20061440 Ver 1_COMPLETE FILE_20060907

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City of Raleigh Public Works
Stormwater Management
Date: October 10, 2006
To: Department of Environment and Natural Resources
Attn: Amy Chapman
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
From: John D. Brubaker, Project Engineer II
Re: CAROLINA PINES DAM AND SPILLWAY
UT to Walnut Creek [030402, 27-34-(4), C, NSW]
Dear Ms Chapman:
Cl ?; 0 2006
- VVACFR QUALITY
ilk IIAN09 ANO Sl QRM*TTR Bk%Gl1
This is in response to your letter of September 19, 2006, requesting additional information in
order to complete your review of the proposed Carolina Pines Dam Rehabilitation project.
1. Water Quality Certifications
I have spoken with Jamie Shern with the US Army Corps of Engineers. On October 4t", 2006,
we discussed the permit requirements for this project. Our conclusion is that this project falls
under the Nationwide Permit 03: Maintenance.
2. Cumulative Impact Statement
The cumulative impact statement has been completed as requested.
3. Plan and PCN Copies
Three copies of the PCN and all pertinent plan sheets are provided with this correspondence.
4. Buffer Mitigation
As we discussed, the activities outlined herein are Approved uses, and buffer mitigation will not
be required. The required mitigation amount has been changed to N/A on this PCN application.
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www.raleigh-nc.org
If you have any questions, feel free to contact me at [phone]. Thank you for your
assistance.
Sincerely,
John D. Brubaker, P.E., CFM
Attachments
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] yi fax [phone]
www.raleigh-nc.org
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. n(o - (y 4 0
(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 03: Maintenance
Buffer Authorization Only
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owne /Applicant Information
Name: City of Raleigh, Stormwater Management Division, Attn: John Brubaker, PE
Mailing Address: 222 West Hargett Street, Room 301
Post Office Box 590
Raleigh, NC 27602-0590
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: John. BrubakerAci.raleigh.nc.us
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:
Company Affiliation:
Mailing Address:
??r1- Vdlrr:R
Telephone Number: Fax Number: dNANCH
E-mail Address:
Page 5 of 12
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: Carolina Pines Dam Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1702089929, 1702181682, 1702181614
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number): Oleander Park
Directions to site (include road numbers/names, landmarks, etc.): Lake Wheeler Road (SR
1009) south of I-440, left (east) on Carolina Pines Avenue, 0.5 miles to Carolina Pines Lake
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): 35.7514 ON 78.6564 °W
6. Property size (acres):
7. Name of nearest receiving body of water: Unnamed Tributary to Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing: Single-family residential in the immediate area.
Page 6 of 12
Ill. 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: Carolina Pines Dam Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1702089929, 1702181682, 1702181614
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number): Oleander Park
Directions to site (include road numbers/names, landmarks, etc.): Lake Wheeler Road (SR
1009) south of I-440, left (east) on Carolina Pines Avenue, 0.5 miles to Carolina Pines Lake
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): 35.7514 °N 78.6564 °W
6. Property size (acres): 6.99
7. Name of nearest receiving body of water: Unnamed Tributary to Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://Ii2o.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: Existing: Single-family residential in the immediate area.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Install
a new 5' x 10' box culvert for the spillway structure, including a new inlet at Carolina Pines
Lake, and a new outlet structure and outlet protection. Spillway length will not change.
11. Explain the purpose of the proposed work: Increase the capacity of the Carolina Pines Lake
Spillway to meet current North Carolina Dam Safety criteria.
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. N/A
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.
None
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: Installation of new outlet
structure for new spillway at Carolina Pines Lake. Includes grading, construction of outlet
structure, and placement of dissipater pad.
Page 7 of 12
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 flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
I00-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: None
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
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet aces
UT to Walnut 8'
1 Grading Perennial 56' 0.12
Creek
UT to Walnut 8'
2 Creek Outlet structure Perennial

