAR SED- .G BLD
STOP WWM 3 FROM EXR VS ON,OINTS.
P'ER'B' BASE AND 1.1N I N/ CfiAr FD --- -
E^..M
.GE Oti WA -L SIDE,
NO
��-0 0IREPARE
X','A_AMP, _ =OR APPROVA_
B DSCA 3 HITEC"T.
... -. /-,"-1'4 M RAR ON'T ON AvE -F',
_ vv ---
-
i�
F� c
- --- 4 ENNESS E F ELD S -ONE VENEER
s�'
/
kCcc
ORIARE GALVANIZED NA I -ES.
-- - -- --
Sr , ACS- SZES VAR" BE WEEN Y'X'2' ,
15 X 16, :2 X. B"
ELEVATION
-- AL_ER SQljARE S-oNE o I u N GAPS
S
- ---- -------
SCA' E
T28
ER'3 5A A L PL .ti?i-
�_
W/ LiANFERFD EDGE ON
WA_,. SIDE: ELD Or 1.
"4XPr !S.ON i01N -- ---- -
W,' 5FA ANT. TYF
SCORE JOINTS, TYP.
1
SECTION AA
SCALE
Pi ER 'A'
ti
t
VIIN�IuyI'
A I
a i
it I !J
�' - 6 ---- E PIER A EASE -'E- Ai'_
'.5 AINL7SS S.:'FL'X)lA/EL
F 4 A 'NDER _PNG D, -Al
i -3, AR.ES
- - 3jTL,Ml',oL S XrANS'C r J TIP
A_LOw 2" R. ::F -S IKKOW OP JF S.AIE TC S-A
W F WAERPR 0OF SEAL/,,,\T
STAINLESS STEE /1' DC)"VEL A'f rNPAVSION --A' A: ONE END.
-_ - RANiTE S TS JV! H 1?- 3/4' 110RTAR IO. NTS TY'.
SE7 XX FOR PATTERN.
MORTAR SED- .G BLD
STOP WWM 3 FROM EXR VS ON,OINTS.
P'ER'B' BASE AND 1.1N I N/ CfiAr FD --- -
E^..M
.GE Oti WA -L SIDE,
NO
��-0 0IREPARE
X','A_AMP, _ =OR APPROVA_
B DSCA 3 HITEC"T.
J.�
_ vv ---
-
i�
F� c
- ..O..,v.°`_Tt ot+H Wl RE .EM.AL� 'EN
x c
q `C 0 oc
s�'
/
kCcc
c
I -
6' AGGREGA. _„ASE CO,;iL._
-- - -- --
i, '1, NESS S—L DOW -L
68'
SFI, 'IF2. A' CPR DEI A_
98',c COMr,ar-I EG S.,3Gi<AC;E
tR SFi v nE �:OCRE"- 11 X-, RE
93 `-
..
`A 7, MAX UVf GRAVEL.
SECTION BB
SECTION DD
!
SLAKE U2=I'-0"
oa<'
SCALE 1 /2=I'-0'
,n 110 N -Y^r
'SOLATION
AND
_
J
CAST R S'AF-
T28
ER'3 5A A L PL .ti?i-
�_
W/ LiANFERFD EDGE ON
WA_,. SIDE: ELD Or 1.
"4XPr !S.ON i01N -- ---- -
W,' 5FA ANT. TYF
SCORE JOINTS, TYP.
1
SECTION AA
SCALE
Pi ER 'A'
ti
t
VIIN�IuyI'
A I
a i
it I !J
�' - 6 ---- E PIER A EASE -'E- Ai'_
'.5 AINL7SS S.:'FL'X)lA/EL
F 4 A 'NDER _PNG D, -Al
i -3, AR.ES
- - 3jTL,Ml',oL S XrANS'C r J TIP
A_LOw 2" R. ::F -S IKKOW OP JF S.AIE TC S-A
W F WAERPR 0OF SEAL/,,,\T
STAINLESS STEE /1' DC)"VEL A'f rNPAVSION --A' A: ONE END.
-_ - RANiTE S TS JV! H 1?- 3/4' 110RTAR IO. NTS TY'.
SE7 XX FOR PATTERN.
