20061210 Ver 2_COMPLETE FILE_20060912

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
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'dgPle,.
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North Carolina Division of Water Quality 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone [phone] Customer Service
Internet: ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% 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.
1:4
Si=P 2. 00b

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
? Minim ization/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 ? Buck Engineering
? - A Unit of Michael Baker Corporation
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'beich, 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,
Emily G. Reinicker, PE, CFM
Project Manager
Enclosure
Cc: Ms. Crystal Taylor
Mecklenburg County Storm Water Services
Challengeus.
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July 24, 2006
BVCII?'K*
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 CERTIFICA1
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July 24, 2006

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? 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: ?
® ?f,(C Lr,
II. Applicant Information
1. Owner/Applicant Information 11111111U)) AUG ? v '1006
Name: Crystal Taylor ,)[-NF, .1,,V/,T R i;UALTY
Mailing Address: Mecklenburg County Storm Water ServicesuvE11AN0s ANt, srcp.?4rg,? _ BRANCH
700 North Trvon Street
Charlotte NC 28202
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Crystal. Taylor@mecklenbur countync. 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: ereinickergmbakercorp.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, 125-213-28,125-213-26 125-213-05 125-213-27 125-213-25 125-213-23
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 ON -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.ne.us/admin/mgps/.)
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 purchased approximately e?ago, and prior business buildings 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 (BOA) parking deck currently over the creek, removal of the
685 LF box culvert behind the former McDondald's and Taco Bell sites, removal of the
former Morehead Station parking_ deck addition of a pedestrian bridge connecting the
proposed reg enway to Harding Place grading and planting bank slopes with native riparian
species 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: Primary goals include reclaiming the natural and
beneficial functions of the floodplain and stream channel while establishing an adjacent
greenway and park 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 being 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: "daylig_hting" 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 to both structure and flondint?_
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 Intermittent?
? Average
Stream Width
Before Impact 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, dredging, flooding, 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 the cumulative impact to all Waters of the U.S. resulting from the project:
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 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 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 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/wvM/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 of Non-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 I I 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.
Zone* Impact Multiplier Required
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 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
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NOTES:
North of the City of Charlotte: I-77 South, Take the Wilkinson Blvd/1-277 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 1-85 and east of 1-77. 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 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 in Figure 5. The bankfull
discharge was further verified by a stage-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 a semi-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 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 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 of mid-channel bars, and the design section does not
represent an extensive variation from the existing condition.
Referring to the modified Shield's curve, 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
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Figure 3
Little Sugar Creek Watershed Hydrology
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- i
Heavy rain at ??CMC Stream Gage
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16:00 16:00 16:00
Date & Time
L:\Projects\0204C\Hydraulics\Storm\LSCgagegraphs.xls, graph zoom 7/24/2006 @ 4:29 PM
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Figure 4
North Carolina Piedmont Regional Curve: Area
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O LSC Westfield exist cond
O Kings Drive existing cond

Figure 5
North Carolina Piedmont Regional Curve: Discharge
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Cross-section Data:
Near proposed station 76+60.
Strokh' BKF ' Max BKF
Feature T , e " BKF Area BKF Width . Depth " 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

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Cross-section Data:
Near proposed station 75+25.
Stream BKF Max BKF
Feature Type BKF Area BKF Width Depth Depth . WID BH Ratio ERA ' BKF Elev TOB Blev
Riffle G4c 223.3 49.14 4.54 6.55 10.81 2 1.6 624.11 630.87

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Cross-section Data:
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Stream BKF ', , Max BKF
Feature Type BKF Area BKF Width Dept I h Depth ' W/D BH Ratio ER BKF Elev TOB El6v
Pool 243.1 46.84 5.19 8.56 9.02 1.5 1.5 6241 628 34

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PEBBLE COUNT DATA SHEET
SITE OR PROJECT: LSC-Kings Ddve
REACH/LOCATION: Reach Wide Cnt
DATE COLLECTED: 7116/2004
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
Silt / Clay < .063 2 8 10 10 10% 4 4% 16 16%
Yttttt'CYt Ci
rrrr>•rr••rt i
? Very Fine .063-.125 10% 4% 16%
:;t't t rt't
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5
6
11
11
21%
10
14%
12
28%
l[i S A N D i
['t.'t t'LLLLLI'T 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 4 g 13 13 41% 8 32% 18 50%
i L i% Very Coarse 1.0-2.0
q
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6
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47%
8
40%
4
54%

O Very Fine 2.0-2.8 47% 40% 54%
Very Fine 2.8-4.0 47% 40% 54%
W 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%
Irv? 0 C Medium 8.0-11.0 1 3 4 4 639/ 2 50% 6 76%
GRAVEL
O Medium 11.0-16.0 4 3 7 7 70% 8 58% 6 82%
0 Coarse 16 - 22.6 2 2 2 72% 4 62% 82%
?
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8
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82%

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2 Very Coarse 32.45 3 3 3 79% 6 76% 82%
a
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O Small 64 - 90 1 1 1 84% 2 86% 82%
Small 90-128 1 1 1 85% 2 88% 82%
COBBLE
Large 128-180 2 2 2 87% 4 92% 82%
Large 180 - 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%
B LDER
Medium 512 -1024 91% 94% 88%
Large-Very Large 1024 - 2048 91% 94% 88%
BEDROCK Bedrock' > 2048 3- 76 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
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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%
riiiirtiii rs
riiiiiiiiiiiii:iiiii?;iiis i
Very Fine
.062-125

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N •iiits
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iiiris iiririr
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1.0 - 2.0
2
2% 16%

Very Fine 2.0-4.0 5 5% 21%
0 O Fi
ne 4.0-5.7 7 7% 28%
C0?
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 ?
0 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%
C Small 64 - 90 4 4% 97%
L
? 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%
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PAVEMENT / SUSPAVEMENT ANALYSIS
BUCK PROJECT NO. 204C
SITE OR PROJECT: Little Sugar Creek - Kings Drive Reach
REACH/LOCATION: 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: WE
LARGESTSUBPAVEMENT: 70 mm LARGEST PAVEMENT: 83.00 mm
SEDIMENT ANALYSIS DATA SHEET
Pavement Subpavement
MATERIAL PARTICLE SIZE (mm) Bucket (g) or 100-count Bucket (g) or bar (g)
slit/Clay <.062 0.0 - -0.3
't't''•L" t
;vr rvrr Very Fine .082-.125
0.0
1.3
it ;tititit;ti
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ttyt ?Lttit!t
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til
ALL
t
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' Medium .25-.50 0.0 50.8
I
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• Coarse .50.1.0
0.0
229.9
tt;}
L t;Y

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`
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Very Fine
2.0.4.75
0.0
323.8

O Fine - Medium 4.76-12.5 - 0.0 - 641.2
R Medium- Coarse 12.5 - 25 13.9 1043.1
A
V C coarse 25-45 1051.9 1091.9
Very Coarse 45-84 825.4 450.5
or Smell 64.90 1133.9 308.9
C Small 90.128 - -
COBBLE Large 128 - 180
Large 180.256
Small 256 - 362
Small 302 - 512
Medium 512-1024 -
Large - Very Large 1024 - 2048
BEDROCK Badmck > 2048
Total 3025.1 4452.7
Pavement
Class %7 % cum
0% 0%
0% 0%
0% 0%
0e/ 0%
0% 0%
0% 0%
0% 0%
0% 0%
0% 0%
35% 35%
27% 63%
37% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
100% 100%
Subpavement
Class% %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%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%

P?
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0
0
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Chann el materials
Pavement Subpavement
Dte= 32mm 2.3mm
Dm= 54mm 20mm
Da4= 79mm 46mm
L:\Pro)ects\0204C\Nssessment\Exlst_Cond\Sedlment\LSC-KingsDr X-2 RifflePav-subpab.xls, Data 7/24/2006
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Little Sugar Creek: Kings Drive Reach
Photo Log
M
2005.
former Bank of America parking
t?
culvert under
CK.
Little Sugar Creek: Kings Drive Reach
Photo Log

BUCK
H N(i IN H; b:R I N G
Little Sugar Creek: Kings Drive Reach
Photo Log
2005.
1

cap. April 2005.
Little Sugar Creek: Kings Drive Reach
Photo Log
B(UCKA
N
AEL

Little Sugar Creek: Kings Drive Reach
Photo Log
i? ? .tom / T
AW
Photo 9: Station 70+00 to 82+00. Aerial view with
upper right of photo. July 2003.

,idge in the
{
i
B!
r:N it
?u

r
BUCK Buck Engineering
A Unit of Michael Baker Corporation
s¦ r
L N 6> N F r r i N 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 Ehhancement 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 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 xt&Q-
Emily G. Reinicker, PE, CFM
Project Manager
Enclosure
Cc: Ms. Crystal Taylor
Mecklenburg County Storm Water Services
ChallengeUs.
40
Fb yJ
J 1 MnIA1V1 MN f1t11V l,rlvlrly 1 II
SUPPORTING DATA 2 1 C
PCN 401/404 CERTIFICATION PACKAGE

F. N
July 24, 2006

jt r .
Aft
Prepared For
Chattle--M,eelienbug
STORM
WATER
Se oces f
Prepared By
Office Use Only: Form Version M#ch 05
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 Rulesi'
? Section 10 Permit F1 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 Cer lfication
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is ploposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete sectiipln 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: ? 11 n rg
II. Applicant Information
Owner/Applicant Information
Name: Crystal Taylor
Mailing Address: Mecklenburg (
700 North T
2
las
?I\?D
pS`' 19
DENR-? ST?aMW^ERBRANCI9
28202
Telephone Number: [phone] Fax Number: [phone] !
E-mail Address: Crystal. Taylorgmecklenbur c?ync.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 Engin
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 vi(
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
USACE requires information to be submitted on sheets no larger than 11 by 17-in(
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.I.P. 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, 125-213-28,125-213-26 125-213-05 125-213-27 125-213-25 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 913Take 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 Vicinity Map and Site Map)
The Kings 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 - Upstreal
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
Page 6of13
8. River Basin: Catawba
(Note - this must be one of North Carolina's seventeen designated major river b4 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 Charlotte.
ThP narcelc were nnrchnsed annroximately five vears auo_ and nrior business buildings have
since been demolished: Paved narking areas still remain. This vroiect will dedrease 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) parking 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: -
heneficial 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 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, streOn and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT Oroject,
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 anticipatedwork,
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 being 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: "daylighting" 1,065 LF of c.
currently flows through a series of three box culverts as well as stabilizing 1,13
channel that is currently open 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 lit
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. F1
se aratel list impacts due to both structure and flooding.
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 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 Impact 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. dredging. flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name Waterbody
p
(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.S. resulting trom the 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 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
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, tr
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 col
techniques to be followed during construction to reduce impacts.
The project 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 it
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 pi
mitigation as proposed. Examples of mitigation that may be appropriate and practicabb
but are not limited to: reducing the size of the project; establishing and maintaining
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 incoinplete.
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 dir6ctions
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.
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 fora ; For
additional information regarding the application process for the NCEEP, check the WEEP
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 of Non-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 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/St1PA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the 8EPA
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 NCA(
(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 [:1 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 Required
Zone i?? pro f +', I Multiplier rt. is
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 sit
stormwater controls proposed in order to protect surface waters and wetlands downsi
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 pro]
Enhancement, or Paymei
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 10&
Applicant/Agent's nature Date
(Agent's signature is valid 661y if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13
Vicinity Map
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NOTES:
North of the City of Charlotte: I-77 South, Take the Wilkinson Blvd/1-277 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 1-85 and east of 1-77. 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 frorn
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 quic
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 hourE
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 I
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 t
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 tl•
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 hig[
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 rc-
from 900 to 1,100 cubic feet per second (cfs) according to the model. These values are
Buck Engineering Pa(
LSC Kings Drive Summary Jul)
consistent with other North Carolina Piedmont urban streams, as seen in Figure 5. The bankfull
discharge was further verified by a stage-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 a semi-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 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 paramet(
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 intc
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 ft
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 curv
largest particle size that can be moved in the channel. Our stream enhancemen
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 degn
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 sedim(
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 colli
subpavement sampling will likely be mobile during bankfull events. This moveme
aggradation.
Buck Engineering
LSC Kings Drive Summary
4
July 24, 2006
BucK?
I N f J R f fN c7
Bock Engineering
A it of Michael Baker Corporation
1 1 7 South Tryon Street
S to 200
C rlotte, North Carolina 28203
Ms. Cyndi Karoly FA? 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 gi
• excavate a floodplain bench, and I
• 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,
xk"k
Emily G. Reinicker, PE, CFM
Project Manager
4 ?
Enclosure
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
STORK
WATER
.Services s-•1,,,"-"`''.r-
Prepared By
BiUCK

July 24, 2006
Office Use Only:
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not
1.
II.
Processing
Form Version March 05
2 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
F-1 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: Mecklenbura (
27
al for the 401 Certification
n (NCEEP) is proposed
, complete section VIII,
counties (listed on page
.al Management Area of
eck here: ?
?'[??i'L
JUL. 2 7 2005
DENR VVA1 ER QUALITY
11ASNDs.'" ST"' WATER BR/
Telephone Number: [phone] Fax Number: 4 336-3
E-mail Address: Crystal. Tayloramecklenburacountync.aov I
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 Engineering, a unit of Michae
Mailing Address: 1447 South Tryon Street
Telephone Number: (704) 334 - 4454
E-mail Address: ereinicker(a mbakercom.c(
Agent Authorization letter
r/applicant.)
Fax Number: 44)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, 125-213-05 125-213-27 125-213-25 125-213-23
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 913, 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 ON -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
(Note - this must be one of North Carolina's seventeen designat ed major river basins. The
River Basin map is available at htti):Hh2o.enr.state.ne.us/admin/t? us/.)
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 project site is located 'ust: outh of u town Charlotte.
The parcels were purchased a roximatel five ears ago, and 'or business buildings have
since been demolished; Paved parking areas still remain. T project will decrease the
impervious area of the site.
10. Describe the overall project in detail, including the type of equip ent to be used: Removal
of the former Bank of America BOA parking deck currently 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 parking deck addition of a edes ian bridge connecting the
proposed reenwa to Hardin Place grading and planting ba slo es with native riparian
species, excavation and planting 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: Primary goals i
reclaiming the natural and
beneficial functions of the flood lain and stream c establishing an adjacent
greenway and park amenity.
Prior Project History
If jurisdictional determinations and/or permits have been requeste d and/or obtained for this
project (including all prior phases of the same subdivision) in the p ast, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies o 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 I T.I.P. 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
11/2005
Page 7 of 13
'
i
N/A. Future plans for stream enhancement work are being 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 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 to both structure and flondinu
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
(yes/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 acreage, multi 1 length X widtl
,e sure to identify temporary
ient 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 pact Impact
Length
(linear feet Area of
Impact
acres
Little Sugar Creek Enhancement Perennial 5 ' 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 Waterbody
applicable) )
(if ap
Type of Impact Type
(lake, pond
d A Waterbody
estuary, 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 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
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
[ter (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/ncwetiands/strmp,ide.html.
Provide a brief description of the proposed mitigation plan. I
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
cessing. Any application
red on hold as incomplete.
earn restoration in DWQ's
Carolina, available at
description should provide
to location (attach directions
amount (acreage/linear feet)
preservation), a plan view,
in easement, etc.), and a
' construction. Please attach
2. Mitigation may also be made by payment into the North Cat
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 i
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 of Non-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 er
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.
Ouse? If so, please
No El
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
213 .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
I (square feet) Mitip-ation
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 I I
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 (15A NCAC 21-1.050
Yes ? No 0) 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 policy
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).

J0 I,
Applicant/Agent's nature
(Agent's signature is valid 661y if an authorization letter from the appL
1 Date
ant is provided.)
II
/1/2005
Page 13 of 13
Vicinity Map
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Hop°?W. Ave
3 \. Ra1f900R N14VTF1
NOTES:
North of the City of Charlotte: I-77 South, Take the Wilkinson Blv A -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 the n 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 1-85 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, ?084).
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 subE
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 impaire
function of this watershed. The increase in development and impervioi
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 qL
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
* 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 a stage-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 Rea
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 locat
Carolina. These same reaches were used for the Westfield Road Rea
Campbell Creek is located in Charlotte, NC, and has a semi-urban drai
miles. Silas Creek is located in Winston-Salem, NC, and has a watersl
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 1
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 Cre(
B4c 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 is
Little Sugar Creek design reach. The design reach has a lower d50 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 i
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 constre
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
im from Morehead
t - water surface
is stage on the rating
sear 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.
ge area of 6.1 square
t that is suburban with a
Bankfull cross
Imont regional curve in
indicating the Piedmont
)rence 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 B4
as Little Sugar Creek is
hannel to freely adjust
ts. The final design will
:sign cross section is
.2. The bankfull cross
cross section area plots
lately 10' to 20' wide will
d 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 of mid-channel bars, and the design section does not
represent an extensive variation from the existing condition.
Referring to the modified Shield's curve, 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
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Figure 3
Little Sugar Creek Watershed Hydrology
CMGC Rain G age Uptown and CIVIC Stream Gage at Medical nter Drive
14 0

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

Heavy rain at
0.1 c

m
..
10:45 PM CIVIC Stream Gage
I H
d
. $-CMGC Rain Gage c

0.15 o c_
.. E

6 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

Creek rises by Creek rises 1.6'
5:15 PM. by 9:30 PM. 0.25
2

0 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 & Time
L:\Projects\0204C\Hydraulics\Storm\LSCgagegraphs.xls, graph zoom 7/24/2006 @ 4 :29 PM
Figure 4
1000
w
loo
0
u
H
'! U
10
? a
M
1 ?-
0.1
North Carolina Piedmont Regional Curve: rea
• l
? II ?
• Urban Data
O LSC Westfield design
-Rural Regression
1 10
Drainage Area (mi 2)
? Rural Data
? Kings Drive design
- Urban Regression
¦ Campbell Creek
¦ Campbell Creek
100
Urban
y = 61.16x0'64
RZ = 0.97
Rural
y = 21.43xo.6s
RZ = 0.95
1000
O LSC Westfield exist cond
O Kings Drive existing con&

10000
1000
w
v
a?
bA
w
A
100
Figure 5
North Carolina Piedmont Regional Curve:
arge
•

Urban
y = 340.66x .57
R2 = 0.95
Rural
y = 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) -
100
1000
Drive range maximum)
(Urban Data)

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Cross-section Data:
Near proposed station 76+60.
Stream : BKF MaxBKF
Feature' Type i BKF'Afea BKF Width De th, De th W!D SBH Ratio' ER BKF Elev TOB Ele,
Riffle G4c 238.8 48.51 4.92 6.75 9.85 17 1 8 6241 629 m

640 Cross-Section X1 26+57
635
c
630
-
----------------------------------------------------
?v
625

620
615

500 520 540 560 580 600 620
Station [:o-:-77BanVuli -- o- Floodpron]e
Cross-section
Near proposed
Stream BKF Max BKF
'
Feature` Type BKF Area BKF Width Depth 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
t
w 620 i
;I
615

500 520 540 560 580 600 620
Station o-_Bankfull - • Floodprone
Cross-section Data:
Near proposed station 77+60.

Feature Stream
Type''
BKFArea'
. BKF Width BKF
Depth Max BKF
Depth
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
0 625
?a
m 620
w
615
Cross-Section X3 27+57
610 4-
500
F ------ --------------------------------------------------
510 520 530 540 550 560 570 580 590 600
Station o- - Bankfull - - o- - Floodprone?
0
0
0
0
0
0 ? 0 0 0 0 0 0 0 C) C)
O 0) 00 ? C (D lLO ? ACM N
UB41 aauid IUGDJGd
PEBBLE COUNT DATA SHEET
SITE OR PROJECT: LSC-Kings Drive
REACH/LOCATION: Reach Wide Cnt
DATE COLLECTED: 7116/2004
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%
rattrrtrti
t Yt't'Ctt'CL'C:' Very Fine .063-.125 10% 4% 16%
rrrs rt•t•rrrs
ttYtittttt>:

t;tt t t'rrtg;;
s

Fine

.125-25

5

6

11

11

21%

10

14%

12

28%
i S A N D
tt
t
ttttt tx Medium .25-50 5 2 7 7 28% 10 24% 4 32%
,
,
rttrrrvr:rt
> ?titit>trt•t
rlrttrstittt
Coarse
50-1.0

4

9
13
13
41%
8
32%
18
50%
ct•r •t't•s t t tt
iUlt
Very Coarse
1.0-2.0
4
2
6
6
47%
8
40%
4
54%
(D
CD) O
Very Fine
2.0-2.8
47%
40%
54%
?
Co
Very Fine
2.8-4.0
47%
40%
54%
Fine 4.0-5.6 3 8 11 11 56% 6 46% 16 70%
Q Fine 5.6-8.0 1 1 1 59% 2 48% 70%
Medium 8.0-11.0 1 3 4 4 63% 2 50% 6 76%
GRAVEL
Medium 11.0-16.0 4 3 7 7 70% 8 58% 6 82%
0 Coarse 16 - 22.6 2 2 2 72% 4 62% 82%
0 Coarse 22.6 - 32 4 4 4 76% 8 70% 82%
Very Coarse 32 - 45 3 3 3 79% 6 76% 82%
Un0O Very Coarse 45-64 4 4 4 83% 8 84% 82%
Small 64 - 90 1 1 1 84% 2 86% 82%
2
L4 Small 90 -128 1 1 1 85% 2 88%
82%
BBLE L
arge
128-180
2
2
2
87%
4
92%
82%
O Large 180 - 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% 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
g
I
?
I ? I -
O
O
O
r
d c 1
V W 1
ca > 1
C1 •` C
cn C] s
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7
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dam'
N
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 %
•tttt •tttttttt
ttttttttttttr
•trrttsttts tts•
•tsttttrtrtttt
°t
rt
t
Very Fine
ry
.062-1125
0
1 /o
ti
;t
tttttt
tts s is tt rrttt
ctts•t •ts•ttt
tttt g •ttttt

Fine

.125-25

3

3%

4%
Miss iiis
;sets A ttttt
stet tssss
•
Medium
.25-50
6
6%
10%
tttt N ;L ss;tt
•ts•st s s ss
shit D tint
ttts;t ;ttttt
ttts;t , , ttttt

Coarse

.50-1.0

4

4%

14%
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Very Coarse
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2
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16%

0
0
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Very Fine
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21%
0 Fine 4.0-5.7 7 7% 28%
R C0? Fine 5.7-8.0 28%

0 A
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0
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Medium
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55%
U
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? 0 Coarse 22.6 - 32 10 10% 72%
C
Very Coarse
32 - 45
10
10%
82%
?0? C Very Coarse 45 - 64 11 11% 93%
C)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%
2
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PAVEMENT / SUBPAVEMENT ANALYSIS
BUCK PROJECT NO. 204C
SITE OR PROJECT: Little Sugar Creek - Kings Drive Reach
REACH/LOCATION: LSC - Kings Drive (D/S of Culvert and U/S of Morehead) X-2 Rife
DATE COLLECTED: 7116/2004
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 bar (g)
Sill / Clay <.082 0.0 0.3-
' ti 'Yti t;t'ti
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0.0
1.3
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t t'tt
'
'
'
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Fine
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0.0
6.3
i
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'?L ss+?'
•?LLL
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0,0
229.9
•,
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Coarse 1
0
2
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•??ttt tt
•
' y .
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. 0.0 304.7
? ? t t'tt ?
i
;i't'i;t Very Fine 2.0-4.75 0.0 323.8
O Fine - Medium 4,75-12.5 0.0 641.2
R Medium. Coarse 12.5 - 25 13.9 1043.1
A
V C Coarse 25-45
1051.9
1091.8
Very Coarse 45-64 825.4 450.5
Small 64-90 1133.9 308.9
C Small 90-128
COBBLE Large 128 - 180 -
O Large 180 - 256 -
Small 25e - 362
Small 362 - 512
Medium 512- 1024
Large - Very Large 1024 - 2048
BEDROCK Bedrock -2048
Total 3025.1 4452.7
Pavement
Class % % 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%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
00/ 100%
0%
100%
100% 100%
Subpavement
Class % % 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%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
poi 100%
100% 100%

Chann el materials
Pavement Subpavem
D1e = 32mm 2.3mm
Dm = 54mm 20mm
D84 = 79mm 46mm
L:\Projects\0204CWssessment\Exist_Cond\Sedimenl\LSC-KingsDrX-2 RlfflePav-subpab.xls, Data 7/24/21
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Little Sugar Creek: Kings Drive Reach
Photo Log

HAY4 41 aN ?l . 1 yqr
B0UCK
Photo 4: Station l0+00. Looking downstream along top of cap. April 2005.
Little Sugar Creek: Kings Drive Reach
Photo Log
Photo 5: Station 74+50.
2005.

cap. April 2005.

April
Little Sugar Creek: Kings Drive Reach
Photo Log
April 2005.
BUE CK
F. R. I N wr_
Little Sugar Creek: Kings Drive Reach
Photo Log
ZT7
in the
Ill
Little Sugar Creek: Kings Drive Reach
Photo Log

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
%pril
2005.
ng
BUCK
HN(iI N 1', HR INCi
cap. April 2005. v
Little
Photo

Little Sugar Creek: Kings Drive Reach
Photo Log
April
2005.
culvert under
America parking deck. April 2005.
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Cross-section Data:
Near proposed station 76+60.
Strea'm' BKF Max BKF
Feature Type BKF'kea BKF Width 11 Depth Depth W/D BH Ratio ER BKF Elev TOB EleN
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
-

620
615

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

Feature Steam
Type
BKF Area
BKF Width BKF
Depth Max BKF
Depth
W/D
BH Rati ER
BKF Elev
TOB' Elev
Riffle G4c 223.3 49.14 4.54 6.55 10.81 2 1.6 624.11 630.87
Cross-Section X2 25+24
635
630
0
625
m
w
620
615

500 520 540 560 580 600 620
Station - BankfulI - o• - Floodprone
Cross-section Data:
Near proposed station 77+60.
Stream BKF Max BKF:
Feature Type BKF Area BKF Width Depth,' Depth 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
a) 620
w
615
610

500 510 520 530 540 550 560 570 580 590 600
Station L_o- - Bankfull -0- __ Floodprone,
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PEBBLE COUNT DATA SHEET
SITE OR PROJECT: LSC-Kings Drive
REACH/LOCATION: Reach Wide Cnl
DATE COLLECTED: 7/16/2004
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 % 7.-/. Cum
Slit / Clay < .063 2 8 10 10 10% 4 4% 16 16%
Very Fine .063-125 10% 4% 16%
Fine 125-25 5 6 11 11 21% 10 14% 12 28%
L S A N D i
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ine
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GRAVEL
Medium 11.0-16.0 4 3 7 7 70% 8 58% 6 82%
'0 Coarse 16-22.6 2 2 2 72% 4 62% 82%
?
QN
-1 Coarse 22.8 - 32 4 4 4 76'%I* 8 70 % 82%

41 Very Coarse 32-45 3 3 3 t 6 76% 82%
Q("0w0 Very Coarse 45 - 64 4 4
1 4 8
1 84 % 82
O Small 64 - 90 1 -
1 1 84% 2 86% 82%
Small 90 -128 1 1 1 85% 2 88% 82%
COBBLE
Large 128-180 2 2 2 87% 4 92% 82%
Large 180 - 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%
B LDER
Medium 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
d Q 1
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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 .
rsss'rrsis trrr
rrssssss••:•rrar
"
Very Fine
.062-125
1 %
tit'ttitL
't't't'ii
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i'
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r
s sss
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rr? s S •sss
Fine
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3
3%
4%
•
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•••rsr A ,rsrrs
.
L
Medium
.25-50
6
6%
10%
ssr rrrrs
ss•ssr N •:•si>r
'
'
' '
t
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i
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vrrrs D rrrrr
• •
Coarse
.50-1.0
4
4%
14%
rrrr:
rrrrr
rtvr 'ss•rsr
srsrsrs•••'rrrrr
rrirrrrs'rrrrr
ssssrrsr?•rss•.t
Very Coarse
1.0-2.0
2
16%
rs ?t:st:rr{_s:t si:
00 U O U
D Very Fine 2.0-4.0 5 5% 21%
O D 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
0 L

? Coarse 16.0-22.6 7 7% 62%
0
0 0 Coarse 22.6 - 32 10 10% 72%

Very Coarse 32 - 45 10 10% 82%

0
0? C
o Very Coarse 45 - 64 11 11% 93%
?z Small 64 - 90 4 4% 97%
R 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
7 Medium 512 - 1024 100%
F;
AA Large-Very Large 1024 - 2048 100%
1113 Bedrock >2048 100%
Total 100 100%
CL
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N
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PAVEMENT / SUBPAVEMENT ANALYSIS
BUCK PROJECT NO. 204C
SITE OR PROJECT: Little Sugar Creek - Kings Drive Reach
REACH/LOCATION: 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: WE
LARGEST SUBPAVEMENT: 70 mm LARGEST PAVEMENT: 83.00 mm
SEDIMENT ANALYSIS DATA SHEET
Pavement Bubpavement
MATERIAL PARTICLE SIZE (mm) Bucket (g) or 100-count Bucket (g) or bar (g)
Silt / Clay <.062 0.0. 0.3

;t;vgut ?{t' Very Fine .062-.125
OA '
1.3
L L'itilLtiyi
;l t••I;ti Li
Fine
.125•.25
0.0
13.3
l1 Medium .25-.50 0.0 - 50.8
LL I iii
t ? t;r Course .50.1.0
0.0
229.9
t
' ?t
t
,t
'ii• •L•L' •} i
t?
? t Very Coarse 1.0-2.0 0.0 304.7
,
; •i•••••L•t; Vary Flne 2.0-1.75 0,0 323.8-- -

O Fine - Medium 4.75-12.6 0.0 641.2
R Medium-Coarse 12.5.25 13.9 1043.1
A C
V Coarse 25.45
1051.9'.
1091.9
Very Coarse 45 - e4 825.4 > 450.5
o Small 64 - 90 1133.9 308.9
C Smell 90-128
COBBLE Large 128-180
Large 180.256
Small 258 - 362 - '
Small 362-512
Medium 512.1024
Large - Very Large 1024.2048
BEDROCK Bedrock > 2046
Total 3025.1 4452.7
Pavement
Class% %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%
0% 100%
0% 100%
0% 100%
0e% 100%
0% 100%
0% 100%
0"% 100%
100% 100%
Bubpavement
Class% %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%
0e% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
0% 100%
100% 100%
Chann el materials
Pavement Subpavement
D1a= 32mm 2.3mm
D. = 54mm 20mm
Dab = 79mm 46mm
L:\Projects\0204C\Assessment\Exist_Cond\Sediment\LSC-KingsDr X-2 RlfflePav-subpab.xis, Data 7/24/2006
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i~^~, 'i i ~ h ~r r' SHEET Ii~iDEX:
OV'VNER ~ !tic~,en~u~g Lounty LL -h:~ !i ' ~ + Cna ter I - Fxistin Cordi ions „ate ~ r sior n ri, an
arK ~ he~re~~!on De~ar-tm~r~~ - g _ _ - - a - - _ C-I.C 0!~ ~J z. Pha e .Erosion Cnntrul Plan r p - ..over - - - - - - - - N ,
a: X84'. Br~o~sh~ire Roul vary C-I.I - C 12 Cxisti^ Co°•diti ~ S~<re~ _ ~ .5.1 - C-o.4 ~ ~ e osion Control Plar _ ~ i S - ~ e, _ - 6 N I
Lra 2 ~ ~ _4~ ~ _ ~e . rhasc 2 Erosion Control Plan = r ~#t I` i I 1 C-1.3 aril 9~nng 1, ca*~ns~ftes ~rnn) b o - _ LL c ~W e
0.E ..6_y r~ ~ _,-nsor Control r _ s° - 3 1 ,r Control Deta~Js ana votes G
I _ =~b ~ PRO ECT MANAGEMtNT ~1?ckl~n~`urg County e Chapter 2 - C .molition Flan ¢ce e oe
7 - - ~ ~ . - I F{eai ":5~dte ~el~IICeS ~epol~CTlen C-Z,p Ove, !I Dercit Plan ~ ~ ~ ~ - - - _ ~ __otc t.*y: u~ uram~e Plar ~ - ,
i i ~ ~ r~ M r ~ ' ~ C-2. C-2~4 DemoGticn r'lao ~ , y - - - - - _ ,a _ ,L I ~ 4 vJ~rs. ~ ~c~ e. ;eac Stree., Su,te 120 - r ~ i Storm Drama e Pla^ ~ ~
_ ~ ! ~ Gve~iiJti6iY g_- ~ ~ . , Cnar~otte ~C 28208 - - _ - ~ a j ~ ~ ~~,rprrp Drainage Pan ~ ~ I
- - - r i, n r ry - JOu.=~32,J1,'V Chapters Site Plan (~r~ 'qtr ~.ai~' ~
C-;.r rri ~~,.n~ge ueta~s , , ' i C-3.0 uverali Site ! a - ~ _ _ _ ~ ~ ~ ~ ~ i I
~ g ~ a C-,? S ~ .vstem Drina e A, ea_ ~ ~ ~ C-3.! - C-3 4 Site ?i n ~ I
a LandLieSl n, I. ~c - - ~ i LAN®SCA~ E ARCHITECT g c-3s - c__.~ ~ _ s~_e Deta~!~ _ ~ , _ s i
INEER ~t~ , Jcrh uraham St. ~.ha~~te i F!a ~~in~,a------------ i & ENG ~ _ - r i f' ~ C-P,v 0 r ~a! Planhrg Pla'; ~ i , ~ ~ ~ Y ;a i I Z
Lh~r.~tte, ~L X8202 Chapter 4 Grading la _ - - ~ ~ ~ L U
f, I 704. ~ s3.0?25 ' G4.0---- Overa l Grad. g ! = ~~k_~:etads rti ~ i ~ , ~ I
~adinQ'lan G4. I C-4.4 4 _ _ - - ~ ~ - - -
I ~ ~ vae~land v~~ d ~ r.ar' _ - - _ - - - ~ ~ - ,r,, ~ ~ ' STREAM ENHANCEMENT [>~cKLrg;r,eering c-as----- ~ ; _ ~ V,___- ~ ,
i -r - ~ - fv e,:a"~u ?!a t"~ ~r laic ._!mVLr. tJ"~G... .3~4ri~--_ - ~ f - - - ~ ~ ~ A . - 4, 4 ~ I r~or, Street c a.b ~ ~ i LLI - ENGINEER C-4.7 Ne ire u.~ aL .ql` ~ d ,.+u t _ _ _ ~ _ ~ ~ - - ~ UJ I LU
u, _e X00 ~ - ~ vvali ~ vow ~ A I C~
~ ~ _ _ - ' Chdr'iatte NC 28203 _ - , u' .a ~ ~ ~ - _ - ~ _ - _ n..a~.;ir~g yVall `i O <
-7 ~ ~ ~ Chapter 5 - St^eam E~ra~ ceren an ~ ~ ~ ~ _ _ _ ' ~ j\ ~04.~~ ~ _ ~ . yF~. i ,44.,4 ,p ~ _~,r reed _ _n.~, ~r~~ ~r,vvall3 ~+,i,i ~ ~ y ~ ,
_ d r C-a.~ Os_ral~ `;near , ,a - _ _ _ - v)r ~ICIII!t% i ~a~, ! ~ ~ 1 ~ ~ Q ~ C-5.1 _ 5.4 Si are Enharr ,,,~t Plug S-`.~ _ a u LU i
_ _
RU~TURAL ~di r: t~hlte~ledd kSSOCIdt2S, ~rC, C-5.5-C-5.8 StreamEn'rra~ inertPlart~gFar zr~toWall 'eta is ST p _ ' C-S~9 C-5_~0 vtear~~n'r per ~~.r`~tle ~
ENGINEER ~ (000 Morehead St. C-S.I~ G~,!) Stear E~he~~~rw,~tTyaica'~e.rio~s . - - _ _ ~ ®
J~;it~ [ - - ~ ~ :.~a~ ~ 0 MEP C-al3 C ~.15 Stream En'nanrement D.-ai~~ ~ j
j C~iarl0tte, ~ C 28208 C-5.10 - C a21 Stream Enhanc rn C•os~ ~ J ~:~tie ed`~ _ L L i I~ >
' 704, i%21885 _ _ _ - _ - _ I- _ _ I
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TECHNICAL Froehun ~ ~.o~e~son, ~~Ic GEO ~
i 2.50' E-It,~tc~~~insor-I`1cDana~~!~ Rc, ENG.NEER i
Charlotte, NC 28269 i i i
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fOPSOR Y GkFP ON ROPES kl OR RATTER, TOTA1 SE(p6E0 NSPECPON EVERV ] LIONTHS TO N'CL'JOF THE fai0ld'tMf' FREPAREO DEPTH SHALL AE 4" TD fi" DEEP F 5045 ARE I. MSPE(T Tff COL[ECTrckJ lSrEM1: It CATCH 6°W5, pIR,NG, GRASSED SWALES) FOR COMPACTS DURING GRADNG LOOSBI TO A DEPTH OF 6° TO S'.
LOOSE ROCKS, ROOTS AND OTFfR OBSTRUCTIONS SHALE BE REMOVED PROPER ELPCTKk.TR,. QEAR A(OL''NNApTEO lRP,SH FROM dA.W CkAfES APS BASR4 FROM THE SIAtFACf TO PREVEM MERFFRENCE WRH ESTABL5hMENT BOTTOMS, AND [HECK PpING FJR Ob51~'JCIONE. ANU MANIHJAIr'Q OL 'JFQ'EATKA'. 2 OiCK WETLM9 MEET PIPES FOR IWDERCUTT~, kEFLACE 4PRAP, ANO REPAIR EAOIQN PpES S. APPLY LLA1F ACCCRONG TO 504 LEST RfCOMMENDATpM, SaLS 3, RESEED IXASS S1\'>1F5 i E A. yr+ Y x-11 S
WITH pH HQ4R THAN fi ^fID NOT & LLMED. f pH B NOT WK R TS Kr,ESEAR.. REPAR ERODED AREAS IMMfDIATELV. ~ Y MlSPECTKKJ EVERY 6 ntOMHS TO MCil1tE TFE FalOWNC KNOWN, APRY L4ME ACCgtOWG TO SfdJNG SPEC61CAiKNJS BflOW. ; CEKN SFOMEN` UTPOSRIO'N liE'r'H A:f 1'ARu1US PONTS R' THE WEP.ly'\[15, R O`.PRI IS 6' OR A~` AI'PI.1 LlMES~Ofe AND RJCORPORATE MO TOP 4' TO 6" A 504_ v
i. A.PPL1'FERTILIZER ACCCftf1N'G TO 504 TEST RFCOMNIENDATNM'S. F CRUTER, SEDWEYi SH,4LL BE RE'MObEO AND WERAM'i SHALL BE RESTORED TO ORIGNAL DESIGM1 ^10 S0R TEST HAS BEEN PERFORMED, APPLY FERTRQER ACCO0.CNG DEPTH EO SEEDNG SPCfICATKKNS BELOW. OWfSi LS RESPOG5BLE F(yj, PRV'VIDWI: A PV?.1P TO DRAT. THE PO~N'D AND FOREBAYS FOR AO'JIY~R
b. ROl,a1:N SFY6E0 SURFACE PRIOR i0 Af4LICATKkJ. GROOVE CA MAINRFNANCE AND G.EAIJ 1AiTR If l.PER~. rURROW SlOPFS SiFBfk THAN 3:1. 7. FOR TEMPLYiARY SEEDWG OF AREAS WHICH WRL NOT BF BROLGFR r0 1 OWNNER 5 RESPONSeIE FOR TREATC4G Tre PCtm N'liH POLYACRYLAMIUf PER MANU'ACT'„RER
rkJAl GRADE Fqi MORE mAN IS WORKNG DAYS, FOLLOW ire SPECNWTgkS eND CQYiACT"P.: 'le CflY i OiARLOTTE EROSON CONTRA OFFICE PRIOR TO T'.MPORAP.Y ffEDINO SPELfICkiKNJS BELOW, ?RANYJG THE POND FOR RO_'iNE n1AMiENaNCF MA CLFANDUfS.
4. AFTER A RASfAL EvfNT INSPECT iTORMWATER 1YE7LAND5 TO FNSLIRF THAT THE BASIN 6 OPERATAJG AS DESI:d~L~. S. E45PECi WETLAnp SDE SLa'6 nfG REMOVE ANY YYOOOPD VEGETATIOK I
T F ~ CAPOi~S ~pq~ MAINTENANCE AS RFQLNifiJ: NJ L MOW THE SR)E ROPES ACCORL`WG O IR SEASON. NA AiUM CRASS ~IFICN' WILT BE fi". _ I [M1PN~c AREas 2 7Fe ORffK:F 5 DESIUED iC ORnN JON'N T'rf POND n 4-5 GAYS f DMVrDOWN IS NOT
S rLYn SLJPG 00. StanY, SvduGr/ GR oRi' SOILS AGCOMM5HFD N -HAT TIME, THE SYSTEM MAY Bf CLOGGED. Tfe SIX.RCE a THE QOGGNG iVPE uiE MUST BE fOIIhD AND dIMNATED.
7. ALL COMPOfFTTS l1F THE STOWfi'1AT91 `NFTLAND SYSiChI MUST BE KNi N GOOD WORKNG ORDER. 1LG. 1~ - SEPT. `5 ta:. F~aCUE LR/AC?.E 1 iEd, - N,.R.. SER1v^Ea LESPECELi 30 LB%ACPE
K09C L:SPEDFSA 10 .B/gCRf I ' ~EN1E SlCPE6, cYERAGE 601L6 _~niES 'YP- RAiE_
' ~ ri n Q . - scP-. a rpr FESCUe eD ~/acRE ~ P¢s. a -Mae. z1 s[aICEA LESFEDEm SD La/ caE GENERAL NOTE)
KOBE LESPEDEZA ',0 Ld,lI.CRF V 4 _ uAINTEney^f AREAS (y ~
I. CRY OF CHARLOi iE Sl ORM WA?ER SLA'!I(t~G. SHALL 2E PESPOLSIBIF FOR ROINPJE OPERATIOM1' ANO CLl °yrj i~ § ~_MLE eLCPE6, SOIL6 WITH AV:RAOE OR BETTER M015EURC, COOL 5'.TE$ MAMFNANCE 'YPE qA _ 2 COMRAC70R SM L' 6TAtlU F R4'aS ALONG TyT N;TL~N'p B"dACS AS SOON AS CAADMG OPERhrpNS L r~~, Igty~l I(~
L S£P". 1. 9.EN0 CF iwD ,;RI'-irPE R00 2.0 n/AGRE DICTATE SEE PE4kiM1'EN7 SEEDN'. 5P[aFK:ATICNS FOR SEE7WC SCHEIXfLE. [ i ~ S TALE FESCUES (9OX; qND I COMRAG[OR SHAL COORUMEAIE 1MfH TYI[ OWL`lE4 ANC THE OWNER'S LANDSCAPE ARCHITECT ~ ~ ~A TwG OF MORE rcEnTUCNV FOR THE SfLEC11CM OF 7fRAi.}NE.NT At2VATlC FIRMS. I
. UEGAA55 VARIETIES (IVY.'. 4 "[N .E SLOPES, DRIER SOILe, PHYSICAL LIM[iAriGNS ~~~{i{ _ 'a~C.. ryPE RATE G I+I
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DF iW0 DR MORE "URF LYaE TAL! PESCUiS JAASS-L'. M1'ED CHANN'ELi, AVERAGE SOILS
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T ES,O ' 'D DDO ,ejaCRC Oi G D 10 L u.EA. Fix I _ s L. ED c ANnftS srlal. usE ]DDD LB/ACRE of cROGnD Q . J EsrD soG Le/ Rf OF D 1D o ER'L aES. ~ Ido7,s3 ~"~~~f~
u BE PufD wr RA,E o. GDC B/aceE of s~eaw. m n 'N E H EC 9 CK NC WITH A9 H i. NE111NC DR InL'LC1 N ~G 0 'JiE R NCEL510. N SHALL 6E L5 D 1N .RgSS Q 4 LLS EO CALGULAiED HIGH WATE0. 0[PH.
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- flA E AMENDMENTS AUG. - GEC. SO RYEE!GRA'N; 120 i6/ACRE
AGR;CI,'tNRAL JHE- sroNE Arv0 ~aDD ,a/ AGiE OF 1F10-IC
fER[IUZEft AE A P'L~ED Ar :HE flA,E OG iCO: 'B/ACPE S'RAW. ?`I. 9E "HOPED e. r NIN V'IITN ASPHA 'EiTING OR MLLCH
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_ `_APES A.N9 FILS - Y E ANGIE FDA GA49E0 SLOPES 0.M1'D fI:L NO ''°EniER SHpx THE ANGLE v!H(CH CAN BE REiAINE] dY -'.'E CC _A OA 9THER AOEDUATE EROSION CDMAO'L pEVICES 05 ' 1- E5. N ANY EVENT, SLOPES LEPr E%PO6ED SHALL WITHIN li
_ GAYS OF GWMPLE'EDN OE ANY PHASE OF CPAOING BE PIANiiA 7F 7 PRGVIDED WI?H GROUND COVER, DEVICE6 pR STRUCTURES L ` ~:r r0 RESTRAIN ERCeIOM1.
W .C P NHEtiEVER LAh'p pI6NHBING AGTIV',l' 5 UNJERTAKEV 0~. - I 1 1 - ~D PR 5'tG MORE THAN ONE ACPE, If NGA tMaN ONE I ,'S ACRE IS JNCOVERED A GROUND COVER SUFFICIENT TO ~ /
iE - EAOR NUSt eE vLAfrffO OR OTHERWISE PAGVIOE WIIFIN IS I fltl6 DAYS pN '4A. PJRi9F D: FNE TRACT UPON WJICH iURiHEF ~L~ " ~NSTRUClON IS NDT PEI4G UNDEATANEN, PADVIDED 'HA' iH'~E '(,'wnf~
SHALL !-r APPLY TO ^_LGRED LAND fORHING [NE 9ASIN Of P. RESERVOIR V .ATE: 'G 9E '.NUN,^,AIEe. Z
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WETLAND R'ETLANO ~+2 rWETLANO #2 ~ v ~ ('JPPtR) ~ (LOWER) ~ ~
HARD SURFACE lEVf~ SPREADER I„~ TO EXTEND APPROX. f INCH ABOVE GRADE I i9P PF OVERFLOWN I' i Li. U
TO DETER EROSION Of BERM. 6x6 624.75 625.5 1 6.4.5 I / WOLMAN17fD RAILROAD llf ANCHORED WITH WEIR ELEVATION i ~ W ~ 15% OF TOTAL 4' LONG REBAR SECTIONS ON 6' CENTERS ~ -1 I }
70.: OF TOTAL 15X OF TOTA( I I, ~ ~ SURFACE AREA SURFACE AREA SURF PERMANENT POOL / 624.0 62A.'~ I ~ Z (fOREBAY) ACE AREA ORIFICE INVERT ELEVATION G i 623.0 ~ ~ ~ ~ ~
(MARSH) (MICROPOOL) STA8111E FILL BERM W/ PERMANENT MATTING I ~ ~ ,J _ I I 5150 PfR NORTH AMERICAN CREFN 1 ~ U
35% OF TOTAL ESTABLISH CRASS PER SEEDING ORIFICE DIAMETER 125" ',2~' 25" I JSX OF TOTAL SPECIFICATIONS ~ ~ v SURFACE AREA SURFACE AREA i W Q ~ Q
(8" TG 18" DfEP; (0 TO 9° DEEP) I W ~ - 'v I _ _ TOP Of OVERFLOW WfIR i0F Gr' WEIR i/) ~ ~ _ ; 623.75 6?3.75 ~ 622.75 C ELEVATION ~ i f R'I Z I V w
S'ORM 'I i ~ I-/~ PROVIDE A 5'xJ'x6° RIP-RAP -L b I it DRAINAGE ; ~ ` eERU,lDYEeFLaW ~ y N.+ 1 I I / APRON AT ALL PVC ORIFICE ~ Z
PIPE i II w[':.R COMPACTEC HIGH MARSH 'I, ~ (,J N , ~ 1 ~ ) I, ~ Tp 95x 57aVDARD OUTLETS. ELEVATION 623.25 :23.75 622.75 w ' I PAGCTOR I _lYE
- _ PERMANENT POOL/ORIFICE INVERT I -~rt- - - - - I I , ~ ~ TOP OF WF1R LOW fdARSH 1 L~. ~,,-r.~-_- - 1 ~ _ _ ' _ ~ 622,50 F^ 1 - _
_ ELEVATION .c2 5u j 62''. SO 1 ' V ~ HlL'H MARSH L-___ i i `V ~ A - - - -T _ _ _
:GW MARSH ~ ~ ~ ~ j ~ ~ - _ BOTTOM FORE9A" ~ 1 - - 627.C 6:1,0 c21 ~ , ~ , 807TOM FORfBAY / MlCROPOOL MIOROPOOL ELEVATION J.U J
- - L_-. I RIP-RAP APRON -'I - (GRADE FLAT]
REfEF TO SHEE i S C45 FCJR N'ETLA"°F`NE GIRA°'"° STO~MWATER WETLANDS TYPICAL CROSS-SECTION
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625 PROPOSED CONTOUR(I'INTERVAL) C5.i3 C5.15 'C§.~4~ Cs.15- ~ ~ 'C5.13 C5.15 ~
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TOPOGRAPHY SHOWN !S s002 D!G!TAL TOPOGRAPHY (2' CONTOURSt FROM i
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Upper Banks! Bench Shrubs Live Stakes _ ~ ~ s
IScientrfic Name Common Name. _ S -r ~ J; ~ Fr ~ ~ ~i SmentiSc Neme - - _ Common Name - S°AC~.N !FT O, C.; % ~ SI?~~', ~ ~ ~ e ~ ~ ~ II Callrcarpa americans 6eautyberry q' ~ ? - _ Callicerpaamericana Beautybeny 3' 15% ~ LS I, ~ e m II
- ii I--- - . - j - ~ 3 m Clethraalvfolla'Hummmgbrrd Hummmgbirb'_Summe-sweeE 3' _ -3 Cornusamomum SilkyOogwood _ 3 30/ 5m . ~ i ~ 1 - - Illexglatlra InkberryHolly 3' I 3 0,~ ~ Itea rglrnca - Sweetepire 3 51 c ~ i I ~r
- ~ y. _ I, 1 - 1 E ~llexvertrcrllata WmterberryHolly 6' 5 G:1 Physocarpusopwrfolrus Ninabark 3 201 LS \ E'~ E
aieaveyrmoaUttleHenry' 'Little HenrySweateplre 3' z AL ~ ~Samoucuscanadens!s Elderberry 3' 20% ~ ~ i ~~€o J _ - ~ ? 1 - - m ~,RosacaroNna ~CarolinaRose z' C l I A- i StreambankShrubs ~q° ~ I
- , - - \ ~ em.9 'Symphorocarpos brbrcula!us Coralberry 3 -1 Scientlfic Name Common Name S°aCIN !r 0 1 % SIZE _ i ~ ~ Z q Veccmrum corym6osum r~ighb6sh Bluebery t' z - - - - - - - -
- - ~ " A~` ~ Alnus senula!a Tag Ntler 6 _ 15/ \ } I n horhyza srmmphmssrme Yelbwroot n~ 1 L ~L I ~ Arorre arbutl/olia Choke Cherry _ _ 6' _ _ _ _ 20% _ _ 3;_ _ I
k Dogwood A' 25l I dR ~ ~ Streambank ShrUbS _ Cornusemomum S7 Y~ ~ ~~633' ~ SoierzU}Ic Name Common Name ~ S ZE
ChokeChe rc ~ 0 ~ ~ ~ ~!~derg~x ~ ~ Sweelspire 6 _ t0A BR i A - - - _ - ~ ~ I IAromearbuGlalla mY 1 morn Spioebush 6' t0A BR ~ - ~ ~o ~ V ~allca aemedcana 8eautberr ! _ Elderber - _ z, _ 3 H Sambucus canadensis rY 6' 20 / 5R ~ ~ dales pR ~ ~
rP Y Y 4' i - - - q - I • 63315 'Clefhrealnrfole 3ummersweet 3 GA_ I ~ Ff \ v - _ _ Silk -0o woad - a ~ reeS - co r ~ ~ - ~ ZE I o .633x° F VA\ Z
~Comusamomum Y 9 3' ~ bn~ , Scientific Name Common Name ACIN~ FT OC. ~ a' ~ r ~ ~ ~ t~ ~ C Alex vertrcrllefa Winterberry Hol!Y fi'_.. _ .,L I ---r~-~;r- _ J---- ,F _ (Betuemara _ RrvarBlrch 10'---- 20% BR ~ ; c~~ \ Q -
hysocarpusooullfolrus Ninebark 3'_ ;GAL _ IFraxrnuspennsyh~anida Gr_eenAsh _ 10 30% i BR / ~ \ ~ Z U .viburnum deotafum _ _ _Arroruwood Viburnum a' I Z GAL - N ssa s ha!rca ' - ` ~ ~ ~
- ~ Y Y _ _ _ Black Gum _ i0 20/ B° i ~V .V ~ ~ ~ Vrburnumnudum Possumhaw`?ibumum 5' - - F ~ Platanusac iderrahs Sycamore / ~ _ _ 1G _ 20°l cR i~ ~ \V A ~ ~
SmaiiTrees ~Cuercusphellos ~WIIIowCak _ 10' 10~ C~ ! ~ ~ Q ~ r - - - I ~ y`v ~ ~
- _ lierbaee4usseed / I~ ° ~ 1~ ~ ~ \ ~ ~ z Carpmu„ carolmera ~ Common Name - _ S Z_ _ _I ° ~ - Z 'Ironwood c ~H_- a Scientlfic Name Common Neme 6 ~ i ~ ~ ~ Cerorscanadeners Redbud {B-„ I i - - , -
__i Agrosrsalba RedtoP 29k J O ~Crataeusmarshaln -Parsle IeavedHawlhorne _ i - - -5°0;--~ i \ W 9 _ Y- 3 GA~_
~Halesradi tare Silverbell ~ r+ Baden frondnsa Beggar's mks p vh~ ~ / - - = r ~ ~ ~ ~Coreopsrslancealata Caredpsis 10% fHamameBswrgrniena - Witchhazel 5 GF'_ _ _ _ Echmacea purpusa Puryle Can - _ ehower 5% / ~ ; Vaccinium corymbosum ~V ~ ~ d
Demduous Holl ~ i ~ llexdeddua _ Y _ 5 G4~ ~ ` - - Elymas vpg,nrcu.. Jirginla Wud Rye 16°~ I \ 3 Cratae s ar alln I i p Eu
Large trees atorium flsrulooum Joe-pye Weed 3/° ~ I ~ \ Panrclmcl ndasrrum DseTongue 15% ~ ~ ~ A ~ I I / 2lilex decfdua \ ~ Scientific Name Common Name S Z~ - - - - - - ~ _ _ ~ . ~
_ Panicum.!rga!6ea Swi(chgrass 1550 ~ ~ ~ Befcls mgrs _ Rwer Birch +5 _ ' - - - - - - Xanth simm licissima _ v . - - Black•e edSusan _ '
Fraxrnus eons ivanrce ~ RudbecMa hrrta Y 72 % ~ - - - _ _ _ _ I b p Y Green Aeh, c+2 ~ i - _ _ ~ U ; _ _ i ~ N ssa Ivatica Black Gum + 3 / y ~ / i, ~~S
_ _ PlatanusoccWentalis Sycamore 8+B ~i ~j` _ ~ Quercus mrchauxri Swamp Chestnut Oak 8+g ~ ~ ~ ~ _ - . _ _ - - _ r _ _ ~ _ i' ~ + _ Viburnum nudum _ _ _ r- _ _ _ % ~ A\ ~ -
Quercusnigra ~.WaterOak B+B " - - I - 5' cA,k. SOWER ESM ~ _ _ _ ~ ' C~
ITexodrum drstichum _ '.Bald Cypress g+6 i / - , _ _ ~ _ - - - - Herbaceousseed ~ ~ - - ~ 1.
- - s Scienfific Name _ Common Name °7° ' ' " ' _ 63 'A roshs albs RedloP ~ 20% d+48'QZ ~ ~ DB ~3`= PG 69T/ -7 i ~ ~ 5 7
I__ ~ ~o_ _ , , Elymus vrrgrmcue - virgmia wud Rye ~ 3g % 83+pp / ~ ~ i \ 6z P~ ~ ium c mbesu , ~ \
Pemcumvrrgatum ~Swtchgrass 20~ ~ _ ~ ~ Sahrzechyoumscopanum LIt0e81uestem _ 10% ~ ~B~+Sp / ~ ~i I~~~r a._ ' ~
~ \ I Pamcum clanaestnum Deer Tongue ~I 10 % ' ~ ~ 8~+ at ~ ~ 3 Car loos ca~cGnl,na ~ Td se~umdao! bides ~ - _ FLO ~ ~h SOC ~ ~ ~ p d P Y '~OammaGrass_ 1D% _ ~ J , z 3~ sa ~
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B*8 3ALL Av0 H',;RLAP, SOE DETAILS, CHA?T-R 8 ~ J 617.33 H GAL - CONTAINER PLAN'S, SEE DEiAiLS, CHAPTER d ~ ~ 6ie~a7• _ ~ ' ~ ul ~ \ _ - w c~ ~ ~ u ~ 6116, / 9° I~ dl -~c - _ ~W
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Reach 2 - ~ ~ ~~z U Live Stakes _ _ W
SclentlficName CommanName SPAGING'Fi QC.1 SZE Ii ~ ~ ~ O z Q
Ca]Ilcarpaamedcana 6eautyberry 15% - _ - Cornusamomum Silky Qogwootl 3' 30% ~ S ~ Reach 1 , _ _ _ ~ ~ Z Z
W~~ w Iteavrrgrnrce ISweetspire 3' i61 LS tlpp8r Bank$l t3enah $hrUAS ~ m Ph socarpusopull/onus ark 3' 20/ _S i ~ ~ N Y Eldebe - - ~Saen6LcName - GommonNam_e _ SnAC~NG(~TOO.i~--- SIZE.-.. ~ - ~ ~ ~ Z Q Lli
Sembucus canadansis RY 3__ 20% ~ ~ ICal+rcarpa ame-rcane 6eauiylerry - 4 LL Y E Ll
StreambankShrubs ~Cefhrsalm/o isHummrrc6ikd`-Hurmm~gbirdSummersweet 3 }.s~ - ~ r~J ~ cr Ilexglabra _ Inkber Holly 3' 3 ^a~ J Y w f- SclantlflcName Common Name Iw ;FT GG) ~ ~ _ _ ~ h~tES. ce r
T Nder ~nussemulate _ ag_ _ _6 16% B'<_~ hexVartrcdlata Winter-~erryHolly _ 5 5~~_'_ _ BR-3~+R_RO~i,~EEOc,;~L.CHnPTERS LS-L t~ A4_ 5 Choke Che
~i~AAranlaarbuMolia nY E 20k ~ E ~ lteav rocs L IeHenr' LittlaHen Sweelspue - E+6 _ B a SEU E CHnP? Y r9 Y ry 3' a Sik Do wood - - EE DE A x+ a 8 ~ Cornusamomum Y g e _ 26% I B4 Rosacaro6na CarollneRcee 3 i G` . ~ - - ~ ~ - 3, ~ Qz- - x GAS „ONTA,vtR P~-ANiS, 9E O. M.S, ~R b
Itea vl rnrca Sweets ve 10% B4 ymp orocarpo. orbmulaus Corelb _ ry 3_V~ ~ P - o - 10% ~ 93 Vaccmrumcorymbosum Highb~e~----. - _ - , >Jndera benzom Spicebush ash Blueber j E
Sambueuscanadensla Elderberry 5' 20% BP Xanthorhyzasimmpliaserme Yallowroot 3' ~ GAL
Trees StreambankShrubs ~ cName - Common Name SPA, 0~ (r ~ QC % SIZE Smenhfic Name Common Name A -N t 0 G, c ZE _ Large trees & Sclentifl _
- Bafu(anrgra River Birch 0 20 BR i Aronearbuh+oha Choke he ~ I~I - _ on Name 5~ ~ ~ ` mY 4' ScientrfmNam_e Comm Fraxmus eons Ivariice Green Ash _ 1 G' 30% 5R _ Calrmar a amehcans Beaut fie ~ i Betula n ra _ ;i A Y ~ P Y nY r_ 9 RrverBlmh 9+3 m
ssas Ivan Y Y oa BlackGum G 20% BR ~ Cletrraamfolle 9ummersweat 3' 3 ~ ~ frexTriuspennsylJanrca Green Ash E+8 'I ~ ~ o sa eylvahoa ~ _ Black Gum 3 B _ 1 ~ s 5
Platanusoocldentalls Sycamore 20/ BR Comus amomum WiniertewpHoll 3 -3 _ --_i Nys - , m 4uercusphellos Willow0ak "0' ~0% ~ B+ fllexverfr.,rllata _ _ry Y_ _ 6 F~ _ i Scemore a 7 i, 0 ~ _ Pla,anusocadenta_Gs Y c~_
+Ph socar usdnulr£aNUS - ~ ~ . Swam ChesinutCak ~ _ Z Y A Ninab k 3 r_ Quarc,rsm.chaulur p cTP Herbaceous seed ~ - - - - s ~ - ~ - - _ Vbumumdentetum Anowv,oodViburnum a Quercusn+gra WaterQak B+8 ~ ~ Scientific Name ',CommanName % ~ - _ _ _ _ _ _ ~ I ~ `i~`~~.~ S, i ~ s' e
- _ - _ _ ~Vrburnum wdum Possumhaw Viburnum ~ i~ Taxodium drsbchum Bald C ress I ~ . i ~ ~ YP 8 i Agroshsalba RedtoP 20% ~ ~ - - Pfi~ ~ 1 ~ ~ ~ S 3
'Bidensirondosa Beggarsbcks-- 5%_: $mai~TreeS - HerbaCeOUSSeed _ - I i 3 Coreo~srs Ianceaiafa ~ Coreopsis ~ ~ ~ - a ! ~ l '0 I p 1_0%a EScrentifec Name Common Name ,','E 'Scranlitrc Name Common Name 1 I` so ~yT c ~L 5 I!!I3
- _ p rp pleConeFlower a Ca inuscarolmrara Ironwood 10 ~A~ { Agrros(rsalba Redtop 2p% ~a c 3 Echmacrea u urea Pur 5 0 ~ P ' Elymusvrrgrorcus VirglniaWildRye a5% I _ - - _ - _ Cerorecenadrsrs - Redbu~ ro 4L~E+B Elymusvrrgnmus VirgimaWlltlRye 30oj ~
- - m ~ ~ etonumfistulosum doe eWeed - rCretaegusmarsha,lu ParslayleavedHawthorne z GAS Perrmumvngafum Switch ras ~ r~ 1 W _ PY _ _ ~ 3°h_ _ 9 _20( Deer Ton ua ~Heresredr fera 3 Schrzach numsca adum I zz~~'„ - ~ S W
Panrcumclandestrnum 9 15% I P Suverbsll G"' y P L_ntleBluestem _ 10% ' Panleummrgatum Swdchgraes 151 ~liamameusu4g~nrana Witch hazel 5 GAL ~Pamcumclandesrnum DeerTongua 10% m' 0' - „~g 3
Rudbeck+ahrrta IBleck-eyed Susan 12% llexdeadua _ Deciduous Holly ~ Gau ~irrsecumdact oides ~P N GemmaGrass ?0% L---- ~ o=o~ .