3 UT to Walnut
Dissipater pad
Perennial 8'
24'
Creek
Total Stream Impact (by length and acreage) 80' 0.12
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. dredaina. flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name 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)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact acres : 0.12
Wetland Impact acres :
Open Water Impact acres :
Total Impact to Waters of the U.S. acres 0.12
Total Stream Impact linear feet : 80'
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.
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. Design will minimize impacts
by utilizing the existing 60" RCP and by not extendine the new 5' x 10' box culvert further than
the existing 60" RCP. Due to existing houses in the immediate vicinity, alternative discharge
noints are not available.
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.
Page 9 of 12
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.
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://Ii2o.cnr.state.nc.us/ncwetlands/strmgide.litni1.
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.
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 littp://h2o.cnr.state.nc.us/wrp/index.litm. 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):
Page 10 of 12
ix.
X.
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 ?
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 4,800 3 (2 for Catawba) N/A
2 0 1.5
Total I 4,800 I I N/A
* 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. Disturbed area will be stabilized with rip-
rap dissipater pad.
Page 1 1 of 12
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. No proposed additional impervious surface.
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: This
project will result only in the replacement of the existing spillway structure of Carolina Pines
Lake. The area upstream is already built out. No other development or placement of impervious
area is associated with this proposed project.
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).
OR
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
ULL)q * 0 (0 - I If 4 ()
Py OF
City of Raleigh Public Works
Stormwater Management
Date: October 10, 2006
To: Department of Environment and Natural Resources
Attn: Amy Chapman
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
From: John D. Brubaker, Project Engineer II
Re: CAROLINA PINES DAM AND SPILLWAY
UT to Walnut Creek [030402, 27-34-(4), C, NSW]
Dear Ms Chapman:
Erg
02.006
Lie'7< ev'.ti(RR. QUALITY
WL LAN F" STnPM*TER RRANCh
This is in response to your letter of September 19, 2006, requesting additional information in
order to complete your review of the proposed Carolina Pines Dam Rehabilitation project.
1. Water Quality Certifications
I have spoken with Jamie Shern with the US Army Corps of Engineers. On October 0, 2006,
we discussed the permit requirements for this project. Our conclusion is that this project falls
under the Nationwide Permit 03: Maintenance.
2. Cumulative Impact Statement
The cumulative impact statement has been completed as requested.
3. Plan and PCN Copies
Three copies of the PCN and all pertinent plan sheets are provided with this correspondence.
4. Buffer Mitigation
As we discussed, the activities outlined herein are Approved uses, and buffer mitigation will not
be required. The required mitigation amount has been changed to N/A on this PCN application.
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www.raleigh-nc.org
If you have any questions, feel free to contact me at [phone]. Thank you for your
assistance.
Sincerely,
John D. Brubaker, P.E., CFM
Attachments
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www.raleigh-nc.org
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. d (o - I yy O
(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 03: Maintenance
Buffer Authorization Only
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: ?
If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owne Information
Name: City of Raleigh, Stormwater Management Division, Attn: John Brubaker, PE
Mailing Address: 222 West Hargett Street, Room 301
Post Office Box 590
Raleigh, NC 27602-0590
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: John. BrubakerAci.raleigh.nc.us
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/ap t Name: ,{ . a wf i I
Company Affiliation:
Mailing Address:
®M
I Ty
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 12
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: Carolina Pines Dam Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1702089929, 1702181682, 1702181614
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number): Oleander Park
Directions to site (include road numbers/names, landmarks, etc.): Lake Wheeler Road (SR
1009) south of I-440, left (east) on Carolina Pines Avenue, 0.5 miles to Carolina Pines Lake
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): 35.7514 ON 78.6564 °W
6. Property size (acres): 6.99
7. Name of nearest receiving body of water: Unnamed Tributary to Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.statc.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: Existing: Single-family residential in the immediate area.
Page 6 of 12

14
10. Describe the overall project in detail, including the type of equipment to be used: Install
a new 5' x 10' box culvert for the spillway structure including a new inlet at Carolina Pines
Lake, and a new outlet structure and outlet protection Spillway length will not change
11. Explain the purpose of the proposed work:Increase the capacity of the Carolina Pines Lake
Spillway to meet current North Carolina Dam Safety criteria
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. N/A
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.
None
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: Installation of new outlet
structure for new spillway at Carolina Pines Lake. Includes grading construction of outlet
structure, and placement of dissipater pad.
Page 7 of 12

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,
senarnte1v list imnnnts clue to hnth ctn,eti,re and flnnel;nrr
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: None
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_ multinly lenath X width then rlivirtP 1,., dZ ';AO
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
UT to Walnut 8'
I Creek Grading Perennial 56' 0.12