MORTAR SED- .G BLD
STOP WWM 3 FROM EXR VS ON,OINTS.
P'ER'B' BASE AND 1.1N I N/ CfiAr FD --- -
E^..M
.GE Oti WA -L SIDE,
NO
��-0 0IREPARE
X','A_AMP, _ =OR APPROVA_
B DSCA 3 HITEC"T.
-R S: PERF
1s S AroL,
F-3.67"
AND X'.A INN n ERAS
r j O/ER,APM J,L:
- c NCRE' E LL, LAND -Or-FAC:-FD
NcrF
_ VD CJ ,"TE'J Gv K F'.L
J PIER SFI. PT J BONCR ' E MIXTURE
L WIThMAX .,MM.]PVN,-,
,/ CENTRAL PLAZA WALL AND RAI iNG
C3.o
1-11
SECTION CC
SCAM: ! 112 -0"
/a^ EXPANSION JO,NT W/ SEA -AN- -
V - T
5__P._,O _
BALUSTRADE
182'
—-_--_-. -_- SH P FR' 3 CAP D'AI_
1OR AR IV ^'
OLYS vREN -CRN jl-A '�N AND FXPANSiON
-' — CONCR -I-
?RECAST FR S1-AF7
4' 99 DOWE�-ROTR"D,NC
I „T ROM RA L NG '--A
/a" MORTAR JOINT.
PRECAST BA--STER TvR
1/.' MOR ARO v
R ESS JOIN TO � L.IDW
-ten PO,NT,..0 AF "R NYECMFD
a') STAINLESS ST -L DOWSE
DTRUD NG 1"To FOL, INDA.ON
SCALE', ! "_-0'
i 3 v C _EE AN ) IOInT-Y-
.
t ES O J CP OF 5L-','3
;TH hA
-;'1:ORTAR'OiNT, TYP.
RAv S SV, ,i,I-3/a MOR.AR;O NTS, Tl-
SEE
YP
SEE„,ER'3 BASE D -AIL r X J IN
- --- - _. - s/B ; STANLESS STEEL DOWEL VOR AR S ' TIC, R=D
-- - -
-SEEP 3 T UNDER CO NG DETAIL
/ 3 VAR'�ES h^' `^'v. C JVER
�7
Ubv: AW 4 �, RU^' :J.'ANS',ON;O NTS
I
I - .
— - ^ 4 --- 4 '0',1 _+ 1 I, LJFOR-N-
LL
BA.S. _OvPs
— r-
o
s_
\ N\JL4 �\•,`
_�3��
\', <
._
/v /v /
%rte
2.75' `J PT •S - -F ?
ICLYS S-
A ND, x14 l ON M : RA -
]>4 4
/
. , P I
_ vv ---
-
i�
F� c
- ..O..,v.°`_Tt ot+H Wl RE .EM.AL� 'EN
x c
q `C 0 oc
s�'
/
kCcc
c
I -
6' AGGREGA. _„ASE CO,;iL._
68'
Lx
98',c COMr,ar-I EG S.,3Gi<AC;E
tR SFi v nE �:OCRE"- 11 X-, RE
`A 7, MAX UVf GRAVEL.
SECTION BB
SECTION DD
SLAKE U2=I'-0"
-R S: PERF
1s S AroL,
F-3.67"
AND X'.A INN n ERAS
r j O/ER,APM J,L:
- c NCRE' E LL, LAND -Or-FAC:-FD
NcrF
_ VD CJ ,"TE'J Gv K F'.L
J PIER SFI. PT J BONCR ' E MIXTURE
L WIThMAX .,MM.]PVN,-,
,/ CENTRAL PLAZA WALL AND RAI iNG
C3.o
1-11
SECTION CC
SCAM: ! 112 -0"
/a^ EXPANSION JO,NT W/ SEA -AN- -
V - T
5__P._,O _
BALUSTRADE
182'
—-_--_-. -_- SH P FR' 3 CAP D'AI_
1OR AR IV ^'
OLYS vREN -CRN jl-A '�N AND FXPANSiON
-' — CONCR -I-
?RECAST FR S1-AF7
4' 99 DOWE�-ROTR"D,NC
I „T ROM RA L NG '--A
/a" MORTAR JOINT.