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iltexglebra - - InkberryHally _ 3_ ~xL_ - ~Comusamomum Y 9 c 25 r° a g V7 Illexver(icrllata winterberyHally 5' ~ 5 GAL ~L_._, - _ ~Ifeawrglmca Sweetsoie 6' 100 ~ 'R _ _
- Ilea wrgrmca Llttle Henry Little He ry Sweetapne 3 _ 3 GAL NOTES. i - - Llnderabenzam Spicebuen _ - . = - - 3' tOr r 9R ~ _ - Rasa aroma Carolina Rose 3' : _GA ~ ,ry,
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_ r e t , c, r t- - ---C I r n C~ r~Z`` i 9 Xenfhorh zasimm llassrma r x GAL - CCNT4IV_R PL„hi_ ,E~ C-i' L~ rinaiEe 8 SclenlificName CommonName PA 1 ~ Y P Yellowroal 3' ,A~_ ~aetulanrgra- RlverBirch _ _ - ~ '0'~ ~ ~
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ca SlackG~m 20i BR i iAroniearbutr`ohe ChakeCheny I 7, Sclentlflc4ame ~CommanName SIZE _ _ ~ i GA _ _ ~~Platanusocc~dentahs .Sycamore.. _ 'p'. 20/-I D2-'I _ S e
rp encana- Beaut bar _ ! Setulani m__ _ HR = Y ry 4 3 rAL g _ River Birch B+P Calllca aam ~ ~Cuercus hellos m - - - Fraxmus eons Namca _ ° b ~ClethraalnJalla Summersweet 3' 3 GAL ~ P y OreenAsh B 5 P 'Willow0ek C' 10h ~ b
I - _ - - - ` - - - - Herbaceous seed r Cornusamomum SilkyDogwootl 3~ I - 3 GaL ~ jNyssasylvalrca Black Gum B+8 - I - - _ llexvertmrllata Winterber Hall ---.,I _ alrs _ Sycamore"_ g+~ - ISclentlAcNeme - ~CommonName. _ ~ _ _ ry Y fi -1L Platanus accident 5 E
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- I Y r8 A Y _ 15% m 2 _ _ ~Eupatanum Astulosum PY _3% - - Carpinuscero,inrana- Ironwood 1 Cr,L 1, ~grostrsalba Redtop 2pA - ~ ~Panicumclandeshnum f)eerTongue - 15%-_-_- I~ ~ - ry°~ ~ si
„au a+B IElvmusvr mrcus _ JirviaWildRe m ~ Cerclecanadensis _ Redbud i _ I~ rA 9_ - Y 30°°!°. iPanicumvirgafum _ _ _ _Switchgra s 15°a 'G. ^m}' Crataegus;narshallri Parsley-~eavPdH3wthame ? ~a~ ~ ~PBNCOmVIfQatum Switchgrase 2pj - ~ _ ~ - - - Rudbeckrahlrta E(ackayedooean 12% 'I Qom? °
;Halesradiptera Silverbeu S4L - _ I,Schaachyrmmscopeuum _ Ltlle9luestem 10% i ~zzY'~ gg - ~ 5 ( ~ gg ~Hamameliswrglnlaaa Witch hazel AL ~anl Deer Ton ue ~ ~ G ~ cumclandestmum g 10°°%. ~ ova go ~ S
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~ ScientlflaName CommanName _ ~ H : " (FT vC c= 'I i ~ 1 - (Y
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- _ Trees ~ ~ J
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Black Sum _ _ 10 20h I Y ' ~ Q I'l~; ' ~ Platanusoccrdenralrs Sycanore 'i0 20% i ,.K ~ U
l ' I r - Ci9 1 ~Quercusphellos _ b,~,NevrOak -~~10 tp°ra BR--1 W it - - - _ _ Herbaceous seed
+ - _ SclentlflcName Garman Name ice"' ~'I' I ,.1 1 ',~1; I r _ _ AgrasGealba - - R<.dwP 20%
i + ~ , l+ + , + i +i I;i I Ili ,l+ Ill ~rl r+ r.,l I,I ~idenslrond_osa Beggesti~s 5a~
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. _ - . TERPJi`5~ H°'~ /~l 'Y ~ x _ _ ~ S . - ~ MN ITi RY C, HAIL ~ Of - - _ ~ TEMPORA n~ _ -w _ _ ° ~ C, ~ ~ ~ TRAIL L m
° _ NCH. TYP ~ M _ . ~ ~ U . - ° ~ CONCRc E SIDEWALK ~ i~ 3J ~ r w
~-~~yi - ~;anNE;,TON ro PUauc ° - ~ ~d 8_ GRANITE ~ ` , STREET SiDeWALK T ~ ~ ° ~ m ~ ° PAVER~TYP. ~ w w C3~8 < ~ EMPORARY TRAM / t
° _ .%.y~ , l ~ ~ ~ ~ Ce.@ SECTION, TYP. i 1 --_I_-_- - - ~ ~ PEBBLES IN MORTAR _ ~ \ "
° ° ° ~ C3.@ SETTING BED, 7YP. \ i ° \ W ° - HORSESHOE 6 L ~ 3 KIOSK ~ j
~ I 3.1 ~ ~ A. _ ~ ~ I - BIKE RACK. TYP. 3.1 ~ ~ _ _ _ _ `
STEEL TRASH 7 ~ _ ~ ~ ~ / ~ LL RECEPTACLE,fYP. _ - / I
~ l- - p / - _ i ~ z O
4~"~ ~ a FEMA fL06DWAY _ ~ _ - - _ _ . _ X --ENCROACHMENT LINELINE ~ ~ ~ ~ ~ ~ \ _ G
\ ~ ~ 4 SCORED _ 3.1 CONCRETE, TYP. MMUNITY ENCROACHMENT LINE . - - - J \ ~ CO _ - - 5 VERT,CAL L° 1/ ~ N O
G ~ o ~ / ~ ~ z
_ ~ 7 / ~ i ~ - < ~ ~ 6 60CCF. BALL - ~ ~ ~ % y Y G
I ~ ~i/ ~ ~3.@ COURT, TYP. - - - I Q v Y G
L~ _ _ - ~ ~ _ - r _ _ _ ___---J- ~ N 7~ 2 r
, ~ ~ _ _ z
FEMA Fl00D FRINGE LINE--T O u
V " ~ i ~ FUTURE CONDITIONS__% ~ - ~ ~ 'y Z fL00D FRINGE LINE
~ I _ ~ J~~ % ~ ~ w d l ~ J m z
Z y w ~ w F- J CL u1
` ~ ~ J ~L E ~ A i
~ ~ - ~
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i I
~ t
I
la
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z i
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I I -r----- ~ - - 628 ly Y
i _ ~ ~ ~ - ~ - - ~ - ~ I ~ - I L~
i I EXISTING G~OUND (TYP.r ~ ~ Z 626 - ! - - I - - ~ - - I~ ~ ~ O 1z ~o
' ~ - - - 626 ~ - i ~ ~ ~ ~ z 1-
i ---r - - ~ - - - ~ y-
- - ~ i ~ ~ / PROPOSED NKFULL ELEVATION (~YP.) I ~ N 624 _ - - I I - ! ~ - - --N- - - ~ ~ ~ f- T- Q,
a ~ - - ~ I I I ~ ~ ~ + ~ I ~ j ~ , 1 - - ~O ~z
m _ n d n ~ n i ~ I ! ? ~ 1 I r- PROPOSE[ THALWEG ALIGNMENT (TYP.) L - ~ U 50 J
622 ~~~-u-- - Q W Q~ii Q~~w ~ ~ r~' ~o +!n +~r; I o!~ alp ~ U i 1 ~ L
w ~ - w f- - ~ N~~ -irr~r- I n ~`l~- ~ +-orb-~-- - - ~ - ~ ~ - - - ~ - >I> ! II u ~ I II ! II I n I~ ~ ~ ! ~ I;~ ~ ~ ~i 1
> > . i - _ _ ~-t a- 'i s- - e a --~-~-1__ d ~ u I II - n ~o ' - I -1- n 620 ~ ~ ~ i - i i W T - - - - - -
i ~ I n i- I Q~ li t li ` r m c ~ 520 e -L- y \ o (m > ~ !iii ~n W I I- > ~ ~ r` ~ ~o e , _ _ ~ _ _ - W i ~ + h - - - C i - _
e i - - - - ~ - d > a ~ > i - ~ W i m N ~ ~T a ro U A~I -0.56 ~nl,o j ~ a I dia i ~I W+' ~ I`e ~ p P~I
- -~i-_ :7Y ~ _ _ 0~ 7 ~i ~I II a II C~ 618 - ~ - - - - - - W i a h--fir. I m - - b 18 i ? i •0 ~ 1 ~ i W 1 ~ 73' ~ u II ~ I o ~ J
I J _ ~ ~ j- ~ o l m ~ I H J i I ~-~-~~---~5'r > '7
aI ! I ~I~ ~ w i, ~'~'0' a' ~`r~ I b 16 -r- - - - i - + _ - ~ ~ - - -T - I ~ 616 ~ a
-I ~ I nl~o I I a ~ I u n i T, ' -
- - _ -in ~ -~T T- - - 4- - i - 'n of ~ - o ~ ~ I + ~ to - m ~ H J ~ I ~ D.3 O 0+
--r- 614 - - ~ ~ - W - ~ - ~ ~ ! u ~I u n W i ~ ~ ,e j o-F-~c+-- 614 R
i
W 612 ~ ! - - v: ~ W _ - I - - - > ~ ~ ~ ~ ~ ~s
_ - M ~ ~ r~u- „-'-u~_ ~ ~ y~A aia I ~ ~,J _ 612 ~ ~ ~s a~
pB p I _~QT4-- N g d<.ap_w
' o II I i I I _ t I i ~ H i 610-'r--- - - -I-- ~ -----i- ~ - - - ~ I w ~ I - 61 G w m~
i F- I t - - ~ ~ ~ ~ _ ' I ~
- - > T ~ a i a „y I
608 -1- 1- - - - ~ - - - ~ ~ ~ ~ 14+00 + - 508 75 00 '6+00 77+00 78+00 79+00 BC+CO ~
11
U z ~
Q
i i T
ii 624 - - 624 W
II ~ ~ W z I z
0
- ! I I ~ Q 622 - - - 622 ~ a w
0 -'r-- ~ - o-r Q, ' N ° Q 'W' ~ ~ U LL W rr, ~j
-.pN ~ ro d I I W O LL I I ± `8 + ~ a z CJ O LL
620 m o -r- ro i ~ - ----I b20 t~ i roles Qi ~ ~Q a z Q Q 0~
_ - v t-,D ~~T- ~y _ Z i ' O Y CL Q Z
I II II II ~ _ N i W N I w ! - EXISTING GR UND (TYP) I ! ~ ~ ~ i 61 B - - I~ ~ 6 18 V } n w
J ~ Q ~ ~'Iw I~'~La ~ I W~ W _ ' -0 48G --r----- - - ~ z r ~ z w
- - - i I W I I o Z o Z
I \ i 616 'i - ~ - - - ~ - 61 _ Q U Q r
~ ~ ~ ' i ~ W ~ Z Z D Lu n
I- ~ i J a vim ! ~ L ~W ~ 614--- o _ - ~ ------r--- b l4 ~ ~ Q z w L
II i ~ i, MATCH EXISTING GRf~DE I_' _Z ~ ~ li - i--1 - ~ ~ w Y U Q:
- i -r-~ ~ ~ I i --II J ~C ~ vii w ~
' ~I J I i I I i 612 _ -t-~--- -J 612 -
I ~ i d- 4. I I --i
i I I I_- ~ I ~
6 { G ~ ~ I - T-- ~ ' - ~ 610 I I i
- - - - - I -r - i ----I-I € T , i
608 - _ I _ _ ~ a I 608 i N
~ i 80+00 81+00 82+00 83+00 z
0 ~p
iu ~ s b
~~o~ 3 3 4
m om B ~o a
a fo Nm}~ a~ 9 ~ o
'C Q 2G 40 Q 4 'aW~",~} ~ c i .I~~~ ~~I ! ~ I I 3Y° ~ L~~ ~ O - craw .a ~ r
HORIZONTALSCP,LE(FT) VERTIL'ALSCALE(FT1 ~oooo _ v'.~ __._~J

s
a O
e i v Z
uS Or uS
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~M~ Z~ emz
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Z ~ U H U
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Q in I- V)
ZZ ~O Z O
JU TOP OFTFRRACE W U
PROPOSED Q' ECGE OF STREAM GRAGING VEGETATION PER PROPOSED TOP OF TERRACE d
PLANTING PLAN EDGE OF STREAM GRADING DISTANCE TO ~ MATCH EXISTING GRADE
KINGS DRIVE VARIES I 40' TO 160'
SEE GREENW.4Y PLANS ~ ~ ~ ~ ~ C
Ii t U nN,~la.f~lrvrrN/nr rr.r d',f,,;,n , r , v,e du6 ~%f%~~, 4 fl~a
I PROPOSED BANKFULL BENCH TOP OF ~
i APPROX. IS BA i S NK (Op BACK OF VARIES PER PLAN SHEETS, j VARIES ~
`/AiAiES f Ft'gR/' BENCH p T024~ TYp PROPOSED PROPOSED INSTALL I ~ of T TO ! I ,TYP) Fs TOP OF i 6' TO I B' (TYPJ 0. i ' 1,y THALWEG ALIGNMENT P1 EROSION I
~ ~ ~l'pV - BANK PER PLAN AND PROFILE ~ l~ CONTROL j I r ~P~VQS~'~ MATTING ON
1cARIES F0 SLOPESfTYP)
N' T6 22' (1'YP) VARIES - "1 SEE BMP PLAN FOR ~ MAX DEPTH ~ 12' TO 26' (TYP)
I BENCH GRADING l~ S' SS ~ 5' i ~
AND PLANTING ~ ? ~ ~v r I ~ I g~
EROSION CONTROL a' ~ $ - Y 9~ MATTING AND LIVE a ~~g~~ Jc
STAKES ON BANKS 10' I ~ ~ N B 13' 10' a
BANKFULL WIDTH w F~
46' ~ w
a 1
•
TYPICAL RIFFLE SECTION (LOOKING DOWNSTREAM 0
SCALE: AS SHOWN Z
70P OFTERRACE FROPOSED -EDGE OFSTREAM GRADING VEGETATION PER
PLANTING PLAN PROPOSED TOP OF TERRACE
DISTANCE TO EDGE OF STREAM GRADING KINGS DRIVE VARIES ~ MATCH EXISTING GRADE
40' TO 160' \ / SEE GREENWAY PLANS
„ ~>Irrrv ~i..:,
I,~„, ,~~..,,F, _,m~. ~ „ _ Y.,,~ W vi
W Z BANKFULL BENCH i g,L O z
BACK OF APPROX. IS' ~ ~ ~ S(O VARIES PER PLAN SHEETS,--{ VARIES j pF BENCH I VARIES ~ Q U LV r U
T TO I I' Pf ~ ~A~; 0' TO 25', TYP PROPOSED ~INST,4LL ~ 6' TO 13' (TYP) LJ W C~ F TOP OF BANK ~ I ~ vl w cn
~ ~ 1~ ER.GSION i ~ U I ~p~' PROPOSED QEJP~' CONTRCL ~ W ~ Q ~I TOP OF BANK 0 J /Q
SV MATTING ON I W O (,j VARIES SLOPES (TYP) Z ~ V CL
-14' TO 22' TYPI V ~ Z ~ ~ ~ PROPOSED 12'T026~TYP'~---"~' Q c , ~ UpY
THALWEG ALIGNMENT SEEBMP PLAN FOR ~ F- j PER PLAN AND PROFILE Q BENCH GRADING I 75' ~ F" CL W Z
AND PLANTING MAX DEPTH VARIES ~ U ~ w E
PER PR F ~ W } ERCSION CONTROL 0 ILE, 8' TO N I- LD MATTING AND LIVE I LS' TYP \,/Z7 V W U
W Z STAKES ON BANKS ~ ~ ~ Q Z Q
~ POOL SECTION ~ ~ ~ I YARIESAS ~ Z
WQ - NEEDED PER J m W Z w
PROFILE (n Z E F" l7 ~ Q I S' 4' (TYP) ~---12' (TYP) 4' (TYP) I S' y W Q
~ZU ~ w
JYW ~ BANKFULL WIDTH ~ ~ SD' F- VI
TYPICAL IN-LINE POOL SECTION (LOOKING DOWNSTREAM)
SCALE AS SHOWN
APPLY TO STA 6i+SO TO 62+50
STA 69+35 TO 69+75 STA 72+60 TO 72+90
STN 76+SO TO 76+95 u N
"z
0 ~ ~t
~~OO ,a ~ ~W~UI 2'DM
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O~ PROPOSED Z ~
TGP OF TERRACE U VEGETATION PER PROPOSED TOP OF TERRACE EDGE GF STREad1 GRADING PLANTING PLAN } ~
EDGE OF STREAM GRADING Q F- i-MATCH EXISTING GRADE Z 1
D15TANCE TO _ KINGS DRIVE VARIES /
~O I ~ - 40' TO 160' I ~ J~ U SEE GREENWAY PLANS
~~?~m",(, ~a <Cn2a" W ) ~
.,~,E, ' n '3P6 i ,
i rPROPOSED TOP B.ANKFULL BENCH i I i OF BANK i
I BACK OF APPROX. IS' ~ i I VARIES SHOP VARIES PER ~ LAN SHEETS, ~ ~ ~ LIN57RLL 6 TO 13' (TYP) VARIES 'i Ry BENCH O'T025',TYP ~ ~ I, 0
TTOIi' TYP' I '~Rlg~ SE52' EROSI,.N U ( ~ II ,?,y PROPOSED PROPOSED TOP Q~VPP CONTROL
~ ~'P~ THALWEG ALIGNMENT OF BANK- Sti0 MATTING ON PER PLAN AND PROFILE SLOPES (TYP)
VARIES r'n;~'i~u ~~.i,',f'~i~n`.~/nn%u VARIES ~ 14' TO 22' TYP ~ ~ i Y T -"1 ~ ( ) I I 0 26 (TYP) IFAF
MAX DEPTH SEE BMP PLAN FOR I VARIES PER ~ 4.5'• ( 4
BENCH GRADING PROFILE, 8'
AND PLANTING IS TO 1 I.5' TYP ~ EROSION CONTROL
MATTING AND LIVE STAKES ON BANKS
~^--12' 12' (TYP)---.f.---8' (T`'Pj 18'
I ? ~~a 1
g 3 ~ eF~ pp v
50' ~ ~.'~~4° a
TYPICAL BEND POOL SECTION FOR RIGHT BEND (LOOKING DOWNSTREAM] ~wi
SCALE, AS SHOWN ; n~
APPLY TO STA 65+90 TC 66+35 1 STA 70+85 TO 71+35 ~ ~ ~
STA 'r4+25 TO 74+65 ~ STA 7S+35 TO 79+65
11
~ ~
~ ~
Q
TOP OF TERRACE PROPOSED VEGETATION PER EDGE CFSTREAM GRADING / PLANTING PLAN PROPOSED TOP OF T ERRACE Z
EDGE OFSTREAM GRADINr, W ~ ~ `MATCH EXISTING GRADF. Z Ln
DISTANCE TO LLI I KINGS DRIVE VARIES / ~ O z
l 40' TO 150' i ~v ~ F i- SEEGREENWAY PLANS I ~ _ ~ W U LO r
1 l a vW, U w V)
J Q
PROPOSED TOP W ~ Q ~ f BANKFULL BENCH ~ W ~ V U a
BACK OF APPROX. IS' ~ OF BANK VARIES 2 ~ SDP BENCH VARIES PER PLAN SHEETS, ,Syp\ ~•INSTALL 6' TO 13' (TYP) Z Q VARIES Fy" O'T02S',TYP ~ A~
q.R/ ~ .+;k• ~c,1 EROSION I ~ Y T TO I i' TYPE ~ fc 1 ~ ~ ~ ~ ~ PROPOSED ~~~PP CONTROL ~ ~ Q ~ I-
I ~'P ' Sti0 MATTING ON ~ d ~ TOP OFBANK PROPOSED W SLOPES (TYP) I U } ~ Z w
THALWEG ALIGNMENT Q W ~ VARIES "'iar,+~auv; a;Hhu;~niii,i VARIES ~I~ ~ W 14' TO 22' fTYP PER PLAN AND PROFLE ~ Z U 12' TO 26' (TYP) V ~ w U
MAX DEPTH I LL ~ ~ 4.5; f 4' VARIES PER ~ ~ U Q z
SEE BMP PLAN FOR PROFILE, B' TO BENCH GRADING IL6'TYP ~ ~ 0' _ Q 2
AND PLANTING \ W ~ ~ W 5 Z w
EROSION CONTROL J fn Z ~ MATTING AND LIVE ~ ~ J
STAKES ON BANKS i Y W P 'TYP ~ Z U ~ 18' ' (TY) 2 ( ) 12' cj~
> J ~ ~ ~
30'
TYPICAL BEND POOL SECTION FOR LEFT BEND {LOOKING DOWNSTREAM}
SCALE: AS SHOWN APPLY TO STA 63+60 TO 63+90
STA 67+25 TD 67+75 STA 75+IO TO 75+40
STA 79+65 TO 80+OS «
"z 8N
c ~ ~e
y ;
pWON 2~DN N l , J l
~ Nm ..m Q07 Y QOm~.. ' ^
~Z WY i ~l ~ 1.5' u' IV' ~Ymw';i v- FNQWUQ:J ~yWi i~ Lti
QWK2 UW OOOUOUiG lrTl nu g

B. I CROSS VANE ~ ~ a
--26'-- ~ --s ~ C5,13' Nrs v
I~ t, Iw:~ :'~-1
' : I ~ i, ~ -F I i z u
- i Z~ ~ m I, wl ' CLASS I STONE
~ ~ ~ TOP OF BANK ~EADER ~ 3 ~~f I ~ CLASS A I" I--10' MiN--{ CHANNEL BED ~ - ~ ~ ~
~~I ~ LL STONE I' ~ I I ~ B i ~ ROCK SLOPE SILL ROCKS TO UI A! ~ \ }"I s; x,~, ~~r--' ~ i ~ B~~`~?140F BANKFULLHEIGHT Ao~
j I , ¢IG ON-SITE CHANNEL A ~ ~ ~ - A' / i ~ m ° LD ~m~
% wi t y i ( a', ALLUVIUM ~ ~ ~ FLOW ~ ~ z d ~ MI~ L-ONSITE RIFFLE BED ~ G--~ ~
O~ TYPE 2 FILTER FABRIC ~ ~ ~ MATERIAL OR ALLUVIUM, STREAM BED . _ ~ - - - _ ~r~ ~ i '~I'~, NON• V ~ I AS SHOWN P ~ 0 ( WO EN) ON LANS ELEVA, ION
/ FOOTER) \ TYPE2FILTER H~ ~ ~ I--b' MINIMUM~I CLASS A STONE-% ROCK ~ , FABRIC (NON WOVEN)
-BOULDER, 4'X3'X2' MIN. / ; ~ ; ~ I~ CLASS I STONE O F' ~ ' ~ I I , ~ SECTION A=A' PROFILE VIEW B-B' ~
~C ~v
~ c z~
~ S ~ ~ ~ ~ CROSS VANE STRUCTURE NOTES ~ Z
7,5' I .BOULDERS MUST BE AT LEAST 4 X 3' X 2'. ~ ~ B ~ Y 1_NG GAPS I ~ I i 2. FILTER FABRIC SHALL BE INSTALLED FROM THE MIDDLE OF THE HEADER ROCKS AND Q ~ Q~
~ EXTEND DOWNWARD TO THE DEPTH OF THE 80 i TOM FOOTER ROCK, AND THEN UPSTREAM Z z QI ' I Q BETWEEN 'I ~ FOR A MINIMUM OF SIX FEET. - -z
~ ~ m BOULDERS ~ ~ ~ ~ Q i ~ ~I ~ 'i STRUCTURE DIMENSIONS 3. A TRENCH SHALL 8E EXCAVATED BELOW THE BED FOR FOOTER ROCKS. FILL SHALL REPLACED - J ~o
~ OI, ~ LL ' ft~56 I ON THE UPSTREAM SIDE OF VANE ARM, BETWEEN THE.4RM AND STREAM BANK. Lu wl ~ ~ -t-- --i 4. STARTING AT BANKFULL FOOTER ROCKS SHALL dE PLACED ' s P PR~T AND THEN HEADER (T0.) ROCKS. ~ 0 GI ~ ~ S ~(k) I 6T08 '
,I I- S. STRUCTURE SHALL BE CONSTRUCTED FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. ~ F (deg) 20 ~ 6. AN EXTRA BOULDEk MAY BE PLACED IN SCOUR POOL FOA HABITAT IMPROVEMENT PER ENGit~lEER'S ~~IR ^ ' E~T~ON,
~I PCOL TO 6E ~ W ~(k) 16 ~1, 7. CLASS I RIP R.4P SHALL BE USED TO FILL GAPS GN UPSTREAM SIDE OF 80ULDERS, CLASS A ,R.IP RAP - `EXCAVATED PER G % I 7,S SHALL BE USED TO FILL GAPS ON UPSTREAM S!CE GF STONE CLASS I.
; PROFILE 8. AFTER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL BE FILLED ~h'ITH ~
~ ~ ONSiTE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. _ ~ ~ p°~ a
g! ELEVATION POINT PER
PROFILE (T9P) / I
-VARIES 26' (TYP) 26' 10' VARIES VARIES RIFFLE CONSTRUCTED ~ I ' I S' (TYP)~16 (TYP) j Nrs I ~ ~
I /i cU , 13
D I , B~~ ~ _8
I t ~ ~ I ' 1
I ~ ,~TOPOF TOP CF
w~ ~ T w' !TERRACE BACK OF TERRACE ~ Ui Y "Y ~ Ul 4~ HEAD OF ~ IBENCH rOPOF ~ ~ ~~S ~a ~ • Z ( Z RIFFLE B' ) TOE OF ° W ~ g ~ _
Q Z Z w a I 12"NOMINAL THICKNESS ~ rBANK TOE OF ~ B ~ ~ ~g'4 wi m m m' mI w~ I J ^BANK ~ e a~~~~@~ F, LL LLI ~ i rEQUALPARTSCLASS i -BANK o a§: ~ g
0 I FILTER ~ ~ N ~°'~°E° 0 0 0~ Y, 0 FABRIC A, 8, AND I STONE rSS' i' 0 ~ Q w a. UI a~ ! ~ i R rTAl1 OF °y e
O ~ - 0 0; m' ~ LENGTH - IF~E ~ RIFFLE 12, w m~
I ~ SEEPLAN 6'MINIMUM~----; ' ~ -=~a _ EROSION ~ z~~ ~ - ~ CONTROL / ae~ ~ i
MATTING a3~ '-BURY BOULDER 3' I ~ BELOW STONE ' ~
I PROFILE A A' r ENTER BOULDER SHALL BE PLACED-~ 11 -
i ,r" I ~ I - 2" i 0 4" BELOW ADJACENT BOULDERS _ = ~~~„_i PLACE 3" STONE MIXTURE OVER BOULDER v m 00
16 ~ ~ SILL TO ACHIEVE THALWEG ELEVATION SECTION B'-B ~ ~ ~ i 00
~ ~ I ~ ~ ~
A'
Q PLAN VIEW
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z
W
26'---I DOUBLE WING DEFLECTOR W ~ Z z
10'~6'~14'~-b'-(-,~~--10' - Nrs O
w HEADER ---~__~_~I T~_---- ELEVATIONPGINT
ROCK PER PROFILE ~ YP -PROPOSED BENCH NCRMAL ~ U ~ ) TOP OF TERRACE TOP OF ARM C' AND -TOP OF TERRACE w ~ U w (n ~ J
A._.UVIUM ANC COARSE B, -BASEFLO'vV n ~ ARM 'B' SITS O.5' I W ~ J ' ~ FLOW ' B TOP OF BANK .ABOVE BASEF~OW W o Q LENGTH,_..- i _ MATERIAL FILE. FROM =r
r S.S' ! ~ I a/ z ~ OF TRUC T URE ~I ~ _ ' EXISTING STREAM BED ~=-r~i~ a'i ' i _ _ W - _ Z i VARIES ~ I ,a T~i i i ~-~+~"n e a ~ ~ ~ ' ~ ~ Z ~ 7 Q L!J
30 TYP",.. ;"S i i ~~~i~- IrO.S' '~~'~~i-'r-r O Y ~ I ~ ( ) 'I ~ - Y
B _ EE PLAN.,,-. i =E`-~1r1 I~ i~ i ~ a ~ ~ ,-1~ ~ E- „ Z - l I I= i i iL:~ ~ _ Ix I ° r,~ TI, TIr ~.-j1 ~ - ~i~ ~ i ~ i i i-Iii 7I~ U W Q Z W
- - - T-~'- _ _I- i - _ _ ~ , _r . _ ~ - - W i~ i~ i~ ~ C rI ~~_~~~I ~ L LTi~"r~ - T~~~' i~- / V1~ _ - ~ r E LU z V
J - _ _ _ T IT--- _ _ ~ V ~ U Y W h 3b'--- 0 Z J o Z
.L F . Q ~ Q m r ~ SECTION B'•B N ~ c~ 2 ! ca 2
~ ~ ~ ~ CLASS I STONE ~ ARM'B' BOULDER W ®m Z
~ ,Q 0 CHANNEL BED ~ ~-ARM'B' BOULDER ~ Z E ~ ~ : F CLASS A -•~I I',~-- r-3' MIN -I ~ ~ ~ ~ '`J~ Q cw ' z r J Q
STONE I' j L~ Y LL I U Inc
~r ~ ON-SITE CHANNEL A - - ~ A' ti' F- ~ N S ~ MATERIALS ~ ~ ~ . ~ i _ ~ N
.....,-Y - Y
CENTER BOULDER SHALL BE PLACED 2" TO 4" BELOW ,9CIP.CENT Z Z' Z FIRST R TYPE 2 FILTER FABRIC I ' , Q Q' Q,, OCK BOULDERS. PLACE 3' STONE MIXTURE OVER BOUsDEP, SILL T 0 i m m' m' ~ TIED INTO BANK (NON-WOVEN) ~ON-SITE COBBLE
LL'' ~ ---6'MINIMUM--~ ~ ACHIEVE THALWEG ELEVATION O 0~ O ~ BOULDER, 4'X3'X2' MIN.
a ` FCOTER ROCK. p OI p~'~ SECTION C_C I- ~ r SECTION A - A'
BOULDER CLUSTER E WHERESHOWN ON PLANS) ~nEADERRDCK E
y%N
z PLAN VIEW ~ ' i STRUCTURE DIMENSIONS ~ = T~~ I N
FLOW G_-~ ~ ' L (ft) VARIES PER PLAN, 30' TYP - - t-' ' _ _ ~ ~ ,
5 (h)~~ _6 TO 8 _ _ STREAM BED ELEVATION - J E
G 5 °-y `r g - - ~-FOGTER RO:K M
ay } ~o a a r-
Q ° z- ARM'A' PROFILE ViEVV ~z~ro ; _ a NOrE, NO SLOPE FOR ARIISE&C =aw~i:~ _
=VCV= F I n. ! v.

I~,LIVE STAKING ~ ~
~CJ~.14/~-- i g, g, -i; ToPOF ~ ~ 2 ,J HOOK VANE i
BANK-. ~ I FLOW I r. ~ `C$.I4'NTS - IE.gYE . 2 ~ ~ T TO 3' BETWEEPJ STAKES ' r- ~ • ~
~ ~ GAPS z ~ TOE GF BANK 20? TO 30 ~ / Z~
' / tLEVATf N ~E
~ 0 I. - ~ ~ i POINT ~ a~ ~ v~. ~ i ~ i A ~ ) - • 314 ~ e ~ ~ i dg~ ~ L
i ~ w' I I ~ / / BANKFULL ~ e ~ ° I
A `~I -ELEVATIONPCINT STAGE ~ ~"'s - -1 ~ I A \ ,-HEADER ROCK z~ i
CROSS-SECTION VIEW TCP Of I NO GAPS ~ ~ 2' T03'- ~ BANK ~ ~ ~ ' BETWEEN -3.75---_-_--
TOP OF ~ - ~ FLOW-----s ~ - _ BOULDERS 7.b~5LOP ~ BANK,' ~ ~
~ ~ Z ~ - ~Y a - ~ ~ ~ _ ~ m r~ STREAMBED ELEVATIO. 1_ _ Y~- - O c
2` TO 3' ~ ~ ~ ~I STAKES SHALL BE ~ ' ~ ~ ~ LL BACKFILL (ON•SITE AL! UVIUM"~ ~ \ Z ~I PLANTEC FROM TOP OF ~ I ' ~ •-FO ' z
' BANK TO TOE OF BANK i OR NG. 57 STONE} / OTcR ROCK F- ~ i ~ ~ C-
F- _ _ 3 SCOUR ~ CLASS ASTONE - U TOE OF BANK ~ „ • ~ ~ ~ ~ ~ ~ _j ~ ! POOL i ~
- - - - ~ ~ ~ G.ASS I STONE PROFILE VIEW ~ ~
Q~ i r ~ ~ i z Q
~ ~ ~ SCOUR POOL (EXCAdATED) PLAN VIEW ; ~ ~ ~ PER DIRECTION OF ENGINEER ~ ~ cz z G
' ~ BUDS FACING 1~ J J ~ f
UPWARD-~ _ ~ PLAN VIEW rY 1
LIVE CUTTWG ~I ~ 2' TO 3' ~ C MINIMUM Ill" DlA-, ~ ;~-LENGTH \ NOTES
I STAKES SHALL BE CUT AND WSTALLED ON THE SAME DAY, p
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT USED FOR CONSTRUCTION. N T HEADER
ANGLE CUT 30 3. STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD. 0, ES FOR ALL VANE STRUCTURES: CLASS ASTONE ~ tee- - U PAL 4. STAKES SHALL BE INSTALLED PERPENDICULAR TO BANK. I . BOULDERS MUST BEAT LEAST 4' x 3' x 2'. ~ ROCK F3 E TO 45 DEGREES 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE Of THE \ i' of Ilk
S. STAKES SHALL BE I/Z TO c INCHES .N DIAMETER AND 2 TO's FT LONG. I HEADER ROCKS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM \ i b. STAKES SHALL BE INSTALLED WITH ITS OF STAKE REMAINING ABOVE GROUND. STREAMBED
FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM OF TEN FEET. - 7. 80% OF STAKE SHALL BE BELOW GROUND. I t^ IT y"- LIVE STAKE DETAIL 3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE FILL ON ANS., E _HANNEL ~t a
UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STRE EMBANK MATERLAL~ - a - - - - -i 4. START AT BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK. FILTER FABRIC ~ _ ~ "
I 5. CONTINUE WIT STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. ~ ~ FOOTER i
3 ,TEMPORARY ROCK C~iECK DAMS b. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT. FLOW 'CS, 14 NTS 7, USE CLASS I STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND ij I ~ ~ i' ROCK
~ ~ - # 57 STONE ~ CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS I STONE. ~ \ % g. AFTER ALL STONE HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE GLASS ;STONE
STRUCTUREWITN ON•SITE ALLUVIUM TO THE ELEVATION OF THE T P f T g 0 0 HE L- 6' MINIMUPi- ~ HEADER ROCK. ~ ~ ~ ~ ~x
20'--=_ SECTIOtiA•A ~ ~ I~~~ ;g
N A / V~10' ~ a ~s~~~. ~ ~ - ~ ~ o ',~~3ai'~3
~ ~ NOTES ~ = I ~ 4~,BARE ROOT PLAN ~ ING ,
~S~ Y-=-~., ~ iris x~_ C5• I ~ ~ . BARE R00T SHRUBS AND TREES SHALL gc PLANTED AT LOCATIONS ~ ~a
~ / WORK AREA _ _ \ ~ ; ~ ~ k,, SHOWN ON THE PLANS. _
~ 2. SPACE SHALL BE ALLOWED ~ 5 ~ ~ ~'j A - BETWEEN PLANTING.,, g~ ! ~ \ ~ ~ DEPENDING ON SIZE OF PLANTS AS DETAi~ ~ v ~ ~O• r3.-~ / 0 ~ ~ i ,.eD ON , LANTING PANS. ~ I
~ / - ~ I s. COMPACTED SOIL SHALL BE LOOSENED PRi^vR 70 PLANTING, PLAN VIEW ~ ~ ~ ~ ~ 4. PLANTS SHALL BE PLACED IN HOLES DEEP AND `!BIDE ENOUGH 70 A~ •
~ / \ PROPOSED PLANTINGS "TYP ALLOW THE ROOTS TC SPREAD OUT.AND DCW'N WITHOUT •ROOTWG. / INSTALL AND MAINTAIN ~ ' ~ 1 J 11
~ S. ROOTS SHALL BE KEPT MOIST BY MEANS OF'WET CANVAS, BURLAP, ~ THREE CHECK DAMS ~ ~ SPILLWAY CREST- f ~e o OR STRAW WHILE DISTRIBUTING OR WAITING TO PLANT. Z ~ I ~1 ~ DOWNSTREAM OF T ~
_ b. PLANTS SHA,.L BE HEELED•IN TO MOTS ~ SO!L OR SAWGUS7 IF NOT ~ # S7 STONE h/ PROJECT - PROMPTLY PLANTED UPON ARRIVAL AT PROTECT SITE.
- - PLAN VIEW ~ ~ ~ II
I _ _ TOP OF BANK C~,SS I kIPRAP ~ _ CONTRACTOR TO I 2 ~ ~ FLOW ~ Q
~ REMOVE ~ ~ ~ SEDIMENTS WHEN ' ! '
~ I ACCUMULP,TION I~~\ ~ REACHES IY' !
W ~ ~ ~ ~ TSS<50N.T.U.-~
_ W Z O
S TI i ~ o EC ON 8•B L _ / Q d
4 ~ : ~ ~ T~ ~ CROSS-SECTION VIEW it J U L„
w ~ / LLf ~ Q w r
W (SPILLWAY; MIN 213 STREAM WIDTH ~ ~I ~ w e o r Z LL
~ ~ 6 R T ~STO MWA . ER OL,TLET Z PROTECTION ~ CLASS I RIPRAP ~ s
~ ~ I C5,14 u 0 - _ ~ I - _ ~ 6" 70' 20' ~ ~ _ ~ f" a w Z r
~ ~ ~ ~ Q W} ~ a LU ~
W ~ I - ~ Z u 3 ! 'z V
~ Q > Q
CLASS I RIPRAP I ~ - I SECTION A-A ~ ~ ! RIP RAP ~ z Z Z
~ W - i J - - - I ui co
_ - _ - - - - J ~ ~ u~ z I J
- - - , ~ ` - ~ ~-.1.- s a 5 TEMPORARY STREAM CROSSING I ; ~ ~ t 'ate-, T Z Y ~ U
NTS ~ ~ , ~ r MIN. ~ - ~ C5.14 ~ ~ i i ~RIPRAP CLASS A I I ,~~o-~ _ ° _ fi
~ A _ ~ ~ " - LAYER OF FS~TER FABRIC
- BERM _ ~ ! i+,- ~ ~ - ~ BERM
_ ~ SECTION' ~~E' _ _y ~~`~%S-=~ -
I 2 I i B _ -s,~~~ _ B, _ __.r
~ ~I _ ~ ~ ~ ~ to ~ L ~ w'~ (Fr) j T ~FT~s~~rv~
- t; I ' 1 ~ EXISTlNG4 'i 2.0 I IA L5 CLASaA i pe 12" MIN' ~ , . ~~r i",°~=~i ~ _XISTINC 2' SA 3.0 I 15 CLASS A E d N
FILTER FABRIC FOR ! ~ EX.;STING IB" - I b,d 4.5 1.5 I CLP,SS A z ~ W i - -I--~-~---
DRAINAGE UNDER RIPRAP ~ ~ - EXISTING 24" ~ i 0.0 b.D 2.0 CLASS B ~ ~ - w
?ROFJLE VIEW PLAN VIEW ExISrINC 36° I iz.o~ s.o z.o i ct.ASS B - ~ ~
~o~ _ ,°y 3 < o z~ 8 o ~I
o 9 G c a
~ s~ ~ <°_ma_e~ ~ ~_Ln
a„ryc,
~O~U OG".1 T1 - - ~ S

6 8
i
~I \~~'EP (S~TLET N
~ - i j~iTS ~ z C~. ~ ~ i ~ e; M Z o 0 N
U o~ i - ~ ~ ~a US
' i~ 1 o ? W c S
~ ~ ~ I I t I EXIS G ' i TIN ~ ~ ~ ~ ~ ~ s m
~ ~ FLOW I ~ 8OX CULVEp~ ~ ' ' ~V i ~„9 VARIES SEE ~ r--~ r--~ . ~ ~ DETAIL ~j ~ ~ ~ ~ g . ~
i ,l ~ Z ~ i ~ I _
I 4X3'X MN i ~ I 2 I ~ I r ~ ~ VARIES, SEE -~J~ HEADERt ~ ~ ~ ~
~ ' ~ ~ I ~ ~ f r"~~ I~ I DETAILS 21 - - ROCK \ ~il i -i
A ~I ~ - , I~ A, I S.9' ~ 1 V FLOW ~ CREEK ~ lI ~T ~ ~ ~ I CHANNEL I 1 I - o - LL- z,
_ i~
i~ i I ~ ~ ~ - \ I r ~ Z ~ TOE OF SLOPE ~ ' ~ J E ~ ~ ~ ! ~ U 'I`mo J~, ~ _ _ zv
X ~ `T~ ~ , ~ ~ ~ ~ --~~r- i' _ - - ~ ~ i i ~ ~
!i ~ FOOTER AOCK ~ ~ ~ ~ Vii, j Q F- ~ ~ _ I i I' QU~ zz
~ i ~ TOP OFBANK ~ _ I ~ ~ TI ~ ~ r~ A ~ ~ ~ l z Z I~~'~ ~~UX SILL ROCK ~ ~ I~ ~ ~ ~ i ~ i ~ O
ii~~ - ~_1 I CLASS A STONE ~ i- ~ _ ~ ! ~ ~ i ~ CJ - W _ , `FILTER FABRIC Y ~ I I' n ~ - ~ ~ ~ ~I ~ ~ ~
/ ~ , I iA.. C/_~~~~ JL Q. vi' ~
J ~ ~ ~ l ~
PROFILE VIEW W \ ~ a IL S C ROCKS ~ ~ ~J E ~ I;,~ , ~ ~ a ~
r
J V~ l l ~ U~ PLAN VIEW ~ L1.1 r ~ ii
> ~ _ Q I
/ ~
ELEVATION POINT I ~ ~ - ~ ~ ~ ~ ~ ~ r~. _ ~ ~ a ;i ter. SEE DETAIL ~ ~ I ~ ~ / ~ ~
I ~ i
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y ll ~ ~ r o ~ Z i~ ~ ~ ! ~a
i ~ ~ a P 2 ~ Y y Y W°~ik~~~ .i$;A'
- ~ ~ ~ ? N T
1 i ~ ~ 1 ~w
-SILL ROCK ~I ~ ~ =Q~ ~ ~ a a, ~
S:CTION A•A' - - ~ ~ ~ ~ , r - ~ T~I - ~ r , . Cppl >`a
~I1 ,.`,r~ ~~I ~ ~ rr/ ~
1 u 1 W
' ~ ~ w \ Z m ~ ~ '1 L Z m Ll
~ , i
~ ~ , I
~ 3 \ST~UCTURE ELEVATION TABLE i i I 1 I~~ ~ I - i ! ~ Q C
~ ~ , I ! , ~,~5.15; I i ~ I I~_ s
~ , O Z T
~ , ~I, I ~ w _ ~ I ~F J
~ - I W I 1 F I _ ~ N o z O ~
i ~ - - - ,~I~~, i'i-- ~ n i I ~ ~ STATION ' STRUCTURE ' ELEVATION STATION STRUCTURE ELEVATION I ! ~ V I r l i i i j l Q
j N 61+15 CROSSVANE ~ I + I ~ ~ ~ ~ I 621.41 76 15 CROSSVANE bU,ll ! I, I ~ ~ ~ ~ U ~ J to
63+70 ~ J-HOOK ~ b17.13 ~ 78+00 ~_CONSTRUCTEDRIFFLE 617.53 ~ ~ r LL1 ~ Q y Q
66+10 I J•HOOK ~i b15.57 ~ 78+50 CONSTRUCTED RIFFLE 617.15 ~ ~ ~I W o ~ U' i - -I- Z W 1
I 68+60 I CONSTRUCTED RIFFLE I 619.67 ~ 79+25 )-HOOK b16.27 ~ ~ ? ~ ~ ~ ~ ~ Z a Q w 69+00 ~ CROSSVANE 619.59 81+10 DOUBLE WING 616.69 ~ ~i~ ~ I ~ ! ~ ~ ~ ~ Y Z z Q ~
71+67 CONSTRUCTED RIFFLE I 619.19 'i I 81+25 DOUBLE WING 'i 616.62 u~- ~ ~ ~ 'il ~ ~ ~ - Q Z I ~ ~ w
72+30 CROSSVANE ~ - - a ~ ~ f ~ ~ ! ~ i 618,74 ~ ~ U Q ~ ' i r7h Q ~ ~ w . W } u
74+35 •HOOK 615.57 I ~ W H ~ f I ~ ; ; W ~ - - ~ - ~ y F- Z c~ ~ ~ 7r ~ (n Z U 75+55 CONSTRUCTED RIFFLE ~ 618.19 ~ ~ ~ r ~ ~1', W ~ Z V) z U
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S.ABILIZA.'ONS HEBFST FORH O~EROS Oh COV740L. TEIPOAAR EED:NGB 'P ~ , N~ECESSAAY TO ACHIEVE ROSIOVCGNTADl ON L1RGF DENUDE AREAS ANO ~ / / ESPEOALLr WHEN SPECIFICALLY P.EQUTAED AS PART OFTHECONS'AJLT~ON
SEQUENCE iHOWN ON iHEFLAN _ - . _ ~ y~ 6.SLOFES SNAIL BE GRADED NOBTEEPEA TIiA.N].I. HII SLOPESGRFATERThAN IO' REQU10.E ADEQUATE TEGAADNG. ~ ~ V I i
J. APPROVAL OF 1HIS PlANSNOT PN AUTNOAIZATIDN TO GrWDE 0.DIACEM _ PROPERTIES, WHEN 5EL0 CONDIT.ONS WARRANT OF. S:.EGAA NG, ?iRMISSiON - ~ DENl1DfD LIMITS, TYF- /
MUST BE 087AINFD rAOM THE AFFECTED P0.0PEATl OV?NER I &ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN WORRNG FYi OR3d ~ / CAIFNDAR GAYS, YIHICNEVERSSHORTtR. AIL OTFFRAREPS I, WORKING OATS OR - \ ~ _ I
90 CALENDAR DAYS WN CHEVEA IS iHORTER.4EfER TO EROSION COVTFOL t ORDINANCE FOR ADOIi~,ONAL PFQUTAEMENS, ~ 9. ALl EROSION CONTROL DEVICES FOR DAM IMPROVEMENT CONSTftULT~ON SHALL .
REMAIN U"fTIL SITE HAS BEEN BAOUGH'iO FINAL GRAGC ANG PE,4IIANENTLY _ - - - - _ - - ~ ~ / ~ - I STABILIZED. J - - ~ ~ ' / TT D. ADOITIONALMEABUAES OCON'ROLEflOSION ANDSEOIMENF MAY BE REQUIRED ~ - ~ '
BY THE EROSION COM1:ROI INSPECTOR _ ~e ~ I I.ALL E.EVATIONS AAE hV REFERFNCETO iME SURVEYORi BEVCHMArlK WNCN _ - ~ ~y~ MVS'BE VERIFIED BY THE GENERAL CONTRAGTORP41ORTOGROUND ~ I ~'~C
BREAKING ~ / ~ _ O IZ. ALL EROSION CONTROL FROM TOP OF'ERRACE TC'OPOP iERiACF !S DESIGNED 9Y ~ _ _ _ C EUCN ENGNEEfliNG AND iHOJL00F NS'ALLFD PEA CHAP'E0.SGF-HFSE PIANS. ~ r/` _ - I cc
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E.ON~S TE BURIA:.PITS 0.EQUTAE AN DN~BI'E DEMOLITION IANOFILL PENM~TF30M ~ 'N FROM THE ZONING AOMINISTRA'OR vRA01NG BEYOND THEDENUDED UM~SS SHOWN ON THEHANIS A`nOLATIDN l J AN7' 111~~~ I'"
AND !S SUB,ECi TO A FINE. EROSION CONTROL LEGEND LF~END 9. GPADING MORE THAN ONEACAE WITHOUTAN APPROVED EROSION CONTROL
- PLAN ISA JIOL4Ti0N AN]IS SUAIEC?iOAF NE. " ~ I---- S.STAB:UZgi10H'3iHE BES?FORM OF ERDEON CONTROL TEMPOFARY EEEDHGIS ` G E%IB'~.5'CONTOUAS - EXISTING SNTTAAY SEWER MPJVnOLE NECESSARY TO ACH.EVE EROBI04 LDNTROL ON tAAGE0ENU0EDARFAE AND ~ ~ ~ ~I
' ESPECIALLY WHENSPECIFtALLY REQUIREDhS PART OF THE LONBlt1ULTON ~w - - - - EXIB'. I'COVTOUAS EXIST'NG WATE0. VALVE SEQUENCE nOWN ONiNEP1AN. Al i 6. SLOPES EHA LP; GRADED NO STEEPER THAN I:I. FILL BLOPESGRFATER THAN IP ,11" y * Z
UMITSOFCONSTRUCTOV' E%~ST,NGO\cRN6ADiiECTRIC REQU.READEQ'JATE iEARACING. V,;., ~ ~ I G I DENUDE^. JM 15 TEMPORARY~~L'FEVCE ~ ~ - TPAOPE0.AIESON iENPIElNO COONDiIOhSWARAANT OFF$OHEGRAD16APERMISBION / I__ ~ N w E I v'~~~- =XISTIHG WATER LINE MUS'BE OB'0.,JE0 FROM THE AFFECT5p MtOPERtt OWYER. ~ ~''0 _ II ` / C G
_ ~ BALI S~CPES MUST AE SEEDED ANO MULC}IED WITH'N IS WOAKIVC GAYS OR IB /W~ / E _ EWP GO ISTR EXISP.N^SANIARY EEWPR ~ ~ _ / ' v ~ OA,DP:S,WHCHEVERISSNORTER. ACL01HERA0.EA515 WORKING DAYS OR ~ v 0 ~ I & UCT10'. CAIE'J R
' .%TSTING Si00.M0AAINAuE 90 CALENDAR AYS WHIChEVER ISSHOATEA REFER O EROSION CONTROL \ \ j / ~ N f.NTAANCEEXiT c II OROINANCB FCft ADO'T ONAL ftEQLNREMENT2. ~ ~ \ \ I 1 II 4.ALl EROS.ON CJNTROIOEVICES FOROAM~MPAOVFMENi CONSiRLCTION SHALL \ \ \ ~-~R _.K~SD
II 4W! ROCK CHFCNOMI ~i EXIYi N, 6A~U^k iEMAN JNTII iITE NA, BEEN BAOVGr1T O FINAL GRApEANO PFkMANFML~ . ~ I ~0 Via. _ _ ~E _ I, ffias I - I sTABluz~o. ~ I _ ° E G E%iSiIVGLNpERGROUN]CABL_ I 10. ADDITIONAL N~cAEURES TO CONiROLEROS10N ANO SEDIMENT MAYBE REQUIRED C AI
I. ~T. 9 THE EAOSOV CONTROLNSFfCiOR ~ `d LT JyE}>> - l 9 _ I E%'S,vG [ITIIITY POLE I ILALLFIFVATIONSAREINREFERENCf TOTHE SURVEYORS BENCNMARKWH,CH CENUDED ACREAGE ,I.4E AC ~ ~ ~ U1 y t'~I~ ~ t I ~ SIT FTNCE INLET PRCiECnON II I.I MUST A'.\ERIHED By THE GENERAL CONTNACIOA PRIOR iO GROUND ~ T _ v_5'ING CPTCH BASIN I BREAKWG. ~ ~ ~ ~ I EZLYY V # N
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~r - - I. ALL EROSION CONTROL MEASUR65HAlL BE IN ACCORDANCE WITH THE NG - ' I Y EROSION ANDSEOIMENT CON~AOI PLANNING AND DESIGN MANUAL. saILT Pes.
Cub CECILURBAN LAND COMPLEX~2T08PERCENT SLOPES zoN~sITE 6uRlat MTS REQUIRE AN ON~s!rE OEMOUTION wNOau PERMIT FROM Ur- URBP,N LAND FNDM rHEZawNC aDMIwsTPaTOn. 3. PNY GRADING eE70ND THE DENLT%D LMIi1 SHOWN ON THE PLAN IS q 410lATION I ~ - _ AND IS SUA; ECT TO AFINE.
' r_.. - 4GRAOINGMORE'HANONE AUE WITHOUT AN APPROYfDEA0SI0NCONTROL EROSi~~N CONTROL LEGEND PwN s q wowT oN alvo Is,uA~ECT TD A P n E I r.--........ i ~ S. STABIUZAT'ON 1E'HE REST FORM OF E40510N CONTAOI.TEMPOP~ARYSEED,NG LS
~ NELEElARV TO ACHIEVE EROSION CONTftOLOVLaP,GE DENUDED AAEASANO EXIST. S'CONTOURS EX.STING SANITARY SEWIXMANHOLF ESPECIALLY WHEN YPECIFIJALL. AEQUfREDAS PAATOF THE CONSTAUCTON
SEQUENCE SHOWN ON TNFPiPN, ' r IO E%IST. I'CONTOUAS I~ EX'.STING YlATERVALVE 65LOPE5 SNALL BE GPADED IJO STEEFER iHgN3.l. FALL SLOP6GAFATER THAN IO' ~ l~ REQUIRE AOF_QJA'E TERRACN ( of LIMITS OF CONSTRUCTION'
!Q A AJ'HORIZATONTOGRADE ADACENT ~ D ~ _ - IXG"TING OVERHEAD ELECTRIC APPROVgLOF THIS PwNIl NOT Z - DENUDED LIMITS ~ ~ PROPERTIES. WHEN IELD CONDIT',ONS WARRAM OFF~SITE GRADING, PEAMISEION ~ ~ I w' TEMPORARY SIL'FENCF - EXISTfVG WA"EA LINE MUST BE OB'A NED FROM THEAFFELTED'~'WER"I OWNER F 1 ~ ~~r7__
Z I O - 0 ~ I ~ _ B. ALL SLOPES RUST BF SEEDED AND MULCHf '41N IS WOR(NG DAYS OA IA r ~ ~Y~74, s ~ U ~ - - EY.ISi1NG SANI"TRAY SEWER CALENDAR DAYS WHICHEVER ISSFIOR,FA. ALL OThERAAHS IS WORKING DAY50R ~ ~p B TEMP.~ONSTRUCTION I 90.ALENDAR GAYS WHICNEYERIO SNORTER. RE ERTOEROSION CONTROL /C.
I I _ ENTRANCEfE%IT ORDINANCE fORA0GHi0NAL R.QUTAEMENR 'I U D h ~ - r - I, IX~S'ING 5-0RM ONWNAGf 9. NOSi N V 4 M R ~vEM N CD I ti SHP1L /T'/ ~ I u I~ - ~ RILE 0 CONTROR DE CES FO'.OA MP L E 7 NSTALC ON _ _ Q 2 F I.y j Ii I 4EMAINllMIL1'E HAS OEEN BROUGHT TOPNAL GRADE ANO PERMANENTLY I,~' _ _.__~~p. ~ N E"i
EXISTMG GAS LJVC STABIU2ED- 1 '9 I - I',_ li ROCK CHECK DAM ~ Y¢,.• _ - •O ' F~ 10.ADD'. N)NaL MFASURES'O CONTROL EROSION AND SEDIMENT MAY 9E AFQlRRED I~ ~~.s._` <L~ O y~F IXIST~NG UNDERGROUNDCFBIF BY THE ENp$ION CONTROLINSPCCiOR Nl~- "r QSSS _
IZ It.AILELEVATI0N5AREINNEFERENCEi07HESURYEYORSBENCHMAR[VVHfLH I YGO -:Fyn M _ E%IST:NG J'1t1TY POLE MUST BE VEft~FlFO BY THE GENERAL CONTRACFOR PA104 TO Gft0UND ~.~}m. T i ~ H ~i^C ' w L Sll FENCE INLETPROTECIION 1 ARFAKING. : Z C _ v
: EXO-LNG CAi:H &45M IA'1E40510u LON AOL. AO OP OF RU ETO rOP OF TEAP.ACE ISOk31GNED B . ~ ~ > J ' OUCKENGINEER NGAND SHOULD 9E_'RS ALLEG PERCHAPTEASOF'NESE PLANS. IOC O' IP S,G~ 9C I _ y Il.0.EFEA TOSFFF, C6,IC FORCONSTRUC IONSEQUENCE. ;~~=V< -U
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~ kON.'._ZONN n]11141TRA'0R ~ )4NGMDNGSF"ONOTHE CENU]ED LIMiS SI'OWNOi'H 'VtiAN0UTI0N v" _ Ayes 'e~EGT. Aerc.
" A!~ f G ;ORE TNAN ONE ACRF. WITHOUT AN APPRO'IED E OSN) I COi 1TAGL c`• ~ In SANOL7TIOIv AND ISSJBIECi i0A~9NE AB I%A'ITGV IS THE BEST fOAN OF EROUON CONTROL TEMPOAARTS.rtDiNG 5
~ VE AP.YTO ACHIEVE EROS ON CONTROL ON LARGE ]ENJvEDAAEPS NvD E N ~ L~y/4~y~ T E1~.~i '•L~. ` OR i 1 ' V ENL J~CE SHCWN CNIII EAFUN.~DJIRED Ai PART Of :h ()NST JCJ.:
ENUE I lOESE:LBE GRADE]NO STE PERTHAI']. ILLS OES A. H0.11' RE~'J. FApEOUA EAAACI.IG.
'?,~y .AP ROYnL OF T' SPIANb NOr AN ITHOR~ZA~ION TO G9ADEA A .MT ROP RT:ES.WH.NIELl CON0RI0NS WAARAV?OFf.iITE GAAOV, ER'dSSIGN \ t' -8 OBT INeO FFOM NiE AFFECTFDEflOPERT ONNE
BP SL PS NU 1'BE SEEDED ANO MLLLHED WIRIIN SWO0.N NC AT.p 10 _ .PLEFIOAn DATS,NR'ICHEYER IF. SHORTER ALLOTH6R APFAS Ii NOfl. NG OAYSOR ~ 1~ 90 ALENDAR DAPS WNICHEYEA IS SHOR'EA REfER'D EROEIO,JCG\ AOL
OHJ VANCE f04 A00'TIOYPL REQJIREMEYIG. i • ^+..ea . 9A1 E90510 JCONTROLDEVICESsOA DAM MPROVEMEM _ONr"P~~CT ON SHALL REM:JNi'~Li:TE HAS BEEN8ft0UGHT'G FINAL GAMEANO PrFNANENI.P
. ~ ~ t Ad LZED. - SfON ANDSEO.MEN MA 9E ..~Jn[0 ~ _ r 4E rOS,ON CON~flOLINSPECTCR 0
L~ L.vAT. MEASU9FS TO CCN'ROL ERO - ~ QNS ARE IN AEFEAENCE'O THE SU0.IEYDRS BENC MARK YM. _H ~ ~ ~~a".~ MU;f RF 4EAIFIED BV THE GENERA!CONTRACTOR PRIDR OuR'J'JN] S ~+y ' 8P'a(ING. ^ y
~ • ~ t.A,LE'GS ON COV RGL FROM SOP DF fRAACE TC ~.0.0 ~EPR4.E'S DEaIGYEC d" -J.x ENGINEERING ANDSHOULO BE INSTALLED PER CHAPIEP.N 0: NESt MNS. Q Q ~ I. RE Er. TO iHEET C6.10 `OR CONSTRl1C'fON SEQUENCE. ~Y ~ I~
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I EROSION CONTROL LEGEND I. LEGEND eROSION CONTROL NOTES•
I I. ALI EROSION CON.ftOL MEASJRES S'nA~l&IN ACCORDANCE WITH THE N.C. i EXIST. E'CONiO'JRi tXISTING SAriITAR75EWERMANHOLE EAOS!OSJ ANOSE?.YJENT CONTROL PLANNING ANp O~IGN MANUAL I 1.ON~EITB AURIAL P','S REQUIRE AN ON~SITE OEMOlR10N UNDFILL PERMIT FROM eu
.ROM'NE ZON]NG ADMINISTRATOR. ~ ~ U - EXIST,CONTDURS E%IF`'NGS AiEft VALVE I 3. ANYGAADING BE.ONp.HFOENJJED IIMIT55HOWNON THEFWJISANOlATION Z~EED 'I \ ~ AND Ii BUBfECi T'IAF.NE. 'I pm Z o ~m
PROP. IA CONTOURS E,::E'ING OJcaH.AO ELECTRIC I _ Oci 4. GRADIN~MORE IHAN ONE ACRE Wf'HOUT AN APPROVED EROSION CONTROL ' PLAN', AV:CUTION ANDISSUBf ECi TOAfINE. • -"I" _ m PROP.I GOMWAS j - EN;SiING WATER LINE STABILIZA ION'S'NEAFAT FORM OFERDi ONLONTAOLiEMP01tARY iFE01N'uQ Un o~
LIMBS OF CONSTRUCTION: I NECESSARY TOA 41EVF EROSION CONTROL ON IAAGE DENUDEp AAFAS AND 1 E ' EYJATING SANITARY PEwfk FSPECIA'•lYN'HEN SFELIF1CAlLYREQUIRED AS PARt Of THE CONSTAIICTION y • • C ~ a OENWEp UMITS u$ ~LLo
[ ' SEQUENC iHOWNON HEPWJ. -p-v-C- TEMPOAAR~SIIi fENC' I~ - EXSTI,JG S'OFM DRA,NAGE f. SLOPES AU. BE GRADED NO STEER0.THAN 1:LFlLSLOPES GREATER IRAN 10' u~~ ' ?EQWRE 0.pEQUA,E TERRACING. no u Em ~
' ~PUNIS NOT ANAUTNORIZATION TO GRAOEAD ENT EXISTING GASLINE ?APPROVAL OF iHI_~ ~ emy iEMP.CONSTPllCT.ON , EXISTING U"lOEAGROUND CAALE MUSTEBE OBTAINED fftOMTOhE OAFFEOCNEDPACPERTY OF~RGAADING, PEPM6SIOV - Zg ENTRANCJEXIT _ e. ALLSWr'ES ML,T FE SEfOEO AND MJICHEO WITHIN IS WORKING 0AY50R 30 p ~ M jj zS;
AOLK CHECK CAM EXIS,'VG UTILITY POLE CALENDAR DAYS, WHCH VEft IS iHOATER ALL OiHEAAREAS Ii WOARING DAYS OR i ~ n1 { I 90 CALENDAR OA',S WHICHEVER IAiHORiER. ftEFERTO EAOiION CONTROL ~
I c OAJINANTE FOR+.DGI'IONAI AEQINAEMENTi - _ _ - E?li"NG CA'CH eWIN ALI EROaIDN COfiTAOL DEVICES FOA OAM IMPNOYEMEN7 CONSTAUCTIONSHA'LL r-~ I I SILi'ENCt INLET PROTECTION ~ i REMAIN UNTIL SIT:. HPS BEEN BROUGHT TO FINAL GAAOE AND PERMANEMLY I~ I I
j STABIlIZEO. ID. ACOITI04AL MFAEURES TO CON iROL EROSION AND SEDIMENT MAl' QE FEQUIREp / BY THE EROSION CONTROLINSPECTOR ~ {
T DENUDED ACREAGE. 11.46 AC IL AIL ELEVATIONS NRE IN REFERENCE iO THE SURYErOAS BENCHMARK WHICH ""f ~ I - MUST BEVERIFIED BY'HE GEYERAL CONTRACTOR PRIOq'0 GRW NO " I ARFAXING. /
SOIL TYPES; il. ALL EROS'ON CONTfiOLPftOM TOP Of iEARACETOTOPOPTEAAACE Ii DESIGNED OY y` 6 ~'\\X Cc& CECILIIRBAN LANG COMPLE%~7T08PERCENT SLOPES AucN ENGINEERING ANO SeouLO AE INSiuLEO PEacHAPTERSOFTHae PUNS ~
UY~ URBAN LAND 13.REFER TO iHEEi Cb.10 f0A CONEiRULTION SEQUENCE ~ ~ Q j
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~ EROSIQN CONTROL LEGENL7 LEG NC - ~ A~ c
I ~I m ' EX S I _ rr r - - cLONTOUR< ~ kX!S?I^IG SANI"pA"SEWF~I MANHOL - H \
II I, ~ ~ ~ • 2 - .H'~.~i.l CONTOURS I E%IS"~N~WAT°R VALVE
PROP. 10'CON`OUNi ~ ' - - - %IST:NG OVERHEAD ELECTRIC / ~ m I \ I I im ~ Pa0P. 3'CONTDURS - EX'.SP.NG `NATEiI VNE ~ US '4 T `
L!MIIS OF CONS'4UC":ON' ' I ~ E I VA uo ~ EXI.,iINt. SANITARY EFNEft I DENUDED 1MIi5 ~I - / ~ ~ ~
-o-Lr-D_- TEMenRAarsR?xE~[E ExlsnrvGaroan DR.vNAGE \ \ I e~'
.MP. CONEY UC710N E%ISi'ING GAi UNE \ \ I Z ~ (i^ n - ENTRANLEIIXi ~ - xsnvc uwEflGAOUrvD cnBLk I, AA a i z ~ ~ 1
CQ~ ROCK CHECK DAM YJSP4G UT LI'"`POLE li \ I ~ I ~ ro> ~"^N I. -
E%IBT'NG CATCH GASIN ~ Z ~ ~ y wl I ~ mrFEVCk wLEi FMOTECnoN I' I ~ z 0
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W EROSION CONTROL NOTES: / ~ ~ I u I ~1r~
LALLExosloNCONTROLMEASURESSHAU aELACraPDAVCewrviHeac. v ~ ~ I ~ ~ EROSION ANDSEDIMENi CONTROL Pul'JNING AND JESIGN MANVAL '!A ~ ~ 2 'E.ONSUE OVRIAL PITS AEQJIRE AN ON SITE DEMO. i~ON LANDFILL PERMIT FADNt ! ~ \ ~ I i
ERDM'HE ZONING ACMINIRTRATOR ~ f' ~ I ~ I ZANY GRADING BEYOND THE DENUCEDLh4ITE SHO'AN ON ilff HM 3P.v10:ATi0V ~ ~ f AND SSLeIECT TOA ANE ^ / \ (
9. GRPDING MORE THAN ONE ACRE WITHOU"A,l APPROVE) EROS ON CJFiT0.0L ~ PLAN ISAVOlATION ANO RSJOJEC OAFlNE c ~ S. STAB LIU',0`l ~S THEREBY FORM Or EROSIONCOMROL.iFMPORAA. SE'D,JCI /
NEGESSARY'OACHIEVT_EROSION CONTROL ON URGE DENUDEDARHu AND ~ ~ N ESPEC ALLr WHEN SPEGFICALL, REQUINED AS°AR OF THE CONSTR~CPO \ ~ I SEQUENCE SHOWNON iHF PLAN
6, SLOPES SHALL BE GAAOEO NO FTEEPER THAN SCI. FALL SlOPeS GaFATER THAN 10 REQVIRE ADEQUATE TERRACING. ` ~ I. APPROVAIOP THIS PLAN IS NOT AM AULHGRIZATION i0GA0.0E AOJALENT / - DENl1DFD!MTS, TYP.- v -
PROPERTIES.N/NEN iIEID CONpITIONS WARRAM OFF~SiTf GAAOiNG, PciMIiSION - I ~ I MIUT OE OBTAINED FROM THE AFFECTED PROPERtt OWNFA n B, ALLkOPER MUST OE EEEpFO AND MVLCHEO WITHIN Ii WORR',NG DAYS OA 3C ~ ~ ~ F\ l ' I
CALENDAR DATS,WHICHEVfAIS SHORTER. ALLOTHERAR~S IS WGRKING OAYi O;t T \ I 90 CALENDAR DAYS WHICHEVER IS SHORTER. REPR TO FRGS ON COPSFROL _ _ / - \ ` , ORDINANCE FOR ADDITIONAL xEQUIREMENTS. _ - - - - _ /
9.ALLE0.0SION CONTROL DEVIGFS FOP. DAMIMPROVEMENT [DNETAIICiiON SNALL ~ - _ I REMAIN UNTIL SITE HAS BEEN BROVOHT TO FINAL GAADEANO PERMANENTLY ~ r ~ ' - - ' . STABILISED / ~ _ _ ~
IB. AOOITIONPL MEASVRES iO CONiR.OL EROSION AND SEJIMENi MAT BE~IEQUAEC ~ ~ ~ \ BY THE FROSION CONTROL INSPEGTOa _ - ~ I i is
I I, ALI EIEV T,ONBAAE IN REFERENCE'0 TI'.EG'JRVEYDYS BEVCHMARt(WH'GI _ ~ - _ _ ~ ~ ~ _ ~ ~ _ MUST BE VERIFIED AY'fHE GENERAL CDNTFJ=C.O4 PRIDA TO Gx0UN0 - - _ 4~i BREAKING. ~ ~ _ _ ~ ` I S 7$
11. AlL EROSION CONTROL FROM TOP OFTEAAAL'E TO TOP OF TERRACESDF"S"NEDB ~ _ _ - L p BUCK ENGIVEEaNG AND SHDU'LL AE INSTALLED PERCHAPTEAEOi THFSE PLANS .1_` ~ / ~ ~ aFQ ~ ~ I II. REFER i05HEET Lo.IOFOR CONSTRUCTION SEQUENCE ~ ~ _ _ ~ ~ ~ I/ 9y
_ ` DENUDED ACREAGE 11.46 AC ~ ~ ~ ~ _ _ _ _ - ~ ~ ~ / V. ~ ~ 6
_ ~q c,. _ f SOIL TYP[5', - _ _ _ - _ I CuB~ CECILJRBAN LAND COMPLEX - i TO 8 PERCENT SLOPES ~ ' ~ ~ • , , , , l - _ Ei~
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I ~ ~ ~ FUTURE CGNDITIONS~ ~ ~ ~ Z ~ FLOOD FRINGE LINE ~ Z i 0 - L
I ~ ~ DENUDED ACREAGE: 11.46 AC ~ - h ~ ~ ~ EROSION CONTROL NOTES: E I
I ~ SOIL TYPES: - O Z \ - _ CuB~ CEC!L~URBAN LANG COMPLE%-2TOBPERCENTSLOPES ~ IU - AIL EROSION CONRkOL MEASURER SHALL BE IN ACCORDANCE WRN THE ^LC. I O UT~ URBAN LAND EROSION ANDSEDIMENT CONTROL PLANNING AND DESUN MAMIAI '
Q lll"` _ .I I I ~ / \ _ _ E.ON~NTE AURIAL PRS REQUIREAN ON S?E DEMOL iION IANDF.[LPEAMIT FROM ~ I S EROSION CONTROL LEGEN-~ FROM THEZONING ADmNIS*RATOR
I~. _ _ LEGEND ^ 7ANYGAAONGBEYONDTHEOENVJ:DNMiiSSHONNONTHEPIANISAVIOIATION ~I Z ~ AND I55UBIECTTOAEINE. `A' ~ I H Z D EXIST. E'CONi0UA5 EXSTING SAWTAftY Sfh<R MANHGLE 4GRAUING MORE iHANONE ACREN~iF:OJI ANFPPP.OVED EROSION CONTRGL d/~~~
- U PIAV ISA VIOlATI0N AN015 AJAJECi ,OAfINE w I _ rcn I S. SiAHRIZATiONIS THE BES. FOAM OF EROSION CONiROLTEMFORAAYSEEDING IS I F S - XIST.I CONTOURS ~ E% LNG WAiERVAL`YC NECESSAAT TO ACHIEVE EROS UN CONTROL ON LARGE OENUDEO AREASANU S II
QI ° L- ?ftGP IG'CON`0'JAS I ~ ESPECIALLY WHEN SPEC ~GLLY REQUIRELAS PART OFIHE CONSTRUCTION I E d ~ EAIST.NL O4ERHEAG ELECRIC SEQUENCE SHOWN ON-nE Y,AN. \ - ID _ ~ 6. SL0°ESSHAILAEGRADED N05iEEPER'RAN]..FILI, iLOPESGREATERTHAN IO' ~Q I Z
' ~ ~ EROP'l CONTOURS j - - - EXISTING WAS. ERiNE REQUIRE A]EQUATE TERRAGNG. ~ ~ _ IMRS OF CONSiRU''ilONf 1. APPROVAL OF THIS PLANSYDT AN AVTHOA TAT ON TO GRAD~AO AGENT \ Y i~~ _ _ OENVDEOLIMITS EXISTINGSANIFAA SEWER P0.0PERlIESWHEY IELDCOYDITO:>WARRAN OFAITEGRAONGPERMIESION hA ~ ~ ~ Y ~ 2 k k
w ~ MUST AE OBTAINED FROM THE AFFEC'ED PROPER;T OWNER. H -8- 0 'EMPOIIARY SILT FENCE R. ALLSLOPES MUST BESEEOEO ANO MULCHED WITHIN IS WORYJNG OAYSOA30 P ~ "-^~P ~E II I - ~ EXIATINGSTORM JAAINAGE ~ GAlENOAA DAYS,W4',CHEVER 55E'OR.ER. ALLOTHERARFA5I~NVORKING DAYS OR tia :1`O a"^^f- pJ'i~
A~ \ - - - 90 CALENOA0.0AYS WHICHEYERS HOd ER ACFERT0 ER0510Y CONTROL \ {I. I '~EMP. CONSTAUGiION EXiST~.NG GA6LNE ~it~ ~ ~ ORD'NANCE'OR AGOIT.ONAL FEW' EMEN"S 'I _ _ I ~ , ~TRANCFh%Ii I \ \ ~-i 'R
- 9. ALL EROSIO:J LONROL DEV.CES FOR DAM IMPROVEMENT CONS'ftUR'ON SHALL \ ~ ~ ~~.p~ ~ ' N - - EX.SiING VN]ERGAOJVD C.AALE ~ REMA.N JNT,L SITE HAS BEEN BROUGHT TO FINAL GPADE AND PERMM1NENRY \ ~ry, a: 4~ ~ Z z I \ I II SPBILFZEO. ~ ~b,,_" 4-- o~F$ _ a 05.p~ IO, ADD~iIONAL MEPSJRES'O COY.90L E10S OfV ANJ 5E01MENT MAY AE REQUlRE9 ~ ~ ~Q ~ 19H ~ to
/ ~ nOCN CHECK OAM EXSTING IRiiii7 PRE I $ j / I BYTHEEROSIONCONTROLNSPEC!OA. I ,~C Y 'Y Y ~ = I i ~ EXISTING CATCH 9ANN II II. ALL ELEVATIOM1S ARE IV REFERENCE. F SURVEYORS A'.NtHMARK WHICH \ ~ ~ ~ KOm!?~ k. - _ ::IT FENCC iNLETPP,OTECTON I i, MULTBE VERIHED BY THEGENERAL C'.IiRAITOR PRMM.0 ft0UN0 ~ 7 Q,. YYYYYY ti`n
' EP,EPI(ING. \ ~ ~ ~ e~ Ii I Z'ZZ } ~ ~r _ ^,T' ' ~ - V I., ALLERCSION CONTROLfROM OP OF TERRACf'10 i0POr iERPACE IS D8IGNEO AY Q' U I, Q' dU u/ i ~ t}QD AVCK ENGINEFR,NG AND SHOUtG AE INS'Al1E0 PFRCHAPiERS OF THES<RANS. Q~Y_ ~ I
II. AEFERTO SHEET CS.,4 F6R CON~RIti.,CNSE UENLE COGVCLYn Q - ff c U.