2 UT to Walnut 8'
Creek Outlet structure Perennial

3 UT to Walnut
Dissipater pad
Perennial 8'
24'
Creek
Total Stream Impact (by length and acreage) 80' 0.12
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- dredpinp_ flooding drninaae. hrnikhenrlc mr
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)
Page 8 of 12

6. List the cumulative impact to all Waters of the U.S. resulting from the roject:
Stream Impact acres : 0.12
Wetland Impact acres :
Open Water Impact acres :
Total Impact to Waters of the U.S. acres 0.12
Total Stream Impact linear feet : 80'
8
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.
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._ Design will minimize impacts
by utilizing the existing 60" RCP and by not extending the new 5' x 10' box culvert further than
the existing 60" RCP. Due to existing houses in the immediate vicinity, alternative discharge
points are not available.
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.
Page 9 of 12
NF
w
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.
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
littp://li2o.enr.state.nc. us/newetlands/strni gide.fitm I.
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
VA
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 ?
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
(Neuse), 15A NCAC 213.0259 (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* I Impact I Multiplier I Required
(square feet) Mitigation
1 4,800 3 (2 for Catawba) N/A
2 0 1.5
Total I 4,800 I I N/A
* Zone I 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 "bone 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. Disturbed area will be stabilized with rip-
rap dissipater pad.
Page 1 I of 12
0,
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. No proposed additional impervious surface
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.
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.ne.us/ncwetlands. If no, please provide a short narrative description: This
project will result only in the replacement of the existing spillway structure of Carolina Pines
Lake. The area upstream is already built out. No other development or placement of impervious
area is associated with this proposed project.
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).
CR ocro 3 op- Zo
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
by
?? ?, r9QG
? r
Michael F. Easley, tsovernor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 26, 2006
City of Raleigh Public Works
Stormwater Management Division
Attn: Mr. John D. Brubaker, P.E. CFM
PO Box 590
Raleigh, NC 27602
Subject Property: Carolina Pines Dam Maintenance
UT to Walnut Creek [030402, 27-34-(4), C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 2006-1440
Wake County
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer
Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Mr. Brubaker:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 80 linear feet of a perennial stream and 4,800 square feet (ft) of Zone 1 protected riparian buffers
for the purpose of constructing the proposed box culvert for the spillway structure, including a new inlet at Carolina
pines Lake and anew outlet structure with outlet protection, as described within your application dated September 6,
2006 and received by the N.C. Division of Water Quality (DWQ) on September 7, 2006, with additional information
received by DWQ on October 10, 2006. After reviewing your application, we have decided that the impacts are
covered by General Water Quality Certification Number(s) 3494 (GC3494). The Certification(s) allows you to use
Nationwide Permit(s) NW03 when issued by the US Army Corps of Engineers (USACE). This letter shall also act
as your approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits before you
go ahead with your project including (but not limited to) Erosion and Sediment Control, and Non-discharge
regulations. Also, this approval to proceed with your proposed impacts or to conduct impacts to waters as
depicted in your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your project, you
must notify us and you may be required to send us a new application. If the property is sold, the new owner must be
given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If
total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). This approval requires you to
follow the conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of this
Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Perennial Stream 80 linear feet Page 8 of PCN
Zone I Buffers 4,800 (square ft. Page 11 of PCN
None Caro)?na
a ura, f/
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone [phone] / Fax [phone]
Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
City of Raleigh Public Works
Page 2 of 3
October 26, 2006
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures
must be such that they equal, or exceed, the requirements specified in the most recent version of the
North Carolina Sediment and Erosion Control Manual. The devices shall be maintained on all
construction sites, borrow sites, and waste pile (spoil) projects, including contractor-owned or leased
borrow pits associated with the project.
C. For borrow pit sites, the erosion and sediment control measures must be designed, installed, operated,
and maintained in accordance with the most recent version of the North Carolina Surface Mining
Manual.
d. The reclamation measures and implementation must comply with the reclamation in accordance with
the requirements of the Sedimentation Pollution Control Act.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint of