PRECAST BA--STER TvR
1/.' MOR ARO v
R ESS JOIN TO � L.IDW
-ten PO,NT,..0 AF "R NYECMFD
a') STAINLESS ST -L DOWSE
DTRUD NG 1"To FOL, INDA.ON
SCALE', ! "_-0'
i 3 v C _EE AN ) IOInT-Y-
.
t ES O J CP OF 5L-','3
;TH hA
-;'1:ORTAR'OiNT, TYP.
RAv S SV, ,i,I-3/a MOR.AR;O NTS, Tl-
SEE
YP
SEE„,ER'3 BASE D -AIL r X J IN
- --- - _. - s/B ; STANLESS STEEL DOWEL VOR AR S ' TIC, R=D
-- - -
-SEEP 3 T UNDER CO NG DETAIL
/ 3 VAR'�ES h^' `^'v. C JVER
�7
Ubv: AW 4 �, RU^' :J.'ANS',ON;O NTS
I
I - .
— - ^ 4 --- 4 '0',1 _+ 1 I, LJFOR-N-
LL
BA.S. _OvPs
— r-
o
s_
\ N\JL4 �\•,`
_�3��
\', <
._
/v /v /
%rte
2.75' `J PT •S - -F ?
ICLYS S-
A ND, x14 l ON M : RA -
]>4 4
/
---E
HND COWAC
68'
tR SFi v nE �:OCRE"- 11 X-, RE
`A 7, MAX UVf GRAVEL.
SECTION BB
SECTION DD
SLAKE U2=I'-0"
SCALE 1 /2=I'-0'
WIN
z
LU
j
,,�L/
L.
U
u
C
W �
oc z
VO<
V/�!��
W
cn
W c
I-- C7
� � l

a 0,
NOTES.
SEE.AYO'JT PLAN O, lJJ" OiwT a. �D 11 SON
C NT SPACING
2. CONCRETE SHAL B
STUN L STARS SE� � -"- ' 3. WATERPROOF SEA.:.. -O NA - '_OPE R i- COLOR,
F
DE-AfS9&6-HSS-'EET 1 ',T- "Y 4. BOULDER TO BE BJRE\n. �I ,R;T� 'OPAL HE GHT CF
LJ � '`v, _ - - -'-IE BOULDER
-IA DR,,,L Eir'I EE IRIS
yam. 0-3 S-iEF- -)ETA - - 3 f/ _. _ _ ✓ -� _ ���
C T IO .
EC \
�- i I: I
i
U (� ��CS,oN IN R �l
E,( ANSION"ONGALVA.
ED \ _ TICI T$ r`'
I -I ."C NCRE _.J-_Kr.,ORNA4MA>>^�Ry ,lE51Y.. � '� A/a A �2 T_c wrJ!.I. FFR.iij°
J
SEA -1\
SEE STRJ CA -ER 1`14L DE7A A' -.D
1 l
AC4DE CONNECT O �� —'s--- -
:.'tADE
-- `
J`PA� - JBGRAOESP D3,A5 Y EF9S%.O^PA:ED S,BEXPANSION O AN <
O O_ CI-EAW CLOSER nEEK
- >
J SO'. S A J _FNl GJLDERS
d '.✓V __ _._.__._— _. -_ � .:OGS X a.Sc 10',T.
A_ OV 1 �2" R_C SS BE ---),V 70= OF
H� S. S TO SIAL W TH WA-ERPROOF
aCENTRAL PLAZA WALT_ AND RAILING _ INFORMAL STONE STAIRS OVERALL PLAN� LOWER PLAZA. PAVING
S -C' 0"! SCALE 1/2':=1'-c` CEJ PLAN SCALE: NTS C3.7 SECTIOr; SCALE, 3;a'=I -o°
,I
P
i-
_=," DIP. 'IP7
ti CL.T STONE WALL TYP. �' 1--
� I i
Pi ORTAR;O,Ni' _Y'.
CONC. WA . TYP. SEE
LAW FOR DETAII..
METAL HANDRAIL
SECTION
„i
- S' CoNCRETE
" - SIA,B TY"P. EEO, -Y'.