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` 5 ,.gyp ! ~ , ..--__._--FIER'A SASE ~ _ I-:~ ZE'~ PIER'A CPP/RAILING CA,P o -p ~ N pco~onanc ~ ~c E-r. asy ~ ~ E,.,~ N>
PiER'A' SASE r P_fNTN I L,,~_a i t ~ ~ I ~ WITH MA/„pMh GP,AVEL C SCA~ 3i4"=l~P~
S..AL ~ 0" I PIER'B' CAP 1 P,AILING CAP
SECTION FF - PIER'B' CAP ; - ~

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'~~.%8-~-- 275" ~ B ! IO~Sa^_ _ _ fl~ J V - ~ ~ f (q') STAiNLESs SiPcL 70u'rf_ ~
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I ! ~ SECTION AA ~ ~ ~ 1,T s f - - -tom 3si _ rCil ~ti ~ -__-_,I Ic9~ ~
SCALE. I"=I,''" _ - ~ I ,1 _ _ ..P. _ ~A I: aCU,.:Cf tiu 'k- 4 tZ78P'
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-I ! N ;hX 8NU1 G,0.AtiE,. ' C<2 =5.83.. - --_-___J 292' - W f_ f SCr11 E 3 9 ~'-0" -
r SECTION CC l - I ' ~ , \ ~ - ~ ~ c _ q
S ALE II2"-I t - ! i~ PIER B' BASE . a
RL3~"--- ~ 4.11" I' 7.8 i yy 1 R?IS" ~ 3r„ ~ aoa° ~ SCA E~ a"=1'-0^ ac y a~ ~ _ f ~
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1 FIER'A' CAP _ ~ i, _ ~ a I ~I
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U --PAECnST P!ER SHAFT ~ - ScC~C e 75" a -
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I ~ PIER'A' BASE SECTION DD SECTION EE ~ , , pIER'B' ~;tiUEr ~Or~;G ~I ,GALE: -P-0'
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SECTION BB ~ ~ I ~eT • ~ ~ as"~_ t- - ~ - W 9. P!E~R A UNDER COPING i ~ ~ -t ~ scat _ ~ 9~` -
- 52"' 5,88' 9 ] 1 t5a, rl v ; 553" 32":~--~ _..R.o~~' I Z
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ELEVATION - - - - _ - f '
- ~ scar-E i°="-o° ~ ~ - - ~ z BALUSTRADE
- - - BaLUSTER sECr~on' ~ scale, v-1' o,:
'"i` DECORATIV I
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' % FLTURE CONDITIONS ~ I z"' FLOCD FRINGE LINE J N Z ~ ro _ z N 1
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DENUDEDACREAGe I,asAC EROSILDN CONTROL NOTES: I 1 ;~f!
SOIL TYPES: I. ALL ENOEION CONTROL MfiASUREf SHALL BE IN hGCORDANCE WITH THE N.G. I EROS'.CN ANOSEOIMENT LONTRGL BANNING AND DESIGN MANUAL GuB- CECLURBAN LANG COMPLEX ~7T06PERCENT SCOFFS ].ON~STE BURIAL PITS REQUIRE AN ONSITE OEMOUi!ON LANDFILL PERMIT FROM I ! Urv URBAN LAND FFOM THE ZONING AOM'NISiRATOR I
_ _ _ 3. ANYGRAJiNG BEYOND THE DENUDED LIM iS SHOWN ON THE RAN I5AV10U'IDN ' AND SSUBECT TOAF'~NE. I / ~ ERQSI~N CONTROL LEGEND LEGENC I +GRA~INGNORETHAeoNE.acRE•rvrnourANAPPROVEDEROSIONCOMROL
-i i ~ vLAN ISANOL410.N AN01S S'~AVECT OA INF. I ECESZAi INN STHE BESF ORMOF EROS'ON 6MROL iEMPORhRY SEEDING~S S STABI
I E(ISi.S CONi0UP5 fX,'STING EANI"ARY SEWER MANHOLE N SAAY TO PGHEVE EROSION CONT0.0LONIAAGE CENUOED AREAS AND - ~ ESFEC'~ALLY WHEN SPECIFICALL`AEQUTAED AS PART OF THE LONSTAUCTION - E%IS..I CONiOVAS ExISTMG WATER VALVE SEOVENCESHOWN OM1 NE PLAN.
12 ~ / ~ _ I 6SL01'r>>HA'BE GRADED NO STEPF0.'FAN 2.I. FILLSLOPES GREATEATHAN IO' i 4 PROP_IO CONTOURS - EXSTING OVERHEAD ELECTRIC ~ REQUIRE AOEQUATETERRAONG. Z ~ APPROVAL OF TNIE RAN IS NOT AN AUTN041tATI0N TO GRADE ADJACENT Q H I
I~ -PROP.]JONi0UP5 - - EXIS'ING WATERLINE P0.0PERT ES.WNENFELDCONDITIONS WARRANi0ff5REGAADING, PERMISSION ~ ! Z I I MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER n F aa'rsD mNS Rucnoer %s` I ~ B. ALLSLOPES MV~'AE SEEDED AND MULCHEOWIIHIN IS WOAKNG DAYS OR 30 ~ \ J/ -iS f ~ ~ y " DENUDED LIMITS i 1 ~ I
I~ EXiSTINGYANirgRYSEWER CALENDAR DAYS WNCHEYEfl 15 Sh0ATER. ALL~hEA AAEASISWORKING DAYSOR ' ~ r-'"-\ ~ ~ Z i.MPONARYSIIT FENCE 90i.AlFNDAft DA EWHCHF.'ERISSHOP.TER REFER iOEftOSION LOMROL / ~ ' E%ISTING S'CNM DRA'NAGE ORDNANCE FOR AJJ DNAi REQUIREMFITS.
ION CONTAOI DEYfCES FOR DAM MPROVEMEM CONSTRUCTION SHALL ~ i.ll C ~ fr ~ _ FXSTING C45 LINE J 9 ALL EROS Y _'H~ t F 4 ~ ,EMY. CONSTRI.OT10N I ~ AEMnN JN.IL SITEHAS BEEN RROJ~hT iO FINAL6RADEAVO PEAMANENTL Jv ~i ~ I a L _ EMRANCDE%IT - ckISTIN-UNOEAGRGU~+ID CABLE IB.AAO?OEVDA! MENJRES TC CONTROL EROSION ANJ SEDIMENT MAY BEREOUIREG * K I \ ~ ~
rA U o B n'E EROSION ON OL INSPECTOY. ~ ~ F G 4 N ~ M~myS ROCK CHEGK OAM rKIS~IVu J'TL~TYPOLE _
Iw i !I. AIL ELEJATIONS ARc ~N ftEFERENCETO'HE SURVEYORS AENGHMANK VJHILH ~ -mE >aG0 Kf i ''}`•M1l MUS*BE VEfiIF EG BT'FiE GENEML CON"GACTOA PR OR TOGROUND E ~ ~ d2 II ~ EXISTING CATCH E0.51N I BREAKING. ~ ~ VT I 4`J °1 4 A' ~ L: Iw I. r lll, ~y. ALLEAO '.ON CJNTROI FROM OP OF ERWICE OTOPO`TERItACE IF OF9GNt"JBY I 2w7 ll SILT FENCE INLET PROTECTION ~ J~> ? L -
F LJ ~ dJCK ENGNE RING AID SH LO BE IYSTAILEDPEA CI'APTEflS OF'FiESEPIANS. ~ ~ ~ > ~ N 1 ' I I !'..AE'ER TOSNEE"LS.IOFOR COPGTRUCTION SEQUENCE. IBS 0~ O 1P~ 4B i, ~Qusi V~ _1 1 S y J V
I ~ _.~JJ.i%n_ s~ s I`

I EROSION C0~ ROL ~EGENO - LEuENO - - / r; c
/ / / E%IS7 S'~Oki0V5 I I - ~'I - ~NSI'~.hG AI',`ARY SEWER MANHOLE J i ~ ~'I ewsl. rcDNTwu I, ExsT~~n'G warER4AL4E ~ I I
i Zm / ~ ~ PAOP_m~cJNriY.IR: Fa~ET~NSOVERHEADELEC~RIC ~ on
~ ~ PROP.t CONi0UR5 I ' F%IC'~,NG V'A'ER:dVE - M,;'v G`CONS'ALCi'ON' V o ~ ~ ' ~ I ~ E o E
/ I CE~JUDED LMrrs Exc `NC_ANn,aRYSEwER E i i a o--,T- -EnPOaA e~L-FEw_e - _ ELL 8 Ezlr~uG SroAM oanINAGE LL o
~ - TEM.. CONi10.t,C ON - - ~ :N'~S'.IJG GASJNE ~o,D E EN'NP^iCEEY.IT i e n a
~ / ~ .J / - - E%IiTING 'NOERGftOU*lO CAME I V'^' RJCK CI IECND' EXi~'aG ..~?IL r+?..LE ~ N> T ~
r!T rEM1J:..NLET P0.0TEl i'~ON
~ ~ - I - _ - --------I _ - - EROSION CON"'ROL NOTES: ~ 1
/ - - I / l'?AO51~'C NP~LMEASI:RES SFALL BE iN ACCORDANCE WITr~. THENL. ~l
/ - - ~ R SOE 9J AEDIi ER QJ RE RNN O451TE0 MOL ilON uP OfiILPE!U:~T FROM "i V\~ i FR_N 4t NNC ADMEVIS.PAiOR~"' / _ _ d.AVY GAADIhG 9E ONp IHE DENUDED LMRS SFOWNON'YE MNIS A.NOIAI"ION ~
AtiD S SUe Er' TO A EYE. , f - ul~,NGMCaE'HAn'ONF ACRE WITIOU`AN APFROVEG EflOSON CONTROL \N,
- - PVN.SP ViG'.A'HON AM1fu iS SUB~ECTiOAHNE ~ r ~ N C'.5',Z $VOC STH EY ES 0.05 NOCFON?RO ONOWAGOE DENUCEG AAE4SEA.N :'.S
~9~. fSPf 'A Y J 45PECIFICA l RcQUIRED AS PAR, OF THE CONST.. CnON ~ ~ ,lCV NII~VV~RTH `l~CF~ 1 ,EGL NL. 4 ~;~EP~v \ ~Y C',1I'~ LCPE dill fiC G4ADEp JO SFEEPERTM:AN:.1. rAL SLOPE. GRER~E4.FA:~i ID
F.QUI0.cA E JATE iEARAGNG AEPAO`IAL CF '.SNAN IS NOT AN AUTIORIUTtON TO RADEA]IACENT PRDftRTIES.sMEh HEIL CONp]TIONE WARRANT OfFSTE GRADING. FERnLSSION
LT eEO iP, OFROM'HE AEFECfED FAOPERTT OW,vEA 1i-.~ ~ Al 'IOFESM dE SEEDED ANO MULCHED WITEIIN IS WOPNING GAYS OR IO ti , - AENOA'n A W1. GHEVERI SHORTER. ALLOTHER AREAS EWORKIY.~OA'; 0A
w 9U ~A.ENDAP CA 5 NH C4 4Ei SSMOR RREFERTC EROSICN..ON'RGL ` ~ ~L.NANCF G 1]C '1NP. REgU'RFMEI.. 7 ' • • • . A.. EaOSIU C N'flOL EVCCE'OR DAM IMPROVEMENT .DNS. RUCTON'k<ALL
' rE HAS dE'hB DUGMT'O FINAl GW1DEAVC PE NANEN't" r. r.~•+...~.. Tap'l. F F ~ ~-~""-i'--=Ai• p0 iION '-SI,F 0.(NTROL EYOSON ANOSECIME~JT:~AYBL RC(A~'PE?
, I ~ a ..v\~-r.._~i.~_.r_""+_eii.e_...y ~ ~T _ ~i MJSHE CA 'COTRCY'fiPECTOR. - _ ~`i+=uz ~rVAPO ARf'N 9PFE0.'.NCE TO IME SURVEY?YS BEM1C%'.MARK w:~IGH - _ SE YrA dY CcNE.aAL CONTRACTOR FP OR TO GROUN-~
_ _ _ ~ BR.A<~x ALEROS~OLO,AO'_fOM'OP OriEARACE i0TOP0 T4AR.'~'CES~LYEE dY ~;C ' ~ _ BJI~(ENi. ER.N FND Sr,O W6 45,AllED KA CFAPTER; Gf ?NESERMv'S. Y
- - If. RE~PR ~O StFF~;.,.10 rORCON4,RUGTI0N5EQLENCE. ~ ~Q, ~ _ A / ~ ~ ~ ~1
DENUDED ACREAGE 1195 AC .~'„C / a - ~ gg - ;_i / s01~-°PE; y ~ 6
- - - l., ~ CLB~ A N ND..OMPLEx 2TOEPEFC_NT iLOPES CEG4!JRBA.N IA j' ~ JE ~RaNLA'o ~(Il
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-
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-SILT FENCE, SEE CHAPS ~ i s IE~ ~ I l BY BUCK ENGINEERING. N j ~ E,Sz~ 3=s ?~a
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/ OR~N7I~NUATION~ - , 3~~ 1 _ ~,s' ZAP
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V - \ R ~ _ \ I~ ¢
' / T \ / ~-DENUDED UMITE, TYP. - / 1. _ ~ x
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~ / ~ ~ ~
~ ~ ~ _ ~ t - _
o ~ - - _ Q ( ST CKPICE: STA.G1iJG / / r! / /
I Z ARE; / ~ i ~ ~ FEMA FLOOD`NAY ~ ~ / ' ~ W
Z Y„ T ~ , ~ ENCROACHMENT LINE / / , Z ~ ~ F_IvCE. TYP.~ ~ ~ W L
I s I ~ ~ j% ~I~ ~ ~ it i~
< < / ~ z TEMPORARY CONSTR..2TION-F ~ ~ O
ENTMNCEIEXIT - ~ ~ ~ I~ ~ ~ w ~
l~ o' ~ i i _ W ~ , ~
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/ ~ ~ -4'-~ U Q ° i , ' L L~
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w. ~ ~ ~ Z N ~ ~ ~ w. OJ N N
a f-- Z Y r - - LL r t'3 s
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FUTURE COND17~ON5 J \ F1000 FRINGE LINE

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LmRFACkwA-accrJ-vGLMEAwavroBEIroTA!LEOgccoAJwcm z$ PLAN. corlPlE-t cAALIVG eEFOaE PaEPARINC sEEOeEO.
E. AREAS'0 P£ SEEDED BHA!L BE ftIFPED AND SPATAD WITH AVAILABLE 3h:P'WOOp FRAME L TOPSOILY DEEP UN SLOPEi 2.L Ofi'UZfR'OTAL SEEDBED 1
I!L 4 - PREPARE FPH HAU E b C... i901lS AAF COMPACIE JJR.'G C,FgJING UCfEN iDA DEPTH OF 6"lb A". 3. lDOSEAAX,200TS 4Y OTNEA DS RUCTIGN SHALL BE REMOVED ~ r
! - -fFAMEW!GAATF FROM THE d.,NFPtE'O PR N 'M1P.~AFNC"WTH FSTA&'ISHMFIJT I it I.5'MA% V, Lz AND MAN NANC 0 E 0. N r J - APPLY ti"EACOPDING OSOL~STiFCOMY2JUATI0NS. 50115 ,0~
I I 'i - ~7ii., ii G:, l I WITH pH GHER "v,P,NENLE NG18E'JHEp In CF IS VOT : ~ ~ ~ KNOWV. NP .,,!MFR A.NG :JEEEDI rSRC!HCPSi0^B BELOW \Y ~---`t---T ~ : L APPLY LIMESTONE ANG N O4POrv+~ INTO OFd"TO b"OFSOIL n\_a~
~ _ ~ ~'i, ~ ~ ~ ~ ~ ~ ~-OROPINLEi 5. APRY,EA ZERA C F NG ?050 "ES?RKOMMPNOATIONS. P „J\\' 1MIN. ~ - L NO SDL.E NAa Bc'r cnfONMEC, APrt_"rkrtT'LZERACCOROING ~i 's I _ ! _ ~ - 705EED.VG SPEUFICAY 45 PEtOW (j •l
-D - - ~ 6. ROUGHF SEEDBED Sv fA EPRID iO APP ICA ON. GROOVY OR - ~ ~ nSrn'c nI[ -l- GNHER DfCESt ? i V I _.---i -~P.T CORNEAS ~ FURRON SLCPEES c:PE 'V ~ Q i L L _ ~ FOR TEMPO LVl"SEEU 0 AR A4'nHICr WIIL.NvT BE BFWGH?TO
GENERA N0~5~ ' ~ FIVAL GRADE FOR MORE A4 pWOFMING DATS.R`LLOW'HE Fem.. : _ _ ~ -
i L. AIPRAP dIZE iO BE CLASS I. ~1 ~ ~T ~ 3MAX L - TPMPORAA"SEEL.NGSPC CA ONL EHO'N 3_ CHECK DA.:S MAY BE IS DIN SIGP NG DIFCHFS Oa L ~ ~ PEPMANENTSEFJ VG SFK'F Ai ON: ~°5 ` GR CHA ~E13705L0.?VELDC OP 70 CREA',E STAKE
! SEDIMENT?PAPS. : LENELAL NOTES: COW MAINTENANGEAfiE47 I I I. ENSURE FABRCODES NOi DIVERT WATEROVEA CUT04~LLAGRS. iABAIC STEEPSiOFESOA iTOh SIALIOWOR DR SO'.
J LSTAKE FABRICCIOBE i01NLETTD ENSUAEOVERROW DLAEG'LY'.MO ~ ~ GATES ttF£ RAT- FABRIC SHALL BE PERVIWSNYLON. POLYETlER OA ETHYLNJEYAAN LSt
- LBJW MIND. ~ '-i=1 AW.3S~SEPt.Ii TP_,..cSC..E pp LBACAE : _ _ ~ - J '~.'j _II'; RB. S~MAR.A SERILCA l6PEOEdA NLPfACAE ! fABRCSNALLBEM%~.ROMAGONTINUOL;S ft0'TDELAJiNATr f)NTf ~ L I(OBEIESPEDEZA Lpl&ACPE I _ I iTOP OF FABRIC SHALL BE BELOW GROUND EIEVA'IOIJ OF WWVSIOPE AAEiS I ~ L
IL ~ - _ '.0. ft VENT AYPASS. ~ I . ~ ~ - ~x / 6. O0.5TAKES, USE -NCH WOOD IPAEFERAEL)OR Wh:4LEN"MEFAL I GENTLE r_OPFS AYE°AGESOILS ...o~ ~ WITHAMINIMUM IBNG"H OF3 FEFT_
~ - i i SPAC_S~AKES E4ENL AAOJND'HE PEAIMETE40 THEN ETP \ I - MA%,MUM OF3 FEE'APART ASECURLYDRVE `HEM IMO7HE Y J C
' GROUND. APPROXIMATELY IA INCHES OFEP. `a'CALSh.D -BURIED' AUG.3S-SEPT. LS FE JE dp LB'ACAE ' ~ - E ~i ! STONE FABRIC I FEB.IS~MAR3! ER 4LE PLE ld L9'ACAE I - B. TO Pft04JE NEEDED STABI'.TY i0 iHE'W AILA ION, .AME N'h2 ?y " ~ na e,ti, I x1,NCN W0pD 5TPIP5AA0UNU 1hF CAESi Oi'HE OVLRFLOW ARFAAT SIT ~ ~"CBE LESPJr _rA IOIEIAGRE I n E
' API.4XIMUM OF I.S FEET ABOVE ThE DROP INIfi CPFST. J 'i J 9. PLACE THE BOTTOM Il INCHES OF THE FABRIC INA?BENCH AND BACKFLLTHE NIGH MAINTENrh Ce A~4fA5 ~ A" V CC"___._ 1.i,TN L '.i TRENCH WIR{AT LEAST4'NCHES OF CAUSh ED STONEUR IZ'NCFESOR ~ a}}}
L COMPACED SOIL I GEN:.E SCOFFS SO 7. A"c,vrvE..FBC7TEH~OSTURE 000L SITES _ ~y _ - ' I^.. FASTEN fAB0.1C SECURELY iO THE StAKB ANp ENAME. DINTS MUST BE ` ` 'F'1 DATES TYPE fiATE ~ f7 : OVERLAPPED TO iHFNFX'S'AKE. Ili ~!i! S_'
'i IL. THE TOP OF THEFRAME AND FABRICMJS~AEWELL BELGVV tY',GROUND RUG,3S~SEPt. LS BLENLOF TWG TUgf.?YPE ;ODC ~ „f~ G L L ELEVATON OOWNSLOPE FROM THE DROPINLETTD KEEP AUNGPa HIGM ~ SO LeIAQF y 1~ ?4Ll %ESCVFS J°p%)RND Ji ! L BYPASSING THE INLET. LL MAT BE NECESSAP7 TO BUILDATEMPOftARY OIXEON ~ r~ / TwCOR MOP"C KENTUCX.Y
IL THE GOWN SLOPE SLOE OF THE STRUCNRE "nLUEGMSS':AAITIS JIO%J ~ ~ GENTLESLOPES, DRIEr.S01L5,;'HYC_!CAI UMITAi0N5 ~ a 1
I I R K I-~E i TEMPORARY FABRI~ DR P T T T N !I AUG 35 SEPi LE :LEND DF Epk PT'I TALL 3pC 3Ep LBAGRE
OC C CK DAM ~ 0 NLE I PRO EC O fFSLUEANDSp%rdMTJAE N.T.S. N.T.S ~ rno oR McRF ruPF n>~
TAIL iSC'JES -1 _ _ 'i GRASS:LVED CHANNELS, AVENP.GC'EOi1S _
I eS gg RUG, IS~OR. i.AIL'ESCUE app LB'ALRE OA = F;~ ~S~ ' ' S~SLBIpOC SF p5
I I / aP GPASS NEr ChANn _-RYSONS _ Q ~~ttpg _ 0 / JC/ Ps. 10p'MIN. '
I~ ! x Rr°Y,r J APRIL IS JUNE 3C COMM040CRMUDA GRASS /0~8G LBIACAE OA F / I3L&IOW SF aOa T~
Wc3 / ~ AMENDMENi55HA,i fiE+PPL A IRATE O%JWJ &`ACAE Of GRWND DFSIGNTOP WIDTH ~ Z'-0' / ~ WcE
rte- r / AGRICULTUAAt l MEST0IE Y ~ OPp B`AGAE OF Ip Ip ip FERTIIIZEA ~I ~L I V ` / ~6'MIN. DRY SOIL GAPSS.VEDCl~.ANVFS SHp1L USE 30001fl~ACRE OF GRWNO =m" ~ CFREEBOARD AGRICULTURAL LIMESTONE 4IJ0 ip0I81ACREOF 181010 EERTiLRFR 3=~ _ L:%'~.. _ !OY SE'TIEMENi ' -1'COAFSE AGGREGATE IB'MIN. =~t
FLOW - - - ~ MULCH SHALL BE APP'JEO A'THE P,4TE OFiN03'ACREOF STRAW - t - STNAW SHALL AEAVCHORE09Y1'ACKING W'H ASPHALT. NETTINGORMULCH Qc3 ' 1'1 hq{, ~ ANCHORING TOOL ~UFE OA E%CELSIOR MALTING iHALL PE GSED IN GPASS Lx l:g ,
7:11 L.IF"MIN _ ~ PROTEC'iD I LI IINEDCHANNELS TD CALCULATED NIGH WATER DEPTH. ~ L~~ ~~"kFIM\~ ~ ~ M pgFA ! GENEWLL NOTES.
L I.AS'AAIUZED PAD OF CRUSHED STONE Sh'ALL BE LOC0.~cD WHERE TEMPOPARY SEED VG SFECniC4T'A`CS n, ! ~ : qA°fIC WIL BE FN~FP NG OA IEAVINGACONSTAUCiION SITE TOOA I Li m ' cAOMAPUBI 'TAEET. I Z
: 3. STONE TO BE7 ]INCH WISHED STONE ! DATES T'`P qAT AMENOMEN' _ ~ ~ 3. THEENTRANCESHAIIBE MNN ANFD INACONORION WHICH WILL JAN.I~MATI PYE(GAJ I:O LBA".RE ,D~LDACREGHG'JND G2."JER4LNOTES. ~i PREVENT TAACKINGORfLOW'LNG Uf SEOLMENT ONTO NPUC STREETS FEB.IS.MAR.3L ANNUP "c3 CE(F .'p!BA_~PE AGNICUITJivALUME-
ORE%ISTING PAVEMENT THIS MA'!AEQ'JIRE PERIODIC 70P DRESSING OfL 7pA, STONE AVD 1Sp L3' 1. B' BLU RIDGE HIGHER TlIAN DESIGN AND COMPACT WITH WHEELS OF WI i Fi ADO TIONAL STONE AS CONDRIONS DEMAND RND RFPAIRANDIOA L. ACRE OE 10~!0~10 C N$?RJC'.ON EQUIRIENT. COMPAC i ED RLDGEHUSTAT OA AADYE CLEANOVT O; AN7 MEASURES USED LO TRAP SEDIMENT. FERPUZER I
D LGN GMOF A.1AlL P.JINTS. AIL SEDIMENTSPILLFD, D0.0PPED.W0.5HEDORTRACKEOOMOPUBLIC 3. CHANNEL M'JST 6E C(!NSTRIKTED ON DESIGNGRADE i STAEETSMUST B"c AEMOYED!MMEDIATELY I PIATI ~AUG.IS GERMAN MILLET 40 tNACRE ]WpLB1ACNE GROJND iEAVE SUFFICENT AREA LLONG DIVERSION TO RPMI7 CLUNOUT AND REGRAUNG 5. WHEN NECESSAA.T WHEELS MUST BF CLEANED TO REMOVES©!MENi AGR'CULTUPAL UME~ T
'I ' PRIOR TO ENTERING A PUBLIC S`ELEET, WHEN WPSHING S REQUIRED, ~i STONE ANO 150 Lfl/ I Li SHALL BE DONE ON AN AAFASTAO LIZFD WLTH CRIbHED STONE ACRE OF IC~181p ' WHICH DRAINS INTO AN APPROVED SEDIMEM BA4N FERTIIIZEF
'L 6. FILTER FAAAIC SNAL! BF PLACED UNDER iHEEMRANCEEXITAND LI SNAIL OF MLPAfI5p00R;QilAL i AUG IS~DEC 3L qYE (GPNNi iIO L&AC.RE 1pU7 L8/ACRE GRWND ' AGRICULTURPL DME.
STONEAND IpCO lHI ALAS DF Ip-IO.Ip
TEMPORARY DIVERSION DITCH TEMPORARY GRAVE CONSTRUCTION ENTRANCE/EXI I _ ~ FEA-ILI=ER Z N.T.S. ~ N.TS. ~ rrJLasHU BE APP TAT NA E F Loole cN FuW.STaAwsHAUS< ~
' 1 ANCHOREDB 'ACKP:G Wi SPHAi_.. "71NG DA MULCH ANCHORING TOOL _ i GPADED SLOPE V L.. E, J ES'P fiADEU S,DPF ANU FLl3 SNAIL&NC
GREATER THM NF ANGLE WnILN r.AN b: P51 AINEDil" VEGETATIVE COVEN Oa ' , OTNE0. ADEQUA'E E403!ON CCNT40L DF'lICES OA SRUCTUAES. IN ANTEVEM, - SLOPES LEFT IXPOSED SHALL hT N SW'ORR!NG A.SOF COMRETIONOf ANY
BACKFILLMIVB'1NICK ~ I ! i PHASE OFGAAOLNGeEPIAM DO 0TH RWSEP. IDEuWIIHGAGJNDCOVEk, ~ Z LAYE0.0f GRAVA ~ O L. -~4MAY, ~1lBIli EEIPQSTBJR ED ! DEVICES OAS.AUC INFS SUF-J, iORS.RAIN RJE GY. L OP BURIED OP DAR VEN TO - i GROUND COVER SHENEVf WVp 015, APING AC7 I.Y IS'NDER. 4KEN ONA _ I
7 _ OLPTN OE IB'IN iNE GPO'JM1D L ~ 'I 7RACTCOMPNISING MORE?+AN ONE RCP,E'F ~MOAETnAN DNE CDIJTIGUOUS ACRE r_ I ~I I - I I A"AOUN ^VC SJ"rf CIEN'TO ESTAAIN 1ST BE W - IS UNCOVERED u pC. .R R EROSION 9L ,1J L - L
FILTER FABRIC P ~ L :DMVJC L, I, L I RANTEDOROIHERWISE.RCVIDEW?HIfiISWORKRGDAYSONTHATFORTONOF CC I~ I~ ~ - 'r ' i THE TRACT UPO IH~CH PJNT R4 IVE CCVSTRUCTOJSNO'BUNG ~ J
_ - ICI:.'_-. ~ -~-`_-.T-_-...--~.,. UNDER'AKEN Pi0 !D G.HA HS NP"NO APPL,'OCLEARE_LONO FORMING ~ 2. I I~:_ I-~ \ - L~ III - I~u ILJI I _ IB I ~ ~ _ -J I YYY _ _ '-'LY'_ - Jl'I~ I_I_ k_ I~"E., $ ~~-4w~. THE BASIN DFagks,RVOLn LS Efi.o B:INJN~ATED I -.i~_=L_. F - ~r r{I 11 I':h_IIId IB"NRN. iav- ~ % _ L 0
- _ V~TRENCH - r ~ .x~ xtt Sac ' Z/ ! s I ~ IL .'STEEL -F(?S Q ,5l L,'[n - I P CUM "C Fn'iE~FIU. v Y 1 f"` _ I
`f I.L. I kXTENYDNDFFABRILAYD i ~ ~ EROSION ~OIV E ROT. NOTES. CONSTRh~,TIUI~ SE UENCE. c l ~ ~ ~I ru.nuP. s,cv[Irrvcixwro WIRE INTO THE TRENCH ( V Q L
unrcn"' rv4vr I. ALL EROSION CO\iRO. MEAT TES SIR' G N ACCO~DAVCF VY171"THE fI.C. I. OBTAIN 'LADING FERMI 4Y P.LLGTHER AYPJGBLE PDRMRS PRIORTO W ~ ~ ~ 3J LB LFSTE'I POS*A=ftIED ~ V ~ L EADSIONANDSEOMCM1T CON OL IAVNIY AND DEat,YMA1vU4L A4 .AND GIST ~PBIGq VTY (n } Q I FILTER FABRIC ~ ~ r - I OR BLAIEDOft DRIVEN .O L r ~r, 1.ONSITE BURIAL PTE REQU:RP AVu.Sf OCMOLITION UVDFILL PEPMIi FAGM 1 SCHEDLIEA Pn,{ONSLRJC„OIJ OONFE,:NE WITH THE OWNER, ALL
R ! DEPTH GF ~O'IN THE G0.0U:NU GD"FL. •ASBHN PDn~'eo I N!ND ADR1iN'!STPq"C:l CONTRAC'OAS FOR UNO'uIS'URAANCEAiJD;OP. EROSION CON-ti OL Z ' FROM iNE ZO W -L . L _ n ~n - r c t _ 3. PNY GRADING BE^VO'YE'EVUD.DLIM,I.i11GWVON'HEPUNIS„NQAiIO^l ANO nOS'.ONCONTROL C.TiORI'YrRS.nJNEI iO DLSCUSS TrIE P0.0, CT ~ \ ~ C I - ICJ r _ d L / n ' - ~T'I=-WIRE a eFR N I ANOIS SJBJECi TJA NE. AVO THE EROSION CO'.TROLPInN. ~ ~ U a
J I I ' L -B`m I '~.I-1-I V~ D vU rNE Y I 4. GAAOLNG MORET'A.VOV.A:tEWITFI0.AJ APPPOVEO FAOSIONCON1RGl 1. FUG HEGONSRJ'ON LM'SANDMAAKPIJYTgEESORANYDpSTLVC- LI _ _ III -T=DY~ ,T~ RAVISAVIOIA Lv AN_,. 2'FC ~OP I E. SAUCTLRLNOTEDTONEMNV li f0 ~y I / SSTABILIZATIONIS HF BES?fOPMO Ea0.l0;v.,ON P,0 TEMPOPARY SEEDINGIS 9. STPB ZEC SYJ:.'ON AG ESSES. ONSLNUCTIJN ROUTES AND
~ I' a J=1 - L I NECESSARYTO AG EVEFROdOM COM1TFO. CN URGE DkNU0E0 ARUS ANO EW PME PARICING.TEAW TH GRAVEL. AND TEMPORPRY VEGETATLON. W I,J ~ L L - ~ ESPECIALLY WHFV SPEU!ICA!"RE LLRFD PS PART OF. rE, ONSTAUC'ION 5. INSTALL SEDIMENT P:N'CES, TEMPOggRY R,~C40AM5, AND All OTHER OihER Q I ',v3 f:: n'V"~ L nYL J Y.IIE LY] Nh ON i,Y' PI N. EROSON CONTROI.E CES AS 54'.0 IN ON PUNS AND AS UIREOB
GENEPAL NOTES. .~,r,, nn SEQUENCE SHO F REQ (n a r v ' GEGi ~ 6. SLOPESSHALL BE GRPLED NU F F'r'NV `:L S.CPPJ GAEA'ER THAN IO' EAOEON CLNTgOLRW E 7R ~F~ 7 N I. DA41NA6{AREA SHALL A6 JESSTHAN L;4 ACRE PBAIWFEEt OFRNCE I ~ CI~L ! REQUIRE ADEQJATE EA~hG 6. PERFORM.nND CLEAR .4N0 GAA]IVJ. ~.J Lll 1. DEPTH OF WATFA BEHIN9 FENCESHAII NOT EXC[fO ISfEET Li PPPROVAL OF TH U; 5.0 ANFITHCR 4 0t. TO GPATc. AOJACEr. 7 AS CAVERT',z 9EMOVLO v 5 NEA 041'C AREGRAD' iEIOCPTE SL'
x0 c[.c"nl _ „ I 1. fOA REIM1FOACEMENT OF FAAAIC USE 9GAUCE Mf9HW•N6 SPACING ~ ~ ''O Y lM1 ' ~ 1. CONSTAJLT FENCE FAOMACONTINIIODSROLL JOINTS SHALL OVFAL4P BV ~ I N.~ ~ PftOPERT ES. WHEY rEID LCN.D. ON VBA M'TOFF-.TEGAAD:\G, FEAMSS.ON FENCER"OP OF BA'J TON' T fOANN OC4-ION PBGRADEGCHANGE Z U R'MINIMJM MUST AE OBTANED FADM 'EA CCTED Pq .FR l`NRER 0 Pfi07ECi ANG MAIN'F~ At EP SIGN CCN BOLD VICESA All IL1E5.
su Snxl E1J.'+cnnorc a, a~u I. "I, BPILSLOPESMLSi AE SFiDEO. OMJLND H'NI WOAKIM1GDAYS OA 30 9. AtPI,'EMPOFAFYAh 1PEH.,A E'T A.,.ATION Sff01V SOODINf,. ~ ~ L~ a - S~F WIRE MESH IS DSED FENLEPDSi SPALNG MAY BEA MAXIMDM. _ ~ I ' Fx.,u.;x[ncn h. DONOT ATTACH FABRCTO E%ISTNG TREES i _ I 'I CALENDAR DAYSWHLH:IE SSH Rt..'G4Fq AREA515WONKNG DAYS OA MUICHIN ANOOR FP NAIL ]S UAAFDARfAA r N F 7'^ M1AR N W rTlEES.SP JAS. n 9 Y W Vnt'<N AFA f. ,P. EFOSIOPJ _ONTOI Ip. STAn._ZE A'.I JPF °AS, Ei50Ln JLANOSCAPE T v c e o. dry L pCALENOAR OAS N,~FE S. G R S f W KL.A Afi A.N Y . R h sf.,.unN rvn T. IN PER ENCES EE ND .RA FALLS ENT, FPAIRSS ALL BE la - 1 L
_ _ S&D'NG, E'C. cavv,arLUTr "~;A.ISp B. REMOVE SEDIMEM DEPOSITSASNECESWtY iO ENSU0.EADEQU4TE STaMGf ~ 4ALL EROSION ON'AOI pE. S OR'AM 11PA \ENENT CONSTAUC ON SHAL_ MDN ENANCE NSP A"BE R~ OPMEDAYO DOCUMENTED WEE<." L „VLM,I M4DF iMS EDIATELY. _ • ,,,.r _ I! REMAIN UNrIL31'E ~.AS BEe"i 3VCUGF c -n - I OWE ~ ~ Cf.NA. GPACf rJvD PERMANENTLY ANDA RE: c"Y3T L A.'_, EEJC4 .AN+RND AL. REPA'N554'LL OE
I 9. PPEFA&VCATFDSILiiFNCFIS NDTACCEPTAD.E. STABNZED, PEAF iLND MMEDA- AN 'lt.li^' 'HE , ~ CHARLOTTE - MDCKLEVBliRG _ - I .Y 4 .n -y -r+. .a ERDAGN anosJL Ewr coNroNLDG. li LAND ~EVELNPNENT '~L~I ,1a Ip. ADDITIONAL M,gSJREs OC N. ROL EAUCO~ AND sE„IMENi MAY BE AEQIIIAFO REFEftcNCc Oft. r,A90 A EO.M AIXMANUAL I r ~ _'"~L ',.H ~AS.'"L' VL=' Rv E., ~,L'U ~N~. L BY iHEERO5AM1 C04TA0l. PEC OP SFC'IGNS oC 603 FOP 0 TINA.\F 1lM TON. FNT.RE SITE MAN-ENANCE
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N.T.S. ^ L BREAKING. I3. UPON CONSTRUCPON COMPlE7i0N THE PAOPERtt OWNER ACW.AES AlLS'E I3. ALL EROSION CORfiOL FROM TOP OF TERRACE TO TOF OFTEAPACE LS DESIGNED MAINTENANCE PFSFONsIBIUTES I _J AY BUCK ENG'NEEi:NG AND iHOI!ID dE IN31AL1FD PER GIAPTEAS OF iHEBE
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- - OC ~ o I RIM ELEVATIONS ARE GIVEN TO THE ECGEOF ASPr3RLT OR AT FINSHEC GRAOEIN II NEW FINISHEC CONTOURS SHOWNARE TOP Of PAVING IYAREAS TO RECEIVE I Al J4K S,:A.i CvN Y Y?I ALLAPPL'LABECODFS REGJIATIONS, AW ORIIXAL 9. SERVICE TAPS 21NCH FOR WATE°.,R INCh FOR SANITARYSFNERANCIINCH FOR ) ) C I. NE N..A LA~ON IOCAT LINO A bA :,IOW,R FNT O\ "S M91 AL_BE !V S"4 :.An S:M,PO.SED. wCP_JTILITY ANp CIT"OF CHPRLOTTE AS PPPLICABLE IRAIGAT ON ARE PFQUIRED AS INDICATED ON THEPUNS.THECONTRACTOR SHAH UNPAVED AA'AS PAVEMENT AND TOP OF TOPSOIL IN AREAS TOOE SEEUFO. W d C
AN pftrA'ly,k'PROY E, FSAFE NCR N'EJV RCWI:N TNG A.rC ~ J ~ L J COCAD','3ATE THE EXACT IOCA'ION DF THE TA3. (J] '~IA NTENANCE.F'ISAAE45NALL BE gEAC:L, ACCESSIPAE A\A H3C EL CTR'CAL AI. WP~EA.4NI; SEW L.'ES.HALL fiEPOLNIiJYL CHLOAICE (PVC; IXCEPTtSN0YE0 l AIMELEYq'IONS G!VENONTHESL PLANS ARE APPROXIMATE AND ARE F0~4 IAj GPAONG CONTRACTORiSHAILNOTIFf ANDCCOFERATEWIiHALL UTIUTV ~ Q E L Q
Hr:ARDS AND Fft E.qJ.. DIRT, THE LOCM1 UN MUS'M E. ~vEQ EMcNTS C`Al. LOCAL PAVi.COb!'. RACT.,R_,N0.if. PROY:CE AIL PiATERIALS AND APPURTBYANCES IC.ALLY+ATEAANO SANITARY SEWER MATERIALS ANDCON I 5 !NFCRMATICNAl PU~4POSEi ONIY.AC'UAI R:M ELEVATIOP65HAlt 8E DETEAMINE09Y COMPAN ES OR FIRMS HAVING FACIViIEi ON OR ADJACENT TO?71E SITE BEFORE z 9J ZON IC ..IttOEPAniM'V OrTAANSPvRTATIUN STRUCT ON NAIL BE PER CGMRACTORANO0.0JUSTEOTOMATCH PIP.O CONDITIONS. C157JRBING,ALTERING, REMOVING, RELOCATING, ADJS'ING OR CONNEC'ING TO SAIC A iHCR'IESIE nE. PA\Y'. G, NE R. FO. EN AATIONO~ HEJTILITIES.ALLPIPES Ah71'RI"f.3 CNUp STAN0A4CSAN0 SPECIFICATIONS DANEET NC O'JILOING CODE, YOLVME ~ ~ J ~CC(J 16R NOR NCARO ACCPARTMENTCF'RPNSPCR~ADON SI~A L3. .C'~c09 Ic2'....ING I'JSPE~LRPR OR TO BEING uC1'EAED I'. ALJM9VJLi, AS M1PPUCABIE SANITAAYSEWEA%PE=SDRIS PJC. FACILITIES.COVTnACiOAS SriALL PAY ALICOST5IY CONNELTK)N WlIi iHEPLTERAT CN ' ` N
' 9J COORDINATE ALL CURB AVD S'AEET GRADES AT INTERSERIOM WITH INSPECTOR OFOR RELOCATION OF THE FACILITIES CONTR4CTOR5 SHALL AA'SE OR LOWER TOES OF I V TNERESHALL AE NO APS P°YG PAM1CHE", JNAPPAOVEJ9,FP~P'%NG.h, )RAN, EX'STINGMANHOlES Ai EQV!AEOTO MATCH FINISHEUGAAOES. N w/ U HRE UEPAR"MfNi CON JECT Oh PON,OROTHE4 N'A cA US tJG RFW'RTENPN.S LE OTYERWISE CE NT'E'rIANS ALI.4YATEF LINES SHAL', BE iNEi PLLEC RI q. II. ALL P'+C WATER PIPES SHALL BEAYTHE NA"ZONAL SANITATION FOUNDATION (NSF) 4; APFR04AL OF"HS PLAN ISNOTAN AVTHORIZATiON TOGWlOE AL`JACENf PROPERTIES. i LL _ NY N'MD P.NOF OlE0. E SEAL OF,:FPROYAL' I4 GRADING LONTRAGTOR SHALL COOPEPATE AND WORK WITnALL CTHER
CONNECTED TO iNE SUPPLY UNi BETYYEEN AIJ'l WATEk ME EM1AND ITS CIJUO REQL:IN:D 1 I BALPLOWPREVFNTER OTAACTORS R.L PJUST cOCA'ION OFPROP05EJ WATeA LINE AS AE 'JIAEUv SJ IN ORDEftTO ENSURE PROPERURAINAGf. KEBAMINIMUM OF 050 %SLOPE ON THE COMRACTOAS PERFORMING WOAKONTHIS PROJECii01N5URE PROPERANDTIMELY ~ ~ ~ ~L H J Q Ii. REVIEW ANDAPP0.0VAL O: THE PLANS OOEi NOT RELIEVE THEOWNER CONTRACTOR CURB COMPLETION OF LHIS PROJECT. J ~ 7 4C. C YPi:CTS W!-H S'CPH IEVVERAM1'D OTHERVTILITIES, UR OEYE:OPER FROM MEETNG 0.LL THE PFQUIREMEN]S OF THESTANOAADS ANO CC
3. WATc,R JNE. "REDJLEv F,4ESS F PAN IP'LE BACn. LOW PPF.VEN CIN giSEM9VE5iRP S~ECIFICATiONS OF CHARLOTTE MECKIENBL'RG ViILItt GEPARTMEMCRNC &IIIC~NG 61 CUREAND GUTTER SHOWN ONPAN5 MAIBE AGJ'JSIED BPSEDUPON FIELD S'AKING 10)THE GRADING CONTRACEORSHAIL USE WHATEVERMEgfURESFF"c PFQUIRED iD (f'I Z SH. CBE NtiA.LEDABOVEG0.0UNCYVTH,NINS.RAFEV EN.AOSURF AIJDOVTSIDC y, 0\. ACTOR S'rAi A.'T!TIES TOWTNINS'OF 9JIl01NGIfOJNTAIN. COCEV'~WMEI'gS APPLICABLE BT CITY EPIGINEEft.P.550CATE05TORMLRAINAGEMAY ALSO REWIRE MODIFIUTION PAEYENTSIIT ANDCONSTRUCTIONDEBRIi FROM FLOWINGONTG AOJACEMPAOPERTIES. ~ LLi {d 20NIN. SETBACK AREWPEN CMUD AEQLREMENTS EiJCIOSLRET NCIUG GRAIN Pi il'e'[[GNTiACi04 iHALI. EE RESPONSIBLEE0~4UTIiiTIFS'WITHINS'OF BU:LDINGi BASECUPCYFIEWCCNOITIONS. CONTAACiORSHALLCOMPLYWITH ALL LOCAL STATE,ANO FEDERAL EROSION SEOIMEM ' ft
FORTi FOROLSfHARGE WAi RPCR CMUD PEQU'REMENIS Al P,-elAlc ~Jvigy I)_CONiTAUCT10N Of JTILITY LINES MAY NOi BEGIN JNTIL ALLFEESARE PAID,ALL RNOSILTATION OROINANCEE LONTAALTORSHALL REMDVEALL iEMPORARYEROS JN Z Y .vemhly (RP)3;A 2AbV eG oLaE BeMwPreven~la cendw ]eul.n,heeL ]a. PERMITS AAE PRESENT ON SITEANO NOTIFIWTION OF CONSTAUCTIONlS M40ET0 THE 1J THEPUAPOSE OF THE STORM ORA NAGS EASEMEIJi L5 TO PROVIDE STORM WATER LONTROLSTRUCNAEE UPON COMPLETION OF PERMANEMOPAINAGEPACNTIES AND ~ U L
t.IAAIGAT10N L-NFZ EDUCE')Pii cSSVPE PNNCIPLE &4CK,~,ON °REYFMONASSEfYOULS h G uJM9'~N( ',Et!S rORC00K01Yn!4N OP BVILD~NGIFWNTtiN LrtWTtc3 AFRICAPIE PFAMI~ING AGENCIES WiH THEI~TPoLICIES. CONVEYANCE AND ANY iTRUC'URES ANOIOA OBSTAUCTIONT05TORM WATER FLOWIS NOT BEFORE ALLAAEAS DPAINING INTO THESE SiRUCNAF5 AAE 5URICIENr1STA&LIZE:], t , / u% RPI SHALLBE IYSTgLLED PBOVE GROUND W"THAN LYSUTAR,D ENCIOSVAE.4NJ CVTSIpE W `McChANICFL ORAN'.NGL. PROH!BTEO. ~ ee•A Y ~ C ( IM1. GRA:'N SEWER SHALL MEET ALL REQUIREMENTS OF CHAHL0ITE MECKLEN&1RG lIJ FOR ANY WORK ON THE STATE OR GTY RIGHT-OA W0.",THE GRADING CONTRACtGA ZONING SETBACK AREAS PERCMUO REQUIREMENT. ENCLOSURE'C I"KL.UOE~RAIN 1 L ! 4 C 0 iNA: 3AAK PROPOSED UT"l. 'Fi WITH e~{q W000 FC5'PtiPiTE!: Viltl'Y DEPARTMENTGRAVITY 5EWE3 MINIMUM DESIGN CRiTERIR INCLUDING MATERIAL, B)CON:i`UCT.ON SHALL BE IN ACCORDANCE WITH CHARLOTFE~MECKLEN9UAG UTILITY SHALL O
YORIS FOA DIS4IARGE WATER PE4 CMUD 4EQJIAEMENTc(S PEMP R,~~cipl° Y" VATS'fRCM BL I.D,NG I'OUNTAINS FACE. INSTALLATIONANO TESTING ANp INSF4CTION REQVIAEIIENT5. OEPARTM_N, SiAV0A4D SPEGFICA~[ONS, CNA4LOT16MELKLENBURG LAND AI NOT STORE MATERIA4IXCESS GIRT OR Pssembly (RP/3i+9'Abme GfolnJ Ba Rf P en\~on SOrcuekon eAen ).Sl. DEVLLOFEMEMSTANDAR05 hNDSPEC!FICATIONS, ANOPLLOTHER CTY, STATE ANp EQ'JIPMFNi INTHERIGHT-0FWAY
B. E "',5A'JD' f O.A.~ONS MEREO:,SHOWN ONThE ORA4.'INGS, AEPRESEN' IB. OUCILE IRON PIPE(AEO GRASS FOR Z'WATER PIP~RFQUIREO FOR BOTH WATERANO iEOFMIP,EGUlATIONS FNO/OF STANOAftOS !N CASE OF MULTILANE HIGHWAYS.THE S, REDUCED PRESSVAE PRINCIPLE ASSEMtlIYciR MUST CONFORM TOIMUD PAVEMENT SHALL BE KEPT FRBfROM ANY MUD SPEC!FICAiIONS REPERTO CMUD PPPROVED LIST OF APS'S. ~,~Ei~JEPa JM1DES ANJ!YG OFEXITING UTIUT~Ei INTHECONSTRVCTION AAEP. SANI?:9RY SEWERIINESIFiHEFOLLOWING CLEARNJGES ARE NOT MET: 9J pLt SNORINGSHAlLBE IN ACCORDANCE TO OiHATRENCNING S?ANDAROS, PART 1916 O0.EXCAVATION WASTE FAOMTAUCKS OR OTHER THE N NA OZ. SHA VfR:F+iHE LCKATION. PEPiH, ANU fX STE^lCE 9F Plt'JTRITIES 'WA'EA LINE CROSSRJG UNDER SEWER U^IE (FORAM CLLEJ. SUBPART P, AS AMENCED. EQUIPMENT ON COMPLETION OF THE WORKALL
iE' Rip WATER,'ELE NONE,GAS, SANITARYSEWcRSIUAM ORPIN, ETG.j WITHINTHE "IB"VERTICAL FOR WATfq LINE INSTALIEDPBOVI: SEWER LINE. E%CE55 MATERIAL SHdiL BE REMOVED FROM THE 6. THEMINIMUM HDGHT FROM THE RELIEF PCAT "OTHEGAOUNDiHALL BE l1"ANG THE ~ONSTRVCTION AAEAWI~M THEOWNEA ANDIORTHEAPP0.0PAIATE UTIDtt COMPANY "10"rORIZONTAI SEPARATION FOR WATER LINE PARALLEL i05EWE0. LINE 10 COMPACTOP, SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES RIGHT-OF-WAY. MAXIMUM HEIGHTSHALL BE3tt, PAtpR TO&EGINNING ANY:XCAVATION OR CONSTRUCTION. CALL ULOCO (1600.631A9/9) (OR 18"VERTICAL SEPARATIONINSEPAAATE OITCHESj PRIOR TO CONSTRUCTION. BJ PROVIDE ALL NECESSRRY AND ADEQUATE SAFEtt '
EACH CML'G-AEQUIREO0PH 159EQUIRED'O BETSTEDfiYACf110A.°PROVDD CEA'IHEC PB t10lIRS FRI'IA TG PIGGING. THE OMISSION OA THE INClUS~ON OF UiIIIT/ICCATIONS "FOR WATE0.iINE511"^_IEARANCf WRH STORMDRAINS,GPS MAINS PAECA'JTIONi SUCH PSiIGNS,RAGS, LIGHT GV TNEPIAN. Ii NOTTO 5E CpNSIDERED ASiNE NON~IXISTENCE OF, ORA DEFINITE TELPNONE DUCTS, AND UNDE0.GRWN0 CRBLES. it IF PROPOSED UTILIPEi LS INSTALLED WITHIfJ I3 NLHES, HORIZONTAL OR YERTIWI. BARRICADES ANO RAGMEN AS AF UTAEO BY THE TESTER PRIOq TO PIAONG THE WATEASYSTEM INSERYICE IOCRTION OF EXISTING UNOERGAOVND UTIUTIES,ANY DAMAGE TO EXISTWG UTILITIES fR)OMA6A5 MAIN, THE CONTRACTOR SHALL INFORM PIEDMONT NATMAL G0.5 COMPAN". LOCAL AVTHORITIEO AND IN ACCORDANCE WITH
0. iHEINSTALIATION SHALL BE IN ACLOADP.NCE WITH TNF MANUFACTURERS SHALL BE REPAIRE?Ai THE CONTRACTORi EXPENSE. (]OqJ S15~SSA9 THE MANUAL ON UWFORM TPAFFIC CONTROL INFO0.MATION. NGRTI+, CA40LINA STATE BUILDNG C06F VOL. II AND CMUD. DEVICES. THE GRADING CONTRACTOR SHALL 0E I])PLL PERSONS OR AGENCIES DOING WORK IN THE PUBLIC STREETS, HIGHWAYS, OR SOLELY RESPONSIBLE FORANO HOLD HARMLESS
PUBLIC RIGHTS08WAY ARE RESPONSIBLE FOR OBTAININGALLNECEBSARY PERMITS. THE CITY OF CHARLOTTE, iHESiATEOF NORTH COGROINATING THE WORK WITH ALLAFFECifO GOVERNMEM AGENCIES ANDUiIIIT IES CAROlIN0. THE ARCHITECTIENGINEER AND THE ' AYD IN=ORM!YG OCCUPANT OF ADJACENT PROPEA'IES OFALCESS IMPACTS OUE iO THE OWNEfl FROM ANY CUIMS FOR DAMAGE DONE"0
WORN. FXSTING PRIVATE PROPERTY, PUBLIC UTILITIQ OA TO THE TRAVELING PV&IC. " IBj RESPONSIOILI-Y FOR~HE!NSTMLATION AYD MhR'iENANCE OF ADEWATE EAFET' CI VERFIY ANOIOft OBTATN ALL NEEDED ENCRO0.IHMEN' Z
CEVICES FOA'HE PRO'ECT~ON OF?HE PUBLIC THE WOAKERS,ANO GENERALPROTECTiON ~PERM.TS BEFORE WORK HAS BEGUN. D 0`ThE WORK SHALL NEST WITH THE CONTRACTOR DOING THE WORN. ~lli T---,`=r P9)GRADING CONTRACTOR'D COMPLY WITH PAL STATEAND LOCALSEDIMENi /p 'y_
IIIALI IANECIDi REST.Ai AAE AEQU.RED ,ALL FOLLOW TNEUNIfORM TINFFIC COMROLANO AIAPOLL'JTIONORDINANCfSOA AUIEi. X41 _ I r`~S'~' ~'-'-_-~j, K - CONTAOLMANUAlAN010AV?A: C.H. MAVUALASAPPIIGBLE ~ RS' i3)CONTAACiOR SHALL MPORT SUFFICIENT MATEAIPL TO COMPfLYE WDAK ATNC BEFORE YOLI DICtl : ~ ~ ~ I' ~ t
15i SJBSJRFACE DRAINAGE FACILIiIfi MAY BE REQUIRED IN THE STREET RIGH i~OFWpY IF AOOITIONAL COST,IN THE EVEN OF ASHOR?AGE Of STRUCNPAL FILL CALL 1-BOC-932454E li DEEMED VECESSARY BY THE INSPECTOR N.C. CNJECAL_CENTER _ Bq)CONTRALTOR TO CODRD'NATE ALL WORK WTH OThFR UTII'YINSTALLA IONS NO' R'8 Ti-IE I.AYA ~ ' -ry~50~-~~ -
16)HIGH UEV TY POLYETH LfNFIHOPE)STOAM04AINAGERPE NSTALLf?NRHIN COVEREDINTHESEPIAW (ELELTAIC,TELEPHONE,GAS, CABLE, ETCJANDALLOW Po0. _ .p EXIST NG RROPOSED PUBLIC R,G.i OF-WAYMJST BE APPROVED fiYTHE CI'T5 THEIAOPEAATIONSANO CONSTRJCTION T00E PERfOAMED. ~ ~'?N. -J L g<rz5 n ~ NSPECTOA PRIOR OAN"BACKF!LL BEING P!ACED. BALNfILL MATERIAL MUST BE -`dvih~ I nl~y o d r
APPROVED BY iH C'Y:NSPEC'TORPRIORTO PEACEMENT OF THE MATEAL4L WITHIN ihE ]5)COMRACTOA SHALL AFFAIR OR RE%ACF IN~KIND ANY pAMAGE IHAT UCCVASAS wf ' I TS.E cg_ _ PUBLICSTAFET RIGM-0f~WAY RESUITOF HIS WORN. A Nm ..~2~ = ~ I P n _ ii 1`` O
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BACKFLOW PREVENTER NOTES UTILITY NOTES:
I. PIE INSTALUTION LOCAP-0N O~ALL CN'LOW PREVENTIGN Ai5EM6LIS5HAL 8E IN I, AIL WORK SHALL COMPLY`A"TH All PPRI!:AEL"c G0': :REGULATIONS, AND ORlOCAt STANDARD; IMPOSED BY LOCAL JTIUrT ANO CITY O'r,HARLCiFE 0. APPLICABIE. ' AN ARER THAT PROYIDESASAFE WORI(ING ENVIAONMENS FORTPSTINGPNO ~ Zd z ,
M.AINIENANCE THIS AREASHPll BE READILY ACCESSiELE A`.YAY FROM ELPCTRICAL l.ALL'NATER AND SEWERIINES ihALL RE POL'vLVriQLORIVE{PVC)IXCEPr AE NO1ED y HAZARCS ANO FftEEfROM01RT. iHEIOCR.TlONMJ4 MEigEQU;PFf ENiS Uf AL~LOCAL ON PIANSCONTRAC•OASHA'PhOtiEAii MATEWAL54ND APPURTENANCES G* AUTHORITIES I.E. FIRE, PIANNING, ZONING, C'. EAA"1p:Ji OP M4+nr0ATATION NELESSPRY fORTHECOMPlEENS ALA'iON..P'HE1T J'IES. ALL PIPb ANOFIT.NGS Ori o
(CDOTJ OA NDATH CAROLINR OFPARTMENT O~TRAAGPORTATION SHALL OE INSPECTED EY THE NUiLUING IF,SFECiOA PRIOFTO ADNG COYEREO 7. THERE SHALL BE NO TAPS, PIPING BRANCHES,UNAPPRO`!Ep 6YPASS FIRNG,iYCRPNT. E. UNLESS OTHE4WiSE i~0'ED ON THE PANS. AI L'Na-E`i f.INES 54AlI. AE~tiS ALLEUA'A Uo uo
FIRE DEPARTMENT CONNECTIQN PDIN'S, OR OTHER WATER IUI"JG APPUft'EN4^CES NINIMUM UEPTH OF COVE40P iB:EiF v~ ~ I CONNECTEDTO THE SUPPLYUNE AEl W EEN AI~fY W0.1 CR N~'-T~ AN? I'S CMUD~REQURED 9 BACPLOW PP,EVEMEP. COV YAC~.OR SHALL AOU50 A~ICN O" R OAT. 'VAT FAL 'ES PJ RefN~REJ "O N`~ ~ vLL i
AVDID CON.LCT'NTHS ORII W.ANDG 4RI L' qm" WATER LINE l' ftf0ULE0 PIE -JiE oft NCIPLE BA OW PRE`IEN LA AS FMRL i )APJ ° CI SH0.LL AE INSTALLED PROVE GROJVJ WITI-IN INSUL4-e[:, ?<ASURE AN.OU.....E S. COYTRAC 04>HA.L'.SA "L +E).~W RE' .WADING PLUMB'NG e'^9 moo" em°
ZONING SET&1CK AREAS PEACMVJ REQJIREMENTS. ENCLONJRF TC ~NCL..CEDRAIN CONTRACTOR SNAL. BEftFSPONSIe.E'Ofi UTIJT[S WTEiNS OP EIiIL'. NG. ire'"~ PORTS FOR pISJNRGE WATER PEA C~ IUD PEQJiRCMEI.I ~Ine Redoeae r'reeaure AnPCpi< Z o ; Auemoly(P,PI14"~i"Above Gro +d Oa Hlow Prever i., v.+Deu:n.. Sheer]3. G. REFR PLUM2VGSH'SCx C..OR!.'NA.;,10r EV.C,NC.,'L~ES N'~N ~ zo3
MEChANLIA URAW'.~1G5 fff""'777 ¢.IRA GATION LINE E'REDUCE PRES URE Pq fvl 7Al".. 'VPRY !INNA J1:A. ES (RPi SHALLBEIIJSTALLED A804 Gi0JNC WI HIVV u. ENDS EAVC'%liSiC! CON A TOR~hA_L ~^A R`YOS:L J'. E+..f SKi WLODP~S Pa~IJ*FL ( '
:ON,VG SEidACK ARE45 PERCM~J REQ S'gEM NTS .VCL~t,FET N'~J?E?AAIV YELLOW AiS FxOM BUILCN.,'ACE. PORTS FOq DISCHARGE WATEAPEY CMU RE(7UIREMEN ( Ae~u P InGpe
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SPECIfICAilONS. REFER TO CMUD APPAOVEOL OF BFSS EIECTRCAt WA. RTEEEPf Nf CA. AIITAR SCW CSiORM ORAN ~ .WITHIN THE P° 6. PIE MINIMtiM HEIGHT FROM TFF REI EF POR CT..c OUNGSMAL6 ~Y'AND NE RONST G1.0, AREA W=M ON,JE A"D 7R 1`~L. PPRJPAIATF VTL 'OMPAVY PRIOR OBEGINNING AN"E CAJP ~ N R 1 iR C7. IV. uPLLJ 0.0f~ 9 8 0 6 31-19 4 9! j,~
MA%IMUM HEIGHT SHALL PE 30". 15 HOURS RIOAT UIGGI 0 N..RT ui'ONO V YL0.~1POV5 I EACH CMUD~AECUIRED BPH S REQIIRE!1T0&..STEC BYACMUDxPPgvVE....ER PIEU ON THE PLANSU JO"OB CO R ~ FENf-EATS ~NCEOF OAA FFINTF .OLA.IOV O, FY,iSTNGL ,+R„1N'~v L E ANr GAMAGE'0 SNG J-IUilES I
'ESTER PRIOR TO PLACING iME WATE9 SYSTETf IN SEAV'4E SHALL AE REPPIRED Ai THE CONPtR:'TP.'S ExPENSE. B. THE INS:ALUTIONBHALL OE IN ACCDADANCE WI'in 7HEMANUFACNRERS iEiVICETA"r5(21NCH'.S EOP YJR TEn,!!IJCH EOi54NRARYSEIYEN AND i.'NCN ~OR
INFOAMATION,NORTH CAROLNA iTATE BUILDING rpOE VOLII ANC:~iUC IRPIGA;ION)AAE REOUTAED FS NnICA TED OA:'NErtANS. TfiE CONTRACTOHSNAIL COORCINA'F THE EYACT LOCATION JF`HE OAFS.
IO.ALLYJATERAVG SANITARY SEY/E„Mn;R~.,ALS AND CC^GRUL:'~OIV SrALL5E FEZ CMJD fTANOAHCEA.VD SPECIRLATIGNS OR MEET YC BUILDNG CODE. VOLUME I.PIUMBING, AB APPLICAWE. SANITAR* SEWER P.PE =SDR ]S FVG
I I. AlL PVC WATER P PES SHAEL BFA'.T`!E NATIONAL SHN~iAi-0N iOU.9Ai-OV ~N6`i SEAC OF APPRDVAL
I~ REVIEW AND APPROVAI.O=iNF PLANS DOES NOT P.EUENE-NEOWNEA, !'O JTRACiOR, OA DEVELOPER FROM MEETING AL,THF REQUIREMENTS OP'FHE STAN?AR~ RNO
SPECIFICATIONS OF CHARLOTTE MECKLENbURG!LT~LT7 pEPARTMEMQ4 NC BJIIJING CODE VOLUME II 0.1 APPLICABLE.
I3 CONSTRUCTION OF'JTI!'T"INES MAY NOi bEGPrI UNTIL ALL FEES APF PA~U.ALL PERMITS ARE PRESENT ON SRE ANO NO'IFi(:hTION OF CONSTAVCTI'vIN S HAOE?0-HE
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1E. DUCTILE IRON PIPE)RED BRASS PC33'WATER PIPN REQUIgEJ E0A 60Tr WATEP AND (1 +11 SANITARYSEWER lINES!FTHE FO!LCWICIG CLFAPANC6 PFE NOT MET: LJv` y lQ gym( * WATEi I~NE CF.OSSING JNDER RE4VERLINi~fOA ANY CLCFF ~
`IB"VERTICAL FOA N'ATER LINE rVSiAItfD AAO`R'SEWER LINE pp 'IB'HURIZOMAL SEPARATION FD:: WATER UNE PARN.LEL TO SFYVERJNE ~ y (OP.IE"VEftiICAl SEPARATION WSEPARAtE Of CHEST, ~ uCC3JJ bmm CI
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- ~ mumureY AFTUL M PPE a vn, 'M FIL aRaro M - - I ~ C^,CCr PPE SNIJI BE PUCHINUYFAS NOi iO IXCfID 6'. I7 RIM ELEVAT,ONSAREGWENTOTHE EDGEOF ASMALT OR A'HNSHEDGPAOEiN '>J NEW FiNISNED CONTOURS SHOWNARf iUPU PA'YNG',N A.RFAS OREC•I'/E UNPAVEDAREAS. PAYEMENTANO TOP Of'OPSOIL IN AREAS TO BF QED. 'E
E J''--.. ~ 1AJ15t Np CRCIIMSTANCES SNAD. WATER BE MAlATiFD ~ ~ f ' yVV~ ) iO AlSE NLNBACKAIEU R,B:Q6 AFT7RMPPE HA58~' 2)Rri EIEYATONSGIVENONTHESE PLANSARE APPROXIM4TE ANJARE'OR Y IBI GRADINGCONTItACT09E 5HA,L VOiIFYANDC9CW-lA tN.TAi J'J'Y ~ P,A~ COVPACipN R[fJLRDWNT59JAl1. BE ATTAIHl OY i INFORMA'IONAI PURPOSES ONLY, ACTUAL RIM ELEVATIONS SHALL BE DETEAMINEDB COMPANIES OA rIAMS PAVING fACLTIE50N 044DACEY~i H YT'P .E
_ MUSE OF hIfCH+JJCAl TMY?S OftY. EACH RO EYPRY UY?t CON?9AC?OA PND ApJUSTEDTO MACH FIELDCONp1TI0N5. 015'. URBING. ALTERING RFMOVMG, RELOCA' GApIJS.IN,,~R[O4 JECTNC ~O SAJ ~yQ ' = ~ ~ACILIRfS. CONTRACi0~5HRll PAY ALL CAS SIN AN EC?ION/ "'HEALTERA,'ION DQ i~ )'1 ' ~ ~ OF BAO6LL VLALL BE PU(FD LGOSE ANJ 7J%IR000LY COtMACi® 0000.DINATE ALLNRBANJ SiftEE'GAADES AT NTERSEC"ICVS WITrI INSPECTOR CFORREIOCATIDN OFTHE FACIITIES CON RA..O4YENALL PRISE DR LOWER TOES CF SrI m
~ r i MG PUCE EXIS~..FJG MANHOLES AS EQUREO TG MAI,:H PVISHED GRADES. I ~ - / _ ~ A T ' I ~ AIL BAOQLL hNTERV~L EH+:L HrtVE ANWMACE COM°ACT®pB14f1'OF 9E% 9 APPNOVAL~F~MiSPUNIS NOTAN AUTHOAIUTION tOGRAJE AU,ALE JTPAOPERI.ES VY ~ 2 - n 6 i 19I G9ApING GDNTRACTOAClIAll 000PFJ1A EAYD VY04K W'iHNL OTliE0.
~YUY - ~ - __y_- 3. STMDARU PROCTQR.MFNAL 2'PFLOW Ft15f®6J~IX 94V: BE lpp% 5)IN ORDEATOENSURE PROPER DiAI~WGE, KfFPAMINIMUMOFA50 xSLOPE ON inf CONTRACTORS FERf9RM~MG vVDAY.ON'nISPPO,E<, TO NAIAE PAOPERAfAI'MELY ~ I r-sVN' y CURB COMPLETION OF THS PAOE[T. 'i ~i U YY d. AIL 1FBdpiNG OPBL1710N5 AiAL' h@T' OSHA STAfOARpS,
-9V1'---~, BApyyL MA?FAVi BEFA'H ROADWAY 4WI BE SBFCT BAO]Il M1TBtU1 B)CUHOAYD G'JiTER SHOWN ON PLANS MAY BE ADJUSTED B43E0 UPONFELD SfAnINY-, 28j THE GRADING CONTRACTOR SHAII'JSE WNA. EVEN. '"UR3 AAE 9fQ'~nEDTO I. 4'/R' ~ c BYCITY ENG'~NEER. ASBOCIATEDSFORM pAAINAGE MAYAL50 REOVIftE MOp F'CA,ION PP,E EJT IITANDCONSTRUCT ON pEBAIE f' MFLOW, COMO OA MPNOPEA TES. ' ~ BASED LPOY FIEIp CONDI?IONS 4'JNI KAC'09 EHALL. COMP.I WI'H All IOCAI AI A~ F EnA EA,f O. SEJIMEN'
I~ P ~ ma caa ~rVA' ~'I K A r~.YpmY 6EV8® AND SILTAT'CN ORDINAYCES. CONTRACTOR NAL 4E^'O"EA 4M°OP.ART EROSION ' T II TNEPURPOSE Of iHESTORM ORAIN4GE F/SEMENT IS TO PRONJE STORM WATER CONTROL STA'JCTJHFS UPON COMPLETION Of PEATV.lSNT CRNlAG ARIES ANp - ' h ~ I "4 i CONVEYANCE AND ANYSTRUCTURES ANOIOROBSTRUCT104 TO S'OP,M WA1 PRfLOWS NOi BEFORE ALLAAEA50RAiNING NiO THE EST9 J0.FSP.PE3 IG I'LY. ABLZE0.
y _ / T-2Nfn¢ m & M10fID I Y~ - PROHIBITED. I I ` ~i ~ j I se~ I, ZU FOR ANY WORN CN THE SATE ON CIi(k rWA'i.MGRA0ING LON1R4Ci0R ' 1'~~~ ~YL ,mow} P""- I BjCONSTRUCTON SMAIx OE IN ACCORDANCE WITH CHAAlOT1F~MECALE4BUAG LTiJrr SHALL
- DPPAR i11fN, STANDARp SPECIFICATIONS CHARLOTTE~MECNtEVBURG LANG A) NGT STCRE MATERUL, EXCESS DIRTOR , I ~ ~ DEVELOPEMEN'STANOAADS ANp SPECIFICATIONS, AND All O?HER CI?Y, STATE ANO EOLIIPMENT NTHE AIGHiAFWAT ~ ~ FEDERAL AfGUUT ONS ANOIOASTPNpAAOS IN CASE DF MJLPUNE HGHWAY-. rt i
/---3lA'R~D Tp I 'II = I ~ ~ PAVEMEMSHALL BE KEPT. REE FROM AI! ML'D ]I!'RAD BJTfMt i aunni~ 9)ALLSHDk,NG.WALL BE IN ACCDNOANCETOOSHA TRENCH NG STA`JOAPDS. FAY"19.( OAEXCAVATAN WrSTE FROM ,ROCKY 0R0TH:P r~ ffI'FRALNliLES'. SUBPART P, Ai ArIENOED. EQUIPMEN?.ON CCMPLETION Of THE WORK ALi 1 ~I S b
~N I\ PXCSS MRTERIAI SHALL BE REMOVED FROM THE 103 ~i.' r NL GUTi(S Rw eL hLUt[aaG,R', Pral ff,W, iCUp ®Fr ~ I ~ 7 IO)CONTAAC?OR ShAII VEGFY LOCATION AND 0EPR10F ALl JNDERGROJND,I.,I,TM~ ~l~GHT OFWAY. ;Ij _~F~ cVT RIX MLUi1N`, YULL6SM00'll TRlf •O PAII&N N8 "TeJ - I '~i LF--"yu _L=~ PAIORIO CONSTRUCTON. 9j pA0Y1pE ALL NECESSARY ANU ADEQUATE SP.fEtt W gn way ~ry
IRE wOM IFLP.'101'S, iANJ hCUS, WAP3 NO O11IX ~Hi9. L] -'T PR[CAUTONS SUCH fu SIGNS fIACS'IGH? Q ~k RI ~I, - IIj IF PROPOSED U. ITIFSI INS AUEDVVITHNit NCHFS HORIZQV'AIORV£R'CAt BAftkICADES AND UGMEN0.5 REq'AcD BYTHE ti ~~Fd~~i v w. coves ~ fce srcaM auu sJKa'R£E vw: lave - vAas pLyp~. 'EtCfJ., QWBi•cYSr cxJ "HN wwVas l}Jp fG SyRfIRV gW~ .4 I, ~ FROM ASAS MA W,THECONTRACTOR SHPiL:NFOAM PIEDMONT N4TUR4LG,4E COMFAN~. .OULAlRH0ATE5AND INACCOROAN~WITH 4 F,xp ~
_ - ~i AfYH]IG _ (]GI)SZY SSBS 'HE MANUAL ON UNIFORM TRAFFIC CONTAO,. Jn SRL\TIFFS RL41. AAH'SAY?MY Y ` [n5i OAR NW ON 11EV. - , VO.. OFSMM}V rfq.'. BA1E BE6P?CN-~ ~i ~l.a DEVICES.'HE GRADING COMRACTORJiALL BE < I_~-o1 ~cBflL NOt'- 3 Rt RON U~~JN M¢WlT+6 v4V1 caRNM tcM ~ i !_SNU 'iTW NOI?S moVYG y~ I3~ALL PERi0N50R AGENCIE5001NG W0AA (NTHE PUBLIC STREETS, H',GHWAYS,OA S0.ELY AESPoNSIBLE F09 ANDNOIp HAAMLEA OL°:
_ _ 44(PG'q~u'K AS'M 9FXTJRnxi .tN m0. OA55 =~1 ~ I PJPIIC RIGH1SOf~WAY AAE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, ?HE CITYOF Ch.,4AL0 ?E, THESTA!E OF r.,bnTh ay{ nUhT xql uvRGxM~R ~R~'~~' COVER ~ ~ COORD!NA?,NG THE WORK WITH ALL AFFECTEp GOVFRNMENTAGENC~ES ANDU'E,'TIES CAROLINA THEAACH ,ECFlENGINEER ANDTHE I~Eg I ON SUT'YBU MAIBINL ANp INFOAMiNC OCCUPAN'S Of AD ACEM PAOPERTIEE OF ACCFSB IMPACTS DUE iO RIE OWNER FROM ANY CLAIMS FOR DAMAG OONETU =cL AreROVm DATE r-- - APPNOVEO DATE I ~ J
- I WORK. EXISTING PRIVATE PROPERTY, PUBLIC U'L'!EE, WE C 'E' 'F' i OR TO THC TRAVFLNG PUBLIC. 3 W'y ~ CHAPI OT 1F' F \bL'RG CHARLOTTE IVIECICLE;VBLRG TRENCH DETAIL I'9ESPONSIBILIIY FOA iHE1N5TALUTION ANO MANiFNANCE OF ADEQJRTf SAfE'T C VERFIT ANDIOR 08"AN ALLNEEDED ENCA9AQiHENT Z~f
{.L~~D DEG ~I.Oi'a{F.N I i DEVICES FOR THE PROTECTION OP THE PUBLIC, THE WORKERS, AND GENERALPROrcCRON PERMITS BEFORE WOAKHAE BEGUN I MANHOLE FRAME AND COVER ~ KLY LAND DEVE.,OPMEVT , DFTHEWGAKeHULRESTwITHTHECDNTR,LTDROO,NG-~EWDAX ° sTA~DARDS I sa.ro ~ sTa~DaRDS FOR STORM DRAIN PIPES :~)GRADIYGLDYTRPCTDRTpGGNPLYWITFALl T.'fANSDULSEpIMEp ~3~ ` ~ 20.25
_.-~J _ _ - I I/)ALL VJJE CLOSURES tHATARE flEQUINEDSHALL FOLLOW HE J4~FOPM TPAfFlC CONTROL ANDAIRPOLLUT~ON 0R0 NANCES OR kULES. CONTROL MANUAL ANOIOA W ArCH. MANUAL AS Al'PLICABIE - 13J CONTRAC?OR SHALL IMPOYT SJf~ILIENi Mz ENIAL?U COMRETE vWJRN Ai NO
IS)SUBSURPACF DAWNAGE PACiLITIES MAYBE REQUIRED IN ~ESTAEE'RIGHT-Of~W4'!I'r AOOIT~CNAL OUST, IN THE EVEN'OFA SHWT4GEOFSTRUC^JRAL FILL _ DEEMED NECESSARY Br THE INSPECTOR i4) CON'PACTOR TO CDO0.pINA'E AL. WO K WTH.7 F. 4"TL T IVY ALIAS IONS NOT ?
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' APP40VE0 BY'HE CTY NSPEC'OR PRIOR TO P,ACEMENT OFTnEMATERIALW iHINT,4E 75jCON'AACTCA SHALL REPAIRON AEPUCE'N KNO ANY JA"AGEYHAI'OCCURE AS _ - -'6' NOTES: _ ~®~~h~ ---COV91sf0.V.[SnJ. HIn PUtlDC S=BEET 91GHi.OF.WAY. RESULT CF NIS WORK I RI ~ l Sf@S DfiBIf.G N IXV8,9018 ~ - __l__-..__~""-l-~ -
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~ n~RM ~ ~ eee e r a rerc r VAA L 0 ~ - 4EPAREC ~ sec'. ve oceo+ psvvgoey. Ee~° •
+ 1~ I _ _ _ P,A'~~ING MIX` - a j 1 - b g spmrylere hnanY Vo wre amps ,ocean I ~~P^. ..h,tilr. .nR-_DDSD HARD`NOOJi-iLLC^ I meka ree rzFS Zra •m,<wrap zAe-°negm+inp seas I NT F c.~,•A.~ c,~.. iC ~ NIN"1JM ~JNfT .~m~ ~ ~a i ~ ~ M.,.CH
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W
'Y ~i m-i erhrPs IEEE WFANM1G ? t ~ "f -l•-' PAN ~T ~ V
Z Z O
_ _ 5~ C:.:. T R N rf A c C 40JND ~ 1 IRL°4NT~ vC B~u i r~ LL _ ~ WN NAMAVLF,4CrhRFD EJGWG'dN nP-CiP,ED I ~ uc~ovc~oP W W
JFU"FROM ~ d' / iES U )i'^~a ~ / vMiiNG MSX EDGE OF P~11V:I7vG dEU ~ W
~ & L. / `-i" s ~ nvlN!YQLS-T7L~"eN`. BA'~_ OM"~IMIiE `?TTLE"E4 1AV:P.J!JY 'NDifl '1 / - >n ~ ~ ~ ~ Z 0~ Z U0
EACH PLANT ~ A - ~ ~ z ~srlNCSkae~u.e - Q z
TYPICALPLANTIf~GBEDD`eTAIL --PI~+-'NCMxnssEEC'~Flm ~ onYSC~ Y oPESeNaec> ,,(U Q Q
} a SHRUB PLA ~TiNG
C-8.5 SCrION AND PLAh;~ NOr TO SCALE - f ~ ~ -or'°~a_ W j Q w LJ Z Q
NoT~s' ~ . ~ ~ ~ ~ -`2x2x80AKP;000 ~ - ; ~ PLANTING ON A SLOPE U Q
-SAUC a BcR"9 1 A 9-L-S ARE F., of NURSERY GROWN BUfUP,? A D BP.LL i8&Bl. z ~ ~ ~ _ v ~ r I y W M R P Z IS PER S fDJ~E l FA>JRcD 6 A°CVE R00" L , J NOT TO SCALE ~ ~ PP,EPARED °LnNT'c,~ t ~ I (I1 d W Q z
+X T I ~ ' R' OV -A L REA D OH lASTI 0 A~ EC BURS` P. 5 RAPPING Vu 6' CP, I_ Z ~L I r'_ ~ NI OK'1 PIE ROM R00 3ALL AFTER aETNG PJ hOL , CUT AWA '0 I.s z Z
T- MM TMOM ~L~~~•I ~ V ~ 4~~r AVU SIDCS CFWRt BASKE I ANY z ru_cH ~ f',= NSYA~_TOPOFPaN-Ba..w_Nw~rF:oa'~ovErxls~~,GG~DE PIA~TINGSINSrkEErRIGrIT-OF-WAY ~ Z ~ y, - ~ - m g
_ ~~K ~ ~ ~ I .SET TREE IN V_Ri',CAL POSITION PR'.OR TO STAKING. ~ I~ ...ICE d lu ! 5 AK~v.N 9F A~tiD.IT MMECYATE'YP~ ~EA INS ALFA 9ft,:3,CE PLAN ~ , I r.b JF ASONEUMULc,40R?INENcE7LE5AROUNO3PSE0"TREE Z a
~ iL UA~ETE~, MIw.MJM. R T GEnEaAL G ES X ` ~ r 6Sh A. SR ~ \ I t M CROJtiD ~OLOWFS~AM,CH NIThB RIAP OR y I
N fR,1 PA _R 0°.ONAL). S:CURE NcPR TOP A'`080 0. ~ITP, ~ ~ a o nwh. c - r 5 Rin'G 0'v.D s Elsch'r c - c o s s c p c r b ~ ~ ~ ~ s s =oc t ~cac I - c`o sr,,w c 3 _ I wxo c. ss i I
y~ ~ 7. FkEBr1fiJNC RA ~ASOPTOXA bF POhPCPYENewEBBIKG A.Jaon~KLp_ M. _,N~uc eos,war e.n... c,.,n~b eTrouee+.a__o.iez c~ i / ON •,O .VRE OR ROPE 09t IN DIRE.. :.GNTAC JJIIH IRi„JK 4NOVEALL TREr_STRP.PS AND TRUNK WRAP A~FER CNE ~ROIMNG o' c su ss e o ~ n~:~ r waurn - cm c,.:a- t c cs us 1 'I SASON c N,ncrcam oa rvcoo ~ .a a •.n.wm.n _u<vcEcov,ucS rsP,.w,+cvs
~ f ~ n U. ~N dFS AR n.0. P nN,. ED NENEEF RIGF?-0FWA~. ,e ~xo i;,•nue~ mnv,..oit...,; ~xrwa ` X ~ ~ E_ GRACING S LIP . ns~4r o c
- vG' OAK WOOG 5. A'~S ~osu=r P I o
iui ~ 1 ~ ~ , ~4'I~i ~,:.:.1AECW5 iNf. 's: '.v ..._,itftb: - Tnff'NftAPF _ I
~ _ ~ i w Z i ~ X , INIp1EP S 7REDJE hPRCW00D M-i Cri 0 i I Z I
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/ I ~ \ .,-IL's.: .sRA.e'iE C Y
C'rJVE 'J'fj 3JRLAcf 0 tl3tlREi>
_ 'L*,N~N6 MX ~
AAP~~ :D~~Le-a NI IIZEE~iMEN" _ TREL PLANTING -NOTES ~ ~ ~m Y 1C^ co Z 1
TREE PIAN T I~~G~an~~ !s,'DRAINAGE AND INSPECTION _ ~ .~N~~~.la `~3 >y~ - t` J<0 Z3 c WU ~a
~C-8515E~r:JN v~TiOSCk -85;' NOTT05C1~E c~~c„o.,~ n, U I I ~ oc i

N N
hJQTFS: ~ SELECT FILL MATERIAL BRIDGE RAILING -
(TYP.BEHINO EA. v c 1, BRIDGE STRUCTURE SHALL BE APRE-FABRICATED BRIDGE °~m ABUTMENT WALU (B ~ OTHER.,) , ~ ~r , ~ 1 C i r ~ ~NTRANCE WALL 5'~STEM A,D SHALL B_ cON., RJCTE9 PER THE ~HANUF,~ Ti,RES
TIERDD ANCHOR (TYP. EA. END) RECOMMENDATIONS, e IBY OTHERS! S'' G E
2. CONCRETE FOR BRIDGE FOOTING AND CAST-IN-PLACE ABUTPfENT ~ti a WAND SHALL 9E CLASS A. ma C I ~ ~ I I ~~a c~
I I ! , i I , I 3. FOR ADDITIONAL NOTES, SEE SHEET 59.2. ~ I , ~ Z$~.
I BAIDGE STRUCTURE I ~ / ~ , ~ I ~ / 4. FOR PILE PANEL WALL DETAILS, SEE SHEET 54.6. I i (BY OTHERS, I

~ i PRECAST CONCRETE HP 12X53 i' ;~i i t l i i I (TYPJ--- ~ -CAST-IN-PLACE i PANELS (TYPJ , i,I ~1„ ,°`M,
i~i:___~_~~ ABUTMENT WAIL I i~ ii ~ , i , ~ i I y„ (TYP,! L------- ' ~ ' ~ '.a
i~_-- __-i _ APPROXIMATE ~i'i iii ' } EXISTTNO GROUND ' ,
I ~ ~ ~ ~ ~ BRIDGE ~~OOTENG i ~ a;
~ 8'-O" 6,_O,.J iTYP.) 6,_D„ I 8,_C„ `-iTYt'J ~~(TYP,1 ' ~ fTYP.I (TYP.)
ELEVATION (STONE FACTNG NOT BROWN FOR CLARITY)
~o 'A
U ~ ~P~i ~~a~ S I
ro ~ I

i z ) I STONE FACING
I I (BY OTHERS) ENTRANCE WALL lTYP. EA. END) ~
I fBY OTHERS) ~ 0~ z~ 4 ~ ? ? t HP 12X53 y 4,)x''~p~,
u 1 ~ ~ BRTGE STRUCTURE (TYP.) i ~ ~93?a~~s! ~P 2X53 5 Dg ~ ~ ~ iTYP,)_~ _ (BY OTHEASI 10 It It -
= I:, 3s3
~ ~ BRIDGE -J - I n ~ I7 ~ i~ ~ a 1 ~ TTtROD AIvCH~R J ~ qua (TYP,; _ ~ ~ i / ~ CAST-IN-PLACE '
- - ABUTMENT WALL - - - - - ~ / (TYP.
I ~3 1 ~ ~ ~ 7 n~ 9 v ~ I L~ _ / ? ~ ~ z ti '
~ ~ - I -
I PRECAST CONCRETE PRECAST CONCRETE ~
PANEL (TYP.) PANEL (TYPJ
SE'~_ECT FILL MATERIAL Q 'TYP. BEHIND EA,
ABUTMENT WAIL) A ~ z I
PIKE NO,: f~l, ~'0 W
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11--~ Y °
W a W W
d_ zW
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BRIDGE RAILING (TYP,( LL ~ Y
U~ BRIDGt Q W a
WAIL He GH' I`0;9ED41ENT PILE ANCHOR LOCATION ~ ~ ~ WALKWAY PILE NO. lFT7 ' , _ENOTH ~ LENGTH ~ FROM TOP OF WALL ~ Z ~
{BY OTHERS) ~ (FT) fFT, (FT) ~ W ~ ~
1 3'-O" 6`-O" 9'-O" - ~ ~ ~ ? I 0 Q_~ r
?2 T'-G" ~ 9'-O" i5'-O" 2'-O" ~ ~ ~ Q 0 ~ J J
o ? ~Z STONE =ACING - ' ,,_F I ~ ~ w ~ 1J a
v iv 4 j 6'-0" 9'-O" - ~ ~ (B. Oi'~.ERS)-~"~ BRIDGE FOOTING ? - ~ Y ~ ~7 5 Y'-O' 8'-O" i 15'-O" 2'-O" - ~ w CL a_ Y
i Y~ ? ~ _ ~ J Y ~ m 6 11'-0° ~~'-e-i 2z~-o^ 2'-a„ b
I - ? ~ ~IEROD ANCHOR
HP 12;53 ~ ~ BRIDGE STRUCTURE 7? IZ'-O" , i2'-O" ~ 29'-O" 2'-0" II / f@~ OTHERS) , r:_ „
c r ` ~ - CAST-IN-PLACE CONCRETE ~ © 10'-O" O 2~ 0 2'-0" i-~RCO AN.,HOR ABllTME1=T WALL ?9 5'-O° 9' O" j ,4'-O" -
HP 12X53 TYPJ - - - STONE FACING 10 12'-O° ~2'-O" ~ 24'-O" 2'-D"
(TYP,I(BY OTHERS) ~ - 11 10'-O" 'O'-O" ~ ZO'-O" ~ 2'-C"
~ I 12 5'-O" ~ 9`-O" i 14`-O" ~ - ~
T Z DETAyL E~ - -
~ a o~ 1 I I f I I 1 I 1 I I T
I 7 I 1 y ,T. I I ~ ~ myp I 1 I I ~mY
I 1 I I 2L 1 I 1 I OW3W ~
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DECORA-IVE WALLS <y~~''
WALL 3 ~ DtCDRAT~VE SMALLS ~ t 0,--~ 0 , _A~N i EA WALLS j I r
~`.A _ _ ~ j----~ DECORATIVE WALLS I ~ 01 p (TYP.) DECORATIVE WALLS i
L 0 ~ fTYPJ ~ r 0 0 DECORATIVE
_ - WALL 3A WALL 2 } ~ - ~ y~ -n WAILS (TYP.) ~
~_.y~o~ ; ~ DECORATIVt WALLS ~ - WALL i PEDISTRIAN BRIDGE DECORATTVE ~
~ +00 0 _ ~ 1 ~ 60+Op`'-~.._ _ TO 0 - ~ WALLS I
- -'+GO ~ BASEIiNE ~ WAU_ 4 ~ _
~ - 80+p I ~ _ _
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' ` OPENING ; ; Z
CONCRETE PLANTER ~ 1 ~ C WALL FOCITING CONCRETE PLANTER i 4 WA~.'_ uN'D CODER ~ w
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W ~ z ~
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P?ALL, COVER, ANC OPENING ~ m Z CONCRETE PLA)NTCR ~ ~ Z
GOITER iTYP.'---J ~ 3a-y~~ 'WALKWAY i°> ~ ~ ~n` ~ Y F-
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i ~ _ _ ~
i ~ il'-0" i'-0", ~ r ' ' LECT SE
~ BACKfILL PLANTER b" MATERIAL c~o' ! MATERIAL r r
i r {GYP.. Qir CONCRETE PLANTER g,~ g,~
~ WAL'_ (TYPJ ~ (TYPJ i,lTYP.)
I
i o. ~ 2'-G" ~ 0'-6" _-0" ~ y
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O C~>G d~u ~2ZW. NU
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- 186'-8"~~ - ITT C,
1. CONTRACTOR SHALL FIELD VERIFY ~HA.T THEIRS IS NO CONFLICTS
3ETWEEN THE WALL SYSTEM AND ANY UTILITIES PRIOR TO o ze PROPOSED INSTALLING ANY PORTION OF THE WALL
q--- TIEROD ANCHOR TIEROD ANCHOR TIEBACK ANCHOR (TYP,U.N.0.1 GROUNDLINE fABOVEI 2~ AL'~_ ?ICES AND PANEL STOPS SHALL BE AASHTO "d270 GRADE 50 %6
_ ( /I GALVANIZED. ;'y e v 8 '
~ _ 3. ALL WELDING SHALL BE IN A0009DANCE WIT" CUI7RENT AWS NM m BI II it !p, i~ ,Itl N II Ip IA IA W pl O1 ~ 14 II AI AI SI Itl 1 1 ~ T" i " E ~ m Aq e ~ lA n IAI 'Ip m n Ip m ul m II In m~ A n m a In p S ~i,_r _~A I IONS. W o, a" pl , e o w ~ le ~ llAl IA pl ~ lu U' IA © Ip~ III ~ m ~ m oB ul ~ m ~ u o n o m o ~ m ~ A ~ a
AI IA !1 it F IIA E AI IA IA IAI II NI pl INi IIA II p pl AI pl 1 , _ ~ ~ ~ n ~ 6 ul ~F y`.~ ~ la~olA~ m Ip; A Ip ~In IA Ip el m m lu - ~ 4. ALL EXPOSED SGRFACES OF THE CONCREIE i'ti:VE~S SHALL BE I ~ AI , ~lil ~IA AI I ~ ~ U pl AI "'A ~ TOP Ci PILE j , zS=
lul 'v ~ ° , I o ; IAI la •pl I ~ ; o I = ~ n II a dl --'-'pl A ALL ILES SHALL BE INSTALLED TO THE MTNIMOM EMBEDMENT ~ ~ ~ ii EL• lui ~ ~I ~io p ~ ~ ~ I I n AI I 4111 hl PROPOSED ~ c I o~ ~ 6~G I I ~I I I ° --IA p'I---+u~~ ~ ANC LENGTNd SHOYrN ON THESE ! ANS, > ~
116y.83 AI y I ~ IIA AI I ~ II II II I I q ~ Ilpl Ipl I 4 GROUNDL INE II I ~ o ~ ~ i ~ I ~ 14 ~ III III O I O I I; ~.-h~ ~ ••r ~~I EL a4, o t JRFACES OF THE CUNCRET_ ANE,S SHALL BE I I'14___ul' B I C lu nu pl C I 0 JI C 14 D III D 4 B 8 I "-AI I, ' (BELOWI - ill EL. ~ I ti ll 'IA~IIA AI I III Ilh; III III o _ I I IAI Ijl III ~I 5. AL~~_ EXPOSED SI F P
628 I I PI CIA pl i I'f Ih II III 1 ,.._---.fi~` ~-'ll ~ III~, III EL. q~ 63G.93~~ tlf IIA 629.83 i I ~~~i@ E AI IAI III i~ ~i II r.'~I III III IIII C' ~14~I iii 629.83 III 111 Iii ~ ROULNENED. I 1 II I ~~~'~I ~ III' Ire pi III II ~il II ~ IIY A~I B I I D IAI 1 ° ~ ?I III I? ~ r - I ~ l 1 ~ I I pl IIp pl I I III VIII . II II it A I o I I o I I I I III III i"~ F _ I, f,,
I r. ~ II d II II ~ I; 628,83 n u I ~ o. CON~~ F I E rOR PAN_La AND WA~~ .,AP S4ALl. BE .ASS AA. 6.26 _ III I I . I~ '@p UI Ih IAI 1 1--T. ul III III III - TIEROD ANCHOR l~ '10 UI it '"IIA JW~I r III II III III 'IL, III I I III I T 'y("
2 1 iii `L' i i , _ I III ~II~~ ~I~°~ it COkCRE, E FOR TAE DRILLEG SHAFT SHALL BE CLASS A. ~ z '-"IAI~'~OU ~1N~"_' I Ilill Ili '~I~~_rll jli III ?I III III Iii 'T` `h I'yy `I ~ pl 620.8., I I ~I„ I,r III II EL. Ili III III 627.83 m II! III i. i`iE BASE DF EACIi BOTTOM PANES SAa1'I_L 6E LE'VEL. 624 i A~ I!i ~ I I i i EL, II'~--~-~r ill Ili Ili iii iii i'i ~ °ILE (TYFJ ~ I .II Ill 41 026.83 II I I
',I ' ~ il•,I 11!;`1 IIII !II III III Iii III III III )II I I ^k _ 19 ~ 21 q I ,r„ r I ~ ~ I III !~~I ;.II III I 1624.83 ! I I I I I I ~ I I ~ 18 I B 1 "r HOLE DRAINAGE P~FES SMALL 8~ avnE~'~LI 40 PV„ SGLID ~3;~ .J nl I'll •III III III III jll II III III ik 171 ~ •'A' CONFORMING TO ASTM G17B5 AND SHALL 7A VE A SLOPE OF ~
522 ~ 111 ~JI III III III III III III I 1 ~ ~ ~ IIII ill III III III III III I I 1 ~ i6 I ~1! lu ~ I I I II :n I I ~ 15 1:]2 TO DRAIN. I IAI I Ili I iu Ili ill III ~ ; I 1a TIEROD ANCHOR I
r- I 1 z r 111 I I -M` - r 620 PI~C NUM9EIto I ~ ill II III II II i l I uI~I~II! In III ~ ~ 12 ~ 4, GEOCOMPGSITE DRAIN STRIPS USEG DN THE oACKSIDE OF THE ~ ! q ! ~ l 11 CONL'Rf_TE PANELS SHALL BE A MINIMUM OF 'L'-0"WIDE.
I~ ~ _ ~ I- 1oi U 23 T h 9 ~ PkECAST PANEL (TYPJ PANEL I YP~, o ! I n I ~ 5 i 7 I ~ 8 ~ 1C. IT IS THE CONTRACTORS RESPCNSIBLTTY TO FOLLOW ANY AND ALL
( A"u0TTI0NAL OHSA AND STATE SAFET'f REQUIREMENTS DURING j ~ ~ THE CONSTRUCTION OF THE WALL SYSTEMS.
\ _ ~---2'-6"0 CONCRETE ~ ii. CAST-IN-PLACE WALL TO BE A CONTINWaTION CF STONE FACING
I~ ~ DRILLED SHAF1 (TYP.) ~ BY OTHERS. I SPA ~
0 - I _ 5" t ~ " 0" ' 3 SPA ~ 8'-0"= 24'-O" '3'-i0" ± 14 SPA. ~ 8_0"= 112'-0" 36'-7"+ i2. FC~4 ADOI T IONAL DETAILS, SEE SHEET 59.6.
-
e J4a PILE PANEL WALi_ CAST-IN-PLACE WALL ~ ~ ~
~x
ELEVATION WALL 1
TRAILING NOT SHAWN FOR L"LARITY) a ~ 6.

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F'1 ``,~`,~VI~ 2 ~~s
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~ ~ ~ (TYP.) ~ TI"cROD 21 ? ~ m
~ ANCHOR VA` ~ !TYP.? 201
I o
DRI'_LED SHAFT f YP.7 ~ PRtCAST wN..RETE 19 ; PAS fTYJ ~ I~ ~ 12 NcL P 118 tz : i
8 I ~ ~i3~ I ~ ? I 7 I ~I I :4 '~5 16 ~ 17 ~i
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ANCHOR j~ W (TYP,) W
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W a W W I EMBEDMENTI PI'_E ANCH,Oa,',.OCATION SHAFT ~
PILE TYPE WALL HEIGHT w PILC- NG.I ~ (FT1 '~~ENGTH !'LENGTH FRGha TOP OF WALL LENGTH I (FT; fFT? (Fi; iFT) ~ ~
`~1 HP 12x53 ii" ! 13'-0" 113'~11"~----- ~~~N i~~~~ ~ Q Z
4 ~ ~ n~ (WALL CAP NOT SHOWN FOR CLARITYI Y NP itix73 ~ 1'-10" 1 24'-O" ~ ~5'-t~~' ! ~ RAILING (TY ~ ~
I~~3 HP 12x53 4'-6" 9'-0" 113'-6"~ 3'-6" (BY OTHERS) a W
r H,P 14x117 T-7° ; B'-0" 16'-6" 3'-6~ PLANTING STRIP Z J
„ (BY OTHERS) ~W~ J i sl Hr 14x..7 , 9 ie'-o" I z ~'-4^ 26'-a' ~ o Q it - ~ ~ - PRECAST PANELS 1 ~ SEE '~ArLING U) _ ~ ~
C HP :4x117 l 9'-4° 18'-0° 12?'-4" ~ 26' 0" , ~ ~ ' t" CONNECTION 1 _
I DETAIL" W Q ~ (7 NP 14x117 9'-4" 18`-0" ~ 2T f 3'-6" 26'-0" PA EL TYP I P ~ -I ~ I` ' ~ ~ Z ~ N E V0. ANc,.., o a: J m_
® ~ HP 14x117 9'-4" 9'-0" 18'-4° ~ 3'-6° I iv ~ ~ w Z
9 0 ,u,P 14x1n a'-u^ I 9'-0° 17'-10° i I s'-6„ ~ I-z~ ~ ~ is ~ , - u, w
lr1 ~ HP 14x117 B'-4,• ~,_O„ 1~,,._4,. 3'-6" J ~ ~ ~ ~ - 1 C ~ /
n HP 12x53 7`-10" 9'-0" lb'-10" 3'-6° I ~ - TIEROD ANCHOR I_I i I ~ OD 5 WALKWAY/STAIRCASE
12 HP 12x53 I T-4" 9'-0" 16'-2" 3'-6" ~ {gY OTHERS) PRECAST CONCRETE ~ i-- ~ q ~ PANEL )TYP.)
13 HP 12x53 6'-8" 9'-0" ~ 1B'-8" 3'-6" ~ ~ ! 0,_ „ I I ~ 1 _ HP 12X53 PILE
i4 HP !2x53 6'-2" D i i5'-2` 3'-6" I G 0 I i STONE FACING- v a: I ~ ~ (TYP.) IB. OTHL.~S~
15 HP 12x53 5'-7" ~ 9'-0" 114'-7" 3'-6" ~ - I 1
16 HP 14x102 5'-1" 27'-G" i 32'-1" I ~ O ! I I RAMP WALKWAY O Q (BY OTHERSi
171 HP 14x102 4'-6" 27'-0" 31'-6" 3`-6'Y14'-9" ~
18 IiP 14x73 4'-0" 24'-0" ~ 28'-0" - o a I 1 ~ 19 HP 14x73 3'-6" 24'-0" 1 2T-6" I i i ~
-t-' I 1 201 HP 14X102 2'-11" 28'-0" 130'-ll" 11'-6" i e ~ 'a
SECTION D I I 21) HP 14x102 2`-5" 28'-G" 1 3D'-5° I 10'-6" ~z~
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6'X5 10".u 4-VJA1 - ' 4'RAOIUS X .3~4~I~ ~Y' ~ ~ - - W~ s MAN CODER 'i ~ P~Rft6ulAL$ TJ~NED IN ~APo - r4 ti ~
- - 1~
~ y ~ NOTES - I
'SEF G0.A7h\'G'U+?~~ OF NUMBEF O~RISERS i - "COnCRTerOBE~'C9P51aC28DA , (xPOSED A i i 0 i AGGRE~AiE nNISF
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~~,7 SECTION SOLE 3l4"= i'-0" V C3,~ i PLA~ti SCA,~; I /4"- '-0" -
a r::.~ ~ r.~ z q~~ ~
a t .d'1 ai ~Br, E ~ MOTES: ~ ~~tikE ~E fi 3gY?.~~
!~1 X ~ ~ sEEUwo~rr~an aaccn ac 'o!-.SAN xPA";~oN a `3pe~i~ ~:N . !i U i2.- i j 10'n SPAO C o
2, CO~,tiCREf.~ aL__3600 a ~B DA?'J. m 3 STONESiAIF6 5E~ - - ~ ~ --G S 3. WATERPR ?a ANT'0 MAT 4 CONCR ;iL'JR ~ z i
CF~AF54&6 T4155~'~EET ~ ,r." ~ 4. BOULDER 0.__,; RiF7 SAP R dirH573 f,_~. sC ~OF a ~ THE Bb.,LDER ~ x.m`
3" C'~l STONE CA° - R'r~'kY.~ i ?x P
~ ",;mac I/ 11 I~ r I - - 9'C,:TS:OP,E VE:E,}L PG'. f
--~ExFASOrao~~NTrv Ea j I~~„ _ I~ ovr~o~ NT U ~ ;IS ~ - rti, ~ ~'_--GAL J?~NI[E?MPSONk'vT'~ES.i~F - ~ CO.EDJ01'vTa P AJING ~ ~ - CON PF'. Nl/tiK TYF, y'. A -
Fr ~ _ - P~ORT..ft LE - I ,o ~ ~ r I - 4 are a, a _ ~ s. ~ ssaaN
I _ - SEE..-IArTEA9FOR- _ IC / E 9 _ ~ STPUCUPAi. ;)E;Ad.~A60 g./~' 1 R c~ 1
~L~-=~ -rte-~-- ~ ~ EA~. Aa~ ~oaN~a~on's ; - - k ~ 4' _ _ F - - Y ~T _ N~
l ~ ' G: A J '1"". ~ ~ - ~ 7 - i ~ i, ~ , \ . ~ ~ f 1
~
- 9i%CO ~A,.E,: ~'~a,G,tAGE SF 73.AS.P 7,dCdE't ~ ~ _ 9:;5 CD^'YA~ wUBEWEJE
ExFAlS~, ~N QN.~A(v St. t-,N ~ f L ' h;AVY C~O5E0.-i0'N 7Gt Or Tnt.:BFEk ~ ,~Ov"SC',~ d 'f: ACEC180u'~DE4S
~ tf ~~v0 5 k ! 4~ JO'~NT F,~ AL~-0.4 3RcC_SS n__Ow'TO°OF
z CENTRAL PLAZA ~~iP~LL P,CUD P~AILI~~!G ~ WER P~ PAVING s~~~~>~_w~r~WA-EFPabDE ~ s INFORMAL S ~ ONE STAIRS OVERALL PLAN ~ LO ~n z I C~,J SECTION SCALE, 1I1'=1`-d" ~3J ?LAN SCALE', NTS Cj,7 SECTION ~ YA_F 3F4"='~' C ~ 0 Z O
W U V
Z 0 Upz G
Z Q Y
Li. ~ Y Q U Q d Q
i ` I (l l ` N r ~ \ Ili w z r
~ bl ~ ~ D
l ~ ~ . 1 ~ ~ ~ c ~~a ~ J ~ ~ I" _ ~ - ~ N n w r Q
`1' z C _ ~ ) I I L7 ~ a ~ _ I lei ~ i z w z ~
Y w I I Z ~ ~ ~ I - 8 O~'tiC~ MoRT~iiE'?h~G ~ SEES~RESNINC> I I z~'.'"'F~h ~ a I"" ~lz w
i.° ~ ~ ~ . - _ ~ N _ ~ r. OE"AL~S EP C3o . / I X~~ dJ.1,ftD. S tiv:. 3x 7 1 V) TY 1 i v n SLAB .nD ..H I. FC 70LLAft0 ~ , ~ ' ~ ~ - WITI" NOOETACH2D ?AF.TS "O'A. °~P_ ~ 0.. F ~ - EX~A'v5i0N~01NT, TYP. _.1~c3-IS'
I I I
4 - ~ Iii Gir-I u" - DACE a14 ~,..PIARI-i s\ Fo. L n i E~7.HOT
, - S{S!Te z~~qN FdAi OJ~i S:~labl 'A ,6.._m a .m ~ Si,.~0A4u5. f , ' ~ j `1 EV'.ARGEMEN, d'S' NP. 8'x95" 5'OUt # .W~ _
i ~ _ ~ i- S°F ~ _n` ~ F-,. ~ g _ COF tR BA ~YL f 'e f r..U`S.CV_VJA. L,rYP.--.-jam ~ _ - - ~ N_ ~ _ T 6W'. q2Z 0AV5 i ?,".f , ~ z I , : 4. iY4 - _,-Y -'r r
` - ~ ~ __.__-~~_.:_~d-~ I' i I~ Ni - ~WEft PLAZA. ~ ° ~ i:" ~ } r3%COM AU.D Si,BC:RAD'e i z / _ I E z P8 t- SEE FLAN F00. ~ ^•,c~raa;o,,r,-v _____I I - ~ - l}-, sco~E~A-reaN z, u3aEaAft ~nv~,'~;,~s
r ' - i ~ . aEAa Far> >
< --t--- r .r--r-- i _ COP!~ ~ r_,Y:. SEE - _ ~ PlM15FOR7E+AILS. j i - _ ~-'~~pb"" ~ Q
9 O SUBG,C50E TYP. ~ ~ _ ~ _
GEOGnf N ~dJ+Y~`~d~, BELvW 1Ji Oft ~A.v V SL 6u ~ BASE CC . SF ~ E0. S~EC:6CA'i0FV5 T'~F A. ? TO.,IVi E~u i. J~56~STANJAftDS. --E;O^ .:SA
3
~~,METAL HANDRAIL. _ 6 INFORMAL STONE ST,gIRS _ a BOLLARD -'E~-AR°- C3~5ECTION - - SCALE, 3 - a- _ C3~7'sECrioN scAL~: ~~rr~=r-o" C3J sECnoN I=v-o° E ~
en-~ - t ~o
EZZ a<M 3G j
I ~_ti

1 -
~~TES; 0
162'-~"' _ 1. SEE SHEET 59.2 FUR NOTi=S. -.j s z c
2. FOR ADDITTONAL DETAILS,SFE SHEET 59.6. - TIEROD ANCHOR
~~E TIEBACK ANCHOR (TYP.l1.N.D.1 r ~ - 1 -
P~I~E RI'U1~48ER: ~ IoP aF RAn I~~ ~ ins ? III it E ~ E 36 ~'QNEI_. TvP~a PROPOSED In iii ° ~ `_-',~o
GROUNDL. NE I lu 111 II (ABOVE! i i iii a ®ll I I z o 7~tnCD ANCHOR iii °I III ~ II 1 I ~
lil III l~A "I ° II , 1 ~ v> i34 pi I IIl II d _ I'I II I
111 III iii ii ®lil Ir-" ill ,.Iii ~ I Ili III ~'J II t I ~I C ,III III + ~ ~ II II ' 111 I ~j1~ ~1+~
dl p1 11 111 _ II 111 I O ilk IIII iii iii V nl , o e III ill O , 1 , III / III PRCrCS~fI I o^' i32 In ill A 11 l I ~ ~ Ip l i~il GROLvJI_T,1~=
II~ III II ? III ° IL III Ili ~ i I ~ 0 III IIII i , 111 pl A I ° II II I ~ I I 1 III lj" IIl A III "il I~ ° III III ~ II ~ 0 ~ ll . i~~ I~~I (BELOW ~ ~ , II III O II II II O 0 ~ III 1111 I I
I III ""I III ? II it 11 111 III ~ ~ V ~ II IIV ill! 1''wa i30 I 'll Ili! lli Al III A Ijl ° I~I° ~I~il I~j O III " 0 i III jjl ICI ~II~YY ICI j ' f~`~ - lu IIII II 11 IIII III B III p III III III D x1111 IIII .5V
° 1111 Iti I" ~ II II II IIII 111 ? 1" II 11" ? rllijl IIII ,'tea -nr- ;III al i~ lil ~ 11 I:4 p ICI ~g III o In I"I III ? III /III I1I N
- III 1111 pi , A III illy.....-.-'° li 11 i 1 pl I "1 g I"I III 111 I--~" I _ _ I u ull ~J I _ f~ yl ! ~ I o m I I n O I I E" 629.11 I I II, i ~ A II II ° ll. I II I III IIII "III I 1 1^cB _ III i~ 11, ~ 1"I I 1111 I"I © i o III III III 14 111 I III III III IIII I ~ I I N Ill' II ° i 'l 1 p I 4 LJ II /
- nl ~„J u., j1-°--"' Ili! IIII (C b I 0 I In III III D 14 ni iii ii" ~lii 11j I II 111 III I"ll III I I III II II III ? III III III II" IIII III tll, Ili II C ~l In ~~I u I D II" I u ~ II ~ I I j 1 III ~ I I ~ I I ~ ~ i 1 I I t 11 I I
GII I i 1" ' III III III III p II 1~ III III III III pl "rll"IJ IIII , II ill I! III II II I III III II I III °~II IIII II ~ ii6 ° PI !l 1, ~ I i!~ II I ;/y~~ I II Ili 111 II, III 1"!~ II III IIII III III III III .~-jl Illil ~Uil Ijll 11 I I II II
11 B ~lA III III 1111 II II B III II " I 01 411 1141 Up ;III 17 i 91 O IIII III III Iii III Iii ? III IIII jjl l~l III a III"r Y~I~ ~p1 I I I 11 lii~ I I III IIII 111 g I1 111 II" 11 I I 111 Ipl EL. 625.58 1 it 1 1 EL. 625.60 III ? _ 11 1111' Ii Il IIII 11 ? 111 II II l i pl li ° I I ; I I i l
I tIII I I iil 111 Ifl III U I UI p p I III II 1 I it fl Il II, I I I 01 11 III I _r 11f1 IUI III EL. 625.09 1~1 111 124 -II------ h'it-----_. 11 li - 41 II-----~tll " III'"-'__--a I ------j1 III ii r------i ni Itl1----__. l nl h--~ Inl` -ri i i l I 11 i I 1111 Il~il lil~ IIIII - III~ji 1141 Ip11 Ip11 IIIII 141 loll 1171 f1 I I ~ I ~ I 1
IIII III Iii dpl Il i- "III IIII 1 III II"4-----r•I 11 Ini---rl l EL. 624,7 I I 1 I I li! I""I IIiI I Ill! IIII IIII III11 I'1 II I I'II + 11, EL. 623.46 I n~~T+l I Ems. 623.48 i lyr .-.1,! I EL. 623.50 14! nIII li"~ _TI i EL. 623 F4 i Ilr---y!i i EL. 623.56 i ~ i III i ~ i i i I
I ; I I ~ I F'~, p22.97 111 III EL, 622.99 I I ! IIII III+I 1111 EL. 623.03 1 "1 111 EL. 623.05 III I I 1 iii III I I1 I 122 ~ ili i"i iii iii i"i i~~~ ~~il ELF 622.52~~i ili iii iii iii 11~ iii iii 16 I,1 lil I11 nl li! lil EL. 622.01 Iii iii i'i iii iii ii~ " I iii lli i : "a
I lil III III III Ili Ili I I III 'il I III I11 li. I III 111 I I Ill 111 III 111 1i ll ~ ~ 'A iii I"I let III III Ili III 111 Ijl III I11 111 III C ~i III i"' III III 111 III III 111 I I Ill I11 111 ~ ~ ~
1 I I"I I11 III I III III I I I"I III III 111 120 Ijl I~. 111 III Ijl III I11 I11 ICI 111 I11 111 IS LO ~ ~MQ F ' I I 11 11~ III I I Ill III 111 I I III III 111 W Ip~1
ijl III III III Ijl Ill 111 ill 111 III III 111 14 yj - lil III Ili 111 111 Ill 111 111 I"I 111 I11 III 13 S3 III III III III I I Ill III III I"I 111 111 111 ~ ~
I ~ ~ ~k ~ ~ ~ ~ ~ ~ ~ ~ v x I ~ I i o
n ~ ~ 0 11 121 u ~1 ~ ?5 ?6 0 I~ ~ ? ? i Via''
i ~
I I I ~ j
I i
'i 19'-1"t _ 16 SPA. ~ B'-0"= 128'-O" 13'-1"*- ~I I o
z I
li ~o t111o'
CAS?-IN-PLACE WALL ~ PILE PANEL J4A11 PILE PANEL WALL CAST-IN-PLACE WALL ~ ° ~ ~~gI~zR~I oe9 8?s~llll c~
ap
'wi 3~~ 1
i ? '¢og ~u. ~
11
ELEUA?ION WALL 2 !RAILING NOT SHOWN FOR GLkr1ITY1 ~ N ~
WALL 2 '
~ PILE TYPE WALL HEIGHT EMBEDMENT, PILE ANCHOR LOCATION
PILE N0,1 LENGTH LENGTH FROM TOP OF WALL 2'- ~ fF 7 (FT1 (FTI (FT) 2" r `
1 HP 14x?3 5'-10" 20'-0" 25'-9" ~ 2'-0" 1171 1 ~-1
2 HP 14x73 1 6'-4° I 20'-0"? 26'-3" 3~~I 1 3 8 P v ?RECAST PANEL (TYPJ I RAM. WAL.KWA, ~ I i. ~ ~ I '
HF 14x7., 'I 6 -10 20'-0° 2'0'-9`' ~ ~ ! I a ~ I ~~n~_~.I "4 BARS ~ 1'-6"MAX. SPA. - I I IMORTAR FTLLtR '
I N, 14x,3 I T 4 1 23'-I, ~1 ~ ~ - W rol' ~~6~ ~~5 p I 1, z„_ n„ 1 STONE FACING (BY OTHERSI(7YFJ-+ ~ 1 ! ~N/
~ I n, 14x8 1 -10 1, 2n ~ ,1 lv G ~ I ~ L.L. fIP 14x89 ~ 8'-4" 26'-U" 134'-4" "4 BARS 1'-6"MAX. SPA. ~ X~
a ~i ~ t0 f W (-1 Z n HP 14x73 8'-10" 9'-G" ~ 16`-10" 2'-O" x „ _ - ~ 151 0
U _ _ 4 BAR I~ 1 6"MAX. SPA. - a o a ~ ~ a HP 14x73 ~'-4° 1 a'-c" 117,_G,I 2,_0„ >I W
~ ~I ~ ~ ~ w _ I I ; , Q ~ , i cc aP 14xr3 9'-10" s'-o° I ~s'-1o° r-a° I a ~
°'-0" I l~`-4" 2'-0" a 5 3ARS ,1 P.1 ~ L.L ~ 10 I HP 14x73 I 10`-5" ~ 141 ~ ~ p
- I . ~ ~ ~ C U a NP 14x73 lU'-11" ! 9'-0` 1~'-10" 2'-C" o z _ I - Q
12 HP 14x73 ~ 11'-0'' 9'-0'' ~ IS'-1i" I 2'-0" I~ I I ' ~ ~ .l
~ i0" ~ "-7" ~l ~ ~ Q 13. HP 14x73 I 10'-0, 8' -0° 1 ln'-0" 2'-0" --~'I I~ , I+ Q W a 1 ~ u .3
6 ARS ~ 1'-6" MAk. SPA, I B ; ' V F 14 ~ HP 14x73 IU'-1" ~ $'-0" i 18'-2" 2'-0~ ~ WALL 2 Z
- ~ W ~ ~ 15 SIP 14x73 10`-2" 8'-0" 18'-3" 2'-U" ~ .sm:'' WALL 1 ~ ~ 0 Q
I~ ~ _ I SECTION 112 ~ ~ ~ LJ HP 14x,3 23'-CI" 130 8 _ ' - ?
(FOR CAST-IN-RLACE WALU _E, z W Q ~ ~ HP 14x73 4'-~1" I 18'-V'" ~ 2%'-0" .,o; m
u ~ ~-~~i~w z •pyo + ~ V J
. GrP ? ~ Y i- Z ~ W
J <Y PRECAST PANELS 11'-~" 10 ~ _
I PILE
PANEL TYPE NO. PANELS g? III 11 2 r~ PILE ANDRAIL II
~ ? 131 ~ A, 16 I, u 8 PREC~IST PANEL ~ f- PRECAST PANEL
8 16 _ ® ~ ?T y I 6 HANGRAII fH O7HERS1~ ? ? ~
C 3 STOh= rA~„].NC.R I i~~ o ST~NE_FACTiJG ? , ti (B'. U~~HER9„~ . ,I ~ , i ~ iP,'r OItiERSI(1YP.)
? T ~ RAMP 'hALKWAY= m~ x 1
? O _ ~ r r
? 0
G 0 I a - - - r
O 25Y
I D PLAN WALL 2 ' ~I r COM~ACZED Si18-BASE-~ py3i (~~T STONE CAP NOT SHOWN FOR CLARII J i>c°~wo
Um
1^' T~75 UGk C[~ I ~ON ~220~~~ '~V~ ©ww F LN~W CO LL 5 ~ U