\ANTTY
- EXP Iv50IJON P,
1 6 IYP_, INX°rN
f - T. 1'PP
RCA E. ..
r
.-3- -1-F 3 9"LANDING
SFE Aif-rte
V Eti ARCEMENi 0'-5 TYP. I8"531,"STONE
77---� _ - STEP
SEE PLAN FOR
LOWER PLAZA.
R.
,/ ,I - i/: " , , SCORE PATTERN
�. c;% CCIPACTED
SJBCRAD_ TYP �� �,� , o�^s✓
SCALE. 3"= '-0'
INFORMAL STONE STAIRS
SECTION
SCALE /2 0`
z° 5=
r?
I�1
_2^_V. _
B v,'/ ONE
COAT_4
J �. ...,ATS rNOH ENANEL
e_6_�
SEE SCREENINGS
\�
_ F TO
BEAPPROVED BY LANDSCAPE
6 h6 1 C/.0WWi �.
-
F XED BO ARD. S G 3E3-
CHr IN FOR 30L.ARD
l/v'3"MNL COVER
r
1� _ - _
ti t'
-_� -.
�_." -
3•RACI' c
,
--f�_ -
IE
�\
.�
-
A
- -D IN CTE E3 OT
--�--`Y
ESITE PLAN
CA,TO jN FN ISO .44
A,,-N
aw
-
u_'
.. ...
NO I ES
�
—. .ADS.,
'SE- GRAD `-G PLANS OR N'_ GER OF RISERS
� ". " • : �
,�V �
- I
.
3600 PS'4t 28 DA -S
"CO"dCR i O 3E 3 J00 PSI a 28 0, ;EXPOSED
A.CGREC 1 E EN SN
, �
-
1
- -
0) #3 ;5,
- •_N�.
tx
3. C-E/IR
!OA OR_�HArN.
�--%'
3
GEOGRI ' i DER�4° L ;^
OIN FOR 'a i f 36
SASE COUJRSE PER SPC..CA..00S
CENTRAL PLAZA RADIAL
CONCRETE ST EPS
SJ6 S .DAR JO'ASA
_ 3,7 / SECTION
4 PERFORA-ED D'. Al;v 'llPL
„TAI SS $ -_E� V (:'. - X' . TG
�BOL[.ARD
SCALE 3/4' = I'-0"
a 0,
NOTES.
SEE.AYO'JT PLAN O, lJJ" OiwT a. �D 11 SON
C NT SPACING
2. CONCRETE SHAL B
STUN L STARS SE� � -"- ' 3. WATERPROOF SEA.:.. -O NA - '_OPE R i- COLOR,
F
DE-AfS9&6-HSS-'EET 1 ',T- "Y 4. BOULDER TO BE BJRE\n. �I ,R;T� 'OPAL HE GHT CF
LJ � '`v, _ - - -'-IE BOULDER
-IA DR,,,L Eir'I EE IRIS
yam. 0-3 S-iEF- -)ETA - - 3 f/ _. _ _ ✓ -� _ ���
C T IO .
EC \
�- i I: I
i
U (� ��CS,oN IN R �l
E,( ANSION"ONGALVA.
ED \ _ TICI T$ r`'
I -I ."C NCRE _.J-_Kr.,ORNA4MA>>^�Ry ,lE51Y.. � '� A/a A �2 T_c wrJ!.I. FFR.iij°
J
SEA -1\
SEE STRJ CA -ER 1`14L DE7A A' -.D
1 l
AC4DE CONNECT O �� —'s--- -
:.'tADE
-- `
J`PA� - JBGRAOESP D3,A5 Y EF9S%.O^PA:ED S,BEXPANSION O AN <
O O_ CI-EAW CLOSER nEEK
- >
J SO'. S A J _FNl GJLDERS
d '.✓V __ _._.__._— _. -_ � .:OGS X a.Sc 10',T.
A_ OV 1 �2" R_C SS BE ---),V 70= OF
H� S. S TO SIAL W TH WA-ERPROOF
aCENTRAL PLAZA WALT_ AND RAILING _ INFORMAL STONE STAIRS OVERALL PLAN� LOWER PLAZA. PAVING
S -C' 0"! SCALE 1/2':=1'-c` CEJ PLAN SCALE: NTS C3.7 SECTIOr; SCALE, 3;a'=I -o°
,I
P
i-
_=," DIP. 'IP7
ti CL.T STONE WALL TYP. �' 1--
� I i
Pi ORTAR;O,Ni' _Y'.