NOTE~°
1. SEE SHEET 59.2 FOR NOTES.
PP,I=CAST CONCRETE 2. FOR ADDITIONAL GF.TATLS,SEE SHEET 59.6. ~ z WALL CAP • Z
PROPOSED CHORS fTYP,I GROLINDLINE TIEBACK AN TOP OF WALL rom 60 ~E Jo n E
(ABOVE) 6r' ~ _ 12'-6°k ~w
n I -----.m----- I - - II m ul ul u1 ul ul 'ii P") n In m r m III w i° n III I ~N„ 11 ill III ~ III lil 111 ill ~ III i r ~ t1 J L ° ° IIII
634 n T Iw ~ lu I 111 IIII ~ P-6-~ 9 -6 ± '-o" ~ e * A ~ ii iii l o } o o Iii ® iii ~ Iii I I'-
u 14 I\ I ill In Illi I ~ N5~ III \ III p ~ Ip I{I III III III I III ~ 14 1~ pl ~ III ~ III ~ III - III ill ~ I u II nll ul 111 1n m Iu I ~ ~ I -
632 II I p1 pl 111 I I 1 ii ~ IIII IIII III III 111 ~ II III II' IIII III 11 / 1 II i
II s i l IIII III III 111 ? III III ' i II t lil III III Ili III IIII III I II 'l I III III III 111 ~ 11 11 ~ 1 II III III III II I I I I , _ _ I
IIII I 11 I ~ ~ 630 n 14 lu w nl 11 II I I , ROPOSED - n i'i 1 1 1 U~. A IIII Ili t I 1 , i' . ~ II 111 ui~ m II 141 i 11 ~ GROUNDL.Nc STONE FACING I H j >w~
0 i. III. 111 I II ~ II 11 w it III,. 111 III 11! 111 IIII I I!' (TYPJ (BY OTHERS) ~ ~ ~ 1 II \ III Ili iii ip iil l REINFORCED ~ a ~Ty°r~
628 1 it ~ III I I, 1 ~ II ~ x ~ > ,i.. - 1 II nl w 1 r IPr-F---t'll CONCRETE ~ ~ I ~ i i III III 111 ~ II it ~~~8 ln~ ul, Ili. ~A iil i PROPOSED ~ WALL (TYP.) ~ ; I I I -
I ~ ~ li ` iii iii ~8 ;e; ni ~ GROUNDLINE I ' H STONE STEPS j I i' i iil `y IIII ~ iii ~ iii iii 1 (BELOW'i i i i ~ ~ (BY OTHERS) I
026 ill I LI III III III I I III j. / I I III I iji 'v. ~ IPI~-- p i I t J1}J- I III I I III III II , I j
III IIII Ill III I! I I I III III III III III III III IIII III III III 111 62Q I I i I Ill Ip, Ip 1111 III ~ _
- 111 lit II I 11 111 ._.-._i GGNST, JOINT 111 I ~11 I II 111 L II jll 11I I Ill 111 ~ (TYPJ III 111 III II 1111 111
II 111 I I 11 I 622 Iii (II li{ lil Ili III 11 111 III I11 _ '
III ~II III Ili iil Q / - ~ Tom- 11! I11 I I I i I II
iii iii iii 6 _ L- CONCR~ T E STAIRCASE AND 'NA1 L - - _ 620 ~ iii iii iii _ ~ FOOTTNG iSEE SECTION BFOR = i = ~,p
1 2 Iii iil Iii ~ WA~'_ FOOTING REINFORCING! ,p I ? 111 III III 111 u ~ J I ~ - COMPACTED ,o aai I~ I I J F
C ~ I III I I I ~ SuB-BASE r~(1r Pi~_ iVUMBERo I 13 t? 1 iii 5 I q,_3„ A'-3" A'-3" ~,Yi UL
i ~ CJ I ~I _
A~It_ TYrt< G ~ II ~ ~ U .'1
i SECTION ~ Al
I ~ 6'-6" n'-0" 2 SPA. ~ 8'-0"= 16'°0" 8'-O" 8'-0" 8'-0° ql4 I
3 - HP 12x53
54 -6"t S70NE FACING
(BY OTHERS) 8„ ti L z_
STONE FACIidG ? (BY OTHERS) ~ g~ w _
ELEVATION WALL 3 3; a U 3Q7~
fRAILTNG NOT SHOWN FOR CLARITY) ~ m I h 4=1P ;11 ~ 4C2 C7 1'-6°MAX. SPA. ~ - _ ~ a Igs;~~l,, ~ ~ _ ~ a ~ a 9aMJ
I a " 2„ I ~ a i ~ 4C3 . 6"M.AX. SPH, wag m X P[F- I I 2n Lw3 =w
ac' - 3s3 o~ TDP OF a ~ 1-3' 2~'T~ ~~I a~z i ~i 1'-7" a;~ ~ 3 s~
STEPS ~ of ml~ ?'-3' = N s o I < < ---i, 'n = °4D1 CJ 1'-6° MAX. SPA. ~ ~ io i a r °4D1 P-o'MAX. SPA. j ~ / T§ UI
1 ~ I I L J J
p F ~ _ °6B2 CJ i'-6"MIA.X. SPA. I _ ~~ti ~a I r "6B3 1`-6"MAX: SPA_ . RECAST PAN_LS ~ ~=1 1 o z 3„ I o~ -,..-~,~-I ~ , y~ 3" z W I H I , I I - N
`2 P N ~ ~ c i PANEL TYPE I NO. PANELS N®~R
~ ~ ~ rl T r a a WALL 3
EMBEDMENT PILE ANCHOR LOCATION ~ I 5-"5A4 I "'I 3"1~ 15-#5a j B ~ 7 '!`?ALL HEIGHT TOP OF WAtL 3' ~ ~'f"I O - PILE NO. PILE TYPE (FT) LENGTH LENGTH FROM
IFT) (FT) (FT) I 1 C 0 ~ 110" Q Q
- - 1 ~ HP !2x53 1'-0" 16'-0" 17`-0" - 1'-O" ~ D 0 ~ 4'-3" ~ 3'-1, I 2 HP 14x72 5'-0" 20'-0" 25'-C" - i`-`~
E 0 z
~ ~3 HP 12x53 5'-6° 9`-6" 19'-0" 2'-O" 0 I c _ W ?q I HP 12x53 9'-6° 9'-6" 19' 0" 2'-0" I S E ~ ~ Q 1 v I ~ ~ LU
,G i SECTION ~ ~ I I - oG uj
j ~5 ~ HP 12x53 9'-6" 9'-6" 19'-0" 2'-C" 4~4 44 Ur Z ~ ~ ~ HP 14x73 I 6'-0" 20'-0" 26`-0" - 0 (rS Z ~J O
~ ~ 0 ~ ~ - I HP 14x73 3'-6" 16'-O° 19'-6" Q Y ~ a w
W ~8 HP 12x53 i'-0" 9'-0" 10'-0" - W ~
W w W w 2,
Z 0 WALKWAY ~ ~ Q u o Z Q
EL. 635.0 ~ ~ ~ Y
U a 2.85 Q W M Q tU a M
i - FRGPOSED ~ J GRO'JNDL:KE ~ (N Z J
~ ~ W ~ \ q-. t EL. 632,0 \ ~jA j 1 fLEVEU ~ ~ ~ D > Q
T~ ~ _ _ _ STONE FACING V1 'AALL~ - FOOTTNG = _ = ITYPJ(BY OTHERS; ~ ~
~ - PROPOSED ~ ~ m Z ~ 2 WALL 38 GR~UND~INt J ~ z W J Z Z_
EL. 529.0 ~ w Z WALL .B - t._. Z L
~ - _ (LEIJEU' Y Q L~ ~ I I I w w STONE FACING n PRECAST CONCPETE I
~ !TYPJ-~ ~ PANEL (TYPJ ~ ~ ~i WAL'~CWaY ~ ~ ~ ~ 18 J A ~ ~ EL. 625,5 re
; WALL ~ I I I" 1 I 11
I_1 LJ 1 ~.----+1_______-__._ WALL ~
~ FOOTING STONE FACING ' (TYP.1(BY OTRERSI
WALL Iy I FOOTING WALL 3
~9~~ T _ REINFORCED
CONCRETE
WALL ~ SECTION ~rI c I z q , ~a 41 0 z O
9 w REINFORCED I WA'~_L 3A ~ i e
CONCRETE , WALL --I } 'm r m
Z~Y `~~U a N~W m mro Z~Y
~CC Y ~ ~Q(t (Jr o 2Y?}-WO o i~~<W , o G fY U,r„ ~o xrpy-w,o
U9..p V4u V a~m'?,dm~ a UTJ mU¢u < ,En au J
~ ~~~'xnw~ r zzz~ rt/1 C'.li G Qu5- Us x
PLAN JJALL 39 3A AND 3B I cocoma I
iTIEROD ANCHORS AND WALL CAP NOT SHOWN FOR CLARTTY)

i~
U~ U ~
636 ` z ` 2 m M • Z ~
`an 1~.~/ AM Z M
63q STONE FACING ~~.E I , " o !BY OTHER51 8 ~ O N '1 U
NOTES: ~~n_Q Ea ry ff C` J
TOP OF ~ ' 1. SEE SHEET 59.2 fOR NOTES_ rya 5S2 ~e~ FOOTING TOP OF WALL - 1 _ m Oc
~ t'T GNAL DETAILS, SEE SHEET 59.6. z ° 2. FUR ADJA:I i~ / ~ ~4CI ~ 1'-6"MAX. SPA. N>~ - Is ,.lu I I z
630 ~ ~ 1 ni ~ ip i ~ F 2.. a
J % III i CAST-IN-PLACE ~ m X 1`-4° I ~ I CONCRETE ~nITOP OF a 1'-3"
628 PROPCSED ilk ilii QiSTEPS ~ ~ GnuiJNDLINE 11 oIP 'ii l ° ~ °4D1 1' 6"MAX. SPA. 1 n ~ ; I11J III I ~ =ea I
,AaOVE? n ul 1 1 ~ I~ G II III ~ la J I' @ *6B1 ~ 1'-6"MAX. SPA. a~
626 iij iiiy iii I n*?,' lI 1° Ill~l III I l - n~~ ~ iim Iii li o 2 3~~ ' iii / oii ip I i !-i I cv '
L~ IIIU Id I ~ .a `1 v ,1111 Ilpl ilOl 624 ,i ,.'itnl Ihu iul
BOTTOM OF a II°I U Ihll Ills o 111 I,lll 14u p11 FCuTING ~,~h. -.,_.~.lal~-'"'- I nl nl I I , i 1
11 11111 °y~~ qi i w IIII 1114 111 y I 622 i°i lai' iil~l ml "8 .14 liui , I 3„ 5- A2
r i'i IIIII hrtl I, to '
I °I G I,Ir uul 7ua I 1! ~ `f 1111 Il~li qhl viii l~.On
iii "011 iih iiii 3,_O„ I II liil, IIIII Ili I
I ~i~' Ilii; iii ~ Iii i TIEBACK ANCHORS ITYP.) 618 1 iii IIIII nii iii i q
l ifi °--'~~i~~_._~lF!y ~._"__f - ~ i.
I,~ ~il ill ~ SECTION N a~ I I II I 4 616 iii liii iii iii 5 5 ~ ti I
I'i iii iii f Ili PROPOSED ACC i ,I ~1„ GROUNDLINE I ~ ~
pjLE NIJMBERo~ 'L'-6"DRiiLED IIIII ~i~ iji ~lii (BELOWI ~ ~ ~ SHAFT (TYPJ- IIIII li!i Ili Iii
III ill Ilf II y L ill III III Ili ~~W
PANEL TYPE; ~j Ili iii III 111 Ili Ill Ijl if{ iil 111 II !1
liii ;ij Ili III ~ I
i~ 3 q I ? I
~ I , 6„ U
_ - _ I 6' 6" 13'-0" i s I z 6'-9" 6'-9" - - - - ~ - ~ N Z N
a - U a~ i ~c - ''TS. o a ii{~~ ~a~
- STONE FACING I-- «q BAh~ ~ 0"MAX.., s ~ 3~d1 23'-0" (BY OTAERSI a 4 ~g~;~~~„ 3 $y
FOR TIEROD ANCHOR CLR, yy& m~
LOCATIONS SEE EA. WALL i , I 3 ma PLAN AND ELEVATION I ° , i'LL +
SEE 'THROUG'rl PILE HP 14x89 'v ° DETAILS"AND ~ , "TS. ~¢o@ AX. ~ n'QQ fLU~
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1 z m w W Z ~ N
I

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WALL 4 HP ,gxaB fBY aTHERS~
'I TGHTIEMBEDMENT PSLE ;ANCHOR LGOATION DRILLED SHAFT {TYRJ I P' LE TYPE i WAu` ~IE_ LENGTH LENGTH II FROM TGP Of 'NA1_L LENGTH _ P'LE N0. ! (rTr ~ !r l (FT) - ~ fFTI I T i L
~ 2r-o" DEADMAN WALE DE I A.~~ - ,6'-0" - I l W 1 1
i I HP 1Ax89 3'-6" ~ 22' 0" _ i _ ~ I II HP ,gx89 6'-9" ~ 25`-0" 32'-O" I _ 24'-0" I I I I ''W `fAU
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PRECAST PANELS ~ W ? (/n~ z Z V J Q
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RAILING NOTESo N
(BY OTHERS) N ]J N
I L SEE SHEET 59,2 FOR NOTES, ~ WALKWAY Y
(BY OTHERS) RAILING ~ l o rN'i z~ tiV U ~
(BY OTHERS) SEE'RAILINC f- CONNECTION 2"CLR.
' I I DETAIL" (TYPJ 2°MIN. I I WALKWAY n P
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I, LOCAIICNS SEE EA. WAL_ - SEE "THROUGH HP 12X53 OR > ~ ~ ~ ~ T _ % PLE DETAILS" ~ I -u, Awe _~~~AT~.ON ~ r~. ~ i1
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1 (BY OTHERS) ~ ~ ~ I I I ~ ~
~ I I 2 ~z° _ ( j,__„ j WALKWAY
HF 12X53 (Y OTHERS) ~ ^'I'~. B _ I~ ( YPJ i ~ ~
u PANEI E EDGE DETAIL , ~ ~ i 3" 4A1 Q 1'-0"MAX. SPA, 3" ~6~ g I I ~ °
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PANEL B-I DETAILS PANEI "A" „B" 'C" 'D"
TYPE
B 7`-c" 4'-0" 8 6
TOP OF WALL CAP GEOCOMPOSITE DRAIN STRIP ~ C 7'-6" 6'-0" ~ 8 9
0 7'-6" 5'-0" 8 T z r
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PROPOSED 'I li WEEP HOLE , it li RA RAPING ~ GROUND „ I~ D INAGE PIPE ~ (BY OTHERS)
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~i U I r Q w z Qw~ w
BACK GOUGE ~ i DETAIL A ~ - - ~ ITT ~ T CD ~
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l/; , ' - " 625 i ~ - - - \ , ~ ; I/ ~ _ 1tl - _ _ - N2 d i~ ~ ~ ~ _ td CL
i .d i ~ _ _ _ - ~ ~ T 30 _ _ ` aAncN ~ ~ ~ I' - - ~ ~ GO C
- ~ ~ _--~_---YH~iI > / _ ~ _ TOP°F IFRRACE ~oEE-CNAFTEA6.FOR{°MINklAT{pry _ a._..,,~._- _ ~ - - - - 1 - - _ /
_ _ - - _ _ ~ ~i I ~ - r: - - -~1, ~ ~ ~ ~
_Edr3®~ ~ l E~ Z L ~ ~ ~ s _ _ - - - - b - m I tV
li 8 _ I I Z Y u y ~ I - _ u u I- J > a
~ I ~ ~ a - ; 7 ~ ~ ~
- ..2"WATER ~ ~ ~ 'V ~ - ..---r'- _.---~"-r® ~ V I
i~ I _ ~ 1 ~ - F ~ tlrf.i9' i
~ ~ 1• ~ A i
~.~J I N°Tt: -
R~N TocHV,PTER7EOaunurYANOSTOftMWATER CONSTRUCTED WATER QUALITY WETLAND #Z 5. REFER i0 SHEET C4.7 FOP W'E'1AND CEIAILS AND - - I
TYMCAI. SECTI°N. i
0
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JUEF 1 HIBM I UEF BEM • 4a _ ~ 51 J HIBM f JUEF 1 ~ T I 1 ~ I NEF L ~ - ~ PAVI
i N~ r ~ f ~1:- _ , l A~
i ~ I i A'- ~ i i i. - ~ _
- ~ li ' ' . Y _ --i r_- ~ ' _ ~ ~ / ~ ~'~di MICROPOOL -
ti>v r~ ~ ~ PoREnAr I ~ ~ 4 e ~ I J.
I ' „ - I - ' F i „r. - ' - ~ I _ ~ , , \ L , I
> II - - - ~ ~ ~ ~ _ _ -L _ I. ~ _ iI ~ L_ A MH-2 ~ _ ~ I \ I _ _ r I 1, SCVA ~ IB I'
~ ? \ l_ _ NYOD POCO ~ X i ~ - r~ Y1 X123 POCO SCVA ~ 55 HIBM MH•3 ~
1. ~ , ' a ~ n,.i ~ HIBM PAYI _ _ - ~ , ~ - „ LryS-.a ~ _ _ _ _ _ _ _ _ _ _ y _ _ ~ TOP OP TERRACE R~ CHAPTER S FOR CONTINUATION ~ , ~ _ I _ . - - - . . i
- - , >n - - I ~ - `~.w ~ m~~ ~m - \ m m - / , ~ ~ _ ' , _ _ -
- „ = - ~ I~ n _ w i -
- ~ - - - - III - - - _ ~ I I_ S
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= - ~ i~~ ~
I. I ~ - ~ I S~
I ~~ur~ ~ ~ a v ~ ~ ~ ~
_ I
CONSTRUCTED WATER QUALITY WETLAND #I ~
v I~~~ ~a~ p fill
¢ P39~ '
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- ~ ~ -
ze 20 sI I _ _ 9 AGAL POCO _l PAVI ~ AGAL: _ _ _ - ~ 33 4fi - _ i
Pay AGAL ~ i - 30 - ~ _ 7 69 ab 75 41 I, ~ RICO 4~ ~ .AGAL 25 Y I j RICO ~ RICO I
~ - ' AGA: - I PAVI AGAL RICO I ACCA I PAYI i HCI 0 ~ 1 I ~ i ~ L 205 ~ "i5 a 1 ~ ~ ~ ~ i I_ I i ~ !PAVI i ~ I 1 - I ~ ~
~C ~ ~ u~C'! ' _ r a , ~~^~~w., ~f • ~ ~ ~I 4'x-2 ? `i 'RICO ~ ,
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~ - 1 ~ _ 1 94 ~ E - ~ 16 ~ 48 37 60 RICO _ _ - _ - - ~ _ 1 ~ ~ ~ A~VI ~ 36 52 ~ 12 I
L ~ ~ 74 44 ~ 2; ACCA SI 48 ~T 2i RICO PAVI AGGP. 12] AGAL A ~ DACCA ~ 24- ~ ~ . HW' i~~ ~ A~ AGAL L- POCU 79 - U 170- 03 71 +i I .L ACmA H;CO AGAL RICO PGCO - HiCO RICO - PAVI 30 AGAL ACCA i I / ~ gA I ~ 1 V AGAL PAVI AGAL RICO J I l' lid
C - ~ GP OF TCQ4ACE CSE[.:HAPTERS FOR CONTINUATIGN! MH-iI ~ I Cr - _ _ - - - - - - - - ~ _ TOP OF ,..BRACE SEE Ci:APTE R 5 FOA CONTI ~ _ U
- - ~l 1t1~-- I ~ z - _
- ~ r-- ss 'I - I - - I®~ ~ I N ~ yy ~ r~-- I _ .f, ~ _ _ _ _ _ V ~ ~ Y
a \ I-.. - - rt a i ~ T - ~ 8 8 ~ - - - - - _ - - - - _ rr A
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~ I o - - V3 - ~ '+a C H M. .C C
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m CONSTRUCTED WATER QUALITY WETLAND #2 Z - - rl~E ~ ~ ca
h~gnls~a~-PI<<s >a~
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o
em° SEEDING SCHEDULE _ OPERATION r1NC1_ a,AAAI_NTFh:_.AN~E z a ~ I
SEfDBFD PREPARAP.ON NOTES a N' MSFELigN' EVERY MOVRI LO In'CD.'DE THE FOlIOWNfs
SI.RPACE WAFER CON7ROL MFARRES 70 Bf INSTALLED ACCOR[%NG TO 7. LFEIX APC CLEAR '11E ORfE'i Of ANY OBSRIX_iICM PUN COAwIETf CAApVG &FORE PRWARNG SEEDBED. 2 DECK TEE WERaND SCE St'SxS; Rf.MOVE TRASH ANU REPAA EROOEU AREAS BEFORE THE NEXT 2 AREAS TO eE SED7E0 SHALL Bf RIPPC'D AV'D SPREAD WRH AVALABIf RANFALL EVEVi
TOPSOR 3' DEEP ON ROPES 7:7 OR FlATiER, TOiAt SEEDBED NSPEC1gfJ EVERY 3 MOniHS TO NCLUryr THE FOLLOWLNG PREPARED DL9TH SHALL ~ 4" TO 6" DHP. F SOLS ARE 1. NSKR THE COIlFCT1CN 5Y'<TErvI QE. CATCH 8ASN5, PIPNL, GRASSED SWALES) FOR COMPACFED IXIREIC CRADNG LOOSEN 70 A DEPTH IX Y TO 8`. PROPER PLNCTNMWG. QEAR ACCUhVAA1F9 lAASH FROM BA:dV (RA1S ANO BASW
3. LOOSE ROIXS, ROOTS AND Ci{ER ORSTRUCIIOM1S SHALL EE ftFMOVEO BOTTOA'S, ANl) CEt<;N PREti FOR OBS1Rl~lONR FROM iEf SLRFACE TO PRFVFM NTEIiFERE1JCE WfRi ESTA&5HN3JT ~ AND !r1AWTENANCE IX VEGETATION. 2 DECK WERAhP NLET PPES FQe. U!JDERC<r7TWG, REF4ACE P.RR,W, AND REPNR &ROKEk PRES. J!
a. APPLY LME ACCOADN'G TO Sa TEST RELOMMEN9ATIQVS. 500.5 7. RESEED CRASS S15'4E5 TWICE h YErR AS NfIEttARY. REPAR OtODEI AREAS IMMEDLATH.Y. W'I7H pi NC3ER TFNN 6 NEED NOT BE LB4ID. IF pH IS NOT NSPEC110A' EVER nTHS ID \CL u . i% IXLOWNG KNCIWN, APPLY LP+IE ACCCRONG 70 SFETNJD SPECffICA1gNS BdOW L ChfCl( SEIXMW :)EPOSDIO': R h \T INiICY,b PON 3 N THE 1NE7LMC,5. E D~TH 6 A" OA
APPLY LLMESi1XJF AnC NC00.PORATF MO TOP 4" TO 6" OF SOIL IXEATER, SEDN4V :HALL PS SGMUI FL ANG V..TLAVO iHAlt tlE RESTORED TD ORICBNAI UFSIG\ ~ V z. APPLY FER71lIZ[R ACCORfANG TO SOB. TEST RECOMNENOA7R)NS. E M1r) SOA TEST HAS BEEk PERFORMED, APPLY FERTLIZER ACCORONG DEPTH.
10 SEEDING WECNCAl1iN5 BELOW. 1. OWf~ER Li AFSPOVSBLE FOR PI<OVL~VG A P.SMP TO IRAN ?HE PCND AND FOP.EBAYS FOR ROJTNE G RIX+`lfh' SEEDBED 9.RFACE PRIOR i0 APPIICATIOnI GROOVE OR MrVN1ENANCE AIY QEAN OUTS, IF P.E2YD. FLRROW ROPES STE'3ER THAN 3J. 7. OWNER 6 RESPtT4SGlE FOR IREATRJG THE PO.Ju W17H POLYALRYLANJOE PFR MANUFAC'."3,ER
i. FUR TEMPORARY $E[IXNG OF AREAS WHICH WLL NOT BE PROL'CMT TO SPECNCAl70NS AVP COMALTN:~ 171E CRV OF CHARLOTTE EEDSNM' COMROL (bFICE PRIOR TO rBJAL GRADE FOR Mpif 1HAN B WORNNG DAYS, FOLLOW THE TEMPORARY ¢fDNG SPECFlCATI075 BELOW. ORAENG THE POVO FOR P.OLTB:E YIAINTENANCE ANJ CIfANOLTS. 4. AFTER A RALi.AII RENT. !NG'Eli STORMWATEP, 14F1ANJS TO ENSIARE 1HAT THE BA9N 6 I
OPFRATNG A5 ^ECGNEO. 5. INSPECT WERAdID SCE SLOPES AfLI BEHOVE ,vN" WpOU[0 VL,EIATION.
MANTFNANCE AS REQI}R[9 _ C ~ - 'U 1. MOW ihE SB4 SLOPS ACCORONG TO THE £A~0", fAAIMUM CRA55 fE1CM WLC AE 6. I i F AREAS 2 1HE ORIFICE 5 ENGVED TO LNr .W OOWrv TEf ONJ IN J-6 DAPS. L ORAWDOWN B VDi
4T1P SLCPL aA Si ONY. $4AJS'Y/ OA oar solLS ACCOMRkE~ N' HA-'1Mf, 'I>t :YBTCN MA7 e: CLOGGED- :FE SOLACE OF 1FE CLOGCNG MU57 eE FOIMD AAD 1IAINAI6E I AA'E. pPE paTE 3. ALL COMPQJEM1Tc pF 1}+E SOR;.ilNAT9i 'A4PJ.NV SY57?hi MUST BE KEPT W 6000 YYOiKNG ORDER. I
AE„ c5 - REP'. IS TALC FESCUE Ip0 ;A /aCRE F.A..5 - M4R, 2' SERUCA lE4PEDEZA SG tB/PCRE
K.^,BE LE4PEDEZa 10 LB/ACxE I cE4'lE 4LOP~, AvEgACE 401LS
ttP= PATE C Q G. Gs -sat. Is rAC FESa=. aD LBTACeE GENERAL NOTES n ~w fEB. 1., - NAB. 2~ SFR,CEA iEEPEpEZA 20 lB/ACRE ~
KOBE LESPEDEZp ',C -B/ACHE ~ ~HVi I1 i1 ~ ~ I11 AI,rrENArv.E AREAS 7. GTY OF CHARLOTTE SiO,GE N,~AINt $91VKE5 SHALL BE RFSPCMLAPLE FDR RWiNE OPERATICW AND 55'{{L'~,M31 r
3 M3ENIlE SLOPES, 501:5 wfiH AVERAGE OR BET7ER MO15T!IRE. CCr,L G'iES AUNIFNANCE ,7 I+"I I * E. rYPE AaTE 2. COViRACTOR 'KA'. ES=ABLiS tFAS ALONG PE WEFLAhD BAhYS AS 500!J AS GRAOMlG OPEfNT10N5 ~ ~ f ~~r~
. - 5EP'. ID BLENC OT *w0 'I.R, ttPE 20p - 250 ~c /A:RC DKTATE SEE PERAU1nENT SEEilN 5 ECHKAT,:.YiS FOR SEEC]NG SCFEDNE. y TALL fE4CUE5 (9aRC ANC 3. CONTNACi00. SHALL COO0.OW_A7E WIM 1}E OWAER Ah'0 7HE OWNER'S LANDSCAPE AACM7ECT ~ AAA I rWD DR MORE KFNiuCxY FOR TFf SELELIILW OF PERMA!'FNT AQUATIC FLAMS.
BLUEGRASS VARIETIES (IO%? CEN'_E 4.OPES, DRIER SOILS, PHYSICAL UNI7AUOn'S ~ ~ ~ 13~ I
5-Pr 5 TT~E Pii_ ~.G. 13 - t BLEND OF 50X NY-31 :ALL 200 - 15G LA/ACRE FESCUE ANO SOY. NIMTURE
of LWO DA MORE *URF TYNE TALL FE4C'JE4 GPASS-LNEG CHANNELS, AVERAGE SDILS
:RTES 'YPE Rni_. .;G 2C - JCT. TALI vE4CUE i00 '.B; acR_ OP,
JRASS-L NED CHANNELS, CRY 401L4 4 - 5 UIj I]DO SF ' PRIER 'YPE RA'E ~ I q _ '1
JVE 30 COMMON BERMJOA CRASS - d0 _B~ACAE OA ~ IP3~5^ ~yY I APRI_ a - : `0_ z Ie/woo 4F ~ 4 ? I~e~. 4"
"uMEV-s s~Al< eE A~POan aT TxE aATE of AaoD'.elACac Df »POGNp ~ 4i ¢'~1 I u!uRaL LmestoxE AI:a ~ooD to/ACRE of Io-lo-IO FEBnuzEP. a ~aS~~jy = 501',. GRASS LINED CHAJNFLG SHALL USE 3000 l8/ACRE DF GPOUNp U ~ .PASS, ~LNRA.L LIUSTDxE ANO sco La/ACRE of 'o-to-',o FERnuzEa. o
>NALL BE APPUEJ Ai iNE RATC OF AOOC LB/ACRE OF 4TaAW. N -V SHALL AF. ANGNOAEp BY 7ACKING WITH ASPHALT. NERING OR NI:LC~1 q =iRING TOOL JUTE OR E%CESIOA NAITIND SNAIL BE CSEO IN CRASS 3 I
~ CHANNELS i0 CALCJUTCC HIGH WATER DEPTH, ~ ~ 5 IL u I ~f
IW'=
TYPE RATE AMEH]MENi4 d yE -A- T ~ .'AN - eUY ' RYE (CRAW') 110 lB/ACRE ~ U ~ '.d. 'E -VAR. 21 NN-:AL LESPEOEZA 50 LB/aCRE AGAICJUURAi 'JME- ' '
f.P LOBE STONE AND ]BO L8/ ACRE OF '.D-10-10 fERTILIZEF
_ _ TYPE PATE 0.NENGMENti U - NA -AUG. 'S 3ERNAN MI'.iEi AO LB/ACRE ? { _
AcRI,uLtiRa'" uM[- 1i S'DNE AND 7.5~ LB/ dCRE OP '0-10-ID iElrl"J2EA 1
1 - ttPE AnTE AdENOMEH75 I
aJ„ 'S GEC. 30 AYE (ORA'.Nj 120 LB/ACHE AGA.GULTURAL LINE- S70NE AN] ICf,O LE/ FGfE OF 10-'.0-IC 1Je
III,IZEP N'JICT SNAIL BE APPUEO AT 'HE RATE OF AOOO ~/ACRE 5'RAk'.
S7A 4'+ SHALL AE ANGHO0.E6 B! TACKING WNH ASPHALT. NER'.NG OR MJSH ANCNDRING FOOL,
GRAOEp S.OPE4 AND f!LJS -THE ANGLE FOR GRADEC SLOPES AM1'P FILL4 SNa'1 DE NO GREATER tHAN iXE ANGLE WHICH CAN AE RETAINED DT vEGEtATIVE LDYER Oa. OTHER ADEOUA7E EAD410N CONTROL CEVi0E4 OF STRI;CNAES. IN aNY EVENT, SLOPES lfFi E%POBE? SHALL, WRHIN IS L
WORNINO CAIE Of GDMFLETIDN OF ANY PHASE OF GRADING BE P(ANFEO OA aiNfftwi4E PROVIDEG vJIrH GROUND COVER, DEVICES OR STRUCTURES SUfFICIEIIi 'O RESTRAIN Ffi0510N.
GRWM1O COVER - WHENEVER lANO CI4TJRAiNG AC7IVITY IS JhCEATANEN ON a tAaC' COMPRISING MORE TXAN ONE ACRE, IF 40AE illaN ONE ~
Cf.N'Ii,UDl;S ACRE IS UNCOVERED A GROUND COVER SJFFICIENT i0 RE$TAAIh EROSION MUST 0( vLANTEO OR OTNEAWIBE ?AUVICE WIINIk IS ' S WOA<INO GAYS GN *NAi V0.4'ION Of THE TRACT JPON WHICH FURTHER V
O'ivE CON4TPUCiiOn IS NOi BFINC UnDERiaKEN, PAOVI0E0 THAT ixlS SNk-C NOT APPLY TC CLEAREp LAND FOAMING THE BASIN OF A REGERVO.R Z ~ C:iEfl '0 CE LYUNDATED. O
L,_/ W LL
!1 E '1' U
~~N --T-- o !i
1:'E7V+NJ N- ; we-LANa y2 J d+ ~ Z WETLAND ~1 I (JpPEk; ~ (LOWER) I
HARD SURfACf LEVEL SPREADER ( - ~ ' ~ 7 i0 EXPEND APPROX. !INCH A80 VE CRADf TOF Of OVERFLOW I Q ~ Q
' TO DETER ER0370N OF BERM 6x6 WEIR ELEVATION 624.75 025.5 62a.5 ~ ~ a WOLMANIZED RAILROAD T!E ANCHORED WITH - II ~ ~ fn
4" GONG REBAR SECTIONS ON 6~ CENTERS r 11 ~ iBX Of T07AL 10~ Of TOTAL 73X OF TOTAi ~ RERMANEN? POOL / 624.0 62x.0 , 623.0 'I ~ ~ ~ SURFACE AREA S'JRFACF AREA SURFACE AREA ORIFICE INVERT ELEVATION ~ ~ ' O m n
FOREBAY AMARSH MICROPOOL / STABILZF FILL BERM W/ PERMANENT NATTINC --~--j I ~ U - L ~ ( 5150 PER NORTH AMERICAN GREEN 'I U
ESTABLISH GRASS PER SEED]NG ORIFICE DIAMETER ~ 1.25 25" x.25' ~ ~ ~ I i / I ~ wo~ ~ Fez of raTAL aex of roraL , sPECIFicanoNS ~ I ~ m 0
SURFACE AREA SURFACE AREA I (n 'O ~ (B" TO fB° DEEP} {0° i0 9" DEEP) TOP Df OVERFLOW WEIR TOF OF WEIR 623.75 6?375 ~ 622.5 f ~ (J ~ C _ ci.ElATION I I J td 7 d
2 3 II ~ ~ ~f PROVIDE A 5'x3'x6° R1P-RAP - ~ ~ U v ,.FORM ) F BERU/ovER~ox APRO.N AT ALL PVC OR1FICf HIGH MARSH ~ ~ ~ ~ 3 U
DRAlNAO£ II wPIR aaBPnLTEO \ OUTLETS. ELENA?ION 623.25 623.75 622.75 ,I PIPE '~I, m~ssx srANwRO
R -I- PRDCTO - 1 ~ I - PERMANENT POOL ORIFICE /NVER7 1 - / ~ I I ' ~ LOW MARSH 622.50 622.50 621.50 I I ~ _ _ _ _ _ TOP OF Wf1R _ ELEVATION i
~ ~ ~ - - - --HIGH MARSH
" ~ ~ ~ ~ ~ LOW MARSH BOTTOM FOREBAY ~ A ''T - 921.0 6'O.J 1 _ " ~ ~ M!CRDPODL ELEVATION 62'..0 I I BOTTOM FOREBAY / MICROPOOC -J I
I I RIP-RAF APRON ~
(GRADE FLAT? nEFEk I'0 SHEETS C9.5 FN
~~~-'~."GEiNEGRR°'NG STORMWATER WETLANDS TYPICAL CROSS-SECTION
N.T.S. "z
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~ ~ ' Cy ~ ~ ~ ' ~ RF w0 _ , I
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t7NZ ~
LEGEND ~ ~ ° ~
75+00 ° ~ PROPOSED STREAM ALIGNMENT ~ ~ ~ ~
- ~ - ~ - ~ - ° ~ - ~ - PROPCSED TOP OF TERRRCE ° ~ ~ m ~ J
PROPOSED CROSS VANE PROPOSED CONSTRUCTED RIFFLE PROPOSED DOUBLE WING ~ PROPOSED f ~HvOK. ~ ~ z ~ -o --a PROPOSED SILT FENCE FOR DEFLECTOR STRUCTURE ~
N ''M T W RK STRUCTURE 2 3~ ~ ~ Z Y STREAM ENHA Cc EN 0 I ~ ~ J w 3 C5.13 C5,15 w ~ ~ - - w ~
625 PROPOSED CONTOUR `i' INTERVAL' C5.13 \C5.15 ~ 3 3 , .J Y ~ 0 t 1 ~ I CS.~4~ ,C5.15~ ..5. 3 C5.15
X b50 PROPOSED GRADING SPOT ELEVATIONS NOTES'
i. TOPOGRAPHY SHOWN iS ?00~ DIGITAL
TOPOGRAPHY (2' CONTOURS] FROM
MECKLENBURY COUNTY. 2. REFER TO GREENWAY PLAN SHEETS fOR WORK
EAST Of STREAM, N
3. EXISTING CULVERTS TO BE DEMOLiSEHD PER ~
o ~ DEMO PLAN AND BANKS LAID BACK AT I:I SLOPE. ~
STREAM CHANNEL GRADING TO S T ART FROM g
EXISTING CONDITIONS AND i:l SLOPES. s
4, PROPOSED GRADING SHOWN AS !`CONTOURS. g~`;° a~ ~ xo y PROPOSED GRADING IN STREA~~ NOT SHOWN N> > ~~a ~ e 3
BELOW TOP OF BANK; REFER TOCROSS-SECTION <-~~ti ~ xuj a I
`'MEETS. ~?3r~`'~~ - ~e ~s4V'L <O ~ ayrrx u~ g
~ ooouoo~c n` p 9 p~ 9

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% ~7~ 1~~/-;/~„ I I NC GRm NAD'03 Y ~ ~ ly' `~y~` / j~ 1 i~ v~ai .mac
i _ ~,~-s__I
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' SSIuH F." +CP IN I TOE=630.69'
I I.VV, in=fit?.64' ~ ~ INtl, OV'~ :1453' ~ I~'l a
95n!H 8" RCP IN -l
TOP=83089' \ \ 6J6.J 1 MV. I(J=622.54' ~ / NV. CUT=620.49' \ 63a.a)
\ \ 6.~p _ I 6J].`
68MH 8" RCP IN' \ \ ' ~ / O 63x6) 1 70P=630.65' \ 69
INV, IN=620.15' \ 0/ ~co 9aH \ \ 6aa la z INV. OUT=620.:15 \ \ I N tt 613,59 \633.0 ` ~3~3ta
su.m .o-e fi3JO 3'06sa i s~~~ I
v4uLiED cav6R ~ °833.55 f \ ~ ~ i SSMN ~ N
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~ I ~ t.~ Oal4oarpaamencana ~ ' r"' ~ ~Zc I , L -D~T~ - Bea~tyoerry_. - , - ~ 15/ ~ ~`-i ~ W 'Comua amomum Silky Oogwcod - - ~ ~ Z u LIVE STAKES Iteavrrgrmca Swsetspire i; ~ 7 L1J Z F w
Reach 1 I - 3a - ~ ~5, I Upper Banks/ Bench Shrubs STREAMBANK PLANTING ZONE Phys°carpusopunro6us !LNinebark - z - - Q 1 Physocarpus ooulitolius ~ r- - - - zo s A ~ i U I Z
~ Z SclenhiicName CommenName LSambucuscanadensr's 'Elderberry z,- - ~ Callicaroaam can S"A N6 F r ---.I - W ~ Z Q e 2
~ Beaulyberry - I- V E Streambank Shrubs \ ~ _ ~ ~ ~ w la}h.a arnfcJra Y,ummrn bird - - 3, , - _ - 3 ' UPPER BANKSIBENCH PLANTING ZONE 9 Humm, gb¢d Summareweet - -I SclenilflclN,me Tamman Name_ a !r1 - S t J ~ C] Z w
3 S A~ ` _ ~ I - E Y 3 - F - !Alms serrulafa eg 41tler - , Inkbe ryrlcll - 15°G BR _ _ ~ ~ - ~I ~ - - - ~ ~ F 'hex vPri ~rI'ah 14%i ,t r e y ,Roily - - t- - _ ~ ' Aronra arbutrl°lia -Choke Cheny-
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- Carcfna Ra= Ilea yr mica 3 e spire ~ ~ J S m haro N I r P pasarDrcuaus Caralberry - - BR - BpREROC, E , ~ '~~Llnderabenzoin - ~S i.e - I' 2 ~ - - - P'' bush ^ _ _10L Brc 3~ ~A~ _ ER - _ iVacc. rrum crvm raum Highbusr Bluenerry C -lar _
_ il'c°`A,C~ SE A !Sambucuscenadensrs Eldedlerry 5' 3 SAL ~ 4 I Xanthcrhyza srmmplic s m B B B C n~ UR PR c 3,. ~ - gym," ~ ~.E 8 - 2G%-
~ - - -.-w'0-- - - sEE s. ~ Trees ~ _ T ~_4~~ X GA- _ONTA Jc,- P_,viJ~S, t ,E, AILS, C~i.4F7ER 8 Streambank Shrubs - sclennnc N,me _ - - c / - - I-~ - _ ammonName ~SPAC/,~ rrT I 5mertnc~ flame _ _ Common Name_ S A ~ ~E E~ ~Betula mgrs -
_.T s zE Large trees Rorer eircn _ ~ zo% ! ,a ~ - ~ ~ I ~Aonie buuPo(ra Chok3Cnerry ~Fraxrnuspennsylvanrra GreenAsn ~ - - _ q - -
~CalHcerpaam ana 3eau/yborry 4--- ~ J __I rclentlflcName-_-. - _ Co_m_monNamo - _ Silt ~NyssasylvaLCa _ Black Gum 30°r ( RR__- I• ~ 7 ~ " - _ 3 ^,L Betula m ra - d RR I CIe_th_ n_ a nr'°lio 3ummer,weet 3- I g River Birch 6-8 Platanus occrdenta6s Sycame~e I _ i
- I-- r, - - 'I IFraxmuspennsyNanrca ~ 20h , t ~Corou amomum SrlkyO gwood - - - , 3 G4L - _ - _ _ GreenAsh_ ~Quarcus hellos _ '~r r - - _ ~ r "4_ ri Nysse s Iva6ca - - _ f . I - _ " " Blaok Dun - P ,Willow oak - - ~ 8 B C W, ~ Y B-6 -I lexvartrrrae Jvir,erhe-ryHolly ~Platanusoocldental' 9ca - - - -a - ~ e
- s' ~ - Herbaceous seed ~ m rhyso arpus apu rrolluo ~ - _ Ivln_aCa~k - rs _ y more - b
vrbur°un• d rfa,_rr! - ~ GA_ ~I Overc,rs mmhauxu - - - - "~E Sclentiflc Name _ _ Common Name _ Swamp Chestnal 0ek _ % j 3 _ _ _ 9~5 ~Agrostrsalba - F RrravwondVibum~m ~ --I~ 9 - , - P ` - 3 GA_ Quercusm rs - - Redto .V~trurnurnuium h - _ z ~ I - - - _ WalerOak _ 20% ~Ih Possuir„ aw VihLmu i - _ _ _ Eldens frondosa Beggars ticks y 3 i
- - - ~ 5 vA- -J Taxodiom drstmhum Bald Cypress a ~ - - - - _ _ _ 5 % ~ I 0 Smali Trees ~ _ Coreopsrslancealat2 Corsosis - - HerbaCeoUS Seed Echinacee u urea P 10% I ~ `ate S lenfr(rc Name _ Comnan Name ~ _ - y I I w u~
P rA PurFle Coneflower ~ s - i 'Sclentrfic Name - _ ~Ef musm rnrcus -9 y-- "~.~Ei Ironwood - ~ CommonNa_ma a y - ~arpinus caroln'a a - [`4L ,A rostis albs - - - - - _ - -.-15 h Vv ima V dd R e I 5
C=rcls an densrs g Redto - - I Redbud _ P pp~ Eupatanum fistulosum Jae~pye Weed ~ % ~ I Cbratasusmarshari;- - _.t-.-.I ~,Elymuswrgrriicus - VvgimaWi'dRye - I - - " Ki 3 g Parslay 2avedHaMnome 30% _ ~Panicumclendestrnum DeerTongue 3% I 6 s
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l tNlta haze 10% ~ _ _ _ ~ LRudbeckiahirte 61a~h-eyedSuean - a - - 'a- ~ Panrcumc(andeslrnum Dear Tongue 12% Lex dec duo Dacldueus Nolfy - I y"~ c - _ _ 10% ~ o k Ripsacum dactylordes - ~ z ~ ~ r ~
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V ' ~ ~ q5r ~ Z~ Ph Boca use ulrfolws neoark - • m^ i ~ Y rP P n - ~ 20r _ _ _
n> I Sambucuscanadens~s Eldsrbeiry _ _2~% Lc~ - - Streambank Shrubs
- i ScientRlc Name Ccmmon Name r 1~ ~ T _
i ~ Alnusaemrlafa iagAider - o S5/0 ~ ' ~ AroniearbutlloNa ChokeGhe.~ ~ - ~ ~-~-o ~
s ~ . - _ _ a~ ~ G ~ tL ,Comusamomum - i~kyuogwaa F~ Ilea yr inloa t p - g K, Z -
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} ~ Scientific Name ~arrmon Name tir, I i ~ CC
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i ~ ~ ~ Nyssa sylvedca 3~ack Gum _ ~ ~ _2 ~ - Z ~ ~ l! 1 ~ - ~ . Plateous comdentalrs Svcamore ~ ~u J U
p ~ _ ~~'9 I Querous hellos - ~M1',Iicw Oe4 ~ p.~ - I - - 3a W
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~ ~ - , I ~ , ~ r , , - - _ ~ Agroshs albs Radto ~ f I r r i ~ 1 r r` 1' ~l " ~_COt;~_ _ _ _ P 20% _ i ~ r - - _ r ~ ~ _ r , r , , i ~ ~ ~ r ~ I r i r r, Srdens (rondosa Eegga s bcxs S % I
_ ' I' ' ~ rCoreo sis lanceolafa 1 `4-~~ ~ P ore sis pp 1'r ' D ~ I ll ~ ;~i, ,~~i, ,1~.,~, ~ r `,911 ii I`~.i~l~~l ,~l~ri r, r r ';~~r IEchrnecespuryurea P,~ry,eCanefcwer 5%
1' 1111 rllr ~ - ~ ; 1\ . `~-r+-~---__ , ~ ~r~ ~ ~ i; r r I l ~ 1~ Elymus w/g'mlcus L rginia 4Y,Id kye - ~ U _a ' ~ j lil 15% M I, ~ J ~ -
i ~ atorrum fistulo rr , 1 r r i ~ - ~ - ~ ~ , , , ~ ~ / ~ . , ~ ' ~ i r ~ , ~ ~ 111 A sum _ era-PQ's WeeA 3% i ~ ail I I I I l ~ i ~ . ' ; , r11 I ~ 11 1 l ' f'amcum clandesN- ~ „aar ongu
~N,r ~ "-Ll+ l ~i/;Ill~ fl 'l, it J ~ 1 ~ Pamcumw num a 16/0_ D~ r - fi ~ ~ 'ti'" '~'.i~ ~ 1~ ~~i.. ,f h i rgetum Snchgress 1~% _ - ~t• r ' ~ ~ ~ ~ ~ , fir, l v ~ Rudbeckia hirfa 9 a„k~yed Susan ~
~ 1 ill ~ ~.Ir,ll,~.~ 1, i j _ 12°10 ~ _ i i I } I ~ ~ ~ rill ~ 1~~~~' r~ r~ iii iir r i / ~ ~~/i
r~ kp6 63 50 ~ ~ 1 , ' i ~ p, I ~ OQ ~ ri-r ' / ~ ~ r ~
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V !1 ~ B LIVE STAKES
STREAMBANK PLANTING ZONE I
I s \ ~ _ I I----~ z
I ~ - ° ~ UPPER BANKSIBENCH PLANTING ZQNE a` ~ -i`r-- ~ _
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PROPOSED BAN FUL L ELEVATION (TYP.) 1 I 1 r- - _ ~ m za , I 62811--- -1-------- - - I - I I 628
- _ I i T I I ~ I I - 7 - _ ~ - - ,~-PROPOSED THALWE(~ ALIGNMENT (TYP.) '
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- - - - - 620 - _ - --I-- 0 - - ~ MATCH EXISTING ~ I - I + - l i : ~ _ I ~ ~ + I N I 1, N W ~ O ro i 1 ~ i (i II ( 6t ~
d~d I ----r---GRADE --r----±-~- - > `r -r ~ ° -~-~"~--w-~--- ¢ > /
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I I I 1 N I I i PROPOSED BANKFULL ELEVATION (TYP.) I I ' 626 . - - ---t- - --4- - - - 1, ~ - 626
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. _ - - ~N, ~OOP,DINATE STORM GEMOlITION WITH ,7:~" y pgANDONED IN PLACE V`;- h 0 ER.?REE,OBE ~ ~ I ° ~ - PROPOSED DRAIUAGE IMPROVEMENTS TO ':i' - I~ i~w _ ~ ~w0 6 ~ BEHOVED, TYP. ftcMO~'~, ttP. ~ Y Z AN 0 i i
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DEMOLITION NOTES: _ i GENEar,LNOTES: LEGEND ~ ~ - IPr~ ~
I. CONipgCT00. TO EU0MIT DEMOLITIONPLAN TOIHEGITYGFCHARLOTIe BWLDING iTANGARDS 6EKIAE DEMCiTON IE TOBEGINAND IT IS THE 16. THE LOCATION OF ALI UTILITIESSHOWN ON THE PLANS HAVE BAN DETERMINED ;.ALL PROPEATYAFPECTED BT THIS WORKSNALt BE P,ESTDRED'OACOND'.iION i _ 1_ Z Y' RESPONS~ILTY O, T. ECONTRAf,TOR'OOBTA.Y A' DE 0 TIONP RMIT'If EQ'4FD FftO, AVAILAB'EINFORMATION AND ARF GIVEN FORTHE CONVENIENCE OF THE EQUAL TO OR SETT. ~ SE SPEOP'CALLY EXI TIN UNDER CDIJ ACTOR..H Nt,INEERANC OWNE E4 THAN THE E%IS'ING VNIFit OTHERW' SNG GAS MAGROUNCFLEC AIC _ L) ' . - AASSVME NO AESPONSIBIUtt FOR EXEMPTED BY THESE PUANS. ~XISTI TN J ~ ~ O
1. CCNTRAC~D~SHhLL SJBMIi CEMOuTIOh ~.hEUU.: ~O ONVER Pn.OR'G_RO~~fu,V~AIi.I O~MOULON ACTIVITIES. INACC.,PACT Z. THE CONTRACTOAIS CAJTIONED THAT THE LOCATIONANOIOA ELEVgTON OF EX157NG DVERNFAD ELECTRIC - _ 3. E%iENT OF SITE CIFARINGSSNOWN ON EROSION CONT0.0l PLANE. IP, All CEMOLI(ICN ANpCON57RL'CTION SHALL COMPLY WITH APPLICABLE &11L0'~NG EXISTING IITIIITIEE PS SHOWN ON THESE PLANS ARE BPSED 04 RECORDS OFTHE E%ISTINGCT SANITARY EEWFR aC ~ O
CDOS ANO l~ •C4L RESTRICTIONS THE CONTAACTORMUSTCOMRi WITH ALL OF VAkI0U5 UTILITY COMPANIES, PPEVIOIA DESIGN DOCUMENi3, AND WNEPf POSSIBLE, 4. SrtE DFMOU'fiON WOP.I(INCLUDES, eUiIE NOT UMIiE070. THECOMAACTOR REGISTRATION REQUIREMENTS OFAlLGOYERNING AllTHORITES. MEASVREMENTS TAKEN IN THE FlELO.TNF INFORMATION IS NOT TO EE RELIED ON EXISTINGCt WATER MAIN A ROAOWAYIDRIVEWAYS AS BEING FACTOR COMPLETE THE LOCATION OF EXISTING UTILITIES MUST BE
B. SITE MLIP,ES IB, PRIORTO THE COMMENCEMENT OF DEMOLITION, THE CONTRACTOAYNII COOROITWTE VERIHED IN'!NE FIELD BYTHE CONTRACTOR M4IOR TO COPISTRULTION. E%ISTING CA&E INE ~ f..'LAVDSCAHNG HISACTiViTIES WITH ALL UTILITY COMPANIES SERVINGTHIS AREA THE COMRACTOR EXISTING STORM CAAINAGE ISTCCdJR01NATEFULLYWITHTHEU'ILITY COMPANIES ON THE E%ALT LOCATION 7. iHECOMRACTON$HALLIMMEOIATELY REPORT'O THE OWNER AND ENGINEER ANY
iCONOUCT SI-EOEMGLITION OPERATIONSTO ENSURE MIWr1JM,Nl'ERF'RENCF VVIh AJ,TREES.WALK, ANOOiHEAADJACENTOCCUPIEOORUSED OFALL UNOERG0.0UNDUTILITIESPR~OR TO E%CAYATION, D!SCREPANCIESfOUNO BEPNEENACNAIFIELU CGNDIT10N5AN000N3TRUCTION EXISTING ETORMiOBE REMOVED ~/~/Y/ffff~f,+`/ff/ - FAGIITlES. UO NOT CLOSE Ok OBSiRUCI STREETS, WAL4$ OR 0 ~ HEN OCCUPIED OR JrD P9CIUTIES WiTh0111' FERHbSION FROM AUIHORITIESHAYNG OOCUMEMS ANp SHALL WAIT FOR INSTRUCTIONS PRIOR TO PROCEEOINC.
JUAISOIGTION. 19. MINIMUM OFPTH FOR AEMOVALOF ALL 00jFCTS SHALL BE M'0 n) FEET BELOW FINAi GRADE?HE CONTAACTOft IS RFSPDNSIBLE FOA PROPER D}SPOSAL OF AIL WASTE a. PWOA TO BEGINNING CONSTRUCTION THE CON'fA(l'OR6PESPCNSIBLE TO VERfY ~ t 6. RESTCAEDAMAGED IMPROVEMENTS-0'HEIR ORIGINAL CONDITION, 0.5 ACCE?FABLE TO PARTIEB hAV~NG J'JRISOIC'ION. MATERIAL. 'HAT Ali 0.EQUIFED PERMITS AND APPflOVAU HAVE BEE*l OBTAINED FROMALL E%ISTING TREE TO BE REMOVED - REGUt,4TOkYAlRH00.1T1E5 AND SHALL OE THOROUGHLY FAMILIAR WITH CIXJDITIONS ~M I
1. REMOVE WASTE MATERIALS ANOllNSUTTABLE AND EXCESS TOPSOIFP.OM PROPFRtt ANOOISPOSEUFOFf~SITE:N AtECAI MANNER ZB. ALL PAVING REMOVAL AND DEMOLITION SHALL BE PEAfOAMED AS SHOWNONTHF OF SAID PERMITS AND INSPECTION REQUIREMENTS PLANS OR bs ClAECTEO BYTHE ENGINEER OA OWNER _ i
8. LOCATE IX STING A00VE GROllNO AVD VOcRGRO'~ND'JT~ T ES IIJ ANEAS Of `NOn(. " Uf11TIES pRETO 0.EMAFV IN PiAG, PROVIDE ADEQJATE MEANS i. THE GENERAL CONT RALTOR SHALL CONTAC-At1 OWNER50° fA5Ff1ENi5, OF iUPFORi AND PROTECTION DJRING DEMOLIrON OPERATION. 11. RELOCATION OA REMOVAL OF OVERHEAD OR UNDEAG40UND UTBRIFS SHPll6E UTIL TIESAND BIGHT-0f-WAYS, PUBLIC OR PRwATE PNOATO N'ORYJNG IN EXISTING SIDEWA.K TO BE REMOVED ~ A CODADINATF=WITH THE APPROPRIATE JTILITY COMPANY. THESE ARFPS.
9. SHOULDUNCHARTED, OR INCORAEGTLYCHAA'EO PIPING OP OTHER U'TILPi TES Bf HJCOJNI'ERE90UNNG DEMOLRIOy CONSULT PROfELi ENGINEER ANO UTILITY DWNEA fORIMME0IATEACT10N. 'lE.CON'TRACTOR SHALL REMOVE AIL E%ISTING LIGHT POLES IN THE 0510UTION AREA 6THECONTRACTOREHALL BE RESPONSIBlEfOA DAMAGE iO ANY IXISTNG ITEM r Z AT THE OWNERS DIAECPON ANO AS APPROVED BYTHE UTILITY COMPANY. ANDIOR MATERIAL INSIDE OA OUTSIDE THE CONSTAUC'.ION UMRS
IB. CEMOLISH ANO COMPLETELY REMOVE IRON SITE MATERIAL INUICA'TEO ON PLYN OR NOTES"TO &REMOYEO`. EXISTING CULVERT iO BE REMOVED - - T ~ _ _ D _ 11.ALLPROPORCC PAVEMENT CUTSSHALL BE SAW CUT ONLY. 7. CONTRACTOP. SHALL MA~NTAIN THE iTE INAMANNEn SO 1HAT WOYKMEN RNC ~ - _ w II. PAOILCT STRJCTUAES, LRILiTIFS, SIDEWALKS,PAVEMENTS. ANDOTER'ACI.IE'fROM pAMAGECAUrEG BY SEI :IEMEN..(ATFRAL MOVEIEM, PUBLIC AAE PROTECTED FROM INJURY 4 ~ C
T !T, 'N V C 0 TO SHE I i _ T 0. SCR TE 8Y NE CEMO. OV OPEAA71J SHALL PAOYIDEAMINIMUM OPRHWRS AD AN EN TICS N^ RMINNG. WASHOUT AN00 HE YAZARD FA D 11 CONIPACIO0. ~ - U ~E OWNER PRIOR i03TARTING DEMOLITION ACTIVITIES, e.iANDDESIGN SHALL. NOT BE IN CONTROL OA CHARGE OF, ANO SHALL VOT BE / ~ 4~ 11.CONIRACTOR SHALL RESTORE ALL DISrJABEO AR~AS'CEX SILVG CDNU: TION50A 0ETTER. RESPONSI&E fORAC7VAl CONSTRUCT ON MEANS METHODS TECHNIQUES E%1571NG STORMSTRUCTUAETO BE REMOVED- ~ i,l I, ~ _
2a. CONTRAC~.OA SNAIL VERIfYAN0 Pft0ifCTALL FUBLiC LTILITIES. ANY WORT( PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK.Oft ~I IJ.ALLUNCERGROUNDUTIIITiE3 W'i"H!N'HEPAOjFCTLMiTS"O BE NEM'1'JEO ANO CRABANDOYED NPaCEUVLESSIN0ICATECTO AEMA~N REFEN TO ASSGC~AI'EDVJITHSAIDJTILIi!ES OAECOORDINATEDWITH APPftOPRTATE IPNLI''!COMPAtJY fORiHEACTEOROMISSIONSOf CONTRACTORSOYANY OTHERPERSONSNOT EXETING POWE0. POLE TO BE X "'~--~ON-'~ ~v' UTILITY PLANS AND MECHANICAL AND ELECTR'CA. PlAN3. ANY J(STNG" ,STY UNDE PPOPOSED &11.J'JG OC RW'S HALL BF REMOVED ON JNDER THE EMPLOYMENT OF lANDOESIGN 3EMOVED 87 DUKE POWER ~ ~ ~'1• ~`d"- ~ T I ~ ~ _ i
GftOU-FILLED ANO ABANDONED IN PIACFAN,E%ISTNG UTILITY IN CONRI~WITH PROPOSED IMPROVEMCN'3 SHALL Bi A[MOVEO. 26.ALL'JNDERGROUNDUTILITIES PREVIOUSLY SERVING E%MTINGSTPUCTVRES TO AE 70BE ~ _ =Q Z~ Ap0v REMOVED ANDOR ABANDONEC IN PLACE UNLESS INOICATEO TO REMAIN, --~`L~--~ rEQS[ I<,CONTRACTOR SNALI MAIMAIN STOAMWATERhANAUEMENTSY3IE OR'IG J%, ~'.F _ O : Wr
CONST JCT'ON TO IN5UNE NO 9AMAGE TO Ap ACEM1T PROPER I.~ OuCl.45 DUFNG 1] COMPACTOR ~NALL VERIFY ANO PAGTECi All PUBLIC UTIIIT.E~ ANY WORK ASSOCIATED m ~ A' >iORM EVENR WITHSAIDUT-'JTIES TO BE COORDINATED WITH AFPADPNATE JTItRYCOMPANY ® ~i : ~ Q~~~~I „l, , Z7> .c I u
IS CONTRACTOR iO REMOV ALLViIBLf CRAEASONAULY'UiM ,ABAFMATERAL 3B,C'ONTRAC'DftSHA.L000RDINATE S-OMf DEMOLITION VATH STOWMGRAIN ~ ~ ~ 1~ ~7>' EQUIPMEN", ETG FROM HE VT.IFNOi NF UEu FOR YEW CCNS'IJCPOPI. •.MPROYEMENTS iO MAINTA'N POSIrnEDRAINAGE J0~ 30~ 69" i20~ F _ Q T~ Q ~_"Js ti¢r U
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P~1
DISTANCE TO ~ ~ ~ . , ~ KINGS DRIVE VARIES
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11
G DOWNSTREAM ~ ~ TYPICAL RIFFLE SECTION LOOKIN
SCALE', AS SHOWN PROPOSED
VEGETA710N PER PROPOSED TOP OF TERRACE
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PER PLAN AND PROFILE ~ W ~ ~ SEE BMP PLAN FOR ~ ~ Z W w
BENCH GRADING 1, 7S U / MAX DEPTH VARIES ~ p Z U Z
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STAKES ON BANKS ~ I ~ POOL SECTION J m i, ~ VARIES AS ~'n Z ` V W QEQ
NEEDED PER J - Y PROFILE Z ~ - W F" u7
I S' 4' (TYP) 12, (TYP)--~ 4' (TYP) I S' ~ ~ N H
BANKFULL WIDTH 50'
TYPICAL IN-LINE POOL SECTION LOOKING DOWNSTREAM
SCALE, AS SHOW N
N APPLY TO STA 61+50 TO 62+SD N
STA 69+35 TO 69+75 ~ STA 72+60 TO 72+g0
STA 76+SO TO 76+95 o ~ ~p 1
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SEEGREENWAYPLANS \ _ ~
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I VARIES 6Op B VARIES PER PLAN SHEETS, F ~q ENCH 0' TO 25', TYP ~ VARIES T TO i I' (TYP) R7F~, ~ ~T{Fl INSTALL ~ ti' TO 13' (TYP)
7(Typ~ * PROPOSED PROPO" ~ q,~ES b~ EROSION ~d
THALWEG ALIGNMENT aED TOF Q~J P CONTROL ~ ~ U a4 PER PLAN AND PROFILE OF BANK 5 O MATTING ON VARIES s ~ T
'.,ta~r,an ~~}iii h sia%;-,r,~`,Wni _LCPE. (i YP) 14' TO 22' (TYP) VARIES _ ~ {
12' TO c6 YPl ~ MAX DEPTH ~ ~ SEE BMP PLAN FORS
BENCH GRADING VARIES PER 4 4,a'• ~ c AND PLANTING ~ ~ PROFILE, 8' Or
1 S' TOILS' TYP
\ %4, ~ EROSION CONTROL MATTING AND LIVE
~ STAKES ON 6ANK8
$ 1 m~ N ~ ~ g ~~a
I s4~- ~ r 4~~~~g~
.s~aE~ TYPI ~ ~ m CAL BEND POOL SECTION FOR RIGHT BEND LOOKING DOWNSTREAM a"
SCALE AS SHOWN ) w ~ I w mi ~W
APPLY TO STA 65+94 TO 6b+35 3g~ x;
TA 74+85 TO 71+35 c+ ~ STA 74+25 TO 74+65 ~g)
STA 79+35 TO 79+65
11
~ ~ z ~m
TOP OFTERRACE Q
EDGE OF STREAM GRADING PROPOSED VEGETATION PER
PLANTING PLAN PROPOSED TOP OFTFRRACE DISTANCE TO EDGE CF STREAM GRADING
KINGS DRIVE VARIES ~-MATCH EXISTING GRADE I„J,J ~ 40' TO 164'
SEE GREENWAY PLANS ~ Z W,,,/ Z 7
LL O O 1.l~.~~, F I- ~ ~7 Q u
WW J
BANKFULL BENCH ~ • ~ U N PROPOSED TOP t~,,' ~ ~ J APPROX. IS' I W ~ Q J
`~O BACK OF VARIES PER PLAN SHEETS, OF BANK # I W U T TOARIES ~ PFI,q BENCH 0' TO 25', TYP VA IES ~ n TYP) ~ RAF 1 .del ~I 6'ro 13' TYP ~ ~ a
I 1.7 I ~ 1. NSTAL! ( ) ~ I ~'P PROPOS ~ ~ES•1' EROSION ~ ED P
TOP OF BANK EJP CONTROL _ Y PROPOSED ~ SHOP PLATTING ON Q ~ I i
VARIES I-- ~ Z a;r',~,f,i E~'raia ;2rU~imii THALWEG ALIGNMENT SLOPES (TYP) W I 14' ro 22' ~rYP) O PER PLAN AND PROFILE VARIES Q W } ~ I
4,$ , ~ MAX DEPTH 1 12' TO 26 (TYP) "-'j ~1~ ~y ~ LL SEE BMP PLAN FOR i 4' VARIES PER , V ~ U I
BENCH G PR F W RADING 0 ILE, 8' TO I AND PLANTING I LS' TYP ~ > O Z
~ ~ I
EROSION CONTROL 1\ ~ ~ Z W~~ w MATTING AND LIVE ~ ~ Z ~
STAKES ON BANKS I L ~ W 18' I (TYP)-._.r,~---i2' (TYP) f'~ J Q
~ 12' y W U rY
s4'-- ~L ~ vii
TYPICAL BEND POOL SECTION FOR LEFT BEND LOOKING DOWNSTREAM
SCALE AS SHOWN APPLY TO STA 63+60 TC 63+90
STA 67+25 TO b7+73
STA 75+10 TO 75+40 STA 79+65 TO 80+05 `
E x E
R Z 8w R
0 ~ w
e
aW~`~ ~erv " `^~M N a . goo _ a1
lia Yom' <~mo..
r¦~' W W> s~ ~.E~ s~ ~o' ~~~~m;W ~ ~
<w¢W~« W oooc~io,~~na y v

s. I
CROSS VANE ---26'-- 'Nis J~ 9
L ,f~ V Z d
~ ~ E, ~ CLASS ISTONE- - {0
TOP OF BANK HEADER / w) ~ I,~ ~ CLASS A -y i"~-- IO' MIN-CHANNEL BED ~ ~ ~ $ 1 VO
w I ~ ~ STONE I' ~ g , ROCK SLOPE SILL ROCKS TO ~ K ~ / ~ - r--~ ~ B' ~ e m Eo-
/ O A ~ ~ A - ~ / A' 314 OF BANKFULL HEIGHT I ~ ~ r ~ ~ ONSITE CHANNEL ~ ~ ~
~ ~ ` ~ ' ~ m~', ALLUVIUM---- = ~ , ~ I FLOW ~ ~ z ~ ~ FI ~ ~ ~ _ ~ G---' u h ~ ~ ~ ~-ON-SITE RIFFLE BED ~ - - - ~ n
O~ ~ I TYPE2FILTERFABRIC ~ MATERIAL OR ALLUVIUM STR M _ 1 ' EA BED ~
L 0~ i' ' ~ i (NON-WOVEN) ~I j I AS SHOWN ON PLANS ELEVATION FOOTER t- I--6' MINIh1UM---+ I _ TYPE 2 FILTER ( CLASSASTONE ROCK FABRIC NON-WOVEN ~
~ '-80ULDER, 4'X3'X2' MIN. CLASS I STONE ( ) ~ 0 LL
~ ~ ~ ' ~ ~ SECTION A • A' PROFILE VIEW B-B' ~ ~ - ~ Z d' i ~'i ~z
Z 0 zv
~ -~i '2.5 U V ARIES CROSS VAN E STRUCTURE NOTES i ~
95~ ~ I, BOULDERS MUST 9E AT LEAST 4' X 3' X 2'. ~ CG B' ~ 2. FILTER FABRIC SHALL BE INSTALL D T .7" ~
~ ~.NO GAPS I I E FRCM , HE iDDLE OF THE HEADER. ROCKS AND Q , Y YI i EXTEND DOWNWARD TO THE DEPTH OF T HE BOTTOM FOOTER ROCK, AND THEN UPSTREAM Z 2 BETWEEN % ¢ 4 ~ FOR A MINIMUM OF SIX FEEL ~ p -z
m~ BOULDERS m ~ STRUCTURE DIMENSIONS 3. A TRENCH SHALL BE EXCAVATED BELOW THE BED FOR FOOTER RACKS. FILL SHALL BE PLACED - i C~ ~o I
O 01 ~ L I(ft) S6 ON THE UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK. W w w ( ' 4, STARTING AT BANKFULL, FOOTER ROCKS SHALL 6E PLr.CED FIRST AND THEN HEADER (TOP) ROCKS, 0 ~ 01 ~ S (ft) 5 TO 8 I , LL, z
I ~ 5. STRUCTURE SHALL BE CONSTRUCTED FOLLO~V'iNG ANGLE ANC SLOPE SPECIFICA T ICNS. ~ ~F deg) 20 6. AN EXTRA 80ULDER MAY BE PLACED IN SCOUR POOL FOR HABITA7IMPROVEh1ENT, PER EPJGINEER'5 DIRECTICy.
j PGOL TO BE it W ',(ft) _ 16 I 7. CLASS I RIP RAP SHALL BE USED TO FILL GAPS ON UPSTREAM SIDE CF 80ULDERS. CLASS A. RIP RAP -
`EXCAVATEDPER I G 'I % ~ 7.5 ' SHALL BE USED TO FILL GAPS ON UPSTREAM S!GE OF STuNE CLASS PROFILE 8. AF I ER ALL STONE HAS BEEN PLACED, THE UPSTREAM SIDE OF THE STRUCTURE SHALL 8E FILLcD NliTH
~ _ ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER ROCK. U iS~i o
I K( ELEVATION POINT PER ~
% PROFILE (TYP) ~ - i
_ ~ ~ ~ 2 CONSTRUCTED RIFFLE ~ ~ ~--VARIES26'(TYP)--(---76~ 1C'I ISATYP~I6~RTYF~ ~4
~ ~ ~ i ( ) ~ l ) ,C5,13, NTs I
~I A I~ i of h g_ I
B' LL' j ;
I TOP OF I ~-,r- ~TOPOF I I ~ BACK OF TERRACE
w ~ Ii w ~ /TERRACE g- V I HEAD OF rBENCH ~ i aJ , I U u~ ~ y V I TOP OF N aF ~~J
z ~ Z d. ~ RIFFLE, ~ ~ 'Z ZI w B' BANK TOE OF L B >u ~ ~~J. c TOE OF r a d I m w 12"NOMINAL THICKNESS j ~ g ga wl m - - ` ~ m w, i"~ ~ I ,-BANK ~ BANK i' ~ v ~~3~~~"~
~ ' w w' ~-EQUAL PARTS CLASS y O O 0 sl- FILTER FABRIC A, B, AND I STONE i ' o I YI p ~ I ss I ~~~SYk
0~ w_w a I ~ n I ~ 0 O 0: U ~ ' RIFFr-TAIL OF ~ II , ~ ~ ¢ O. - ,E / RIFFLE ~I r ~ `I mj ~ LENGTH ~ rwJ
OF RIFFLE, i ! ~ ~ °s ,.y EROSION 3
1, _ - r SEE PLAN 6' MINIMUM-~--- CONTROL a ~ I ~ ~ ~ ~ ~ i-1~ i- a o ~`i I so
- MATTING - B Y B LDE UR OU R 3° II , I BELON! STONE /
I ~ / - I i CENTER BOULDER SHALL BE PLACED) 11 I PROFILE A-A'
~ V} I I 2" TO 4" BELOW ADJACENT BOULDERS v PLACE 3" STONE MIXTURE OVER BOULDER ~ m 1~ ~ ~ ~ SILL TO ACHIEVE THALWEG ELEVATION SECTION B'-B ~ J
i--
~ p' I I
Q PLAN VIEW
W 2a'---i 3 DOUBLE WWG DEFLECTOR W z Z
I- 10'~~,--6' -!.~-14'-=-6'--x--10' C(-_5 ~ 3 ~ Nrs ~ 0
HEADER ELEVATION POINT Q Lj ry
ROCK i PER PROFILE (TYP) TOP OF TERRACE ~~PROPOSED BENCH NORMAL T OP OF ARM'C' AND T G ~ U BASEFLCW , , ~ OP OF TERRA.Ce w N r-_ U W (n
ALLUVIUM AND COARSE B~ ~ ARM B SITS 0,5 ~ ~ J B I ~ ' - FLOW -TOP OF BANK ~ LENGTH- . ~ ~ i MATERIAL FILL FROM -Ti i ~ I ABOVE BASEFLOW ~ o
OF~TRUCTCiRE ~ ~ ~ ~ EXISTING STREAM BED _ - VARIES e' ~i u~i F~ e - - / ~ ~ ~ ~ ~ - ~ ~ 7 Q W
30 (TYPi ~ ~ ~ - y ~~~~1 ~i-r,~1, i ; ~ ca~~ - . ~ ~ m i _
EE PLAht ~ ~ ~ B i _i,~ ~ ~ ~u ~L ~ i ~ ~ ~ _ .~-E a _ ~ ~ Z w I - . ~ ~ t~~~ _ ~ ~ - ~ ~ ~ ~1 : i7 U Q Z W
_ L - - _ - } w z U
_ - ~ - l7 u I Y J -3a- O Z o Z
~ , F _ z Q ~ m SECTION @'-6 ~ ~ v I > J Q
~ , rA - ~ W ~ ~ ~ z J D l11
,Y' a CLASS ISTONE-~ kRM'B' BOULDER J N n w I 3, ` 0 ~ .ARM 'B' BOULDER ~ ~ z E 'Y F CLASSA-~ ~ ~~I`~- r-3'MIN--+ ; "CHANNELBED ~ , ~z
~ Q ~ . STONE I' ~ 7
ON-SITE CHANNEL A ~~1 _ - =~A' J w ~ I s _ - - ~ ~ Le)
MATERIALS i ~ x sc I
2', -CENTER BOULDER SHALL BE PLACED 2" TO 4" BELOW ADJACENT z' z TYPE 2 FILTER FABRIC „ FlRaT ROCK I ¢ ¢ I ¢ BOULDERS. PLACE 3 STONE MIXTURE OVER BOULDER SILL TO
~ a, \ TIED INTO BANK (NON-WOVEN) , ~ -0N-SITE COBBLE ACHIEVE THALWEG ELEVATION 6 MINIMUM _BOULDER, 4'X3'X2' MIN, 0 O' O
w' wi FOOTER ROCK O 0' i p SECTION C' C F r ~ ~ SECTION A - A' i
BOULDER CL•JSTER s E Q
WHERe 5'iOWN ON PLANS HEADER Roac ~ N
i ~ PLAN VIEW - STRUCTURE DIMENSIONS ---'S
FLOW G _ ~ I L I(ft) VARIES PER PAN, 30' TYP ,
STREAM BED :LEVATICN ~ o t- 4 g
I I F (deg? 20 o°wc3iwa~m 3 mo frl s G ~ S - ~-FCCTER ROCK ~ on 3 Gr
> ~o C
~O~p O a,~ z~ ARM'A' PROFILE VIEW ~zzrnw~ z L n
NOTE, NC SLO°E FOR ARMS9&C Qo' awr~_~o~ lI t) A ._~UQJ!C s i/ - QO ~ 7! C s

u
0
i ! ,LIVE STAKING ~ 9' ~ 9' [ q~NT~ I ! ~ ~ 2 ',J HOOK VANE N u
r ICJ, I'T ~ 141NTS ~ u , OP 0"r ~ FLOW LEAVE I' • 2' ~ ~ BANK-, ~ GAPS z p al N
~ ~m / /'~2~ TG 3' BETWEEN STAKES O [yJ US
20? TO 30 ~ u $ TOE OF BANK ~ F;.EVATION ~ ~ o ~ L O
/I~~ ~ - / POINT ~ L, Af ~ E o ~ 314 \ em° E Ao~
~ A ~ ~ - i `~jl BANKFULL \ w STAGE ~ z 8 ~ em9
0 / ~ ~ ELEVATION POINT ~ ~ -HEADER ROCK ~ ~ i ~ <I A ~ ~ ,
~ ~ ~ -3.75 ~ ~ ;j~~'~ NO GAPS - J i _ BETWEEN FLOW-- ~ - -
CROSS•SECTIONVIEW TOP OF i - - ~ BP.NK ~ i BOULDERS d___ r---ti
TOP OF 2' TO 3'-• _ Y i J' ~ O BANK _ f i Q' STREAMBtDELEV,4TE0^~ ~ _ ~
~h_ ~ - i m ri~-~ ~ ~ ~ - _ ~ } M . ~ ~ BACKFILL (ON•S'TE ALL~ViUM ~ ~ -~-FOOTER ROCK ~ Q I I ~ '.STAKES SHALL BE i Z
r I ~ OR NO. S7 STONE) ~ O ~ 2 , 0 3' ~ PLANTED FROM TOP OF I - _ r ~ ~ z L . i- L
-~T - ~ ' BANK TO TOE OF BANK "T NE ~ - - - ~ SCOUR „~,SS A ~ 0 ` } ~ p ~J ' L i c P00 i rY
CLASS , TONE PROFILE VIEW F- J; Q TOE OFBANK C ~ ~ ~ ~
- Z Z
' POOL (EXCAVATED ~ ~ SCOJR ) J L -PER DIRECTION OF ENGINEER
PLAN VIEW ~ ~ (1
BUDS FACING PLAN VIEW
UPWARD ~;~`I 2' TO 3'
LIVE CUTTING LENGTH ,I MINIMUM Ill" DIA-, i ~ NCTES ~i SS
/ I HEADER ' e p~, I I. STAKES SHALL BE CUT AND INSTALLED ON THE SAME DAY. ' 60 3 S
2. STAKES THAT HAVE BEEN SPLIT SHALL BE REJECTED AND NOT USED FOR CONSTRUCTION, ~ NOTES FOR ALL VANE STRUCTURES: CLASS ASTONE ~ , ~ ~ ~~-ROCK ~ ~ ° 3. STAKES SHALL BE INSTALLED WITH BUDS POINTING UPWARD. I. BOULDERS MUST BE AT LEAST 4' x 3' x 2'. GE BEGINNING AT THE MIDDLE OF THE I
ANGLE CUT 30 PERPENDICULAR TO BANK. 2. INSTALL FILTER FABRIC FOR DRAINA 4. STAKES SHALL BE INSTALLED THE DEPTH OF THE BOTTOM STREAMBEC ~ I_ -f` ~ ~ TO 45 DEGREES-~ 5. STAKES SHALL BE 112 T01 INCHES IN DIAMETER AND 2 TO 3 FT LONG. ~ HEADER ROCKS AND EXTEND DOWNWARD TO _ ~
VE GROUND. I FOOTER ROCK, AND THEN UPSTREAM TO A MINIMUM OF TEN FEET. vNSITE CHANNEL ~ ~ ~ " ALL BE INSTALLED WITH IIS OF STAKE REMAINING ABO SAND PLACE FILL ON ~ E. STAKES aH 3. DIG A TRENCH BELOW THE BED FOR FOOTER ROCK y
7 ° OF STAKE SHALL BE BELOW GROUND. BETWEEN THE ARM AND STREAMBANK. MATERIAL 80~ UPSTREAM SIDE OF VANE ARM, LIVE STAKE DETAIL ~ _ FILTER FABRIC -
- ~ 4. START A i BANK AND PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK. ~ ~ FOOTER - - - ~ 5. CONTINUE WITH STRUCTURE, FOLLOWING UR POOL FOR ~ABITAT IFMPROVOEMENT ~ I ~ ROCK
- - EXTRA BOULDER CAN BE PLACED IN SCO ~ ~ It i _ P RY R 7. USE CLASS I STONE TO FILL GAPS ON UPSTREAM SIDE OF BOULDERS, AND I ~ ' OCK C~IECK DAMS b. AN ' 3 TEM.ORA ~-I-2'
FLOW c i CLASS A STONE TO FILL GAPS ON UPSTREAM SIDE UPSTREAM S!DpOF THE ~ CLASS I STONE C5, ~ 4~NT~ ~ 8. AFTER ALLSTONEHAS BEEN PLACED, FILL IN TH - # 57 STONE STRUCTUREWITH ON•SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE It-- 6' MINIMUM---'~'
~ j ~ ~ HEADER ROCK. N F~€
I B ~ ~ SECTION A • A a ~ ~a 20, ~ m.?J3 .
20 i - _ _ - - - - - ~ dp - a 5 - ' ` _ - A - - - - - i~ ~ v~
- - - ~ E ROOT PLANTING NoT~s w - ~ / 4 BAR i
1 ~ ~ : ~ ~ ~ ' N~ I. BARE ROOT SHRUBS AND TREES SHAD. BE PLANTED AT LOCATIONS = m _ ~ - ~C5.14 x; - -
1_ _ AS SHOWN ON THE PLANS - WORK AREA - _ _ ~ f ALL BE ALLOWED BETWEEN PLANTINGS, ~ ~ 2. SP.A.,E SH
~ DEPENDING ON SIZE OF PLANTS, AS DETA,iLED ON PLANTING PLANS. ~ ~ ~ _ i NTING. ~ ~ ~ ~ ~ ~ 3. COMPACTED SOIL SHALL BE LCGSENED PRIOR. TO Pte,
Q ~ ~ ~ / ~ i 9. PLAN T S SHALL BE FLACED IN HOLES DEEP AND WIDE ENOUGH TO Il 4~i ,
PLAN VIEW ! ~ ~ PROPOSED PLANTINGS (TYP) ALLOW THE ROOTS TO SPREAG OUT AND DOWN WI T ROUT J•ROOTIN , ~ S. ROOTS SHALL BE KEPT MOIST BY MEANS OF WET CANVAS, BURLAP, i INSTALL AND MAINTAIN ~
OR STRAW WHILE DISTRIBUTING OR VVA.iTING TO PLANT. v, / i~ THREE CHECK DAMS ' ~ ~:yi° 6. PLANTS SHALL BE HEELED•IN TO MOIST SOIL OR 5A.WDUST IF NOT
DOWNSTREAM OF ~ SPILLWAY CREST ~A PROMPTLY PLANTEG UPON ARRiVP,L AT PROJECT SITE. - ~ _ ~I P~tOJECT w •
# 57 STONE ~ I ~ , VIEW ~ PLAN l~ ~TOPOFBPJvK Q
~ ~ CONTRACTOR TO 2 \ _ ~
IPRAP - - REMOVE I CUSS I R FLOW -
\ , SEDIMENTS WHEN ; Z 1 TION ~ I`- ~ ~ AGCUMULA W
~ ~ I 2 ~ \ ~ REACHES 12" ~ Lj,~ z ~ TSS< 50 N.T.U. i ~ O Z O
j r Q
- - - - _ ~ ~I I V Q t ~ ~ U VI
SECTION B•B ~ / - ~,~--C'_ = , / CROSS•SECTiON VIEW ~ w J 4 l- w J C Q
- W Z W
Q Z \ L ROTECTlON LET P Q YZ
w (SPILLWAY) I 6 STORMI~IAT~R OUT j- Ups I- MIN 2l3 STREAM WIDTH I - C5,14~Nrs
~ ~ f- ~ w CLASS I RIPRAP I U ~ ~ w LI, i
W~ 20' 20' - ~ rn ~ Z U I I - I I ~ - i 6 ~ i~ - _ -~-i W Z V u~ W n z U
> o
L V9 - T 3' ~ ~V~, ~ ~ Z Z
D 0.--- i LLJ l ,,PRA, W D CLASS I RIPRAP ~ ' ~ ~ J m ~ L.U m
~ V) z i i Q SECTION A•A - ~ ~ i/ ~ ~ ~ w w
- 1 - _ - - - - _ r ~ Z - U - - ~ - _ T u H
~ 2' - ' r ~ ~ ~ v~ ~ ~ MIN. ~ ~I_~~I i i2v~~~ld 1le~~d 5 ~red~P~~I~
_5 ,TEMPORARY STREAM Cf~OSSWG
1NTS ACS. 14 ~RIPRAP CLASS A - ~ ~ - ~ ~ v ~ LAYER OF FILTER FA~R~C ~ I i • =ti.r< ~i' - - ~ r
- ~ ~ ~ SECTION ~4B' r.:
BERM ~ L ~ - " BERM y I ~ ` B'
- - I 2 ~ - - I L F I W (FT} T (FT)I_ STONE
2 i ~ ~ EXISTIiG 4" 2.0 ~ L0 ~ LS ~ CLASS A I -~---~-r-fi- ~ E by
- ~ _ ~ i s~ _ ~ ~ _ - ~ - ~ I EXISTING L" IRO ! 3.0_ ' I S CLASS A S
EXISIINGI&" 6.0 4.8 I5 CLASSA o X12" MINA W ~ EXISTING 24" 10.0 6.0 2.0 fi CLASS B - ~ a
- - FILTER FABRIC FOR ~ I ~I ,EXISTING 36" 112.0_ ~ 9.0 ~ 2,O~CLASS B J _ ~ e
DRAINAGE UNDER RIPRAP PLAN VIEW = I o~3e Z~ ~ z o
PROFILE VIEW _ ~ 3~ . 9 N> ~ _ ~ 6 3c g
~yT ~ 3 ~cmo a.
m`W WU R U v v
Q CIU'~•'C V 9 - - - -

~ s
I \STEP ®uT I LET tNT I t
~ ',CS. ~ 5, I I ~ ~ I i I
~ ~ , o~ u Z~7 9~
I + _ ~g u
E XISTING I I ~ FLOW I I I ~ BOX CULVERRT~ ~ ~ I ~ g'` 9 i1 a
I ~ OVARIES, SEE ~ ~ C ~i~ - -I ~ A ~ B a _ ~ ~ ~ DETAIL r m o ~T , / I i - ~OO
I ~,T ~ M, ~ ~ s I I z S S _ A n g
~I~ ~ i ~ ~r I I~ ~ 4X3 X2 MIN ~ ' ~ 'VAR E~, SEE } ~ ! HEADER j
~ _ DETAIL ~ ~ j u"~ , , 2' i i ~ _ ~i ~ I ROCK ~ ~ i ~ i
! FLOW CREEK I ~ k ~ -r - ~ - ~ T ( ~ l I ~ I CHANNEL j ~ l~-'~ O - _ ~ ~ i
i ~ r ~ i ~ ~ ~ " - - ~ I I L z z
I ~ :OE OF SLOPE - ` _ _ _ C i~ i _ C- i - ;c
i ~ ; a ROCK _ _ _ I ~ ~ ~ FOOTER ~ ~ - ~ ~ ' U U
~ ~ ~ / L ~ ~ ,-TOP OF BANK ~ ' SILL ROCK i~ ~ ~ ~ ~ ~ I ~ I Y Q ry
~ ~ z :U)
CLAS SA _ ~ STONE _ ~ -Z .i. ~ ~ 1 ' i i ~ I : ~ / ; ~ ~ I ~ ~ y' t _FILTERFABRIC ~ _ _ =1~ i ~ 'I r ~ - O = Z `O
~ n ~ _ _ ~ W U
"_.,.L i h I V' ~l , . F. i ~ Q ~ i - - SILL ROCKS PROFILE VIEW ~ ~ ~ ~ ~ ~ ~
i ~ ~ i
U/ ~ ~ i t ~ ~ PLAN VIEW ~ ~ 1
W i I ~ e
IT ~ ! ~ At
~ ~ I q ~i l ELEV ~ ATI ON POINT ' lei
SEE DETAIL I ~ _ _ I (I _t, f ; ! ~
5. ~ i _ ~ ~ ~ A- -
1 4T YP i ( - I r. ~ I'! A i I! I ,A.~ i U= ~
4. 2 t, - ri I
i 'r A I ~ J , . , J
I _ ~ ~ Z i - ~ J ~ U / ~ ~ Ia'a~
~9 - ~ - ~ W ~ n~ ~ t? to ~ ~
I - _ ~`k~ o ~ ~ r ~ ,fit a ~Y V' i °w ~~°~~~a~ \ \ O's
. J l+ ~ N ,I, I - - - - _ ~ ~ c'v ~ o N
'-SILL ROCK ~ ~ ~ '~t3 1 ~W
SECTION A-A' i" y~ ; - _ ~ ~
_ ~ ~ ~ '1 t C X ~ ~ T i~~ ~ ~ ~ 4
\ ~ ~ tl
it w 1 ` ` v ~ z _ x a
~ ~1
3 ,STRUCTURE ELEVATION TABLE ~ r-~ , ~ ' i ' i }
`C5.15~ ~ ~ I , I I Q
l l I I '
1 i I I ~ ~ - ~ ~ ~ Z
~ I - '~I~~ ~ ~ W - - ---I, _ I ~ ~
_ - STATION STRUCTURE ELtVATION I I ~~I',',i -E ~ I. N ~ z ' STATION STRUCTURE ~ ELEVATION I ~ ~ I ~ ;'i~-~~-_ ~ ~ ~ o
61+l5 - i I CROSSVANE ~ - i T 4 - 62 -T- 63+ ~ 76+15 i CROSSVANE 611.71 ~ ~ ' ~ ~ I ~ ~ Q r_ 70 f •HOOK _ b 17.13 - I 7@+00 ~ CONSTRUCTED RIF ~ ~ ~ ~
b6+10 - FLE 617,53 •HOOK I U ~ ~ ~ ~ b _ 15.57 N
18+50 CONSTRUCTED RIFFLE i ~ I ' ' ' ~ J 6@+60 ' CONSTRUCTED RIFFLE - - 611.15 ~ 'i~ I ~ ~ ~ LL! ~ _ t------ _ I 619.@7 ~ + ~ - ; - 79 25 i r -i- - ~ -HO ~ i i; Q _J Q
69+00 ~ - ~ OK 616.27 ' ! ~ „ I ~ W _ Z~ ~ I I~ l I ~ `r~ o~ - CROSSVANE ~ 619.58 i ~ 81+10 - z - ~w w - DO I I-- UBLE W - ING _ I 61 ~ 71+b7 I- 6.69 ~ ~ f~ - CONSTRU - Q W
CT _ ED RIFFLE i 619.19 i ; u Z Q _ + _~i 81 25 DOUBLE WING i ~ w 1 ~ ( ~ ~ r 72+30 I r - 616.62 1 ~ Y _ .,ROaSVANE ~ bi@J4 u~i~ 1 ~ ~ r ~ ~ ~ 0 F- Q
T ~ 74+35 - J } , I _ ~ I _ r' ' R Z -H ~ F- OOK f 1 I ~ 615. ~ i 57 ~ - I Ir--- w 1 Z W
?5+55 ~ r - V Q i 9 d CONSTRUCTED RIFFLc 61@J9 ~ ~ ~ ~ l f ' ~ J I m-, , U ~ ~ - ~ ~ Qw w E W
I OZ I Ir ~ ' v~ U z U Z
I ; ! , i " ~ U ~ ~ ~ N, , ` ~ ~ I
~ i ~ ~ z o w Z W
w 1 0 ; i ,
I w Q Q W
I i i~ +l' ~ ~i ~ZY ~ ~ t T j - F- w N
~ ~ r ~ JY~ I ~ , 'III, , ~
~ ~ I I 4~~ - t.
~2 STEP C3JTLET GRADING
r- C5.15
E E
d N d N
I E p 10 20 z ~
~ I SCALE fFT) ~ ~
o - d
~~3a y Z~ 1^
~c r, g m ? ~p~ ~ 3 L ! 5
c } > a°~~ a~
~~3Ya7~ ~ ~ Ia U I
C.G.:.; C'f~ 'l~ 3 _vJ 3

u
B
61+5C ~ U Z .o
60+00 ~ Z " ~ o., - g o J
~m - _ - T - _ ~ a - I 61+15 I I ~ e U S
I ~~S I ' e~»
676 63h~~ I` _ .__.-+_-_536 ppQ nom
636 T i ' ` \ v 636 _ . r-- ; 'I... _ ,.i 63f ~ ~ ~ ~ ` : I.. Z$ Zg~
1 , I ~ ~ I
' 1 ~ - I i III I.. I _ . ~ li '.I I ~ ~ I li ~,I I - I ^v
i