CONC. WA . TYP. SEE
LAW FOR DETAII..
METAL HANDRAIL
SECTION
„i
- S' CoNCRETE
" - SIA,B TY"P. EEO, -Y'.
\ANTTY
- EXP Iv50IJON P,
1 6 IYP_, INX°rN
f - T. 1'PP
RCA E. ..
r
.-3- -1-F 3 9"LANDING
SFE Aif-rte
V Eti ARCEMENi 0'-5 TYP. I8"531,"STONE
77---� _ - STEP
SEE PLAN FOR
LOWER PLAZA.
R.
,/ ,I - i/: " , , SCORE PATTERN
�. c;% CCIPACTED
SJBCRAD_ TYP �� �,� , o�^s✓
SCALE. 3"= '-0'
INFORMAL STONE STAIRS
SECTION
SCALE /2 0`
7
z° 5=
r?
I�1
_2^_V. _
PAN
SEE SCREENINGS
E)7X3, SHEET C3,8
-
F XED BO ARD. S G 3E3-
CHr IN FOR 30L.ARD
WITH NO DETAC ED IARIF
0" —
,
IE
.�
-
,1jACEN SJR;ACE EARS
A
- -D IN CTE E3 OT
--�--`Y
ESITE PLAN
CA,TO jN FN ISO .44
A,,-N
aw
-
u_'
.. ...
-�'--
—. .ADS.,
12'CONCFE _BA'-: C,
3600 PS'4t 28 DA -S
1
- -
0) #3 ;5,
- •_N�.
tx
3. C-E/IR
!OA OR_�HArN.
�--%'
3
GEOGRI ' i DER�4° L ;^
OIN FOR 'a i f 36
SASE COUJRSE PER SPC..CA..00S
SJ6 S .DAR JO'ASA
4 PERFORA-ED D'. Al;v 'llPL
„TAI SS $ -_E� V (:'. - X' . TG
�BOL[.ARD
TEEG�' �.D
\�.� SECTION ----
--
-------------
- ---I - _v—
7
z° 5=
r?
_2^_V. _

PEBBLES IN MORTAR SETTING BED
SECTION
SCALE 34'= I' -C"
SANDRA EP STC
Y,
6 a'
.JAL .2" S FE "VG h/
'ONE COAT PPIMER'Vh0 COATS
NISH '(AME'. LCRTO BE
APPROVED B` ANDSCAPE
3 ARCRCWTEC-.
. _._. � --_-_-. _ RADIUS
-'RADIUS
Tv, EXPAr SIC'V 110 v -vP.
`:ESSE L� _
—_
­NEER, HOR- Aa :
6X6 10; 0 WVI',Vr V/3" CAV N,ZED AA
M'N _OvER �� �r-}{-- --i— N- 'PL7 FACE. SIZESA 3v7VvH:
7.X''.<. "Xla, 12X Ie
� 5
NUJ F� I I
SEE G RAD E C .A�(S - R NUMBER RISER
ON RE , B A C� P_ C,.A CF S (JCP USED
AGGrctGA TE PNISI, CR„ SlEC AGGREGATE
% T 1PAT D
JBGRADCONCRETE STEPS AT MORPHEAD S
S=CTICr,N SCALE 314"=1' C'
B C.. T RAN
IF ovi
—
CRI S- D'STGv S4ADsD_
j
-
- -
--
AG �REGATE 3 -. COMPAC- ED
L ®
a
-.. _ _ yr D.L
AJAv._ ,-- SCn ,ACE `TAR ES.
- - ti R RB, U.J O BE D� _RM NED
I A F a - MA ;TOP=1 SH:
ro ' q s y -
_ =.SCE 1 , 5, ALL EXPOSED S DES.
'
NT l
�o
000000b(x xa woco<\.
N _
f
i,L\ -CIII-S _ C- -AR
\.`"
' � `/ hl ✓ i r SFr ✓Ef rV SEC-` J\ h'Td
_
_
360P ago
.