I I I, I : I 1 ~ I ' ~ _'1 - - - _ - 7-- - r t 633_x._-_ 611 ~I j ~ 612 I 631 t
- 631 i I I ~ I 612 _ _ _ ~1 I I i ~ I U -
I _ ~ - - ~ - _ "
I L_ _ _ _ Q - _ - ~ I , I ~ f' 7 L I ,I i I r ' ~ _Z z i L f, =z
: ~ I I ~_O _ i - ~ - .622 i - ~ I - 618 ' ' >o
; - 678 ~ I
I N, ~ I I I ` I I I ~ I - _ _ - -
I I I - - _ ~ I I -
~ I - - _ , ~
1I I ~ II I ^'1t 4 : I ~ ' I''' III ' _ 634 bi4 1; ~ _ ~ _ _ hN 4Y1i
I I: _ - I j ' 614 - II 811 - r i I I I : ~ 'I _ ~ I - 614 I ~ - I`.- _ i _ - - - I ~~II I ail I
1
, I - I_-_ II I I I II II ~
_ ~ ~"W ~ T - I I I II I ~ I I 'll I I I 1 \ II I t
I r I I III,,.. _ , I I n. I II I I PIS I I I 1--11630 630:_ -f- - F-- 610 I ~II ~ 1 ~ - - - ,
_ c_ 630 - - ' 100 ~BO b0 .40 ~30 0 30 +0 d0 80 ICG I I ' ' a j a___ _ 610 620 -
100 B7 ~60 <0 10 0 70 i0 60 ea f00 '1 'iI
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616 - ~..-'-_80 _6J. _ .61E Q ~ n .100 ~ C a~ 30 40 6P 9J 100 I ~~s
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+ ~I I 1 I I 63 00 I i ` I I I ~ ~ I I I I, ~ I I
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I I I ~ ~ I 11 I I 1 ~ I 1 - 11 1 ~I I I I 536 I { '1t
~ - II , II 536 I~_ i i - _ r.- 636 I - _ - - fi31 I - i ~ I W 636 - _ ~ I 633 - II , 1 t ~ 1 ~ i.
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u
I
I
Z
+ 65+90 d~ 65+00 65 50 ` _ A
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I I I I `I ~ __I_ . _ ~
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I ! i I I I I I I M 'I l ~ I I I I I I I ~ I i
I l I I I I i i I I I - _ ~"31 I ' - - - _ I ~ ~ I I _ I I I 1' I I I I I II ~ ' I I ! ~ _---I I ~ I I I
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I u'.a _ _ - - 3-_- r-__. ~ 1 _ - 630 630 a a _-....620 620 ~ - - .30 0 10 90 6D 100 : b10 b0 ,yC .30 0 20 90 60 80 100 100 ~60 -90 I I I~ ~'I
.100 90 ! I 'I ! I ~ F
_ _ _ ~ ~ ~
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67+25 _ _ - 616 Ewa rn
: 7 - - - . - - - I 619 I - - I I I I I I ~ II I ~ ~ ~
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~
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__-I.~_.. I 636 i r ~ n I
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: ~ ~ ~ : - I_.3 ~ I .633 636 I ~I \ !I I I 631 ~ i" _ ~ I I Y ' - ~ ~ I~
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' _ _ I L_._ 618 I !i ~ i ! I 818 ...-i,- _ \ 1 I~ W ~ I ~ I ~ '
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68+60 69+00
69+35 " _
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69+gp 70+85
616 , _ _ _ r_ i ~ ~-676
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_ r ~ i ~c~~ sU ~ - - 9 S

72+30
72+60 _ _ _ - _ 73+G5 I -I- ' _ -
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10 40 616 - 80 100 t ' I : -I, 616
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100 .60 .60 - _ ii - _ . ~ rr ~ N ~40 .2p O ~ ~0 ~ ~ PO 100
tt ~ A
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zo o zo 44 ~ p ~ 4 ~cmT ~ ~ s
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76+15 76+50
75+55
_ Z I ~ fi36 --_.T - _r-- b7f
~ ' ~ 610 : r -.._-__----_-T- 640 _ _ _f/__-_. o ' / / ~ yay
n~ I I I I 1I I I ~ II ~ I em
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61611_ _-1 _ -_.616 i 100 ~60 ~60 ~40 ~30 r 20 40 60 d0 IW ~ ~ i ~ ~ ' i I I 1 ' 4
1 1 ti m8 1 I i 1 I I 1 N S I I a I 1 1 I I I w I 1 I I
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100 ~BO ~60 .40 ~30 ~ 10 SO 6C 6C 100 ~ 77+30
_ _ - I ~ I f 78+00 78+50 Q
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3 3

EROSION CONTROL LEGEND I LE.,END EROSiCN CONTROL NOTES:
II { ~ i = ! ALL EROSION CO iTROL MEASJAFS iHAIL EE IN ACCORDANCE VII7.llE'J;.. E%IS i. S'GONTOJYS ' ;H~SiUG iANITARY SEWER I'i4NHOLE ER0610N ANOi GIHEN'CONTftOL PLANNING AND DESIGN MANUAL
ON I~ 0U0. gLFS RFQUftE AN ON S'Tf DEMOLITION IANOPII PERM"~P,OM 1 I I .7aST. I' GJEO'AS ~ EXSTING WAT ER VALYE ROM THE ZOM1IN AOMINSTP,ATOR N ANYGMOING BEYOND THE DENUDED OMITS SHOWN ON "HE PLAN~SA JIO'Wi~gry rv W
LIMITS DFLOfJSTRUGT10N AND; SUBJECTIOAFNE If !J pENUDED_MITS - I TINGCI RFitAO:IFCTAIC I,6RA0. GMOftE HAN ONEACAE WI HOU. AN APPROVFOEROSIONCONTAOI J i Z~ ' PUN SAVIOLq ON AND.SSLBBCT TOAFNE I - ~ en TEMPORARYSLT ENCE - - LNG A RLNE SAR'ZA.IONI NE BE TPORM OF EROSION CONiRq. TEMPORA~415Ef0iN'G l> ~ i
i ECES~ AAY TO A'~HIEYE EROSION CON!ROI ON LARGE DENUDED AREAS AND I n 9 ~I IVG ~oN.TARYSEWER i I ~ TEMP. LONSTAUCSIQV ~ ESPECIALLi WHE FECIFICALL PEQJIREO rti PARTOFMEGONSR^TIOM ~ ~rl
' _ EN'RANCF/IXIT ^ SEQUENCE SMONN GN THEPIAN. Ua i ?firvG S~RM DRAINAGE 6. LOPES 4All RF.;RApEO NO STEEPER THAN t~.I. FlLL SlOPE1 GRFA, Eft_. HAN IQ' I B REQJAE ADEQU.~TETERPACNG.
u~ , . I a I . ~ T r ROCt C7ECK DAM .:SiVG CAi JVF ~ .APPROVAL Of iH1PV~N GNOT AN ASHORIZAJ ~ J I I ON 10 GRADE A~ AGM ' I vROPER'IES WHEiV PiEID CON01T10NS WARNANT OFFSITE GRADING ,FE4Mn110N
v I MILS BE OBTAINED FROM THEAFFECTEO P4QPERtt OWNR ' Loo F - ".N6 iNOEAGRJJNO CABLE 5AllS FS UST pE SE[DED AND kUICHED WTfHIN IS WORKING O.Af CA+,) I ,ALENDAft DAYi. WhI1CHEVER Ii SH04'ERAlLO'HER AREAS IS WGA1t NG JA'S Oq D„v I SILI'FENCEINLET PRO rECi~GN ~ LNG USILttvOLE i, '_f I, 90 CAlFN0AR 0A'lS WHICHEVEA'1 SHORTER PEFEA'O EROSION COf.:FOt nn ~i I
- Ch~i'IPiG CA'CH AASM 74JNFYCE FOP AOD TIONAL REQ 'IPEMENT3. ~ N' ~ ~ I Z~~ i i 9ALl EAOSFJN C0.~40. CEVICESFOA 7AMIMPROYEM Yi CONS RJG'OJSHAll ~ ~ I N I i
. I AEM0. lUM L31 .NAT BEEN BROUGHT iO FINAl GAAOEAN'C PERM 4ENil;' ~ - 1 aTAew ED. JDED ACREAGE: 11.9b RC A001 )MAI MEAEJ;ES,O CONTROL EROSION AND SEDIN~EIVi MA; LIE REP'11RF0 i _
A'!THt EROSiON:.CIJiAOLINIPEC'0Y. ! , SOIL TYPES: '.I ALL ELEVA'IONS AAE IIJ REffAENCE TO THE iURYEY0A5 BENCHMPAK WHICN / ~I Cu& CECIL~URBAN LANL'COMPLEx~2i0B PERCENT SLOPES MusT OE VERIaECevrneeENExaL GDa'rxarroA mlDR rocaouNG
BREAKWG. _ llrv URBAN LAND 11 ALL Efi0S10N CONTAOLEROM TOP OFTERRACE TOTCP Of TERRACE IS'OFS~GNE?B~ Q BUCK ENGNEEIi'NG AYD SHOULD BE INSTALLED PFA CHAPTEAi OF THESE f10.VI. ~ I Z SI \iT`^
1 13. REFEA'O SHEET C6.10 FOR CONSTRUCTION SEQUENCE 0 ~ ! I i
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- - Ex!r. s cor.rocxs I ' C r"'=SANITARY SFV+ERMANHY.E \ EYI 'CONFOUAE j ,3
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/ \ U ~ \ 2. AfV1' GRAO'NG BEYOND iNV GENUOEG LIMITS SHOWN ON 'E PUJ SF 4JLq rION ~ Iiz A4D Is wEJECr roA FINE I.GAA.!NGMORE HAI OYEACRE.. NOUANAPPROlO xOS~ON~ONi ROI- •
a FL4N IS A VIOI.AT ON AND IS iJdJEt,t q'L`1E. F~~ c ~v ~r 5 RBI' RATION S NE CEST FOAM 0. E SIGN C N OL tEM`C,AR'. Sf G ~S F U
EfESSA4YT0 ACHIEIE EftOSIONCONTROL ON LARG° DENU ~EG APEAE - - ~ W ES^:GALI`"WhEN SP Cf:CgLLY FGUTAED AS PART O'ThE CON5-RuC~.ON Iw SEOVENTESHONN OtJ ~E PJJJ / \ ~ ~
_ ~ I N PFS SHAL'BE GRApED VDSTEFPER Ii!AN 2: LOPES uREATEn'!,FN ~C ' REOJR ACEQUATE EnRACING. - - / , ' ~ 7. PPNGVAL C( hl PUN'S h0 ANA HGR ZA,.O.i OGRALE AD q",T ~
I G • °AOPFR IES WHEN :,iO CUNCITICN WAARAN. GF.-. kGRA)NG. PERMISSION ~ V MUS76EOdTA1NEDFftOMiHFAFtEC EO Pa0 E4r1'OWfJER ~ I P BAL.SLOPES MErSr BESFEUED AND MV CHEO W'HNIV Wr'RAINGDAT<ORiC
:PIEVUAR DA"S 41MICM VER 5 SHORTER. AILONE4AREU S NO¢;(INf, CAYS GR I socALENDAa oars Wh~cHEVda IE SHOATEx. REFF4 TO EAOSI ~ DENUDED LIMIT$TYP.-, av GoNTnoL ORDINANCE FOR MOIi:ONAt 4EQUTAEMEN'$. \
9. AL. ERUSIO?°CCMRO°GEV CES FOR N^ ~PROVEI, J CONSiRUCiO ~ 4 ~h N I I MAIVUVTIL,ITE4AE 6EENB40UGHi OrLVA,LGRAOEAND PEM1MAN ryh iN I.L , I
S I P. AD TONA MEASUA5 i000N-ROL E0.0S10N PNDiEDIN.N: N~Ay BEF 6V iHF EROSOV CJ\TROI INSPECTOR 2QUi RED - - ` ~ ~ i ~ ALLF EVAT,ONSgAE!N REFERENCE'O the SURVEYORS OENJiMA4K Ni_h' ~ •<R~ I ~
M'ST BE VERI IED BY TkE GENERAL CON, RACTOq PAIORTO GROUND ` ;F~ ~ \ ~ I] AI.L ROSION CON'ROL rROM TUPO TERRACE ~.C'OP D•TkRRACE SDFS'GNEp BY _ ` ~ ~ SC,'
dUC%ENG14EEA.NG AND iHOULD BE INS A,lEO. °R CHAPTERS 0` TMES°FIA~JF. II. RFFE0. TC SHEEi CF,ip fOR CONSTAUCT.ON SEQUCNCE. ~ - ~ ~
_ ~ I DENUDED ACREAGE IIAFAC ~ _ - _ ~ _ -
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R ~ ~ ` 1.ON SITE BURIAL P:7E REQUIRE AN ON~S',TE DEMOLRION LANDFILL PERMIT FROM 1(`/,.` I v=i FROM THE ZO`HNG AOMINIS'RATOR. `/A/' 3.ANY GRADING dEY0N0 THE OENUDEO LIMITS SHOWN ON THE PLAN ISAVALATION - 1, I
AYD ISSUBJEC'TOAFINE I ~N 4 EROSION CONTROL LEGEND LEGEND a.cAADwcnDAa~rIANONEacaewrrlouTANAPPROVEOEROSIONCaNTROL ~ \ _ _ II
- PLAN IS AVIOLAT.ON ANDIS SUdjECi TOAFlNE ~ ~ I - ' S. STAB~L'.ZAiION IS THE BEST FORM Of EROSION CONTROL TEMPORARY SEEDING IS 1L ISO I NECESSARY TO AChIEYE EROSION CON'fROI ON LARGE DENUDED aRFAB AIJD v " - EYIST.S CONTOURS ~X':TING SANI ARYSEWER MANHOLE
' I ESFECIALLY W4FN SPECIFICALLY REQJIRED AS PART OFTiE CONSTRUCTION \ j I - - EX S. I'COYiOURS FJ(:ST-iJG WAiEYIALVE SEQJENCE SN(1WN ON THE PLAN. 6.51OPF55HAtl. EF GRADE,] NO STEEPER THAN E.1. FLL SLOPES GRFATERTHAN 14' ( Z I .Fas o' cons7AUalaw _ ~ ~ ~ j~ I / _ O ,
- Ek5 'NCOTEAHEAOEIECiRIC REQ ',R AOEQJAIE'. FARACING. \ 1 h ~ I DENUDED LIM iF ~ 1. APPROVALO ~1S PANTS YOT AN AUTHOR IAT.OY TO GRADE AOfACENT / °vISTING WAf4RUNE PROPER TES NYEAI'IfIOCON0.TI0NE WAANANTOFFSITE GPADING.PEAMISS ON ~ /9 I ~ _ ~ I TEMPO9Afty SILT FENCE ' ' MUS'8E 08'A'INEO FROM THE 4fFFCTEDPROPERTY OWNER 2 i~ - 1 ~
ti_.` I _ _ e.A.LS.DPEi MUST BE SEEDEDAYD MULGHEDWTHIN I5 WORKING DAYS ORIO ~ !2 ~I i~ _ EX E'NG 50."itARY5FNE4 CALENDAR 6A~5. WHICHEVER SSNORTER. ALLOTHEP AREf515 WORKING DAYSOft T I 5 I TEMP CONSTRUCTON 0 _
- ENTRANGEIXT - - 5XSTING STORM ORANAGF I 9DCA.ENDAR GRYS WPICHEVER IS SHORTER REFEATO EROSIONCONTROL - DAJ.VAN:E FOA AJDI'IONAL REQUIPEMENTS. N ~ ~ SGP ! I ~I~ x 9. All EFOS~ONCOMROL DEVICES FOR DAM IMPROVEMENT CONSTRUCTION SHALL _ . .
, ~ \ _c F _ _ N~ _XIS NC GPS .I G TY 2 ' iI :IT HAS BEEN OUGNT TO FINALG AND PERMANEN L _ 3EMAIN JN L E BR RAGE C~2 ROCK CP.ECK D.OM I S A LI!']. A 0 0<> ~ V V ~E L ~EZ ~ N I - - - Fk~~iYG JIJOEAGROJNO CAALE IO.A]OTIONAL MEASURES TO CONTROL HOS'ON AND SEOIMFM MAY BE REOJ10.E0 ~ ~ `I E - _
'I ATTHFEROSCNCONTROIIJSPECfOR f ~'f Y ~~-Z$ - I f~ ''I `.X YT'1G U'I.Iif POLE Ii. AIL CIFYATIO SAKE IN 0.EPERENCE i01HE SURVEYORS BENOiMA~C..WHICH DENUDED ACREAGE, IH6 ,4C ~ ~ ~ <,~^~Y -
U S',IT FENCE INLET PAD. eC,iON I Mw.AE VERIFIED BY?HE GENERAL CONTPACiOR PRIORTOGROUND ~ ~ ~Z ~N J jt~ { _ ~sr uc GA-GyuulY I BR~nel+k; SOIL TYPES: ~ ~ ~ " 1E. ALL ER08'ON CONTROLfROM'OPO-TERRACE TO TOPOF TE'~RACE SDESIGNEDe~ ~ IU' 0' IOC 26' +GI ~>u ^ I _ - i I' BUCK^NGINr:PJNG AY!O SHOJLO BE INSTALLED PEt CHAPTER50Y'HESE PiANS. Cu& CECL RB.'4 LAND ~OMRLtX ~'<iDBPERCEM SLOPES < ~_.h = r~
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- I. ALl Eft03'.OP..ONigCLMEASURES SHALL BEINACGORDANCEWl11'.1HEN.C. 1 SOIL TYPES; EROSION ANDSEG'MENi CONTROL RANNIJGANO DESIGN MANUAL CU& CFCII~OR&1N LAND CDMPLER l"fOBPERCEN?SLOPES EONSrtE BUPoAL pIn REQmREAN ON SITE DEMCLmON tANDHU PERMITFAOM
RROn THE zoNwc,AOnRNST~uioft Urv URBAN LAND wANYGg0.DING REYONC THE DENUDED UMin SHO`NNON iHEPIAN'SA V,DIATIDN AND I lU~'ECT TO A FINE
ERQSIC7NCONTROLLEGEND ~ ~ +.GAAOINGMOAE'HANONEACaew rlou-aNAPPReveDEAOSIOncoNTRa ' LEGENC7 PuN snvoLATON AND rae~farcnPNE. I i S. STABIUZAT~ONIS THE BEST FORM Op EROSION GONiRIX.TEMFORARY SEED~NGIE
EXST. O'CONTDURS NEC SSAAY TO ACN'F.VE EROSION COYTROI ON IAAGE DENUDED AREAS AND - E%STING SANTAAY SFWEq MpMFiOIE ESPECIALI. WHEN SPECIFICALLY REQUTAEO AS PART OF THE CONS"AUCTON O ~ ' i i n SEQUENCE SHOWN ON THEPIA4.
Q 4~ E%ISi. I'CON'WRi ! E%SiNG WATERVRLVE 6. SLOPES SHALL BEGIUDED NO STEEPE:t THAN1:I. FILL SIOPESGP,FP.TER THAN IO' RE UIRE ADEQUATE TERRA~NG. - , , , , , , , , LIMITS OF CONS'AJC?ION L ~ ~ Q d
? DENUOEp'L.MITS fXGT~N60vEAliFAD 6LEGI'RIG I T. gPpROYAL OF Te115 P.ANIS N07AN AUTHORIZATION TO GPAOE AO~ACENT ~ Z _ PROPERTIES. WHEN 9ELp COND:T',0~45 WARRANT O'F-SI`E GRADING, PERMISSION ~ Q I C ,,`-t,_.~_ TEMPOAAR751lT FENCE i - s E%ISTIgG WA'ER UNE II MUST AE OB?A',~YED FxOM THE AFfECTcO PROF"c0.TY OWNER, I'. ~,1~ - _ _ I ~ I I ,Iry~~- e
U 0.ALL1lOPES MUST BE SEEDED AND YULCHEC WI. HIN IS WORKNC DAYS 00.10 T`r' ) / ~ _ ~ f r T ~ I - EXISTING OANITAR'!SEWER CALENDAR 00.Y5 NMIGHEVERISSHORTEA. ALL OTHER AREAu Il WORKING GAYS OR - iii ~ ~~I~~~ iEMP.IONSTAUCTION I ~ rc ' 9P CAL NDAA DA.SW CHEVER IS SHORTER PEFFA TO EROSION CONTROL i-`~-, ~ ~ i~ - nS - - cNTRANCUEXl7 _
a ~y E%~-1NG 5'CAM ]pAINAGf ~ ORO~NANCE FORADD.TONA I~EQUL EME^fi ~ I- - . F i ~ I, ' ~ 9. ALL EROSION CON*ROI OEV'C6; DA DAM IMPftOVEi1ENT CONSTRLCTION SHPit ~i~_ I - V I~~YVmmrvvv~~~ E%IST!NG GAS LINE 0.EMAN UNTIL SiiE NAS BFFN eAOUGHTTO f~NAl GPAOE AND PBRMANENRY i I' _ _-_`_"yy~~ l/ 'i c ROCKCHECKDAM ~I SiABRIZED. "f~tli, O~ `-J~ II
w 10. ADp'TIDNAL MEASURES'O CUYTRO EROSION AND SEGIMFNTMAY BE REQUIRED - ~F - EXGi'~NGJNDER60.WND CA&E ~ BYiHE EROSON LONTROL.NSPECT00. ~I a<F2 - _
4-- n}_QY I I I. ALL ELEVA i IONS ARE'N RFFEREVCE *0 (NE SURVEYORS OENOHMAAK WNIGH ~ SIL-FENCE INLET P0.0TELi'. I _ EXISTI'JG J-IIITY POLE MUST BE VERiHEDBY THE GENEP.AL CON'IWCTORPA UA iO GROUND F' O -}F M - i L OJ ~ AREAKING ~ . ASS I U,mY~ ~ I
EX'i:ING CATCH P.ASIN t1. ALi E~gO510N C.~N-ROL OM'OP Oh iERaACE?O:OP Of"ER,gACE SOESIGNED B" F Z OUCK ENGINEfAING ANDS,OJLD BE ivS"AILED PERCHAPLEASOF'HFSE %ANS ~ ~ ~ I _ ~ _ r ~ 1 11. REFEk i0 ~ > J SHFF Cb 10 n.RCON.iR;K'~ONS UEN' IO' E' IP' 20~ '-'J>Y'd - F- ED cc 40 - -
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i ROSRO ION Ov A MEASURES iHALL BE NAC ROANCEw TH N..'.. \ / _ Al ED ' pNOSEGIMENT ONTROL PIANNINC ANO ]E i< J JAN A _ 2.ON-SS O'R,ALP.o ~,EQUIRE ~
~ ~ - H NI I AN ONS,TE OEMOLTiO~J.P.hOr,LLPE,Y i'. ~^~OM PROM ~ELO NG ADMINSiRATOA. ('C/ - :-ANYG 0'.NG BEYINJD THE DENUDED L!MI'S SIiONJN ON THE PIAN'EA x•0.4 OM1 ~ ANfi BSJBIECT.OAHNE.
_ S. GRADING MORE MAiv ONE ACRE W~THOVi AN APPROVED EAOSGV CD'.'FOL Plp': SAV,OIA VN AN6-o 5'JB1ECi 100.FINE S. STAbiIW IJVS.NPeEiTFORMOF EA0510NG0.JFROL EMFOlARY SE r,IVS I~
• V~A'I {/''~j NECE55 OCHIEYE EROSIONCONTAOLON LARGE DENJ EDAA.A AND 'v ~~"+F'RTH C fSFiA YW"EN SPICIFlCALLY REQUIRED AS PARTOF fFE 'STaJC'10"+ :\VENUE SSQUf SNDVV JDN NE PLAN
6. S.DPE 5,1A10r. GRAOED NO STLPEA TRAY I:I..IL, SLOPES GIlAIEYTNAN IN REOL F D QJA ERM1ACING APPAOVA 0 MSPJ,V I5 N0 AN AUT.,OALp~ON TUG ADE .;AGENT
t PAOfE i~ES. WHEN E4D CONDITIONS riARYAN. OA SI.EG'N.DI G PEP,MSSION ! M'JST Bc OB iAINED rP,OM I HEAFrECTED PROPERTY OW,JE,9
0.4 LBlU SMA BE EDEJAYD MVtCNED VTNC SNOAJ: A`S OF?0 1 - ~ 90C J R A V.H. HENER' SH RTER, AI J HERAW ~ G:IVG uR SOR ~..T~~..F, alt • •.,_r,. ALN AN OA'S`.NhICHEVER ii SHORTER. AFPEA TU EROSION CONTROL
ORfli?lA. _E FOA AG~:t104AL REWLREMENiO. _ .OS10\fJNTAOL DEVICES iOR DAM IMPRDJLf1EV' COhStP'-CiON SHPi1 ,L REmA '-NT~S'TEF.458EEV B0.0JGHTTG*NAL GRADE AND °EP.HAhEM'_Y
10 AABI ZEO. _ _ - „ _ _ UO ),JA EAS RS iOCOMROL BAGEION AfJG SEOIMFV'MAV BE REQUIRED - - _ - BY Tf, GSION CONTROLINSPECTOi. ~ C
.AllE A.IONS AkE1N RE EAE\CE ~O.NESLRYEYORSBENC MAlKWHICH MOST 4EFFIEDb'iHE ~,NEAAL CON'RACTOR PROR'G.~rJJNJ r~•w~ ~ ~ V , ~ BRFn'N. IC -A4
~ Il. ALL Li0510M1 OM90 FROM TOP Of TEIW1CE TO UPO Fnk EIS DES GivEGB F~4 ~ 3UCK:hGINeEft-hG AND SHOULOOE WSTAI.LfU FfR 4AP'ER 0"NESE MANS. ` •,4j Q.Q 13. AEFERTO SH~[d.IC FOR CONSTRUC?ION SEQUENCE. CG 9 L`
_ - DENODED ACREAGE: 11,46 AC
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I I - _ . EftOS~ON CONTROL LEGEND LEGEND EROSION CONTROL NOTES:
I E I qL EROSON CON"ROL MEAS'JREi iHALI AE NACCOROANCE WITH THE N.C I EXIii. S'CONTO,iRS I ~ I I
' EXi'INC SANITARY SEWER MNNHOLE EROSION Nt~SEO`1EM"COI.TRO, PLANNNGANO DESIGN MANUAL ONSITE AURIAL PITS REQJIAE AN ONSITE DEMOLIT'ON IANOFILL PERMIT FROM EXLST. I'CDNi0UA6 'i EtISr.Nf F FROM THEZONING AOMINISTAA70A. ,W4TER VgLV. I
i 6.ANY GRADING tlE~OND?HE pENUOEO LIMIRS SHOWN ON THE PLANISAVIOIA~ON - oROP. 10'CONTOU45 ~ ANO IS SUOJECT TOAHNE I 't%IS'IN604ERhEAO ELECTRIC C a. GRADING MORE THAN ONE ACRE VJITHOU'AN PPPROVEDEA0510N CONTROL i ~ ` I
P, 1'CONTWRi ~ 2,a I PRC ~ PIANI A IO.AT'JN ANJ IS SURJECTTOAFINE. n - Er"STING WATER LINE I ~m _ _ ~ LN *S OF CONSTRUCTION, STABIU,ATION- BES. FOAM OF EROSION CONTROL TEMPORARY SEEDING I$ " Nh.ESSARY TO A~Ei,EVE EROSION CONTRDL ON lAAGEDENUDED AREAS AND ON' ~J t
j DENUDED LIMITS - EXISTING SIN TAR'(iEWER ESFECIA LY WHEN. EPEC'FCALLY REQUIREDAS PART OF h.ECONSTRUCTION ! - nn I ? ? ? TEMPOHAR"SILT FFIVCE SEQUENCE SHONJ ON TMEPLAN, ! Uo EXSTING S.OAM DRAINAGE S. SIOFEi ch 118E CRA EJ N05.EEPER THAN 3.1.HLL iLOPEi GREATERTHAN IP ~ rv U o
I - - - ~ I REQUIRE ADEQU4 •E TERRACING. y E EMP. CONSTALCTIOCJ I EXISTING GAS L:NE I', APPADYAL O;THI>PIAN IS NOi AN AUTHOAI'TION TOGRApEADACENT I ~ ~ tNTRAYCEItk'T PAOPEATIES,WHc^,I FIEL]COND'TIO'JS WARRAN'OFaSITE GRADING PERMISSION t Em "N E
~,i EHn'FING ENOEPGADli40 CABLE MUST BE OB`AINE'J FROM THE AFFECTED PAOPER'fYOWNER. up 6. ALLSlOFES MU,T GESEEOEO ANO MULCHED WITHIN IS WORKING pA"S OA 30 I --_^-,'{i em9 ROCK CHEC<DAM c%bTNG U'NTYPOIE CALENpAR OAYS.Nh'[NEVER155HORTEA. AlLOTHERAAFA515 WORKING OAY50A , I i7m A o
i 90 CALENDAP JA EWPNCHEVER IS SHORTER. REFER TO EROSION CONTROL ~ ~ Y Z$t I I EXC'ING CATG46461N ORDINANCE OR GD!TIONALftEQUIR6MEMi eM~ Zs~
~ SIL'FENCEINLEf rROTECi-0N ~ .ALL EROS ON CQ TROL DEVICES FOR?AMIMPROVEMENT CONSTRULTION SHNL sss''' t ~ ~ ~ [MAIN VNiIL SITE HAS tlEEN BROUGHT TO fINAl GRADE ANp PERM4NENTlY STAAILIZ=D. ~ L_.-. I T Q
- OAODT DNAL ME U. 5 OCON ROL EROSION AND JEDIMENT MAY BE AE UIRED DENUDED ACREAGE: 11,46 AC ¢r HE-RnvoN - oN Ra ~NSf6[ oR /f I .I, ALL ELE/ATIONS..RE IN REFERENCE TO THE SURVEYORS BENCHFWAY, WHICH ' I
MUST AE VERFIED BY THE GENERALCONTRAC'OA FRIORTOGRWND / I 301L TYPEk eREaKUac. Cu& CECILLRbA.N LAND COMPLFX~7TOBPERCENi SLOPEC IL. ALL EAOaoM rN'ROL FADM TOP Of TExRAGE roroP OFnARnc>:rspcsIGNED tlr ~j ~
UM1 URftAN LAND 13. RFF AK10 iYEEECn, pA0F. C4NSTAUCTIONSEQDENCE FEAPTER50F THESE PLANS, T {J IZ _
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„ y~~ _z ~d'" EftR,4CE SEE CHAP $ 0Y"~ - ~ ~ i . _ x. ~ - _ ~ ~r~ ~ ~ "~-'gym _ P - / - ~ _ ~ - UCK FCF rONTINUATION / - r'" w
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I.A!!EFOS ON COh'ROL MEAELNES ErIA,.OC.N AC..QAuAV„vJl -i c~~.~. ~y EROSION AN']1EDIMF.h~CONTRO_P(AN,llNC A.N' ESIGN MANUA!_ ].OP.LBIiE Bl4ALP`S REQUIREAIJ J~-O E0EMOLI'CN.AVLI LLPEFMITiRCM _ r
I AOM TH OM1.N AJM'VISrRA'OR ~ !M1,/ 3. AN7 GRADINGBCYONU'HEp NUE IHITS S;;p '.JON iHe PiANi4YIQLATIGJ 1~ - Iw (7\ AYJ IS «;BIE GFFINE. r ~ ~ I ~ -l
4. GRAp Nu YGAc'rHAM1 JNE ACFEN 1': 4N A?.fiOVE ~,OS CN..OLITROL ~ PUNISH V.OIA.ION ANU IS SVB EC TOA HNE. B'AeIL!ZATION'O THE BESTfOR 0r ER0BICN CO. AC .iEt1Pl PA ~'iE :N•"S ~ / \
YECESE.4A 0 4C. E4 EROS Olv CON'ROL ON UR JEN' E P.REAS AND S EiPEC!AlL. WI, hSPFCFICALLY 0.EglilAED AS PAC OF HE u.uCT10N \ SEQUENCE SNOwNON THE PIAN. ~ B
fi. BL0PE45HALLBEGRA~ED HO STEERER THA !2.L'!! O NFAi3.TNPS:I(I' ~~II REQLAFA EQUA~E E, RA N.. N T. APPRQVNO 'I Lou fvOT AN A '.oRZa Nncrt.~ w'cE,T CENllDED UMIT5, 7YP. ~ ~ j ~ I ~ I,
PAOPEP.TIFS WI'EN 5EL0 COM1O1'IONS WAAI+AM 0.. I EGRA:,`NG PERMISS CN M!R BE0BT4NEp FRCN',!'EAf,E TE-POPERT'fJJ' ^ v~ a.PiSLOPES MUS'BE;EEOEp AIVDMULC'WUN.IN SYOYY!JCA'S ON SO / ( '
CALENDAR AYS WHICN~VER Sf+Of EA AILOTHE ARFAS ?JORR NG OAYE OR- /r `v - , VR CP.LENDAN DAYSWHICNE E0.'E.HOR EC. REEERTOEROS~ONCONTAOL / ~ GADINANCE FOR ADDR!QNA. REQJ.REME Ti. - - - - - - - ~ _
9-ALI ENDS CN CONTRdI DEVICES FOR A 'M°0.OV MEN ONS NUCION SHALL - - - ~ ~ ~ \ ~ " ` REMAIN UV.I SITE HA08EEN 0RO..GN'TOf NALGAAD. PN.. PANANe~I RY _ ~
_ _ IS ADOITIOJAL ME/~VYE5 i0001•ITPOL EI,CBIGV AN~SED MENT iAAY OE~fQUIREO ~ 6YTHE EROSION GUNiROLINSPECOR / ~ Rid II. ALL E.EVATIO JS AR: !N ftEFE EN E. GTHE SJY'cY9aS 0ENCHNAAh WHICH _ ~ ~ _ _ r ~
MLBT BE VFP.,~Ep BI'LHE GENERAL CONTMCGR PR OR'O GROUM1i - ~ - Q BREAKING. ~ ' ~ - . _ _ - - _ \ ~ \ I
Au E7OS 0n CONTR0. FRCM OF O: TEA~A F ~ OP OF T"RRACE3JES,GNED B" ~ _ - _ ` ~ ELCN ENGNEERINGAND~FOU.O BEINBTA.LED VEHCFRTcFSOF?V•.[SE:.ANS ~ - ~ ` r _ d IO. REEER TOSNEE"c:6.!0FORC0NSTRllCTIG+JSEUUE`ICE _ - ~ _ v ~ \ i// ZL y~qi~
DENUDED ACREAGE: 11.46 AC .J `l - - - _ I t++++ _
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\ rI0 ~ DENUDED ACREAGE: 11.46 AC F ~ ~ ,~v EROSION CONTROL NOTES: ~ ~ J
soitrrPES: - - ~ ~ ~ ~ Z _ ~ Cu& CECIL-URBAN LAND COMPLEX~2TOBPERCENT SLOEE$ I.ALI EROS~ONCONTAOLHEABUAES SFALL BEI4 A0000.DANCEVATH THEY.G
D ~ UF~ URBAN LAND EROSION ANDSEOIMEVT CONTROL PWNNMG AND DESIGN MANUAL = F ~ 3.ONSITE BURIAL PTS 4EQUIRE AN ONS17E DEMOUTIONIANOFILLPFRMIT FROM FROM THE ZONING ADMINISi RAiOR ~ I ~
I Q / C ~ ~ ~ 1. RNY CARDING BEYONDT4IE OENUOED'cIMI1S S}iOWN ON THE PL4NISAYIOUTION I ' ~ ER(?,.ION CONTROL LEGcND LEGEND Z ~ ~ I ANO BSUBJECT iDAFINf. IF ~ i 4. GRADING MOVE THAN ONE AC0.EN"r'.OU, AlPFPP.OVEO EAOSIONCONiROI ~ i ~
W Z' ~ EXIST, S'CONTOLWS ' E%IdrING SANiTAAYSEWdMANHOLE PWNISAV'.OlATION ANO IS SUBJECT TOAFINE ~ \ - I S.STABIL2ATONIA THE BEST FOAMOF EROSION CONTROi TEMPORARY SEEOINGIS J
U O X151. ('CONTOURS I-^ EX'S INGN'ATERVJV.VE NECESSARY TO ALH'EVE EROSION CON'AO.ON LAAGEOENUOEDAREAS AND J ~I~ ESPECIgLLY WHE45PEC FCALLY REQUIVfOA.i PART OF THECONST0.UCION ~ ~ ~ Q~d G opOp, 10'CON'OURS 'I II - EXISTING ^VEAHEA]ELEC'PIC SEQUENCE SHOWNON THEPLWY. ~ P ~ _ ~ F ~ i I d. SLOPES SHAIc BE G3ADED NO STEEPERTHgV1:~FlL. S.OFES GREATERTF'AN 10 ~ i ~ ._,i
VI- ~AOP.2 CONTWRS - - E%LS7ING WA FRUJE a ~ _ AEOURE AOEQJATETERPAGNG. T~ ~A ACEM ~ \ ~ I ',55~` - UI 0. / -'1 :IMPS 0' CONST~UGTIONI T ~ ( '
w \ I EX~'TING SA^dipRYYEWEft T~POPERTIESOVVNE4P ELO CONOT ONS WAaRANiO ScGR4DN4 PERMISSION I ~ ~ T DENUOEOUMITS v MUSTAEOBTAINED FROM THEAF.ECED PRO. ER'IDWNR ~ I / -~_~rtJ__ -~--f~---~_(~~~ I _ _ 3~ B. ALL SLOPES MUST BE SEEDED PND MULCHED WTHIN IS WORKING DAYS DR )0 ~i H' W ~ ,r-„--o---- TEMPORARY SIL'FENCE EHISTING STORM DRAINRGE <~;o - ' CAIENOAR JAYS WHICHEVER SSPO.'ER ALl OTYEA AREAS IS VIOAKING DAYS OA / - /~l
N ~ = XISTiNGGASLNF 90GALENOAADAYSWHIGHEYERISSHORTEA AEFEATOEROSIONGONiROL ~ ~ ~ ~_z _ -~~v $ ` E ORDINANCE FOA ADUIi~ONAI REQUIREMEN'S. 5,,~-; f~''i'/ j ~ NTAANOCVEXRT ~iION I \ I~ ~ - _ ^E 'O_ \ r? - I.i S. ALL EROSION CONTROL UFV CES FOROAM MP0.0VEMEfIT CONS'RUCT:OV SHALL \ ~ - ~ ?(f„ P1. _ ~QL2
I EXSTIN6lnY'JEP_6ROU40 CPBLE i R6`tAINUNTILSITP HASBEEN BROUGHT iO-INA. GAADEAND PERMANENTLY ~ ~ _ W _ HECY ! .E a°o 1 STABIII]FD. i _ I" ,3
~ ?OCK LnEC%UAM EXISTING U1 ~Li1+POLE IO.ADO'~TIO,VAL MFISJRES TO CONTROL F309~ON ANO SEDIMENT MAY BE REOUIREO ~A ~F v,m ~~,5,~ fj}A.[) ~ BY iNE EROSION CONTROL INSPELTOn ~ L.Y. ' iIONi AAE IN AEPERENCE TO irt>URYE70RS 0ENCHHARA WHICH ~ ~ u~ e li EXISTING LAT CH BpS.h II. ALL EIEVA EZZ>Y> 1 D
I ~ f ' - I MUST BE VERIFIED BY'ME GENERAL CONTRACTOR PPIOM1TO GROUND ~ ~ ~ ~3`Jd_. ~ - 3 ~ , ~ I L i~Y'PENCe'~NLETPAOTKTION I 6REPXNG r T r ,F cc G BY ~ ~ O~ 7C' [6' 40 K'.~,J= ~O "'I 9 i _ ' FALL EROSION CONTROL fiiOM OP JF ERARCE .O tOPC TEA0.4C_L OESI NEO C~F~VUN~ f~ _
J - BUCK ENGINEER',NG ANU SHWLU OE YS.'A, PER CwAPTFR>OF?HESE PLMIS - _ I].REFER'OSHCfi Co.l9 PDP GONS?RUCi~ON SEQJENCE.
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~ - DENUDED ACREAGE: 11.46 AC EROSION CONTROL NOTES: ~ " CL
G SOIL TYPES' I. ALL EROSION CONTROL ME0.5'J4ES SHALL BE'N ACCORCA'JCE WITH THE N.C. i
I 'T CuB- CECIL•UABAN LANDCOMPLEX ~2T08PERCEM SLOPES Eaos'oN ANOSpoIMEnrconrvoL PLANNING ANO pesIGN MANUAL j Urv URBAN LAND 1.ON~5'.TE 9URIAI PATS REQJIRE AN ONSRE CEMODTION IANDFILC PERMIT FROM FROM THE 20NING ACMINS'i ATOR
_ -~i 1. ANYGP,ADING BEYONC'IiEDEVUDEO IINSSHOWNON'HE PLANISAYIOLATION I FROSI~)N CONTROL. LEGEND II LEGEND ANDSS,JBEC, oARJE. ~H /.GRA~JINC MORE THAN ONE ACRE NITHOJi AN pppAOVFPka0SI0N COMROL
PUN,SAVIDIAT+ON ANOIS SUB,ECT TO0.FINE I e - E%IST. S'COMOUPS I I SSTABIL,ZATION IS l1E8ESi:OP.M OF EAG510N CON ROL TEMPORARY SEEDINGIS E%ISiINGSANISARY SEWER MANHOLE NECESSARY iO ACHIEVE EROSIONCONTROL ~ I y I I OlIARGE DEN'JDEO ARCS ANO
i ~ - - ExIST. I'COMOJAS I Ek'STRVG WA"EA VALVE ESPECIALLY WHEN SPECf CALL7REQUTAEDAS PAP.T OF iHELONS'RUCTION G F j i I I Q E1HOW. ONiIERAN 1I i' PROP. 10'CONTOUAS i 6. SLOPESSHALI BC GAA -D VO STEEPER'HAN 2-i. MlL SLOPES GREATER THAN IO' ~
A~ ~ - - - - FF~STING OVERHEAD ELECTRIC I aFQUTAEADEQVATF TEa1:ACING 777 S NOTAN AJ?NOAIZATION TO G,PADE ADJACENT ~ PAOP.I CO4TOUft5 ~ - ENIST,NG WATERLINE IAPPAOVAL OF TNI FLAN PROP ATE WHEN FLD CCN .ITIO
I~^ i MUS BE OBTAINED FRO THE A~fE VS'NARPA.IJTOFFSITE GRADING, PERMISSION ~I w y , , , , , , , , , , , , • , LIMii50F CONS?RUCSON CTED PROPERTY OWNER. y O Z ~ I. DENUDED LIMIi3 ~ EXLSIING SANM'ARY 5EWF0. B. AlLSLOPfS MUSBESEEDED ANCNNlCHEO WITHIN I5 WO0.KING OAYSOR 30 - _ - -
IITA -b--C ? - TEMPORARY SILT FENCE I CALENpAR PAYS WH'CHEVERISSHORTER.Pll OTHERARE0.51E WORKING DAYSOA ~ ~j ~'I > 5 ~I' 7~ ~ ~ ~ fu ,Ur LL ~ ~ EXISTING ETORM CRAiNAGE ORD VANCE FOA AOG"ONAIERPESUhOATER REFER iO EROSION CONTROL it _ 4' / ; ~ _ ~ Q A MEN'S. ~fY' ~ II i - ~J~. - ~U" h Q TEMP. CONSTRUCTD4 'I
S ~ V _ ~I - - E%SFIiJG GAS L'VE ~ 9, ALL ERGYION fO4'ftOL JEV CE FOR DAM IMPAOVEME4T LONSTRUCTON SHALL ~ ~ 1 ~ AANCEIEXfT i REMAI'V UNTILSI`E HAS BEEN BROJGHT iO FINAL GRADE ANO PERMANENTLY I' II:I r - - EX!ETIN6 UNOFAGKOUVO UBLE STABILI ED. s--~\ /
I O.ADDITIONAI, MEASJNEB OCO N'ROL ENOS~ON AND SEDIMENT MAY AEREQUTA® \ KI iy fiOCK CHECK DAM ~ - j, ±0y~y'~~"J0 BY THE EftO510N COM'ROL INSPEC;DR I - c OJWA'• EIS?'LNG I; : "Y FbE i_ .r L 'C s T ' I I i - 11. All ELEVATIONS AAE NREFEAENCE TO-HE ~U4VEYORS BFNCI+MAPk WHICH L_ 77jj
W _ MUST BE VERF'ED fiY'HE GFIJEAPL CONTPAC?ORPAOP TO GROUND u~~ ^E<Y EXISTING CATGFI B0.SIN BREAKING A r ~ _ _ E _ ~ T 'L SILT EENCE~NLET RiOTECT10N 17. ALL EROSION COI,TP,D.faq't'OP OF'fRPACE TO TOP OPTERWICE6DES,GIJED BY ~ ~ ~JT Qm "V-,
I rx BJCK NCI. E NEEAING'ANC SfIOJ' +JBI S- 5 F'HES `C~ 2$ E N TALL ^ ~ LFE .CHAPLER 0 E PWJS LV U _ IJ. REFER TO SHEET C4IJ FOR CONSTAUC'ION SEQUENCE. ~ ~ I~ ~ EZZ~Y - - ~ ~y I~ o a' so' Ao~ I a„ 3u~~'~ -
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_ IH'M c ?^AN ONE CONTIGUOUS ACRE ~ V _ PLANTEC OR OTHE9 NS I ~ IOE VJ THII SWOAKIiJG~EftO510N MJST BE - V_T4ENCH - _ THE TAROT UPON WHIG FI, H PACPJ.C NS, V TPORTION OF I 1 F DAYSO THA VLI r - VNOER'AKE` pROVlDFD H. THIS SF,gLx NJ:.M1pPL"!O CLrgpOT BEND ;L M CUMPA(TEp FILL - - _ _ I 0a.. _ V ~.w_~- l ~ THE HASIN O`ARESERVOIR IAT R' DUVD FOAMI{G ~
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I - I !~J SE UENC + aG F- y ~ _ - - ?CApWA ASPd.NO4,,p ~r, I. AIL EROSIO,V CONTROL MCAS=. Q 9E5' >N ALL.4: FE IN ACCORDANCE 1Y17H THE N ~ ' - LI_, B =~~WIRE EROSION ANLiiEO~ T .C. I ME N - _ ° _ cGYI I 0 ; .~Gf-.n RO.P OB' ~Sr .AN iAIN G' .iL;'-' 1)IfN.N e I NIhG. MDIp" ~ R•..T I EE_ „ 4Np DESI P.. e1.. A, ~ U - _ 10NSI GN MAN vC Q I TE UA ALL - _ I BGRIAIP L 0TH-' R. ~iS AEQU Rc eN ON SITE DEMOLI iION LLVpFILL PEAMITFROM gNYLAND D!$TUAH~,N; AOTIVITY `^APPLICgBLE PERMITS PRIOq Tp ~ W 2 ~ I,~ 7I ~~ra,>o RO+v~~PE ~ ; FRDM rHe zoNlr~aoMl^s, T~ J ~q O i
- IJ--I 3. ANY GRADING BEYOND HE DEYU EO LIMITS iNOWN ON'1fE PLAN LSITY SCHEDVLFAPAE CONSIRU T',ON COhFERfNCF WITH THEOWNEA A.1 ~ vl ~ C - II'TI I-i~,pl ICI i C
' GENE ''^4~• ~ ~ AND IS BVBiEC 10AFINR. OIATION COV'RgGTOR9 FOR N'L JSTUABA, CE AND00. EACSOM1 COY"0.0L O AND EROSION CONTP.OLA„*JOAITY oFp~NNEt TO p15LJ1SS iNFP W Z 4.GMp NG MGgE ihANO ARE WI'HOUf AN APPR04ED EROSION CONFROL FND TNF EROSION CGV'gOL PLAN RQK' ~ ` U pAt NO F$ PIANISAVIOLATION AN IS UHJECT FOA,INE. J FLAG THE CONSfRU,. ONiM175 MTn ~ ~ S. $iABILI2ATON S i' NVp MAgK v / 10R41NAGE AAEq SHgIL OE LESS iHgN IMACAEPERIGD FEET OFFEN[E. Y/5Ec I HERESY ruPh DHEROSICN CONTROL iC{JPO $T9UCTURES VOTED iO gEMAiN aY'REE500.ANY E(ISTI,YG ~ V ~ LOEPTH OF WgTEq BFNINOFEVCE EHALLM1Oi EXCEED I,S FEET G / ~ ~ NECESSARYiOACh.EVEERO,ON RARY SEEDING I$ q, Si VJ U
I CONTROLO.-LARGE OEYUD pAAEAS ANp ABI.IZE CONS1 qlC. fiN 0.03 COFS'RJC`OVRWTES ANO U Q `.]ORRSNPOpGEMENTOF FAORCIRBNGAUGEMSH WITH b"SA[;NG, EC Y'U 5'ti ~+.r.,.q+rt ESPECNLLY WHEY SPECI CAL;'gEQJRED A.AATOr 1Hcc,ONSTRUC110N EQUPMEM1.. d0.fING AnEA WITH[ N ' w°r!~~xj[gR'y! -CONSTRUCT FENCE iROMq CONTINUOUS ROLL IONISSHgLt ObEAtAP qT Tai SEQUENCE SHOWIN ON THE 5. RAPE. AN07eMP0 C I ~ II N
L 4'.MINIMIIM ~ ~ .,.FC. ERG, OA 6. SLOPES SHALL BE GRADED 40M`*!o N=ALL SEDIMENT FEM_ES TEMPGM.RY ROCK DAMS, AN AYVEGE'A'IOV. W Q ~ O S.'.F WIRE MESH IS USEp, FENCE POST SPAGNG MAY B<B MAXIMUM ~ ~ I AEQUTAEACFQUAiE TENRACING. EflOS,ON CO' EQ 00T 1 ER THAN F,4ELOPES GRGTEA THgN Ip' SON CON'RCL DEV,CyfW SHOWN ON PLANS ANO 0.S AL OIIREA OiHEq ~ L I s, e.= + b. CO NOi A}TAC, cgBRIC iO E%ISTINO TREES ~ 1. APPROVAL Of'H;S P.gN.E VO"/eNA J'Y~IIhEFFCTOR HE ~F ~ T. INSHCf FENCS JThOR~.. 6. PERFORH vY L LL1
v.. WEIXLYANO AFTEN RAINFALL& ' ' ,u11 NT LANDC r .,cw. FN,S R _ _ P Oi -OG ~ LEAR~NG ur. MA EPA. ft PA rl DEMMEDIAT RS SNAIL AE o_ OPERTIES WN'-~ DEAD E4 .cIJGpNJ- ELY. sm I , ~ EJr LAC T CFAD,"L a E 1 . ~ • „I,,,, I__~ I N I.NS'.NAR CJLVERT Z ~ I AqM IS RF MUST BEOA AINE]FROM M_A, OFF-SITE GRADING, PERMISSION .MOVED AND S`AEAM MNKS P.nE GaApiO RELOCATE S'.^' ~ L I VOLUMES r ~ y NELFSkRY iO ENSLA.[ADEQUgTE STOPAGE _ L O, RFNOVE SEDIMEM1ipEPOS113 AS _ I B.ALLSLOPESMJSi BE SEEDED ANO VULCO E~N17,y N~5 WOAKIN FENCE pT TOPDi ANK" yFW TOP Or BANK LOCA~OYAS GRAPES CFIANGF.. O
' J GUAY$OA30 B PROTECT ANC MA 4.q;N ALL ROSION COYTgOL DE+:CESATALL TIMES. Z 4,PAEIABR CATFOSIL ECHOES NDTACCEp'ABIF. ( ~ CALENDAR OArS NHIGNEYE,S +?GRiER A.L T. 9. gPPIY IEMPDRA ' - I I 90 CALENDAR pAH. ~ HEA AREAS IS WORKING RY ANU PERMAN.VJT $TA011' U o td =WNICHE'viR HCR ER EEf'cR TO WOSION CONigIX A750R DG ~i2AP04, SEEDING EOpCNG. ~ CHING, AND/OR.rR " ~ ~ H
I ~.HARL(ITTE -_--..-.-"---_--_____--_--==.~11 i 9ALLDERNOS ON LONTAOLICNAL REAL NEMEN'S MUl.L12E ALL OPEN AR: ~ON hL~. R6EDAREIS, SI~~ rENCt ' 'PLChLEVAL`R6 r Io. STAB -as. opsaLnrun~ .i (L pEVCES 0,.04M iMPRCVEMEF.'CONSIAUCTION SHALL II. MAEMENANCFINSP - NCSGPE WIT'-. TREES, SHRUBS, ~A~'~~ DEI E[OP$.}\Ij ~ REMAIN UN~.I c.NAS HELN SaI U„HTTC FINJV GR4DEAN0 EVi O.NS L
_ ~ L PERMgNFMLY Q~ L STANDARDS ~ I\ ~ J T ' ICA~IU2Ep. AND AFTER EYEt` SNA LBEFROAME]ANO OOCUME N.T.S. ~ ' ~ - [ ~'qA'N ALLPYF\T. gN;'ANOA~.. AEPA RSED WEEkI" - =I'+ yp~ .DOLT DNA. MEAS.RFS TOCON: RO PER, ORMEU I+IMEp qif l'"NpCCJ. ;YTEL'M1 iHE.hSPECP SHELL BE - AY THE EROS'OIV LONi>0 Oh ANO SEDME+.i MAY~REQUIREO REFERENCE NUR N.AgOI NA EA0S10^. qNp ~ ON LOG.
_ 11. Atl fIEYATI0N5 A,iE !N RE EA ff E ORT 5_0 MEM CONTROL MANUq I 'E ;.YETOgSHEM1CHM4gN WHICH SEC'IONS ECI to OR q. O. IONq h'FORMATION. ENi RE., MUST BE VEAIflEp BYTHErE lcRpL CON AACiOA PF,O0.roGR0'JND OJft~NG CUNSiFJ",9N SHALT eE THLSOLE RESPONS'BRItt OFTHEGENERAlE I BREAKING CONTRACTOR.
- 11. ALL EROSION "`N'fOIF OF OF TENRACE iO'OP OF iFAPACE IS DESIGNED It. JPOV CONSiRUC~O: COMP'ET;OINT _ OY BJCK ENL:VFEJNG ANO';OJ DBE iNSTA'LEp PER GAPTEASOFT{,gE MAI IFHANCE REPO. SIAU,ES HI PROPERtt OWNER ACQJ~gESALLS.iE PLANS.
DENUDED ACREAGE: U,qg AC
SOIL TYPES: CuA CECILUR5AN LAND COMPLEX ~ 1 TO 8 PERCEM SLOPES
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AF m ~ ~ '.iHE'NS ALU LOP. LUCATIONOFALL 9ACRFLGW-REYCf•I.'.0^I ASSFMBL!Ei iHP11 BE !L'T K A' 019 H:L?.L.AB OCE M1ECUiAiCtvS-'DOtl ~,L 5. _AfI~CETAPSjl INCH'O0. WA'ER4 NCHFORSANITAATSEWE9, AND 1'~fvCNfON IJ AIMEIFVA'IONSAREGIVEN'Gi;IEEC"EOFASPHA!TORP.i FIN~SHE^v GRAJEIN I NEW FINIeHEDCOhTOJRS SNOWNARETOP OF PR.~NmINANc.V'O RECENE u
4ti:,A•.JSM...SEv oY LJ~A..:I~Jtt ANP CItt OFCHAALOTTE PSAIS°:I~,BLE. IRRIGATION AAE REQUIfiEO AS INDICATEO ON iHEPUNE. THE CONTRACTOR SFIP1L UNPAVCJ AREAS. PAVEMENT AND TOP OF TOPSOIL IN AAFAS TG BE SEEOEp. Q ~ :'L AN 0., A.HA P4UNUES ABPF W RKN EVV ROVME%T F^uRt N AVJ ) MAIN.EPM'uV,THIS4REA 5RA LEE EAO YACCESSIBL.,AWA~0.CM RIVAL. CODRO.NRTETNEE%ACT LOCATION OFiHEiAI5. HAZAfiCS ANO cREE F49MGA MME COCA GV MUST MEETNEQJIREMEVTS of RLLL iA. 1'A' AEN AV' - R AL PO I"YL HLORIDE (PVCj EXCEPT PS NOTED 1)ftvELEVA'IONS G,VEN ON.Hf1E VANS 0.4E APFROX'MATE ANO ACRE FOR Ib)GRAOING CONTRACTORS SHALL NOTIFY AVp COOPERA'c WITH ALLVIILITY /`fl) ~ } L
IM1FORMAT'ONAL PI.'RPOk50NLY, ACTUAL 4IM ELEVATIONS SHALL BE CETERM~NEO BY COMPANIES OR P.RMS HAYING F0.CIU?IEb ON OA ADIACENi iO?HE SITE BEFCRE Y Q A' NGRI TES LE F:'REPLANNING, lONING,C^Y pEPAR iMENT OF TAANSI'CRTA?ION PANS 0~. t. Af C. SH PROVIG ALL'fA fRI0.L AN~APPUftTPN4NCES 10. ALL`:rgTFR AND iRNITARY BEWF~R MATE0.1AL5 ANJ CONSTRIKi!ON SHALL BE PEA V:.FSSAi ON PI Z ~ ICCGT OP NOXTHCAAOIINA pEP0.FT.MENf OF TPANSPORIATIU1d. R E O.L.: EBTALA IOJO?iF'EUTIi TES. ALL MPES:JJ0 ci".P7G5 CMUp STRNDARCSANG SPECIF:CA110N5OR MEET NC BJILJ!NG CODE, VOI'JME CNTRACTOR AND AD~UiiEDTO MATCH ELO CONOITIOIJS. pISTURBING,ALTERING,REMOVING, RELOCATING, AOjUSfING OR CONNECTING TOSAIO W A!Bf VPEC. N f:-bU r, M1G.vSPEC'CRPRGRT BENG COVERED. I.PLUMB,NG. AS APPLICABLE. S0.Nf'ARY SEWER PIPE=SpA3S WC. ?ACILIT ES CON'RACTOAS SHALL PAY ALLCOSTSINCCNNC ONWITH THE ALTERATION ~ \ ~ ~
Bi CCORDINATEALLCGRb ANO S`ftEETGAADEi ATINTEASECTIONS Wi'H:NSPEC`Oft_ OF OR RELOCATION OF THE FACIU'IEB CONTRACTORS SHALL AA'eUR:OWF_A TOPSOF V Z. ThERE S:vALL0E N0 APS ?IPING BRANCHES JNAPPROVEO bYPgU IV ,HYONA4,. EX,STING MANHOLES 0.S EQUIRED i0 RI0.TCH HNISHEp GRAOEE. F.4E OEPAN?VENT CONNECTNV POINTS, NOTHER WA'ERUSI+IG APHAT VANCES S'~ILE.OHERWISfN"c CV'4E PLANS, ALL WAEFR LiNFS SHALL BEINEiAI.!ECATA iI. ALL FYC WATER PIPES SHALL BEARTHE NATIONA!SANIl ATION FOUNOATp,Y jNSF) Rl ppogOVA10'F ThIS FLAN iS NOi AN dUiH041ZATI.GN TO GNAOE AO~ACENT MROPERTIES. ~ CONNECTE]TO THE SUPPLY LINE BETWEEN ANr VVR'EF. ME'FRA ip I.S..MV;,~AEQL'RD MV,MvM E.rGF CJE G CFEET. SEAL OF APPFOVgL 19)GRADLNG CONTRACTOR SHALL COOPERATE ANp VlGRN WITH ALL OTHER _
BACMO.l P.4 VENTER 51 IN ORDER TO ENSURE PROPER GRAINAGf,KEEPAMINIMUM O?B,E8 k5LOPE ON THE CON?RACiOAS PERFORMING WORK ON THIS PROfECi TO~NBURE PROPERAND TFMELY ~ ~ ~ ~U`!AC RIA'LA~!L.LO AT,UN OFPROOEvYA cR LINES A4 ftEQUL4ECTO 12, RFVI(WAN^u APPROYALOr THEPUNS DOES NOT REUEYETHE9YY'NERCONTRACiOR CURB. COMPLc'TIONOF?HIS PAO,ECT AVCI'JC Vf SW.IH SNOR,SEWEn ANDOTH RUTIL TES. GROEVk'~_OPER FROM MEETING ALL THE REQUI0.EMENiS OF THESTANDARDS AND ~
E,WATER'IVES:2'REDLCEGPRESSUFEPRNC.PIC OA K'OWPNE'VN hASSE"6VE, RPJ P F'"-Ti0N50FCHA4lOTTE MECKLENAL'RG JTILIiYDEPPRifiENTORNC BUILONG d)CJA6 AIVCGUTTEASHGWNON4LANS MA+BEApjUSTEDBKECUPON?IELO STAKING .pITNEGAADINGCOMRACTORSHALLUSEWHATEVERMFASJPES ARE ?E JIREDTO .HALL BE NSTALlEGA804EGRJUND W;THIVI SJU,E]bNCi2.L tAROCJTS.DE aLGV'AC .]fiSHALLI`+:TAIcL'ILI`IE$TO WITHINS OF BNLGI!JGi FOUNTAIN. ('OOEVOLUME,i Ai APPLIC0.BIE. Q Z ZGNING SETBACKAPEhS PER CMVp AEQU.REMFN S.ENCLOSiJRE7 VCLLO'DRAh B1 CI.?`"ENGINEER. ASSOC'.ATECS?OAM GRAINAGEMAYAISG REWIRE MOpIFICATI04 PREVENT SILT AND CDNSTRUCTION DEBRIS FROM FLOWING ONTO AOjACEM PROPERTIES. ~ l 1 y
PORTS FOROBCHARGE .NAT ftPcRC Jp REQU AFMEV?S. (S ReO P~yl LU1BF^0..NCONT.A.IOR SHAT. EE AE'.fONSIBLE WRUT:TIES VVI'HINi'Of BUILDING' BAScDUPONFlElO CONGRIONS. CONTPACTORSHALL COMPLYWTHALL LOCAL, STATE ANL FEDERAL EROSION SEDIMEM v J N..mb'y(RFa/4"~2"A4eve Grovnd8.:'Alov Pre,enNa.Smkarv Dem~~o,Aen,.Sl. I ONEi4VCTI0NOF UTILf'Y LINES MAY NOi REGiN UNirL ALL FEFSA4EPAIU,ALL ANJ SILTATION ORDINANCES. CONTAACTOASHALL 4EMCVE All iEMPOPARYERCSON ~ Z ti N PRMITS RAE PRESENT ON SITE ANG NOTIFICATION OF CONSTRUCTION IS MA0ETOTMC ]J THE hIRPOSE O?'HESTORM DRAINAGE E4SEMENT:S TO PAGVIJESTO0.M lvATEfi CONTROL ETAUCTURES'JPON COMPLETION OF PERMANEhf GPAI,JAGE FACIL'T'ES ANp ! L I 1 RFER OP MB VG SrIEfiR Po.4GOOROINATIONOF BULOINGIFIX,NThN J?I!Ii,FS APPLICABLBPERMITiINGAGENCIEBWITH THEIRPOIIUEi CONVEYANCE ANJ ANY STRUCTURES ANDIOAOBSTP.UCTION TO STORMWATERflGW15 NOTBEFOREAILAAEAS DRAINING INTOTMESE STAUCTURESARE SUFTIGENTLI STAEILI?E0. ~ ~,jJ
J IRAIGAi ON LINE:? REDUCEO PAESSURf PrUNCIPLC BACKFIOW PREYEVTION 0.4R'MBUES W, HMP AN A ~ I.L S PAOHI.81TE0. J ~ o fRPI SHALL BE,Ni'Al!cp ABOV[ GROUND WI H V NSULAIE~C ENC OSJPE Al J GJTB.CF IS GRA` QTY iEWER SHALL MEET ALL REQUIREMENTS OF CHAPI OTTE MECKLEN&1XG 11) FOA ANY WORK ON THE 5?ATE OR Cltt ft:GHTOF WA', THE GRADING CONTMCT04 X .ONNG SETBAC<ARERS FER CMJC AEQU'RE ENS ENC:OBURECVCIJ0 ' 'V .::,N'4A UA'nIL HA;. PXOPOS CU,LI ^,FS'vVITH4%9 WOOp POST PANTED UTILI'Y..~EPARTMENt~GRAVITYSEWERMINIMVMDESIGNCRITERIAINCLUCING MATERIAL, B)CONSifiJCT~.ONSFAL~BEINA0O0RDANCEW'ITH CHAALOTFE_MEC<LENRVriGUTIIRY SHALL
PORTS FOR DISCHARGE WAIERPERCMUD FEQUIR'MENS.'SeeRC MP re Pr. _pl yeLiOWA S'PROh NIf!DINGI.,I~NTA~NS FACE. INSTALUTIONANDTESTING 0.NDINSPECTIONAEQUIREMENIS. OEPAATMEN~. STANOARUSPECIFlCpiIONSCHARLOTIEMECNLENEVRG LAND NYOTSTORF MATERIAL, E%CESb DIRT OA Wenhly (RPJ314'~1'Abave Gound Bunaw PrevenAOO CUndvrd Or~ Sh pEVELOPEMENT STANDARD', ANDSPEC'.FICATR)PR, ANp AILOTiER C`TY, STAFF ANO EQUIPMENT INTHE RIGHTAF~WAY E. 'hEL TES "I..UAi'.S HE4EGr euOWP.CNTHEDYAWN S,AEPREe.E\' pUCTILE IRONHPEjP.EDARASS FOR Z'WATE5PIPE)REQJIREDFOR 80TH WATERANO iEOERAIAEG'JLATIOVSANDIORSTANCAP.CS. ;NCASEOFMULTIUNEHIGHWAYB. THE
i,REJUCEG FRESSJRE PRVCIPLE A<SEMBUES IRPJ MUS"COVfORM TO CMUC' T!-F OFS_LEPa UN~E.KSTAJJ NG OF EXRT'NG U'IIITIE~If THE CONSTAVC. ANAARF. SANI?TRY SEY:ER LIVES IF THE FOLLOWING CLEAPANCES AAE NOT MET. PAVEMENTSHALL BE KEPT FREE FRp4 ANYHUO SPEC.FICATIOhS REFER TO CMIID PPPROYEO JSTOFBPLS. 'hE C01 NAC RSH 1e~EP-?THE LOCATON, DERµANDE%ISTEPJC, OF ALL VPI,'IES 'WATER!NE CROSSING UNDERSEWERUNE IFOA ANYCICEJ, ~ALLSHORINGSHALL REIN ACCORDANCE TIJ OSHATRENCHING STgN0AAU5, PART 1926 pAE%CAVATiON WASTE F0.0M TAULKSOft OTrIEi
(FLECTRIA YA ~E cPHC.EGAA ~AN.TAFYSE'WERSTORMGPWNETC; W`THIN THE IB"~IERTICPL FOR WATERLINEINSTALLEDABOYE SEWEAUhE. SLBPART P, AS AMENDED. EQVIPMENi.ON COMPLETION OP THEWOAK AIL d fHE MIN.MUi9 HEIGHT'RO"TMe AE'.;EF POR':O THE GAC:JNG SHALL BE I"e AND H COh S'Y CT GN PU W'hr HE OWhc4 AND.CA THE AFP EXCESS MATERIAL SHALL BE REMOVED ffiGM THE MAX'MLYY IGHI SHALL 9E ]O. ROFRIA'E'S J'YCOMPANY B'P:OR.ZONTALSEPARATION FOR WATERLINE PAWllLEL TO SEWERLiNE IB)COY'RAOOft SMALL VERIF"LOCRi~OV ANU CEPTH OF ALi VNOERGAOVNOIRiIITIES RiGHT~OFWAY. PR,00. C9c4 NV VG Ad EY AVATIUN OA CO\bi0.l)C ON ALLUO 0 dIX1611~1WB1 )01,IB"VERTICAL SFPAAATIONIN SEPARATEDITCNEB). PRIOR OCONSTAUL"TON. B)PAOVIDE ALL NECESSARY AND ADEQUATE SAFETY
7. EACH CMUp PEQUIFEOBPH IS REQU.REC OBE TESTED 9YALMUCAPPRO'+EC CEX FED 18 C!P PRO., ~ IG. H~ON'SSION ON HE.N 1U510NOF UT'IT' OC4T. :5 "rOR W'ATE4 LINES Il"CLEARANCE WfTH STORM DRAINS, GAS MAINS. PRECAUTIONS SVCHASBIGW,FOGS, LIGHT TESTER PRIORTO PLACING THE WATFA SYSFEM.N SERVICE "J?HEYLA\ S. 07108E ONSIDER OAS THfi NONEXISTENCE OF.ORA DEFINI'E iKBPHONE pVCib, ANDUNDERGROVND CA8LE5. II)~PROFOSED IJTIVTIES IS INSTRLLEO W.THIN II NLHES, HOR120NTAL OAYEATICPl, BARRICADES ANp FLAGMEN AS REQUIRED BI"}& LOCATO JOf :TINGLING ROJND JTI!~RES. ANY DAMAGETO EX STIVG LTILITka cROMAGAS MAIN, THE rOMRAC'OR SHALL INFO0.M PEDMONT VATVRAl G0.5CQMP.ANY. LOCAL AU'HOAITIES AND IN ACCORDANCE WRN
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FARE VEPARTMEM CONNECTION POINTS. OR U'HER W.4TEA USING.4RURTENANCEE MINIMUM DEP'H OF CGiERUE )G FEET. E COVNE(?ED TO THE SUPPLY L'.INE BETWEEN ANY WA FEA ~p ANOIS CM,UD~REQU~ReJ BAC=LOW PREVENTER 4 CUVT: AG:OR SHAEAD~IlS~ L~^l:A'( -~s~:JT"JR~ V'IJES AS REQI!IkED:O iF ~ i
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ZON VG SE?BACKAREAS PER CMUOPEQUIREMENiS ENCLO6 RE TO INC'IIE DRAIN OV`F'nACCOA SHA'BER SCnIS!BLE~R 5'r, 'v.'-Of BUIL'JIiNG. y ire'' POA3 FOADISCHA0.GE WATEP.PERLMUD REQJ REM N?S !S d'YPzs:use PncrlP'e ZS~ An. PPI.A'-7A6°ve Ground Becht Pe SvedrMO r. Shn l:l. 6. RE'ER OPLUMB~4G ENE:TS FOR COOK u, uJ.JING UT CITIES WICH y6~ Z a ~ ~
MEC`~'ANICAi UNAW NHS III~~~~IIE ~ RN Gar10nl LINE 1" REDUCED PRBSSUPE PRINCIPLE RAGRTIOW PKEJENT30N ASSEM&IBS ~RF! EFlAL 6E INSTALLED A80VE GAODND'N^HIN IN6.1lA'f?,^. NJCIOSURCAND OVTSIUE CONTRACTOR iFALL MAP,:F'.UPCSED U-'U''~EE-r~+vh 4',tn W00D POST PAINTEEI
ZONNG FBACK A7FA5 PER CMDO AEQJIAEMENtt ENJ:"ISUAROiNCLUCE DRNN Y'.U_OW A'7FAOM 6U~LDIVG c0.CE. PORTS"ORDESCHARGE WATER PER GMUD REQU.AEMENiE.( ltd "PrenUre A~.nclPe I A y IRFJ 3,'/'~'!"Poore Ground Bukfl P S nde.~d De h c:Sd 6 THE UTILITIES AVD iHE'OCA'IONiT ER >H ~N IiE DRAW NGS. hFPRFSEN"
~E DESIGNERS UhDERS~ANC NG OFcS _Iti YE CON6TRUCFION hREA I S. REDUCED PRES6UREPRINCIPIE ASSEMBL,FS jRPI FR)6TLONfORMTOCMUD iHBCONTMCTOft SMALL VEIUFY TNEIOCATICN, CEY IW. AND EwSTHJCE OFALL UPU'If3 (,L~ SPECI'GiTIONS.ftEFEAiO CMUD AFPROVEb lIS70F B°S'S. (c1ECTA'.CAL,YfA'ER, TELEPHONE GAS. SAN TARr SEWER STORti D?AN ETG)WITHIN OiE
CONSTRUCTION ARFF W.TH:HE OY'VVER NVG10P THE APYROPRUiF LTILITY GOMPAV7 ,~Y 6. THE M!WMUM HEIGHT rROM THE RELIEF POR?TO iti GROUND SHALL OE Il"AND ",TIE PRIOR iO BEGINNING ANr EXCAVAT ~rJOR GONPTP.UCTION. CALLULOCO ~!EOOSBM949! i
MAX MJM HEIGHT 6HALL Psc )0'. iB HOURS PRIOR TO DIGGING iNE OMISE~ON OP`.HE f:GbiON OF IIT'~lf'ILOCATIO^6 I rs\ I c.ACH CMUP1fQUlAED bPH3 REQUIRED iG AE TEi IibiYF CMU0.API'AOVED CERTIiIEC ON THE PUINS IS NOTTO BE COfhiDERE0 A5-ME N0.NJIiTENCE LF, ORA DE?IN~1F ~ LOCATION OF EXIS'ING UNDEAGROU^fD U~L'ES. A;4Y DAMAGE"OE%S'ING U'ILITIES
TFiTER PR OR ro PLACING TMF WATER SYSTEM INSERVICE SHALIBE REPAIRED Ri THE CONIAACTOR'S E'PHJSE V B. THE INS`&lATION SHALL BE INACCOADAYCE WI THE IAN"PA TL'RERi 9, iEAVICETAPS (21NCHE OR WATFP.4 C PNI'P.RY SEWCR 4NUI~NCH'OR
INfORMATIOV. nIORTH CAROUNA6TATE &11LDING CODEJ.,c .AVD lFIUO. IRRIGATIONI ARE AEQUIREDA PI,!CriED 4EP~NS. Fr,c U..J'.PACTOR SHAU. COORDINATE THE EXAC l '0. ~OIVO of M. i
IQ ALL WATFAAND SANITARY 6EWeA MA.TEF'.%.LS hN:. CCN6TAUCTIONSHALL NE PE,R CMUO STANDARDS AND SPECIFICATIONS CR i1EET ^Y FJI.OiNG CODE, VOLUME I PLUMBING, AS APPLICABIE,SAN,ITARYSEWEP. P.Pt=SGP. )S JJL
I I. ALL PVC WA ~ EP vIPES SNAIL BEAR THE NA'IONA: ShVI FA',~ON iCUNDATION M6` SEAL OFAPMtOVAL
11. REVIE`N AND APPAO'JAl Ur i N~ MANi DVES .b ~ RELIEVE THEOWNER CONTRACTOR. GR DEVELOPER FROM MEETING ALL Thf RCQUIRPIENTE OFTHESTANDARD6 AND I i
SPECIFICATIONS OF CHARLOTTE MECRfNEU',J'u'~L'Y OEPAIiTMENT OR NC B'JILOING CODE VOLUMEI10.S APPRiCA&.E. I
Il CONSTRUCTION OF JTIL""LANES MA±"NG?tEG~N UNTL AIL FEES ARE PAID, ALI PEACIITS ARE PRESENT ON SITE AND iJCTFlCA"ON 01 CONSTRUCTION IS MADE TOTHE
APPLICABLE PERMITTING AGENOES Vfl'H THHR POLICIES. 31. GPAVI'; SEWERSY.ALL MEET A!LREQ'JIREMENTS OfCHP.RIOTTE MELKLEN&lAG TG T. C
lITILIT:"DFPARTMENT~GRAVI'l SEWER MINIMUM DLIGN CP,ITERIA INCLUDING MATERIAL G IN:TFLlAT1pN.AND TESTING ANG iNSPEC(I(Xl0.FQ'J~REM6NT;. O y
' !E DUCTILE IRON PIPE(P.EO RRASi PJR1'W.A ~'a na'~nEQUiKEV Wft BOTH WATER AND 4 ,L', a~ SANITARY SEWER LINES IP THEfOLLOWUiG CLEAVANCES ARE NOT MET. C)i y 1Q 'YJATER L'NE CRC,SING' ,TEN NE F P N i g lx' JCL
'IB"VEA'.CAL OA WA R-I JE INS" P Y ,n..INE i~~ ' 0 HORIZONTAi ~EPAP.AT ON fOP. WFI EA uNE PARA:IE! TO SEWER L'NE (O0.1B'VERTICAl6EPARATIONM i~ALAIr Oi"UJESI d
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' MIF'!AP&D TO 14Y - - - ~ ~ ' aR PNPVF vE s I'„ a TREND nasT BE Auawm F9K muancmN a ru < ~ ' ' ~ Moreau. BncxuiJC a rRDgES 4uu aF AaoMnlwe STORM L7R,41Nr1GE NOTES:
I _ I - v- NuraATav urx nE PPE s un, FrE Ft<nROLPO rE ~ - y{a~ j PPE &Ull tlF P.A®NUY85'tDT TO FXCFID 6', I?AM ELVA:VRS ARi GVENTO"ccOGc Oi AtPHAIT Oft ATNNISHEC GTtRDE:N I.'Jw:INISHE ONO HOWM1 qAE TGP YA NG'NA~Ith+;., RE_.;: 7,K
_ JNPAYED AREAS r'pVE. ENi AV OPOF'OPSO LINArlEW C eES D'. I I 3I ~ $ _ - UDA 4C CRCL4+3T0.VCEi S4iW WATHt Cf P&AM'iFD n I i. ~ µkM' I ro Rey N c~eaRM;Pn s n~ nc Fff lus BeN' ~ R 7 7]RIM ELEVAi~ONS GIVEN ON ~HESc PLANS ARE.RPPAO%~MAIEANG ANF rOR IBJ...,ADING CONIRACTGA6 SHAIL VOTI YAN ~Oa.RnTEW Ac ~
;y ~ PLn®. LOWACM}4 REQL.kFA1eJT54V.LL BE ATT/AID BY ; INFORMA'~ONAI PURo05E50NLY ACTJALAIM ELEVATIONS 6NALl PE DETERMINEDB" COMPANIES OA FIRMS HAVING FAGLITiFS OIJ OFA JA...NTTO EG e.fOPE A ti- K itf USE OF nPAWiEAI SAkPS 011Y. GQI AM DBLY UYDf CONTRACTOR ANC ADJU6TE0 i0 MA'CH HELD CONDTION6. G4S'URBING ALTE9ING, REMONNG, PELOCA~, A t ~ ~ L G J J ORfO Nc SAL _ ~ FAG . CON RAC OASSHAL PA A" OSTS V'G IE ; Nq'ON \ ~ I I OF BAOUl14U1l BE PU®LCOSE AM RIDROUQLY GOMPACI[9 ~ 3)000ADINATE ALLCURB AND STREE'GPAO6S AT INTERSECTIONS W:tH INSPECTOR D RRBLOW ON OF THErACILLIEJ CONTR,.C :cn5 Y4~„Rq.FJ?~.U'hER OPSOF ~y I
I I \ ~ J ~ i, "-'-f ~ EXISTING MANHOLES AS EQUTAED TO MATCJC I;Y1ED G;.d'C(S ,7 ~ ~ [E~ I _ , - r I 1 APPROVAL OF ~ HiS PLAN IS NOT AN AJTHOAIZAPON 0 GAACEAOJACENTPRCFERT~EE. II ~-9 V! g N: BAIXRL A41iFFNL 4Ltll FIAVFW N PUCE COM1IPACTHI DB19TY CF 95A. I
; ",--3S VY ~-R-~+ 191 G~4fwING CCNTRACT01i5HALL COUIrA NO WGrJ(\VI H'+L~O-hLx _ _ I HVY ~ SI NON 0. - 1 S M J d-~', I 3. STAN)ARD PROCTOR MENAL Z'RFLOW RiS'®OUlE 91All BE gp9o DE TOEWURE PROPERDRA~VAGc AEfPAMINIMUM OFO50%6LOPE ON FE CONTRAC'ORS PERPORM~NG YlORKCNrHtPggJECI'G.NSUR P4 PFR AN;, T.M(LY ~-li Vr I -OVY _y ~ I CL'Rfl COMPLETOV OF TH SP0.0ECT. I I S y `t o ' ~ ZZ