F'SH 06 7 -RMI•\E;
SCALE. �
FL SI -F SV, ASP I'.
C`V RZ.A,.- 7 ..l, SUEMil SAN:' _ OF PAYERA,J S._�PE
CON_ Jr Jh SATv
K V T `TI \
R'. CO ��� O FORA 'R, -,.AL
'�
..
(EQJA S A - +v;
°trT A✓ GP?.N'_CRADDII ONAL,NFORf'A-ION.
f -
HO Dr4
S
_.---._. __.__ --- _ -.--
--------
,AGCRL,;A.. ,.45E COL; -JE �OMaACTED
—
-.6%_C MPA ( SUFC-a_
PEBBLES IN MORTAR SETTING BED
SECTION
SCALE 34'= I' -C"
SANDRA EP STC
Y,
6 a'
.JAL .2" S FE "VG h/
'ONE COAT PPIMER'Vh0 COATS
NISH '(AME'. LCRTO BE
APPROVED B` ANDSCAPE
3 ARCRCWTEC-.
. _._. � --_-_-. _ RADIUS
-'RADIUS
Tv, EXPAr SIC'V 110 v -vP.
`:ESSE L� _
—_
­NEER, HOR- Aa :
6X6 10; 0 WVI',Vr V/3" CAV N,ZED AA
M'N _OvER �� �r-}{-- --i— N- 'PL7 FACE. SIZESA 3v7VvH:
7.X''.<. "Xla, 12X Ie
� 5
NUJ F� I I
SEE G RAD E C .A�(S - R NUMBER RISER
ON RE , B A C� P_ C,.A CF S (JCP USED
AGGrctGA TE PNISI, CR„ SlEC AGGREGATE
% T 1PAT D
JBGRADCONCRETE STEPS AT MORPHEAD S
S=CTICr,N SCALE 314"=1' C'
TYPICAL TRAIL SECTION
SECTION
B C.. T RAN
IF ovi
SCALE 1 0'
CRI S- D'STGv S4ADsD_
j
-
- -
--
AG �REGATE 3 -. COMPAC- ED
L ®
a
-.. _ _ yr D.L
AJAv._ ,-- SCn ,ACE `TAR ES.
- - ti R RB, U.J O BE D� _RM NED
I A F a - MA ;TOP=1 SH:
ro ' q s y -
_ =.SCE 1 , 5, ALL EXPOSED S DES.
'
NT l
-.__--6 C R -BAND
f
i,L\ -CIII-S _ C- -AR
(
�= k
`
360P ago
.
F'SH 06 7 -RMI•\E;
SCALE. �
FL SI -F SV, ASP I'.
-_-0NT'NJOUS
CON_ Jr Jh SATv
As R�6:AR ?":.L!AR
I
(EQJA S A - +v;
'
f -
HO Dr4
S
(e. MIN SH J=R;
GFOGR,D.Ji DE i vKE`,' 3, -OW
<
71
�C
7
v
PERFORAED DRAi', P -
\
SCALE: 1/2"=; '-T
--_
_)ER_. E'EN 3E -OW
A E. SF PER SPFCRCAT ONE
_F
I S o _ON 'A_�T _D SLB.SRADE
TYPICAL TRAIL SECTION
SECTION
SCREENINGS _WITH CONCRETE EDGE RESP RAINT
SECTION SCALE 1"=1'-0°
-._-__.. __--_-__---_— 9 _—_--_-_- --
_-�____...
--------------------------------------------------
----------
_______________.-___-_-______.______________ _________________________
______________________________________
'r-
CAIN P'... LOCA -CN
B C.. T RAN
-
SCALE 1 0'
CRI S- D'STGv S4ADsD_
j
-
- -
--
AG �REGATE 3 -. COMPAC- ED
--
-- - -- XX\ Z RA,/r 0NrACTED
-.. _ _ yr D.L
AJAv._ ,-- SCn ,ACE `TAR ES.
- - ti R RB, U.J O BE D� _RM NED
I A F a - MA ;TOP=1 SH:
ro ' q s y -
_ =.SCE 1 , 5, ALL EXPOSED S DES.