4, ALL TRBJ74VL UPERAMNIS STALL MEET 0411 SiplDnRD6. ' Af; B' 1/¢• ' 5, EACRLL MAT&LAL BB`C11H 0.0IDWAY SHNI BE E9FC!BgCl7PI MniHiel ; 6Y LURBAND GUTT[R SYOWN ON PU`.1NA"BE ADJUE1Ep B4SE(I VPON FiLDSTAk,`Y 1pJ 4E GPADIN.;CON'AACTGASMh.L JSE WHATEVER MEASUR -RE ^LJ: TF,'+T9 ~ ~y~' C~ _ µ B CITY ENGINEEA.A6SOGIATEO STORM CRq'NAGEMAY WSD REQUIREMpD ACA'I(,N PP.EJEN'SIIT ANO CONSTRLC ION DEBRIS FAG FLOW tiGV Jp PRO ERT U. I IG~
p! ---»FV M~ TYXitrtr efvaz0 AASEDUPON FIELD CONDITIONS. CONTRACTOR SHAIL COMPYWriHALL LOCAL SIA:E MJU FED RA E0.(.'(, SEC. EM t %'aauvcxarw =R?"tM H ~y„~~Y - ~~j AND E.-iAT~ON OPOINAVCES, CONTRACM,SHT-L-,EMDVEA_ T P 9.o4r cROS10N ~ ~ ~7. ?i',~~ I~ ]r Ti1E rUAPCSt OF'HE STORM DRA'NAGEE4SEMEM IS'O PROVIDE STONM WATER LONT0.0LSTR'JCTURES UOON COMPLETION O.-ENMANENTOAPI At,EA ~Er ANp
~I~ 41P~ro~VUU~ PONVEYA,4CEANp AN'"STNUCTURE6 AYD~OA CBSiRUCT!ON 105"ONM WATERfL04'r NOT AEFORE ALL AREAS DMINING INTO THE RI CTUP.ES AAc,IF C+J.: iIA91UZED y` /i~ AOHIAl1ED. a a ~ r-Vy 'i~J I 1'j FOR ANY WORK ON'NES'A'F, CR fIT"PGIT~OE~WAY, iHF Gry.u; V„M1, kaCTOR e
' :1Y'~ FA,4ME ~I ~ - AS CONSTRLCT ONSHALL BE INACCORCAYCE WITH CHARLOTTE MECK.E',BJRG IRItrv SHAIL I T \ DEPARTMENT 6'ANDARD SPECIrIUT.ON6,CHARIOTTE~MECKLENBURG VWD AJ NOT STORE MATERIpL,fXCESS DIPI OA I. I - 'Pi+f' CEVELOPEMEVT STANDAACSANDSPEC'CA DNS, ANp ALI OTHER CItt, STATE AN'D VU'PMENT'.Y THE RIG'ni OFWAY
FEDE ~ RALAEG'~~LAi.ONBANCICRS"A4UAi^.S _ NCASEOF MULTIIl~NE H:C4WA ,TH ~ ~iEJ PAYEMEN'SHALL BE KEP REE PROM AI' M'D I / -/P'PAO. [9TioM I - r~yt _ 9)AL.SHOR"JG SHAIL BE NaGCDAJANCE IOOSHATAEYGHNGSTANDA~ROS PAFT;9e6 ORE%CAVAT,ON WASTE FFOM.Rl~K69ft..TL EP ~ A.
CFNERALNU7E5_-: II SUBPART P, AS AMENDED. EQUPM N..ON COMPLET ON Of THE WCR(AL. U t} F'' L.I~.L I _ _ EXCESS MATERIAL SHALL BEPEMOVFp FROM YNE ? Ig~" 64~i t. ~ _f t .VI GSIN4941 bE.MC4b ~ ...I... - `~~~-+Bl fknlL lCWIffN ~ ID)COYTRAC UR SHALLVERI?Y LOCgT'ON ANp DEPTH Of ALI UNO-EPGROJNC MTLIiIFS 0.~JHi.OnWAY K R VS! RQY Ti USRIG AKL N Sn100Tµ iPIE f0 Pni1B'JJ.VO ~-E- - - _ - ~ - i 6 P40VICE ALL NECKSAAY ANO AUEfjJnTE 1AEEtt I ~ b a'k,. s ~ a
Rl£ FROM IRCFCrcNB, :MVP H]I£e, 1VMJ' MU GiNA ~BFCD, = PRIOR TO CONS?RUCTION. ) ~a L a I ; _ = i PRECAUTIONSSUC4 AS SIGN6, FLAGSL Hi 'I?' x iJl LnulA Sp Fx RORIe xVl iT9Jr.NAL[aN1 µV,2 'I _ r IF PRUPOSEJL tlES S.NS AI E>W. H.N Il NCHE6 HORIZOVTA'UA\R: L BANRICADES AND FLAGMEN 45 AEC,u'RE BY H ~ ~ ~~?~#~~~I _ _ ~ ~ t V~ FROM AGAS MAIN, TH. CONTPACi0R 6MALL NFOAM PIEDMdJT NANRAL GIU COMP.R^.~ 'OGRE AU HORITIESANDIN ACL9WANLA W!TH O a U im
p(Yd^}B '~AIXU1 RW&' (AEt 0Y `r6A.Nl ~9VB!e ffi HJ0. UNfARY 4WRt - ~ wR c6R~tDN srauCFLw SuJl N1VP'6v`rteAY &W8' qA 9N TFBA A~rJS ~ )704J S15~SSB5 - -NE MANUAL ON UN'.FOiM TRARIL GOMACL `-n v - ND Alf [E`6FRM-\ 1 ) ` 1-00 cetrP J. RE Ra .~.Lfi cc nec rxR,wi xwl.;cf<%f is n[ T- - ' \ `J I JE.ICES E GRAD YG CCNTirC.TOR SHAL'.6E 4 ' µCrt ~ ; I SM /00 tA16 t0IriV4 i I 111 AlLPEY50V5OR AGEYC'EA COY"WOR. NTHE PUBL'C S'REET HIGHWAYC O¢ SJLELY R6PONSIBLE FORANJ NOID HAPMLLiS ^p?
IDrO1CVRJPb GP,F nSTM [fPLYA^.ON nb FClN 6A6 ' - PUBUCRIGYiSOF WAYARE REAPONS'P'E,OR OBTA'N'NG ALLNECESSARV PERMITS, '1PC'iY O, CHAR.OriE iHEA'RTE OF NOAfH av% i F y fFfY AON 49FOA.Uh KZ(n- Yv t]I.f01 ~ RE LWL & flAQO S _ ~'QyER COORD'NATINL TkE WORKWITN AIL AEFECTEDGDYERNMENTAGENLESA IDU'I E' CAROLINA THEARCHrtECT/HJCINEERAND"HF ' ' APPR6'kD GATE I~-'--~ ON SLReLIS M41&W. npPKOVID DATE AND INFORMING OCCUPANiSOfgDACFVT FROPEATIE50f ACCESS IMPAC.SDL TO THE OriNE0. FROM ANYCIILIMSiDA pN1AGE~]OYE?O ar.
_ ~ WORK. , ~ F;CSTIYG PRIVp'E PROPERtt ftiAJC Vi'lR'~ES, W > ; CR TO THE TRAVEL NG FU&.C. CHARLCIIR ~ICC)'L.E~BL~RC CHARLOTTE MECIiLE\~BtiRG ('F.] 3 P IW~ 3= ~
Ia?~D DG'F.IOP3II5T _.J I T TRENCH DETAIL I c1RESPONSIBLTYFORTHPINS'AILAONANpMAN~NANCEDFAGEQJATESAEE' J4EAIYARD090BTANPLLNEEOFDENCROAGHME4i VHOLE FRAME AND COVER D'd'ICES rOR TkE PAOTFCT10NaTl-EP.,~ll['ME WORKERS ANp GENERAL PkG1ECTIUN PcAH TS BEfpRE WDA: WS BFGU•3 MAI , „D,~_ I,AS~ DF~ELOP~fE~'C ST:~\DARCS ~ -~~`1 ~ <sro~ oFTHPwoRKSHAUResTWrHTHEC9NTacroapolNCTHEwoRK. 20.?o T s'TA~D;~Rns FOR STORM DRAIN PIPES 72,GRAJNGL9NTRAL-DRTpLDMPL~WI HALLt-ATE AMCLGCALSFD+tEN ~~5
' ~ 20.25 I ' 1~ 1~ 14)ALL LANE CLOSURES THAT ARE REy„IRFD SHAIL fOLLOW THE UNIFOPN TRAFRC CONTROLAND AIR POL_UTION ORDINANCES OR RULES CONTROL MANUPIAND/00. W.0.i.Cr. MANUAL AS PPPLIGABLE - ].I COM1rRAC'ORSHALL MPORT EJFiICIENMA~CR Al TGCONL O"n T.-NO
° I6JSUBSUAFACE DRAINRGEFAGILR!ES MAY OE REQUIRED IN THESTAEETAIG'.-OF'NAY:I ADDITIONAL COST, IN HE EVE4~0EA5H0 AGE OF RUCTt,Rq. L. DEEMED NELESAAAYeY 1HEINSPEGTOR - CONTRACTOR TO CWAprA'E AU WORK W' H..I HE0.u l N '.ATIONS NOT Z ` _
IA HIGh-0ENSITY POLYETHYLENE IHDPE)S'ORM DRAINAGEPIPE INSTPLIEO WRH~N COVERED INTHESEPWJS(ELECTRIC TELEPHONE GAS CABLE, RC)~A-A.L!W FOR \V _ EXISTING GRP0.0POSFD PUBIC FIGHT Of~WAY MUST BE PPPA0VEp0Y1HECItYS TkEiR OPERATIONE ANO C0Y5TRUCTIOfJ TD OE FERF00.M D. INSPECTOR P90R 70 ANY BACKcI BEING PLACED. BACKfILLMATERIAL MUST BE
I _ _ - -19 TK', ~ ~ f3PROVEO BY THE LiTY NSPEC'OAP~CIOA'O FtACEMENi OFTHE MATERIAL Vfi HIN;,MF. 1S)!'OY'RAC'pN 5MP1LAFPAIR CA 0.EP,Al EN k~NC A,4Y JAr. Af Fr:A 9iL;,,ti AS A()r,S- _ ~®~~,n~, CO'~'98fxNE !T1 aln PUBLICS"REST RIGNT-OFWAT FESU?OF HIS WORK. I, r. - t i!65 GilEtM; N IXY'BJADtB, i - - - I I,_--_. _
'i V 'DNGAAMIY, OR MATBiU15 ~ ~IT ~~N '1d)pLLLINEAN FOOTAGE FOR ALL PIPES AREAW0.0XIHATE ACNA..4„A_Ic. QUA~,^IT;ES 'I ; PiGM 4p4 RpWN MAY ILSO ~ - b I ~ - j +Y-~y I MAY VA9Y.
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r- _ ~ N, zE_~r~ m, HRUBS AND GROUNDCOV~RS - - ~ a~A I
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(TYP.BEHIND EA, 1. 6RiDCE STRUCTURE SHALL BE A PRE-r".ABRICNTED BRIDG'F ~ (BY OTHERS) ENTRANCE WALL _ ABUTMENT IMALL) SYSTEM AND SHALL BE CONSTRUCTED PER THE i~lANUFAC"-1RES I ~ o
~ TIERDD ANCHOR 17YP,EA.END) RE,COMMtNDATIONS. ~ , e fBY OTHERSI 9 2 CONCRETE FOR BRIDGE FOOTING AND CAST-.rti-F'LACE ABUTMENT m .i a ~ry
--~-~'T~~-~~ WA''~L SHALL BF CLASS A. `o y i ~ I I I \ \ \ ~ ~ 1 ' mm~
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i' BRIDGE~TRUCTitRE ~ i 4, r:)R PiLE PANEL WAL_ DETAILS,SEc SHEET 59.6: ~ i'\` I i IBY OTH..RS, i~ I I~
ill ~ i E ~ ~ i ~r//~ I'~ ii ~ I Iii PRECAST CONCRETE
HP 12X5 i~' i I i r r T CAST IN PLkC~ I , I PANELS YPJ , TYP.)-ti~ ~ c.1
'II i!___a=:.,,, ABUTMENT 'NA.I.L ~ i , i
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(BY OTHERS) L ,F a 4F ~ r ~ ~ ~ 1 3'-0" 6'-0" 9'-U" ~ - ~ ~ U Q W
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HP 1P,;53 / r- BRIDGE STRUM lRE ? f / ' (dY OTHERS) i ~ ~ ~ 10`-C° I iu'-0" ~ 20'-0" 2'-0"
TIERDD ANCiiOR ` - - CAST-IN-PLACE CONCRETE i ~ ~ c+ I ABUTM_hT WALL ® 5'-0' ~ °'-0" ~-'.4'-0" - i
~ NP 12X53 ;TYP.? _ , _ STONE rACiNG 10'i 12'-0" I 12'-O" 24`-0" 2'-0' (
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~ MATERIAL 6~ MATERIAL it (TYPJ
CONCi?EIE PLANTER 'WkLL (iYP.i 9~- 9~~ ~ TYPJ ~ (TYP.
~i ~ 2'-0" 0`-6" 2`-0"
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ro-----__-.~----- _ 186'-s°± 1~•~ i 1 IV.~TE<~
1. CONTRACTOR SHALL FIELD VERIFY THAT THERE I~ a CONFLICTS
BET!N'EEN THE WALL SYSTEM AND ANY UTI'~_ITIE~ PRIOR TG ~ a z e PRO?OSED INSTALLING ANY' PORTION OF THE WALL. z< ~
GROUNDLINE _636 ~ - TIL~i,CD ANCHOR TIEROD ANCHDR TIEBACK ANCHOR (TYP.U.N.OJ (ABOVE) 2. ALL PILES AND PANEL STOPS SHALL 5E .AASHTO PA27C GRADE 50 ~ g
GALVANT?ED. ' _---_____---_.-_-_~s._-. ~ ~ v' ~ U
1 3. ABC aE GTNG SHALL BE IN A~COh~i A,"J~ WT'}i CI ~RtNT AWS iu v @ u e al n e I ~ 63~ ul~ lel : ~ le ~ ,a w Ile n n SrtCiFiCATIUNS. ~ Eo~a In lal n ie ~ el to lu ~ u ~'I ~ ~ n In ~ a m ~ I ~1~ I lB I' i ; ~ ' ~ B ~I ~ B ~h B~ Vel ; 8 n 8 B a B ~;e B Is 11 (1 n of n m ~ e LJ lel .J lu ~ e el ~ m ,1' ~ im .,1 in~ ? ui In ~ t: ~ C I : D D~ B
z,no U ~ ® el 11 n n ~~I rai~~lelE etl le i~~ 'ml In ur ml I ml el ? el ~J el I ~~a _632 lel ~ el'~ ol; ~!1 ~nl ~el n i~ 61 ~II B b 61 1 ~ - m r - - _ _ a I ; o~! I1iI I1e I ~ 711 ei it n _ TOP OF FILE 4. ALL _XPGS~u SURFACES OF THE CO;JfrR'tTt PA,VL-_S Sr',A.L BE Fla
1 \ ~ !ie I n I is o o~ III o I 0 I ~ 1 I ~ 2 II EL. lel ,ai I~ Iel~ ~ ~ ~i III n -"nl lel ~ ALl_.ILES SHALL BE INST9i„ED TO TH- MItJIM:,N EAr3c~MENT bap ? n e ly ~ 1 11 ie Iel ~ n I el PROPOSED I AND LENGTHS SHOWN ON THESE PLAhS. ~ I1o31.931e, h~ ,le ie el 1 -'rl 14 h 1 al --'""'_e I1~--~~~~ GROUNDLINE I N J 3
Il lly--'..--"a 1 B) {i ~ ~ IreG--•-~ a~ 1 n Id C1 ~lil ! p~ it D 8 I I - I 11~ Im~~~~i EL. ,~4. ' , : _ _ I Ili EL. e 1 ~ i'~ a pe P1l ~ ~ ~y! ~ ul~ J 11 ~ ~ B I _ _ q ~ iel in nl , o I (BELOWI 5, ALL EXPOSED SURFACES OF THE CCNCREiL PAVEIS yy~~ e, le , w iyy til ilh, 1 ? _ - , b o l 630.83, nr 1 I ~rAL! BE
u'28 I Ili ~ a I~I ~ lik !'a' ~ln~ - le~ 14 ~11 ehl 1 ~-'t - ~ I~----+~~ ul EL. n P,CUGHENED. - ~ 111 ~2,.a3 I a ~ ~e+~ ua ~ le I 111 t'i 1 1 I 1 a 1 ; III I i il, lu~`-~pa ;e 1 4a 'ah! 11 ~ ~ u u B ~ 6 I' tom. ~ iii 629.83 iii nr Iii 'W` 1 it ~ lU X10 tll I~ 11'1 III' ~ 11~ ? II ~ ~ I 1 ~ I II I ~ _ ~j ~t
I"-""-;;~ ~n~ pia n~ Ih 44 sl'1 1 e 4i ~1 i 628,83 u ` ul Ill In ;II u. CONCRETt FOR PANELS AND WALL CAN SHALL BE iJ_ASS AA. - 626 i I iii FL I'• i!e Iw Ila Iti ''hi" Ili ii--ill In - n'~~I !II °I Ill 1° ° TTEROD ANCHOR CGN..Rc E ~ „R THE DRIL''_~D SHAFT SHAM ~r_ ~~H_, 11 I 11 Ip III I? II f ~T crl r ~ ~ `5j A. I~ 1 c Iil ~ ,.-_!YI-'-~4 ..-i~Wl-._~_ II e' ILI~ ~I. I 1 III ~ lil t ilj III Ili III I I I I Ilf~
it IL 426.83 I ,ry_~ym ilpi ~1 CI ,lu nl EL. III 111 ~ 1 ~ ' lw i. THE >3ASE OF EACH 60TTOM PANEL SPAI'_ BE L.Ea`EL. 1 624 ~ I!lu-"'~~ii~~->'n 111 III Ill ! i~l b27.8„ llli Ili Ili ~ o ~ S jl 11: I ~ 'll III II I ~ III -v~ ~ ILE (TYP.I I ul ~ I I'1 EL, i t 626.83 1 I I l u n I ~
illl III I 111 i;l jlf ill Ili Iil 111 III 19 :201 211 I ' I i~~ j ICI ~ u ~In 111624.83 In :u 111 ll i n ~ _ i ~I L-! 1 r val. a. WEE? HOLE DRAINAGE PIPES SHAL_ B HE~JLE 4 V SOLID _522 L3J :il 1 111 III 1!i ill `II Ill 111 111 I ~ 1a -I~ ,II llu~ Imp ~In rl 111 ill 111 11 l1 ~ ~ WALL CONFORMING TO ASTM DI?85 ANO S1A~L HAvE A SLOPE OF
I n~ ul w h Ill In nl 111 ~ r- 1161 iJ ~1- Ilu u~ ul ih ltl dl I I I`5 '-I ~ I 1:1 '~0 DRAIN. 14' n i
- ih ~ ~ ~ ~iii~ ~~n' ul Ill In i~t ? 7TtR.,D ANCHGR 520 JI ~Iil I 1 ! I 13, I PILE NL~~ I . 1 - , ~ER. ~ I I~ ;ul ul~ nl 4 ~ ~ E ~ y. I=Gn' ,POT A 1 oc I n n 1 ~ me F f ~ 4 ~ 1 12 ~.~t,QY S_ i c ~R iN S Rig ~ J~E~ „Iv rlc BACKS... J THE
r r -r ( 1 ~ i0 11~ 2 3 ~ ~..ONCRETE PANES SHALL BE A MTNIIIUM OF 2'-0"WIDE. 1' I f~ ~ ~ - 1" r'ANtL IYPEe I ~1 6 9 ~I PRECAS~~~ PaN~EL,rYP.I ~ J ? I 1G. IT ZS THE CONTRACTORS RESPONSiBLITY TO FULLCO' ANY AND ALI.
I - Y `4;11 '1~ ~ AL~~ITONAL OHSA AND STATE S'A~cl, R~_~t.,t_:cNTS ~URINC THE CONSTRUCTION OF THE WALL SYSTEMS.
I i - 1 - 2'-6"k3 CON~_RETL 11. CASE-IN-PLACE WALL TO BE A %ONTiNiIATiON OT =TONE rACING
DRI!LED SHAFT (TYP.) i BY OTHERS. I ^ SPA (D!
5 t 1 6 -D" 3 SPA ~ 8'-O~ = 24'-0'' i3'-10° x I _ 14 SPA. a'-0"= 112`-0° _ ~ 12~ FO,R ADDITIONA_ DETAILS. SEE SHEET 59.6.
pd 7
U c PILE PANEL WALL CAST-IN-PLACE WALL pp ~ °'ti?
1
ELEVATION WALL 1
IRAILINC NOT SHOWN FOR CLARI?Y) ~ ~ tip, d
i
ti z
w i a sp \ 1~ v ;r
'~~f 1~V~~ n y ~~7s~?E X13;~i~kil
A~. ° ~~A~T ~ _ - ~'~T~', L, ~ T~,, wma
`vA\1~\T; ~w~
~ ~1~VI, 1 Y~ 4'S ~ ~lA\,,~~\ L`_I ~
, ~ ~ • TIEBACK e~ ? ;,~V~'~~,, 3 1 ANCHOR WALL 1 w ~ u
~ A' " tTYP.I o ro z m ~~V~ TIEROD ~ w U Z s
4 aN~HGR ~ ? (T~P.1 20 s
~ ~ 2'-b" P1 Cv'h~', nETE i i
DRi! LED SHA-T iTYRJ - PRECAST CONCRETE 19 ~ _ ',i 12 PANEL ;TYP.I i~
I a ' ? i3 18 Is ; ; Q iT~~ + ? - 1-,, ~ ? , ~'(5--~ 14 ,5 116 ~17 ~ .
J u , TIEROD ~ Z
ANCHOR W TYPJ ' I I
~ ~ W~/
LL , i~ ~ ,~r~~.-' WALL 2
-r_ Z z
Y o h ~ WA~.~ 7 ~ a
Q W
W W ~ PILE T"PE ~ WALL RETORT i EMBEDfv1ENT i F__E ~ AN"~IJF - OCATION SHAFT ~ U pILE NO,j _LNG-TH LE~.Gfr,, FRCS- "CF JF WALL ~ LENGTH I , , (FT. i _ ~ ~ U W
r; (FT] !F T! I (F71 IFTI I+ z HP 12x53 11" 1 l3'-0" I, i3'-11"~- , PLAN W A L ~ 1 U a -r-----r----t- 0 z Zx Oz
Q 2l ~ HP 14x73 ; 1'-10" 2q -0' 115`-i0" I - ~ (WALL CAP NOT SHOWN FO"n CLARITY) H ~
1 ~ F -RAIL TVG fTYF.i Y ~ HP 2xB3 ~ 4'-6" i °'-0" 13`-6"~~ 3'-b" ~ IBY OTHEP,S) U Q 1 - Q W a
U HP 14xll7 I r'-T° I g'-~C" 1g-5~ ~ 3'-f,-~ I PLANTING STRIP I C~~~ _.-rte___ ~ ~ -•J
(BY OTHERSI W ~ HP 14x:1? 9'-4" 18'-0" 1 cT'-ti" ~ ~ 26'-0' ~ - _ I~ 0 Q w Z, °J O
~'-I I - ' 1 SEE 'RAILT.1'v~ LJ HP 14x..: 9 4 i .a G ~ -I ~ 26'-0" PRECAST PANELS ~ , , U~ ~ ~
~7 HP 14x117 ~ 9'-4" ~ 1~'-0" ~T-4° 3'-6" 26'-C" ~ [j ~ ~ ~ ~ - i I PANEL TYPE NO. PANELS o ~ ~ m Z G cD z
. } ~ z - © HP 14x111 9'-4" I 9'-0" 19'-4' I 3'-6" I ~ ~ Z h~ W w Z
® HP 14x117 a'-11" 9'-0" 1T-ID" 3'-6" ® d B 18 r z V ~ ~ d Z U
0 -W W 10 HP 14x117 8'-4" ~ 9'-0" IZ'-4" 3'-6" ~ ~ ~ ? 5 LLJ ry
11 HP 12x53 T-10" ! 9`-G" '_5'-10" I 3'-6" iIEROD ANCHOR
12 HP 12x53 " - ~ 5 WALKWAY/STAIRCASE 4 9' O" 16'-2° 3'-6" PRECAST CONCRETE E q .BY OTHERS) PANEL iTYP.) 13 HP 12x53 6'-a" 9'-O" 15'-8" 3'-6"
J i ;4 HP 12x53 ~ 6'-%" I - ----r- - ~ 1 HP 12X53 PILE
? - 9' 0" 115` 2" I ~'-6" - I , STONE FACING I5 HP 12x53 5'-7" ~ 9'-0' ~ 19'-7" ~ 3'-6" © 0 i i (TYPJ(BY OTHERS)
1 1 ~T- ~ i H 0 I ~ 1 ~ HP 14x102 5 -1 ~ 2 f'-0 (32'-i" ~ 1 ~
~ i i RAMP WALK.6VAY 171 HP 14X102 4'-6" I 2T-0" ~ 3P-6" ~ 3'-6"/14'-9" I 0 i i (BY OTHER,51
18 HP 14x73 4'-0" 24'-0" 128'-0" z
I c - , I m 19 HP 14x73 i 3'-6° ~A'-0" ~ 2?'-6" , ,
1' ~ I 1 I A I ~ 20., ~ HP 14x102 i 2'-11" 1 28'-0" 1 30'-iY' ~ ;1'-6" l l I
- I---,--- I S ECT I CN D I a 1 I U HP 1gx102 ~ 2'-5'' 1 2a'-0" 30'-5" i 10`-B" m~z'o znw a
~mgw = U ul
T»~e1 Ux Qu CCrm~ ~ YCI< N mcia
I ~W Zd.7 U{.. W' nV ~i'U;L 9LL~ V ?a~r- w n U zs
<~~TUUY Svl 00~]U dNG N / r az m :5d.1 10

i NOTESe
162`-2"'- 1. SEE SHEET 59.2 FDR NOTES.
- - - ~ z A :J m Z N I CJ
?IEROD ANCHOR ~ 2. FOA ADDITIONAL DE?AIIS,ScE SNEE? 59.6. I ~ I I C M
I _ IIEBA^K ANCHOR (TYP, L.N.C.) r I $ I 1 OP OF RAIL I r}, ~ in v; c C I.~ ~i ti~ V ~ ~ ` ) III a ~ o U
;36 ~ rl;-I T•vp_, PRGPOSED III iii ii rma y N E g C
- I Pl~Iv L_ III E, ~ ~ OROUNDLINE lil lu iii A ii wnc iJ M L Z S
TIEROD ANC40R IABOVEI III m iii 1 lil O ° z S iw 01 ~ l° ~ n l ~ w ~ III O I I L1 II v 7
'3~- III A Ili III lit U - 'I I III A I ~ II I( I III 111 ~ ~ A II 111 II Ili i III III 1 ~ II II I~ ^ I I J IIII
III III IIII \ A ' '1 li III II 1 ICI ~ / IIII ~ i III III .III II C'I X11 III 1 IB 1, IIII 11 nl III ®II II a- III III I . ~ IIII IIII ~ PROP~'SED ~ o . :32 I III I II I ~ I
Ill IIII nl III II In 11 I , III ~ IIII l r III III, II L n n ~ III II B ; I ~ 0 + III ~ IIII CR(~UNDLiN~ I III III IIII A~[~ 'II _ II III ~ 111 O II III 0 -~^IRIi III lu II. ~ II II - III ~ II A~ II I p ~ L'~ lii~ ~ IIII (~3iL _w)
m A d I . III a~^ ul1 ul II Y II - I II ) ~ w 4u ! 1 III ~Ilj Ili! A Ij II 1111 lii I~I~ ~ ,I ° ~I' ~II"~-~II NISI ~ ~a 3J Iln i ~ I I ~ I~ I III lull ~ II p I P 1111 8 I i o nl +II UI III
III III A ~ II III i 1 II ! 1 I. 11 I I1 `J Ili nl ~ II 11 11 I B II p III p l' D 111 III (IIII III I A II II I II II ~ I III G J 1111 III - -''"l ill III IU yl I 11 ~ III `III II D II IIII I I
- _ - - ~ II ill) ~ IIi (A II ~ II ~l~ n III ~ ~ ~10 II III III ~ Ill II III ~ ~n, III 11!11 ~ n 7h` I , II 8~ Ill o III II B II II f 1j14°"~I I 11 A Il II r I: III, I C, III II III ql O III ' I III EL. 629.11 I I I 126 114 U u _ ryryry'III~ n lu 4 n n I iy i III ~ I III I A) hI Il 111 - r' IIII III o ; ~ III Il III ~ Ill ``J III III II IIII i i
II ~'.n ;Il--"''- Ill 1111 C hl l o l nl 4 p n I 14 iil 1 I i 111 11 1.. J t , III Ill II ~ I 111 n l IIII Iij I~"°"~n.---•r,-'-'" ill Iil 0 III Iii + 1111 II II D PI III III IIi ~ I 1111 III I tl III III Ill ~ I I I 1 ~ ~ ' II 11~~~11 ~ III III 111 III ~ _~IIl1~J Ili i ' I I
~Ln Bill i` Iii D Ili iii lil °1 nl ri ~ iil 14 ui pl lil - Inil 1111 ~ I )2b I,I ~II~ it Ijf 0 II I'I III I +I ~ II~ II III III Ili I 11111 Ifl j it 111 `L/ Ilf III (IIII II III III O IIII 11 III III -..nlllr°'~ ^1j111 III IIII
' G' VIII III Ijl IIII III II ~ 1111 ,1111 iii ill III J Intl VIII Illil IIII i 111 Illi 1111 Ill! liji III B 111 lil 111' ly III III ~ ryiM ~iti 111, ~ III ~17 1 II 1111! Ill III Ill I ~ ~ I I I ilr, 11 I Ul 1111 EL. 625.58 111 JI I ~L. 625.1 D i I I 111 ilu in IIII IIII IIII III III IIII III Ill III~~,.J Ini I I li
1 II I, I I nl II I nl ....II 1111 III FL. 625.D9 111 1il I 124 I `-------I-l------liaf-°----- iii -----'141 -----111------iM----- nl----- ~I ----_•I~t"-----H{ -----u luii nu Iii ;II 1j1 I I iP III VIII (IIII 11111 hill 11111 Ip~l liih 11111 Inll iii I rl I III l i l ~ 11
111 Jj31 Illh ~Ilq •I I I~p 1111 III 14-_ 11111 nli------rli EL 624.0 I1~ I I III I I III IIII ill I IIII Ipll III I I I I EL. 623.46 III• III EL. 623.48 I E'_. 623.50 I I III Ili I EL 623.54 I iil lu I EL.. 623.56 III l l' i I ~ I ~ 1 r- ~ I h~-Ml i IIII Illll 1114 ~~I 1 1 1TI I III 11 ~ III III 1
I I 111 EL. 622.97 111 III EL. 622.99 III IIII n l ICI I EL. 623.03 1 ! I 1 11 EL. 623.05 III , 11 III III III 122 III III III III 111 III ul1 111 I I III ul , III I 161 111 III 111 III 111 li+~ ,II EL. 622.52 111 lil 111 111 jil 111 III iil III III 111 III 111 I I III Iil I 1 Ili fil Ill II II
Iil I 1 III III I I Ilf EL. 622.01 III 111 111 III Jil 1111 Ill Ili ! ' III li! lil III lil III III 111 111 III III iil Ill 111 0
III 111 III III 111 IIII III 111 111 III III 111 ill ~ I ~ ~ ~a 120 I III 11! 111 III ;~i 111 III iji 111 III Itl lil ~ ~ ~ Z ~PA
C, Ili iii iii iii iii 1111 iii iii iii Ili iii iii 14 u I `aCyAr? 5 1 I III il! IIi 111 Iil 111 I I III 111 I yw i (f( - III III Ill III 111 111 111 111 11! III 111 111 I~ ? i 7'nM $ 313 IIi III III 111 ! 111 III 111 III III 111 U #33 PN{
~ C ~ 3
~I~ x ~ I!~ ; i ; J ~3 ~ CI LJ I ° I ?7 8 19 I ~1D I ~ ~ I d I- I ~ 0.
II `
II I I I ~
i I I
II 19 -1 ± 16 sPA. ~ a'-o" = lea'-o" ' S'-1"+
~ ~ - - -------->i ~ I i
I I 1 s5 ~~dj
CAS~-ZN PLACE WALL FILE PANEL FALL - PILE PANEL WALL CAST-IN-PLACE WALE ~ ~ ~~y~~~p, - o ~ 1~93i1~fi

~Wa 3~1
I L~v`1 f
u
ELEVATION WALL 2 W Ag\ Z
I ; I ~ !RAILING NOT SHOWN FOR CLARITY) ~ m d+r ALA N
' III i r r~.~a~DMEN~~ I FIi_E ANCHOR .DOaTICN l Pi ~ N0. ~ ~E TYPa_ Wr,LL ~HEIGF I ENS r ~?~~+h I FR,OU OP OF VJ>aLL
/ ---t---- I - E Q
~ j HP I?X,73 5'-10" ' c"^u'-C" 2~ -9 ~ 2'-0" i--: I i____ 1 Sall 1'-3" 5" ,
HP 14x73 ) 6'-4'" i 20'-0" 25-z" I ~ RAMP WAI KW Y PRECAST PANEL (TYPJ
~ HP i4xr3 I 5-~0 1 2G'-0" 126'-9" c I -°--I- MORTAR FILLER
HP 14x?3 j "-4" I 23`-C" 130`-4'' 4 GARS (C 1'-6"MA.X, SPA. - ~ 1 ---1 ; 1~,6j W
5 NP 14x89 T-10" j 26'-b" 3'-ID" STONE FACING (BY OTHERS1lTYF.) ~ ~ I ~ ~Ar' ' L~ I I F- / YL
HP .4x89 8'-4" 26'-0" ~ 4'-4" 4 BARS 1'-6"MAX. S. h. ~ X~__ r r _-r--.--.--~ a a~ W I HP 14x73 ~ a'-1L" ! 8'°0" I i6'-IC" 2'-D° ':4 BAR (il 1'-6"MAX. SPA. ='~r~m1~T- 151 0 z
I I ~ / F I HP 14x73 g:_~,: I 9'-0" I ~,`-a" 2'-D" ~ til >i r W Q
` W HP 14x73 9'-±D° ! 9'-0" ig'_10„ 2'-D" 6" ~ W U Q W
10~ HP 14x73 ~ 10'-5° I 9'-0" 1'-4„ 2,_O„ Red,' N °5 BARS (TYP.1 I I ~ ''7 ~ U Uu 7 m
C i I I ~ 14 Z C o ll H° 14x?3 10~-I1" 9'-O'' 19'-10" 2'-0" o z ) ~ ~ 2 D z
_ I H 1 w~ 3^,I o~ Q 12 HP 14x13 I 11'-0" ?~C° ~9'-11' 2'-0" I ~ -+Ij+~ ~ i ~ ~ j Y
- ~ 10', I 1 -7 ~I ~ U 13 HP 14x73 I 10'-0:' II a'-D" 18'-0" 2'-O" i` ~ ~ \ ; ~ ' ~ 13' ~ L1~ a
~ 6 BARS C~ 1'-6"MAX. SPA. ~ ~f N 114 HP 14x73 10,_1" F'-0" ~ 16'_2" 2'-0" 3=-ri % _ I ~
- I ,vA~l_L _ W z 15 HP lrx z ~ _ ~ I I„ .0 ~ a' C'' 18'-3" 2'-0" e~ j' HALL ~ 0 Q ~ z
Io I % _ n 16 h. 14x73 I T-%" 23'-C' 30'-8° S E ~ T T 0 N ~ 112 ~ C7
(FOR CAST-IN-PLACE WALL) ~ ~ ~ ~ W 0 ~ UI 117 HP 14x73 4'-1" 1a'-0" 122'-0" ~ Z Z
~s' ' J ~ 2 ~ W ? w Z
_ G`' ~ z X
r e w I,L PRECAST AN I _ ~ g ~ P E_S 10 11' 6`
'ILE o ry C Ir
~ANEL ~,P~ ~ Nu. PANELS I c ~ ! 2 FiL~ ~
NANORAIL j 16 0 I-~ r p, ~ ~ - I_, ~ PREC,9S I , „NtL PRECAST PANEL
16 LJ 5 ~ r~ r1 S - ~ I~ 6 ~ HA!v_RA._ .d. O~hER_1
I C) 3 j STON~ FACING ~ ) I + (BY ,THERS;(?YF.? o1 f I ~ ~=TuNr FAC:N v
/p1 I 7 ~ ~7 ~ I , ~ :6, OTHERS,II IP.. lJ RAMP WALKW:AI'~I
~ I ~
a o _ ,O o ~ ~ - w
~ r _ x ~ 0
5
o PL N WALL 2 z~° A COM:~ACTED SUB-BASE ~~~b fCUT STONE CAP NOT SHOWN FGR CLARIT'f) ~~As~' a
x>c}m~~o Um 9(`<a ry (Y)
~L nY ~ CW'OO OUI- ~/'{1 I y ~n ~ V/ /J _ L'vvl .i l~iV J ~ ~~z Ynwu
_ ~1~~^ ''N3w~ao w~/1 e \.1/ OC~7 JON1 N V~ ~U5 2~ ,wu u. 7;na m

I LEGEND I
- I / I / V / iXISTING VN.ERGRWNO FiFCI RiG I n
i / ~ / / V / i FXIS~ING GAS MFiN
I/ EXISTING OYERNEAD Et€L nC - - I'. .N $TING~. SAMTRRY~lER---- Y / EXI _ / i mm
/ EXRiINGE WATER MAHV-----'--- ~ sQ I i / X,S.IM1G CROIe I'NE - ~ Ua n F F
EXS.INGS R"~AA NAP - ~i V / ~ po ' EXISTING STORM (D Bk RiriOVP - 0
I / Nnz / i ~
! I~IEXISTINGTREETOBEAEMOVEO---- X i 2S~' I r 5
of n~ 5 / ~ n t~ / i 1 / ~ kXIST'~NG SIGEW.R.K .C B: YiMOVCG `I
4. i
~ _ - _ kXIOiING CI1LVEft~'O BE REMOVEG P.
I / EXISTING STORMSTft'JCTURE T90E AEMO`hG ---X \C~
/ _ C~~: - ~ FY.'~STING POWER POJ:'O 0.' EMOYEO Br OIIKk POWEA ~
/ -
KENIL
WORTH AVEN UE
--EX. SIDEWAIR TO BE ~'"aa - _ ~ ~ REMOVED, TYP. I I w ~ .
i r..q. _
_ j -'n° Via.-~_~~~...~,, _ _
- ^v i ,.n r~,..~... r„ C
w ~ ~ 0 y 0 _ aG~Q'ra ~ip~
~ x NI
~C ~ a I ~ d I i
v
~ ~ ~ ~w ~ ~
I
~ _
~ , -
i I~a~ ~~,i a
I ~ =s~ ~ ~ F~;sFI
N
OA£ Q~~i uv~ '
" _ ~ _ _ W „ , " ~ I i ~ _ 3T e I
- DUKE PDW TO BE ~ ? ~ I
RElO ~DBY OTHERS, TYP, - - I ! ~u•~ t j / 11
_ - ~ ~ i -
~ ~ ~ z ~ a ~ ~ ~ - J9
~ / ~
/ ~ ~ I % ~ i ~
~ _ ~ _ / ` _
! ~ ~
~z ~ i~ ~ -A ~ o i / 1 ~ w
_ i z \ / ~ i ~LLI
1 EEMA FLrJOP FAiNGE LINE-~ ~ D ` ~ i.i.
V ~ pJTURE CCNDI!ON~ - FEMA FLOODWAY~ ~ ~ , ^ U ~ 'rL00D FRINGE TINE ENCRCACMMENT LINE I V ~~3
F ~ i j ~ _ IW
~ ~ / jw ~ I~ ~ ~ w U
' ~ ~ ~ y ! ~ / ~ z
~ ~ VOz
~ ~ i ~ r
~ ~ ~2 Q w , ~ v,
~ - ~ Wz
i > _ ,7 ~ C
~ ~ C C
COMMUNITY ENCROACHMENT] J ~ LINF / ~ m .Lj O
E
/ .J Y ~ ~ . ~ Q)
I i _
~ ~ / ~ ~
WALk. TO SE ~ L EX. SIDE
AEMOVEO, TYP. • A~ I
I
~R /w
I 2 ~ ~
SA I I 4 -

I' _ I _ J~ ~ ' I I ~ _
~ ~ X ~ r - y _
i ~ ~ ~ Af
~ ~ ~ 5 - z ~ ~o~ G~ lo~ s~ <o' I I ~ _ h I ~ ~L~~~ - V
I

NOTESo
PPECAST CONCRETE 1. SEE SHEET 59.2 FOR NOTES, ''"o O
PP,OPCSEO ~ WALL CAP 2, Fr,R AGDT?IOPlAL CETATLS.SEE SHEET 59,6. CROUNDLINE TIEBACK ANCHORS ITYPJ ~
636 (ABGI•'E1 ~ TOP OF WALL i G ~N 7 y
~ i r m I I ~ I o -.-_-r iII i III _-._--III I U
~ Iii iii 01 m lil a 1L'-6"+ u 6-q l u m~ lu lu 1° 'll II ' ~ F II IU III III I71 III Ili ~ ---ti ~ s a I II . II III IIII 01 Itl II ~ ~ ~ w o
In~ ill i c `I III A m ~t~(Y1~~ luI ~ F~.~ li III f ~ 0 f ~ !II U~ III ° q o ~ lil ~ ~ u ~ III 1111 iii ~ iIl l 1'-6° 9'-6"t ,-5" ~ 0
632 ~ ii ~ ili U In ~ III ~ iii ~ I°~ lu r' yi ~ ~I'~~ u M A n III 111 Ip p1 III' 111! IIII ~ Zg-~ h ~ III III III I!i 1111 III ill ~ I ~ n w zS~
~ III Ili it , ~ ~ l I ~ , a III ~ ili III III ilj III % II l i l ~
I I 63C ~ u .v ii' n iii °1 iii iii ~ I i ~ ' II 1111 m In iii Iii / iiI I ' ~ i I I ~ I i II fy III III III / I 1
11 II I I I li ~ fh IIII iII I ~`,J II I I ii iii ~ iii iii )iii ,,Iri ~ ili i Iii PROPOSEC I 678 fl II Itl III III I ~ I I III i V;
- I II 1 m In ul `III II I I' ~ } w GROllNDLTNE ~r~ I n it -JLL I L. STONE FACING 1~ I I II III Itl II IIII I I ~ H
ii iil iii iii II . i i ~ REINFORCED L i ~d ITYP.I (BY OTHERS? ~ ~ I , ~ B nl lul m n ~ I I I li ill PROPCSED 8 CONCRETE j ~Ii- ~ ~ ~ ~ ~;~'s°°' 626 ~ i i it Ati iii B iii B iii iII I GR , ~ WALL (TYP.1 I ~ I -
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iII rl iii , il`i-----i'li~'. li Ili I iiI ~ 7 I - - I I
III II l1 I II I I - - - c= - III III iil I~ III III I 622 III III III III III ili L-- CONST. JOINT III III III III I11 III
Iii Iii Iii iiI iiI ~ I tTYP.i III III III III III
I I I I I11 'Il Ili ~ T- 62C ~ ~ iIi iiI iiI IF6' ~ °j - I o} III III III _ ~ i
2 iiI iii iiI ~ _ _ ~ CONCR~?E STAIRCASE ANA Wo~~L I~ li; III ill ~ ~ _ _ - FOOTING ,SEE SECTION B FDR I _ -
f ~LE wU~.~B~Ro~ iii iii wll`I` WALL FOOTING RETNFGRCIPIGI ~ ~ ~,q ~ ~,n1. u i ~ ~ `n o j ,
I _ iiI 5 I ~ I COMF~ICTEG p I ' ~ ; ~ I SUB-BASF ~A~ Fly
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~ ! ~ ro
i II, ~ .
_ I ~ ~ SECTION G 6' 6" 8 -0 2 SPA. Gil 8'-O"= 16'-0" 8'-0" 8'-0" 8'-0" { 3 - HP 12x53 ~ ~
I qq -
STONE FACING ~ ~e
IBY OTHERS) 8-,
i ~ ~ ~ STONE FACIJC z
ELEVATION WAL~ 3 car OTHERS;-} - -f-- I---a ~ _ (,RAILING NOT SHOWN FOR CLARITY? \ I I a
r,l ~ c ia-1 ':4C2 (4 I'-6"MAX. SPA. o ~ ~iE yla vi P Il~~i Y~x
v~
I m ~ 2° ~ v ~ ! "4~3 1'-6"MAX. PA ~v~ 5 . X x- o TOP OF a g 1'-3" 2'-7" I III' { =w1
STEPS ~ o ~ I 71 1'-7" 3"9 p li I I ~ ~ Q,~ I_3~ ~ I a'ny I ~ ? ~ u s~
I RECAST I ANDS i n;., 9G1 C-E"MAh.SPA. ~ ~~Iq ~ ~4D1 1'-o"MAX. SPA. a~§ I ~ ~ u
~ _ ~6B2 ~ 1'-6°MAX. SPA. _ ~ I K6B31C~ 1'-6", c "v - ~ ~n -r : z I ~ ~ MAX. S. A. PANEL ~ .Pt ~ Nom. PrNELS ! °~h ~ I ivi -'a.3 I q H L---- ' 3" ~
R~ ~ q k i
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v I -r ~3 ± ~ '*~ALL HEIGHT EMBEDMENT PILE ANCHOR LOCAIL~N PILE NO.~ °n E TYPE T LENGTH LENGTH FROM TOP OF YdALL m _ ~ I ' I Q ~F 3" 5 uSAq r~! 3., I
I I 5-"5A` i fFTI (FT1 ffTl i ~i I G i 0 ,l?1 HP 12x53 1'-0" 16'-0" 1T-0" - 1,_0„ I i I
_ - ~ L! I 2 NF 19x'2 5'-0" Q C 3 3'-1^ I
--~I - 0 ? HP 12x53 9'-6" 9'-6" 19'-0" 2'-0"
I I I ?4 HP 12x53 9'-6" 9'-6" 19'-O" 2'-p" ! i 7
H , 0 ~ HP 12x53 9'-5" 9'-6" 19'-0" 2'-O" ~ w, ~ ~ SECTION S~~T TI ~ w ~ w
0 ~ Q ~ HP 14x73 6'-0" 20'-0" 26` ~0" ~}IG ~
? h'P 19x13 3'-6" 16'-0" 19'-6" ~ - ~ Z 0 i Z O i
© I HP 12x53 1'-0" 9'-0" 10`-O" ~ I C x w w
~ ~ J ~
W W VIALK`NAY C~ Z ~ LLI
EL. 635.0 (1 Z iJ Q Q Z o _o z
Y 2.89 ~ ~ Q
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~ STDNE FacING ~ > ~ Q U
- - ITYPJIBY OT~tR51 - 4 - PROPOSED ~ ~ re CD
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WA4L ~ / ~ v , - ~ FOOTING ~ } ~ IT P.,fEY OTHERS)
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REINFORCED CONCRETE
'WAIL I I `f
K"i ~ S I REINFORCEQ /ra ECTION I~
CoucRETE ~ /--WALL 3A ~ 'HALL ~ ~ d~'4 ' o ~ _

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636
6'4 2
l~ m Ua STONE FACING ~ ~ e U a Z N M
032 TOP OF fBY OTHERS) ~ 9" tq~ M
FOOTING ; ~ ~ ~ $ - TOP GF WALL ~ ~ i~-:~~ IVO. LS. v~l o
630 ~ 1 J~ N 1 - L SEE SHELT 59.2 FO3 NOTES. Fia y~U F tN^ 'y
n "1ii "4C1 - `''Ma 1; II ~ 1' 6"MAR. SPA. - - i ! c 2. FOR ADOITION.AL DETAILS, SEE SHEET S5.6. ~ a> M
628 1;1 ! 111 I I N~ z a ,n I CAST-IN-PLACE a , - PROP05EJ ii~ iii CONCRETE m x 1 z n
GRGUNDL1Nc p. pl1 i°~ITOP OF ~ ~ 1'_3° P-4" ~ (ABOVE) ii ~Iiiii iii ',STEPS ~ ~ I~-~
b?.6 - I m 11 1 11 o G 1 x c I iil iiii iii ~ ! °401 Cil 1'-6"MAX, SPA.
'~.:a !III uiil iii ~ n~ f 14 ju I I ~ @ ° Cil P
ii % ri111 1111 6Bl 1 6"MAY,.S A. ~i „e 624 i~ Illi! 1111 Q Z i ~ ~n ,1 11 I BDTTOM OF ~ Iii iiiii ~1 iiiii Iii i i ~ ~ ~ i o3 I
f OOTING -T ~ ii liiii ii°I in I Y ~ ~ _ ,...__.~.i ,114 n(!I ini , ~ ~ >"~.i:,':.
622 ~iil lii ii11~._~n 1 II + I I I Y ~ I `0 i8i 4ii1 Ihl~ L' ~ ~ II
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u 1i11~ 'iii l i 11i ~ i I 61B 1 11hhi il,il liii~ !iii II 3'-O"
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616 ~~1
t a 11• - III Ili I ~I I•' ~i'; i'' 'i~~ ~i~ SECTION N - 1 111 1111 III
PT' C ei 1i1 1!i ii" ii1 ~ ~ y~'0 ~t E NUMB~P,=, ~ il,, 11; , 1 1 1 I PROPnsED 5 5 i a
, I 2'-6"DRT~LEI) ~i;i 11 Iii Iii GRDUNDLINE ~ i a ~ ~ 1 Ili (BELOW) S!~';AFT IT"P.? iii 11 I 111 1 J w eke-Mae
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FOR TIEROD ANCHOP, ~ 3~~ n ~ 3~1a~?=i e ',§$adg~k~i
LOCA?IONS SEE EA. WALL CLR. ~ o 3?i9~a~ ~ ~ ~r N ! ! ~ PLAN AND ELEVATION ~ ~dl _ ATIO~J ~NAL~ ~ I; ~ '33?1 Q .3
fRAILI;JG NGT S~iOWN FOR CLARITY) % pETAILS~ANC PIL NP 14x89 ~I 3 m
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-1 1 r HP 14x89 I 6'-9" 25'-0" 32'-0" ~ 24'-0" I ' ' ~ ~ 7 1 1 ~ i DEADMAN MALL DE~~~~ Z
1 I 1 3 ~ HP 14x89 10'-2" 11'-O" 22'-0" 12'-7" 10'-0" { I 1 W
r ----j-- 1 1 1 1 W 4 1 '~P 14x89 13`-D" I 14'-0" 2T'-0" 18'-3" 13'-0" ~ ~ 1 1 1 I q/ 1
1 I fL P~ r s V
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4P 14Xe9 ~ ~ i 3 (TYPJ TIEROD ANCHOR ~ ~ i1RILLED SHAPT H C
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I` rES~ I A
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BY OTHERS)-~ ~ RAILING o~ c m v
i-- ``-EE 'RATLING (BY OTHERS} ~ t z OONPiECTION 2"CLR. I e v LL c
DETAIL` WALKWAY (TYPJ 2"MIN. ~ i IBY OTHERS) - CLR. ~ P'~ a o O n
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z $ -STONE FACING ; ~ ONNECTION ~ I ~ (BY CT',7ERS1 I DETAIL" ~ h
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15 r., I ~ I I PRGCA~T CONCRET ~ ~ ~
?A~'JE6 (TYF.1 I I I ~ r- WALKWAY I ~ pi f ~ (BY OTHERS) I I ' I
d ~ ~ I I ~F~ , i
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w- . I I 3" "C"-^4A: Gil 1'-0"MAX. SPA. 3" ~I 6" - 7 l 1 I e I i l I I
1 I I 1 i i 1 1 I ~A C
C 1 ~ ij' "J 1 s I C C ~~3\$-{~a~]~
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TYPICAL. TI`~;ACK ''PJ.ALL SECTION TYPICAL CAN~ILEUER 6NAL'~ SECTIO'~ K'° - _
T PANEL B-I DETAILS I PANEL ' "A" 'B" I 'D" -
TYPE I I i I
GEO;,OMPOSI'E DRAIN STRIP `r'te
- , OP CF WALL CAP ~ ~ ?'_6~" 6'-0" ~ B y T- 1
li I~ z I
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PANEL (TYPJ - II a n~ ~ u~ it ;u ul ~ 6'-0" 7 9 f ~ Est
II 11 H 6'-0° I _ I. ~ I I II II 3 c'
I. II ~ u TIEBACK/TIEROD J,~~ i ~ ii ii ANCHOR `x~1 y
II I! i i~ i i ~ ii ii 1"SQUARE PLATE 11 I!
III II i !I', II III II
~ i i I I T z m I;; TlEBA~K/TIEROD ANCHOR PLATE
- - - ~r- ~ PROPOSED ii ii 'NEAP HOLE ~
' GRCUPiD ~I DR„INAGE PIPE RAILING LINE +I; li ~ ^ (BY OTHERS)
I i ~ I 1 I~p° TniCK I n c i i I ~ i i ~ 10 d STEE_ TOP I
~ II ~ ~ ~ I I / I o ~ ~ II t'RECAST CONCRETE r ~ EF~--- ~ r ~ 7 I , li L I
I III I Ei i r ~ u Wn~L ~A? i II I I I I I I I I
BQTTG~Jj I 1 { I ! II L ' W OF ?ANEL J ~ i I i I I! WALKWAY i
I ~ 10'-C"(hRAX.I _,J (BY OTHERS; -n / LL l i _ ~ I T II I I!
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PANE' c-+~ _O Z (A HP 12X53 CR Q ~ I' ' ~ ! ~ rIP 14X?3 ~ f' Y J
~ I' ~ Q ~ QWa W W
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1 ~AB° RA~~yf~G ~,CI~IJEC I ION Cr: , >~y~ - HP t~X53 ILE ~ W ~ ~ J J I
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II ~ WEB ~ P~~~ VERTICAL ~ _Lt HORIZONTAL OP, z„,MIN. J ~ z _ Z
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I ~ JY~ ~ ,I I i I W ry
I i I ~»Y I~ ii I ~'i ~ ~ } ~ I II , 3I° i 1 I 4 II I ~ II ~ c ' ! Q7I ~ ~ ~ ~
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I ~I ~ INSTALLA'ION - , IN57ALLATION~ I?~oyl H~ v' ~ i , ~ ~ , I I u w I ~
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r ~-r'~ ~ ~ rl v cf 4oosing ona Urban Deve Aytererac I A ~ 1 ~ ' 4o unity Panel Number 3i0I59 138 Oatea ~ m~feoruory 2, 1993.
~ 1 `'y~ ~ ~~f ° T,/ ~~~-cam ie I ~ 'nr ~oaalro~ o~ a~aery~a rrt~ p 4 ~ ~ ~..II~ "~Y\~ i ~ ~ ! NC GRm NAD'B3 - orabvFPeld to ot'o6asond a r.t .eed for I.rn-.~ o.d . 5 - I
r, ~~r ~ , h ~x~ _ j ~ k T ~I Actuol focotion, side or depth o1 I!no should be !~a~.15atl Rith the 1 V ~ ~ 1 ~ ! ~ / ' iadweaal xnllar ao,npony 6e!ar6 <xostr4aeixl~.
P, w ~ i ~l ,y~~ ~ Elevations es shown haraon are hosed c+ ~cklenb~,~9 caanty I ~ I' Sto'mwoter Ee~ahrlarks NAVD A8 Dat., ~ / Thv'S mop ~s no! nlerde' ' V ~ ce. I '
~r - ~ ~ f as used far sales, ,.on eyo~.e, w ~eaord_uo~ k ~ _ j I ~ ~ ~ ~ I
~ ,'y ' w i ~ 1~ >J y r ~ 1 f'~ LEGEND
' l,~ ~>l ~ i lP--' T _ ~~I ~ / • EiP EzlsneG IaGN wN - - !PS laorl PIN s:r Cps na9AR) ( I 41 ' ~ GM coNCaerE Mg4uMENr 1 I
amfiy ua~ - Nms ` ^ eT caicuLnTED PaINT d a un! ITr PaE ~ qq ,n 1 / _a NGHi P91.E p Q
/ ~ OVEHtiEAO UPLITY O ~ 3~ FENCE UNE V G ~1 ! ~ \ - - GAS L'.NE C9 ~ Q'~Q
/ / - - UNDERCRCUN-0 iELEPHOhE y UT ,9 9GN ~ OO $AN!TARY 61Ah'HOLE
I / ~ pl CURB INLET 4 / ~ DRAIN INLET y , \ \ FIRE HIDRANT .M
1'!M \ NAlEt2 METER ~ -C'~. TOP=698,fi ~ / WV WATER VAiVE IIn~dI F=
/ / If:v.=635.96 BOC 9ACN OF CUR6 ~ Iq IL / >3e ~ 515.n " R P'~N & OUi EOP EDCE Of PAVEMENT I ~ / ~ \ ~ E:SS~,P:V.=fi26,F2 SDMH 0 C H tV uO / ~ ,1e:e ~J / RIGHT-OF-WAY _ I~~ /ep pU ,gyp' 1 ex.s ]s!) 6xsb 36"RCP TOP=656.51' Nlf NOY,' OR FORMERLY I ~.,ar
µ ,~o~G ~a, orvO ~ ~ .i ~ r3 sn.P s]sas~ INV IN=627.65' G6F COAIBINEO CR1D FACTOR po0 JV~FO OS ~ , \ ~ \ ~ INV. OUi 627,51' ~ STORM DRAIN MANHOLE
I"\~ N/`' 0 `6~pp ~p~ N/F ~ \ TO?=636.69 es ~"6,w.4s -0E- OVERHEAD ELECTRIC ~ _ NSCAN OEVEL OPMENCIII 11.0 / 6(i`40+o~4,OO¢ 1 PARK PLAZA OFFICE `Cp\en. INV. 62J.?'~' ~ CI TOE=636,06' ~ OA 16799 PG 2_a iP 6 / CONDOMINjJM ` ~ ` 6)6.6 ' )6.n /~~/p e]b"'i~ ~ )s.sz lVV=63'.06'
1 ~ TAR 125-213-23 ZO ~ j 1 73 5168 Pu 848 \ ~ . ! 7 6)sss s ~e W6,a5 i]GC6 ' ~ / E9~~y r'AX 125 217-70,3!,32,- I$ ` s9~ SS 6~b e] ~ N," j 333x. df X36 H6 6]63 P` W6,d2 fi`3.)] fi]6 b ~ x86 ~
Jl' IT'i NECK I 1 5..4 6 VC ~ I ip~. 6 ooaa N / 6)5.]A o / ~ 1 !5 ~)e, 6]5.15 ~ N/f ~ CB '~OcU PG 228 , \--1 i I i0^ 63'.5] N sato x h ~ n ' ~ _ )s.ss ~ SSM CI TOP=fi35,88' FI T7 T~~T(~ ~ T', ~ HAROLD OGU'JRN ~ TAx, 125-213 2a - 1NV.=624.'4' s 5~6e K ~1T YY Wi I; ap
08 4376 PG 813 ~ N/f I ~ ~ . vm1 ~ 6,6~. / 7 ~ 515.1 INV.=631.38 s)s.]< u ~~li1V U~ w @ZFs ' i0F=63690 I 7A% ID .2E-2.3 26 r c ~me,a )e. e a G „~'L5CAN D:VE'~_Ord _N '.I i , u. ~ ~ h ~ 4]acr ¢ " s N/f ~~'-%%i/^ ~ ~ ~ ~l _ x$.94 6]5.14 IID P4 S fl 3'AARIJ \ ~ / G i9P-637.04' U G E'l s
i ,JOHN J. NEELV j ~ sue/ ~ s5 1 -"s--~- s9- sDMH E-''~--~- 1{ fi! i~ / Puu wITH DEBR1s APpftDZ 827.07 >dd6 n DB PG 756 0R 6486 PG 718 ,°~i ~ TAX 125-213~~05 AX 125-273-25~ ~ ~ i ~ - 3 ~ 7-0Pr63a.58' x Wir o)sz ss s° 6s,41 rn t _ - ~ ~A a 4d' RCP y ti33.16 n E
I X Jj~o- ,m w-s^ 613^. b cI INV.=627.07' .2' 6u,lo~tis3a.r a ~ ~y4~d / ' c YEA y.. . ~ 3nf.~r%V `8 rt\ T ~ 5'6 / 1 / / PGRO C' .56 fi)5.)a , I p ~ 4 F 3 I 1.,6~ v~ _ -FLEC V ~ ~ /Jl 1' A ~1~ Q~ 615.x9 Q y M 0 y _ I °u ~i~ _ Pg 6_4 z5~ - ~ ~ o ~i 631,61 'n \ 5' RC. fi)i.6 w vP I ~ ~ _ ~ i ~~CI ~i0P=695.20 Conc. Apro slxe) ]s.. _ _ I 'a C~ g~ W ~c~
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DECO ~ % c56:b ,6 ~ ~ g3j~~ ' ~ - j `'uxwaix TAX '~.0 125-21316A ~ 6~R5 `1' 415u ,'.--3Z.~2 ,I 835.88 , A+'rn :,~1~ I rW w87 N~ ~ , _ - r~~l \ a ~ g~~ n ~~SLL~. I
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Mfr ~ ~ 636 W1U.-OLLL, 630.05' au e' i~WR V7 837.7' .;.wu sse.ez 3 ~ ~ dE78LENBURG COUNTY i .111 1 ~ s)e 1s ,dry 5 6 ='coa1=5r / y ~ DB '5130 PG 16 A.- L Areo sfdl 616 T-~ W I a. E, s , _ ) TAR IC 725-213 27 1 / : _ i~ ~ 4 Em )s.rv 0 I _ I DI I1J~6325.' fi1o .35 ~~c Oeapled
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I Mecklenburg County ~ ~ ~ ~ North Carol na 1 I ~ ~ ~ E LU
I -r- 223 Nonh Grehem S^est j Phare:;1P4; 376~T771 '
Cherloile, NC 28262 Fat (70§} 3762448 I ~y~d '6~„ _ ~ 1
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L 629.391 INV. -52"2.321 1 / \
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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.
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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'
-
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Date: 09104/04
I
;*.njeci Nl9ffher: 4104066
,I n, a%en 1. 12/03/04
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' ENCROACHMENT LINE \ @ ~ , - _ _ Y ~ ~ l
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DEMOLITION NOTES: J ~ ~ o GENERAL NOTES: !EGEND ~ w - ~ ~ R n J ~
I I.CO4. RACiOR TOSUBMI'OEMGLIUONPUV'GT,iECI`OFCHARIOT"E0l'IOIiJG IAND.4RD5 GE:ORE DEMCx"'ON IS iC BEGINANO IT IS THE Id.THELCCAFION OFALLUTILITIES SHOWNON THE PlAA5 H4V<6:ENDE1ERi11NED AUPROPERTTAFFECTEDOY THISWORx SHALLBE AE5T0AEDT0ACONDITION ~ Z Y EXISTING UNDERGROUND ELECTRIC - ~ _ ' P,ESPONSBILT"O HE CONTIV C'OR OGB~ANA DEMO' ION PERMR FREQJ 0.E0 F0.0, AJA ~AF~EINFORMATIONANC ARE GIVEN FORTHE CONVENIENCE OF THE EQUAL TO OR BETTER THAT THE E%ISING UNLESS OTHERWISESPECRCALLT ~ ~ ~ CONTRA TOR hE ENGINEER ANO OWNER PSSVME NO AE6°ONSI6IL'TY TGR FXEMPI'ED OY THESE PLANS NG GAS MAIN cc-- Exlsr 7 Y ~
1. CONAACi ON SHAT SIBMI - MUI_GN SCHEGJIF~ OWNEt P0.10R ILFA.JCCfO .G %A HJEM1.:,~.,IOfr ACI MTIES INACCURACY. L O ..'HE ~ONTRACTOAIS CAUTIONED THAT iHEIOCATIONANOIDA EIEVATiON OF E%ISTING OVERHEAD ELECTRIC - - 3. tX.EN'OF iITE C.EAPoNG ISSHOWN ON EROSION CONTROL PLANS. l1. ALL JEMOU~IDN AND CONS'ftUCTION SHALL COMFY WFM AoPLR}BLE BUIlO'NG EXISTING UTILITIES 0.55NOWN ON THESE PVJJS ARE S4FED 0lJ ~9ECDADi OF 1HE EXISTINGF SANfihRY SEWER - L O
_ _ COG 5 AND lvCAt 0.ESTRICTIONS. THE CONTRACTOR MUST CAMPY WITH ALL OF VARIOUS UTILITY COMPANIEi, PAEV!OVi DESIGN DOC'JHENiS. AND WHERE POSSIPAE. 4-STEDEMOLITIDN WCAK INCLVDES, &/1 i5NQTL!MITEDTO TryLCONTRACTORftEGISTRATONREQUIREMENT50FALLGOVERNIIJ; AUTHORITES. MEASUNEMENiS TAKEN IN THEfIELO.TNEINFORMATION IS NOTTO BE RELIEDON EXISTINGF WATER MNN A. ROADWAY! CRNEWAYS AS OEING F%4Ci 09 COMPLETE. THE LOCATION Oi FXIS1LNG UTIUTIEL MVEi OE
B. SI1EU11UT!ES IB. 1' ORTO IIiE COMMENCEMENT OF pEMOLITION, iHECON'RALTORWLLL COOftDINAiE VERIREp INTHC FlF106Y'HECONTMCTORPAJOi TO CONSTRUCTION, EXISTING CABLE LINE - - - C IANOSCAPING HISn~iIVITIE6'NITh ALI UTILI'Y COMPANIES SERVING THIS AREA THE CONTRACTOR EXISTING STORM DRAINAGE -
IS TO COORDI"U~TE FULLY YRiTH THE UTILITY COMPANIES ON THE E%ACT LOCATION 3. THE CONTRACTOR SNPLL IMMEDIATELY REPORT i0 Th'EOWNER ANO FNG NEERAVY S CONDJC'f iITEOEMOL'TIONOPENATIGNS TOENt'JRE MINIIAUM IJ RFERENCT„W:TI ADS,:FRE~TS.':JALxS, ANb OTHERAOIACONTOCCUP-EOOR USED 0`ALL UNOFEGROUND UTILTIES PRIOR TO IXCAVATION. DISCREPANCIES f0UN0 BETWEENACNAI FIELD CONDITIONS PNCCONSTRUCTION EXISTING STORM TO BE REMOVED ~i+~/,'/fr r;/,<,/LfH/~ F0.C7LRIFS. VO NO-CLOSE G9 OBSTNUCTSTRFFTS, WAL S DA 0"F~.ER OCCUPIT CRS JSLC FACIUTIE$ 4vfFHOlf?PERMISSION NROM AIfFHORRIES hAVING DOCUMENTS AND SHALL WAIT WR INSTRUCTIONS PRIOR "O IWOCFEOING.
TUR00~CTION. 19. HINIML'M DEPTH FOR REMOVAL OF ALL OBJECTS SHALL 8E TWO H) FEET BELOW FlNAI GAACE.iY.E CONi AAC.TDAMRESPONSIBLE POA PROPER DISPDSU.OF ALL WAB"E 4.PR'.OR IO BEGIN:lING CONSTRUCION THECOV~RALYOR 64ESPONSIBLE TO VERIFl' d. RESiORE>AMAGED IMP,0.0VEMENiS'OiHCYORIGIYAL CONOTIOt', ASACCEP`ABLE .E MA'+-VGJURISDICTION. MATERIAL THAT ALi REQUIRED PERMITS AND APPROVALS HAVE BEEN 08TAINED FRCMPLL E%ISTING TREE TO BE REMOVED
AEGULATORYAUTHORITIfS AND SHALL pE THOROUGHLY iAMILiAR WRH CONDITIONS J. REMOVE WASTE M0.TEftWLS AND UNSUITP.BIEAND EXCESS TOPSOIL FRGi1 PRCPERiYAN0 i::04G5E0f J`F--SITE ~N AlEGA1 MANNER 10. ALL PAVING REMOVAL AND DEMOLITION iNALL BE PEAFOPMEO0.SSNOWN DiJ"hE OF SAlO PERMITS AND INSPECTION REQUIREMENTS. WRNS OA AS D'RECTED 8Y TM ENGINEER Ofl OWNER -
LOCFTE EXISTING ABOVE GROUND AND JNDEAGROUND UT{I FS NAREAS Of WCPF L,'JT'ESA9E TO AEFWNIN PLACE, PROVIDE AOEQ'JATE MEONS S. THE GENERAL CONT RACTOR SHALL CONTACTALL OWNF4S OF EASEMENTS, -j OF SUFPONi ANO PROTECL,ON DJRING DEMOL EON OP.AA'ON. ll. ftLOL.ATIC.N OR REMOVAL OF OVERHEAp OR JNDERGROUNO UTILITIES SHALL 9E UTILITES AND RIGHT.OP~WAT;, PUBLIC OR PRIVA?E PR OA TO WORRING'N E%ISi~NG SIDEWALx TO BE REMOVED 'I ~I' 0009p'VATECINRH THE APPAOPR~`ATE IMILItt COMPANY. TUBE AAFAS ~ i '
9_ S1i0ULD UNCHARTED, OR INCORNFL'RY CHAR'EO PIPING PY 0.:IG ITIUEIEE&EN UVN EKED UURING OEMCiRfON, CONSULT PROJECT ENGINEEP. AND 'I ~ Y VTILTY OWNER iCR IMMEDIATE ACTION 12. LU,NTRAL; GA SHALL REMOVE ALL EX~STING LIGHT POLES IN THE OEMOLIPON AREA 6 THE CONTR4COR SHALL BE REOPONSIBLE FOR DAMAGE TG ANf E%BTING ITEM I AT TMEOWNEAS DIRECTION ANO AS APPROVED AY THE UTILITY COMPANY. ANOIOft MATER AL IPlSIOE OA OUTSIDE THE CONS?R'UCION LIMA'S ~!I I - O
Id. DEMOLISH AND COMPLETELY 9EMOVE rROM~ A. ER. LINOICATED Ch WN~Ox NGi '!CBE MO.eO'. EX15i,NG CULVERT TO BE NEMOVEO S1.FLL P30PGYED PAVEMEM CUTS SHAILBESAW OJT ONLY. CONTPACTOR ShAL.MAINTAIN THE SITE IN AMANNER SO 1MAi WORYUfrN ANJ _ II. PROTECT STRUCTURES, LRIUi!Ei, IDEWALRS, PPYEMENTS, AND O'HE2 EMTUTIFS FFO'1D^`IAf,ECAUSED BY SETTLEMENT. LATERAL MOVEMENT, PUBLIC ARFPAO-ECTED FROM INJURY. / I,
i _ J a JI T n W_ ~ -1~ T N T s TLS '.t N ~P iION. VNOERMINING, WASNOJ ADO HER hAZARO5 C0.LA .~0~"iHEDEMRI O CFM 1M1.CONTAAG JA SHPLI PROVIDEANINIMUM OF RHOUAS AOVAM1CE NOTICETO.HE / r' T OWNER PRIOR TO STARTING DEMOLITION ACTIVITIES. GN>HALL NOi BE IN CONTROL OA CHARGE OF,ANO SHALL NOT OE tX /,0~ .~Y J~ ~I ~ M1QP7' ~ ~ elANDOES C "'fff 11.. CDMHACiOR SHALIAE~IOAEAlL D6.URBED AREAS OE%ISTNGCCND,'('SOPle~F1ER RESPONS~BLEfOAAC'VALCONSTRUCTIONMFANi, Mf1N00S,.ELNNiQUEE, -ISTING STORMSTAVCTURETO OE REMOVED- / ~I
ii.CONTAAC'OR SHALL VERFY AND PROTEC'ALL PVALIC JT.IUTIES. ANY WpPK PAOCEDUREi, OA iAEEtt PNECAUTIONS IN CONNECT ON WITh TEE WJRR, ON I 13. ALL JVDERGAOUNC JT.UTIEi WI`HN THE PROTECT iIMITS-OBE EMOVED ANO OR F04 JC ;ED NF:ACE UNLESS INDICATED TO REMAIN. TEFER TO ASSOCIATED lM1TH SAID UTILITIES iO BE COORDINATED WITH APPROPRIATE UPLIT!COMPANY. FOA THE AC'S O0.0MISSIONS OF CONTAACTOPS OA AVY OTHER FfiSONi NO' 'I ~ ' VTILITY pUA45AN0 MECHANICAL AND ELECTRICALPLAY,.ANTE ST'N Jf.L,''NOEY. PAOPOS[70'JIUING FOGTPANi55HALl0EAEM0VED OR JNDEq THEFMPLOTMF.N?Of LANDDELIGN E%I STING POWER POLE TO AE ~ q
GROUT-FAZED AND A04NDONEU IN PLACE. AN`E%IEi NG LT;LITY N~ONFLC WITH PP•OPOSED!MPAOYEMEN'S SHALL BEAEMOVED. VI a REMOVED OY WME POWER ~ ` _ S 16. A:L UNDERGROUND UTLITiES PRE OUSLY SERVING EXISTING Si~4UCTINES TO FiO B[ 1 I aE~S - REMOVEOANDOAAOANDONEDINPLACEUNLESSINDICATEDTOIL+MAIN. --~-J N~a~ <...ONIPACTOR SHALL MANIAIN i'ORMWATER MANAGFMENi SY iEM LRNG ® E i
ICOASTRUCi ON'O INSURE NO DAMAGE iO AGIACENi PAGPERTIES OCCURS DURING l1.COM1TRAC'OR iMAIL VERIFYANU PROTECT ALL PUBIICUTIL1T Fa ANY WORK hSOC!ATEC 9~ Y_-}(>„2j • STORM EJENTS. WITH SAID UTILITIES T00E COORDINATED WITH APPAOPAIAtE JTIUtt COMPANY. ® ~ I y} I 5 Y_ k _
IS.CONTRACiORiG ftEMOVEALL YISI0LE0R R.EAEONABIY IDENT P.AOLE MPT3'AL 10 CCNTRAC FOR SHALLCOORDINATE iTOAM DEMCLITIONWITHaTOAMCIWN ~ ~ ~ Q >C,dL; R~ EQUIPMENT.ETC. FROM THE SITE If NOi VFEUEO FOR NEW COIRS'RJCTION. IMPROVEMENT: TC MAINTAIN PoSIiIVE DRAINAGE 3C' O' 3C' EC i2d' `~~i Imo.
acoub~,~ I

~ LEGEND I ~ - I
EXISiINIi llNDEP,GRWND ELECTRIC - ~ I ~ ~ \ \ I _;JSTIN6 GAS MAIN - o Z
EXISTING 04ERHEA`J'.I:CTIUC - ~ \ ~ Y ~ YI r EXfSTING4 SANITARY SEVvE0. - / ~ \ a^
I IXSTING~. WATER MfuN ~ ll - ~ ~ I ~ EXISTING LA9LE LINE - - - - ' ~o
EX.ST NG STORh'DRANAGE - - ~ ~ NLL s
EX,SiING STORM TO 9E AEMOVEJ I 7E z ~om em°
E I'TN 'REF T08E P.EMOVED ~ ~ \ ~ Q X~IG j( ~M z8~
/i~ ~ ~ 7 ` Z z z
wI F EXISTING SIOEWPLK 109E REMOVED ~ _ I 0 u
i t / ~ EXISTING CULVHIT'O BE REMOVED I / / ~ y Q LL O i
~ ~ \ u
I CX'.SPNG aTORM S'RUCi VAE TO BE REMCVEO - ^ ~ EXISTING POWER POLE TO BE - ~ T,.y I
ftEMOYED 8Y DUXE POWER , \ ~ ` \ ` j
~ i
_ ; ~ _ ~ , a - C A
i g;; - ~ EX. SIDEWALK TO BED
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a ~ - a, fir'" _ f ..,,x„~~ `I a - 'ti - T - ~ '~-2 0 . ' f - ~ ii - 4 EEMA FLODDWAY ('128
`~-a ENCROACHMENT LINE A <; ` L~ f~.- uu 0 " O
s. . f• ~ ~ -±--EX SIDEWALK TC RE ~ ~ - ~ _ - DIVE ~ ~ ~ - ~ ~
- - _ a REMOVED, TYP, KINGS, ~ ~ ~ '--s„"... ` ~ - - - I- Z E i
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_ ~ . rr '-DUKE POWER POLE'0 BE -r ~ ~ - i ,i I ~
- REEGCATED BY OTHEfIS. TYP, _.~e. ~ - - / _ _ ` _ ~._r,/~ ~ : A~ -I{~ t-~~ 3 , _ _ _ I
- ~ ~ iY _ ~ \ \ ~ \ - ~ ~
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-.EX STORM PIPE TO BE RAMOV[D, ~ ~ ~ - I i`w. 3 m5 ~ ~ \ ~ COORDINATE STORM D[^"OLITION WITH ~ i ~ i OILi WATER SEPARATOR TO BE \
I PROPOSEDDRReNAGEMPROVENENiSTC:~ABANDONEDINPiACE ~ \ av~ ear ~ I MAINTAIN POSITIVE DRA NAGS,T P A~ ~ P
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~ ~ ~ I I ~ - ~ Z
I ~ ~ CUR8 T08E REMOVED, TYP.~ ~ I \ SEX TREE TO BE _ ~ W
- - / _ _ ~ u - ~ - - ~ ~ ~ REMOVED. TYP. ~ - - - - ti - _ _ I ~ . ~ . i ~ I a! _ _ - I /
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1 REMOV[O TYP. _ m,y f i~ '1 i ~ 'l 1 . I _ I U®Z
W _ ~ y y _ I - f
~ ~ PHONE BOOTH TO BE pEMOJE0.-~ ~ ~ ~ ~ _ _ _ ~ - COORDINATE W"TH PHONF _ - - ~ - I
~ - - IT _ _ COMPANY. - ~ ~J,J I ~~^i ---r- I ~ YE1 vy> w v ~ - - i1 z I
W I ~ ~ ~ - ---~~c ~ ~ , y o c _ _ ~ - m
~ - ~ U d I ~ I _ _ ~ ~ ~ i ~1 _ A I ~
~ / W ~ ~ c I COMMUNITY ENCROACHMENT _ ~ ~ 0 LINE F CRINGE LINE ~ / i~'. VI ? i~
_ ~ A ~ FEMA LOODc L I . _ . _ r ' - - - _ ._\u \ s~J y ~ FUTURE CONDITIONS ~ ~ ~ ~
~ ~ ELOOD FRINGE LINE D ~ ~ ~ I ¢ -u N
e O i J~z ~ 1 ~ - I I ~
~ ~ ~ o i ~ r ~i ~ =1 U !LEGEND ~ ~ _
~ ~ ~ <I° \ E%.SiING JNDEAGRCUND ELECTRIC - `w' ,R~ ~ F ri
I Z ~ E%ISiIVGGASMAIN i I I
D IXISTIYG OVERT EAD ELECiA'C - - - / ! ~ ~ I~ I Q / ~ ! E%ISTING4 SAWiA0.'!S?'WEA- w 7 !
I Z / ~ _ E%iS nNG4 WATER MAIN ~ ~ ~ F~ / Z / ~ E%ISTING CA[LE LNE - ~ OOOQ~(/`~?
? I ~ % E%IS'ING 5-0RM DRA'~WGE 9 J Ira T D D ~ E%U'ING S'0RM TO eE RFMOVfD ~
ILL /
~ IXIST'.NG-Aff iO AE AEM0YED - \X/ ~ ~ ^ 0 w i '
. ' ~ b1` y. I ~ 4 _ ~F I w I it w
I'~ i E%,~STING SIDEWALK T00E RCiAOVD - ! '+j I - - I = ~~-_~_~a
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