S
NT l
-.__--6 C R -BAND
f
T
(
�= k
35E : P s 2° DA°S
a
P a
-_-0NT'NJOUS
As R�6:AR ?":.L!AR
95% __':'-ACTED SUKRADE
GFOGR,D.Ji DE i vKE`,' 3, -OW
BASE COURSE EER S-.C,FC:TIONS
7
� �
PERFORAED DRAi', P -
SCREENINGS _WITH CONCRETE EDGE RESP RAINT
SECTION SCALE 1"=1'-0°
-._-__.. __--_-__---_— 9 _—_--_-_- --
_-�____...
--------------------------------------------------
----------
_______________.-___-_-______.______________ _________________________
______________________________________
'r-
CAIN P'... LOCA -CN
B C.. T RAN
<2 <-
>
SCALE 1 0'
-_EVEL SURF ,-AJ WA EL -
j
-
OF LA ­R NNIS (:O JRT CVV"
,. RL H D STONE
--
-- - -- XX\ Z RA,/r 0NrACTED
-.. _ _ yr D.L
- - ti R RB, U.J O BE D� _RM NED
I A F a - MA ;TOP=1 SH:
ro ' q s y -
_ =.SCE 1 , 5, ALL EXPOSED S DES.
NT l
r _
f
':
VS
95:OMPA,ET v 3CR.:D7.
-._4 °EERFORA ;D DRAIN P17
G'24:1,1TE CURB (EORNERDETA'T
�, BOCCE BALL COURT _ - $GAL` ` P
SEC1ION SCALE: i"=1' -O"
- --__- -3"ASPHALT
RLSA,ED ACGREGA-E
BASE COGRSc
- _-_- S DECREE AV LE
si. T r -C A EOGR`D_lM) R;AYME( 3".-A
-� - -id -- BASE COURSE PER SPECFCA !J',S
^p
6 o
/
CCP—ACED SU6GRA'_.'.-
SCALE 1 — u"
s D --I VARJES
I-SFCu'._DER
S MI'(, SHOULDER)
SLO _ 29' ma j
i _
6 COMPAC` D A EGA - dA$E COURSE
SCA''_E: 1/2"= 1 '-T — 'EC'R D Jr rER r A 3_LOW
BASE COilRSE PER,.F A7-�ONS
95%COMPA.. E� SJdGR, ,DE
TEMPORARY TRAIL SECTION
SECTION
ZP.'U.0 i7Et GIA -E
5 2 INFOK E CONCRET-
i
2
"cRA,!TE COPE: _E$
-j _JL -/ - -moi I(TCT]_C
-�_
° II
_
;k_'NFOR-E__ VAI
V i A V'
/_4�N T REE PIT
SCAT__. 314"=1'-0°
`
_0 I N"FOP. PE—RN
- hJRTAt_ r3��
v�n'�
C _'-,C7 -"ON DINTS
J �
P4? e R a U ION.VTy
GVS 'T r hi O ti L ATO ,
CON7P,1,70. "M A E O -' O ' SCAP=
n r_ . , NC 0" .DJ.TOAAL
Ale REGATE&AS_ CO'_RSE COMPACiEJ
3 'J
s GRANITEE PAVERF.iC' F O�A.>;
C3.8 , SEC -101\1--
,RCC
---4 -_ RjFI,I P r)N=
A, PATTERN
- (, --- - -CONC _
ao
<2 <-
>
't rvi
�
j
I
t\
NT l
r _
f
T
(
�= k
K`
- I .
,RCC
---4 -_ RjFI,I P r)N=
A, PATTERN
- (, --- - -CONC _
TREE GRATE AND FOUNT AIN PLAZA HARDSCAPE _
'\ X3.8 ALAN -------- — -- -- �<-� � 4 -C
I
Q
J_
Q
W
0
w
H
Ln
J
ao
<2 <-
>
't rvi
�
j
I
a
P a
7
� �
TREE GRATE AND FOUNT AIN PLAZA HARDSCAPE _
'\ X3.8 ALAN -------- — -- -- �<-� � 4 -C
I
Q
J_
Q
W
0
w
H
Ln
J
ao
<2 <-
>
't rvi
n3J w
G<�
o
sU
os,