the impacts depicted in the Pre-Construction Notification. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project.
5. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through
the protected stream buffers and will not re-concentrate before discharging into the stream as identified within
15A NCAC 2B.0233(5).
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these boundaries
approved under this authorization shall be clearly marked with orange warning fencing (or similar high visibility
material) for the areas that have been approved to infringe within the buffer, wetland or water prior to any land
disturbing activities to ensure compliance with 15A NCAC 2B .0233.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,
and any subsequent modifications, the applicant is required to return the attached certificate of completion to
the 401 Oversight/Express Review Permitting Unit, North Carolina Division of Water Quality, 1650 Mail
Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct impacts to waters as
Page 3 of 3
October 26, 2006
depicted in your application and as authorized by this Certification, shall expire upon expiration of the 404 or
CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream
impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this
letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This
certification and its conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer
impacts) shall be referred in writing to the Director for a decision. The Director's decision is subject to review as
provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If y u have any questions, please
telephone Cyndi Karoly or Amy Chapman at 919-733-1786.
:Si n ely,
Ian W. Klimek, P.E.
AW Klcbk/asc
Enclosures: GC 3494
Certificate of Completion
cc: Jamie Sherri, USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061440CarolinaPinesDamMaintenance(Wake)101+NBR
40-
1 OF F
?O?
City of Raleigh Public Works
Stormwater Management
Date: October 10, 2006
To: Department of Environment and Natural Resources
Attn: Amy Chapman
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
From: John D. Brubaker, Project Engineer II
Re: CAROLINA PINES DAM AND SPILLWAY
UT to Walnut Creek [030402, 27-34-(4), C, NSW]
Dear Ms Chapman:
DUA4oG-ILHO
tai..
O C T 1 0 2006
UE-NK WKI-ER QUALITY
NETIANDP) 41U STQRMWATER BRANCIi
This is in response to your letter of September 19, 2006, requesting additional information in
order to complete your review of the proposed Carolina Pines Dam Rehabilitation project.
1. Water Quality Certifications
I have spoken with Jamie Shern with the US Army Corps of Engineers. On October 4th, 2006,
we discussed the permit requirements for this project. Our conclusion is that this project falls
under the Nationwide Permit 03: Maintenance.
2. Cumulative Impact Statement
The cumulative impact statement has been completed as requested.
3. Plan and PCN Copies
Three copies of the PCN and all pertinent plan sheets are provided with this correspondence.
4. Buffer Mitigation
As we discussed, the activities outlined herein are Approved uses, and buffer mitigation will not
be required. The required mitigation amount has been changed to N/A on this PCN application.
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www.raleigh-nc.org
01
If you have any questions, feel free to contact me at [phone]. Thank you for your
assistance.
Sincerely,
John D. Brubaker, P.E., CFM
Attachments
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www.raleigh-nc.org
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. y Q
(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
Nationwide, Regional or General Permit Number(s) Requested: NWP 03: Maintenance
Buffer Authorization Onlv
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owxef/Applicant Information
Name: City of Raleigh, Stormwater Management Division, Attn: John Brubaker, PE
Mailing Address: 222 West Hargett Street, Room 301
Post Office Box 590
Raleigh, NC 27602-0590
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: John. Brubaker(a,ci.raleigh.nc.us
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number: f ;,
WRTI M nA IMIP AT61R AW&T R rr
k4o.,
Page 5 of 12

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: Carolina Pines Dam Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1702089929, 1702181682, 1702181614
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number): Oleander Park
Directions to site (include road numbers/names, landmarks, etc.): Lake Wheeler Road (SR
1009) south of I-440, left (east) on Carolina Pines Avenue, 0.5 miles to Carolina Pines Lake
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): 35.7514 ON 78.6564 °W
6. Property size (acres): 6.99
7. Name of nearest receiving body of water: Unnamed Tributary to Walnut Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/adminhnaps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Existing: Single-family residential in the immediate area.
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Install
a new 5' x 10' box culvert for the spillway structure including a new inlet at Carolina Pines
Lake, and a new outlet structure and outlet protection Spillway length will not change
11. Explain the purpose of the proposed work: Increase the capacity of the Carolina Pines Lake
Spillway to meet current North Carolina Dam Safety criteria
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. N/A
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.
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: Installation of new outlet
structure for new spillway at Carolina Pines Lake. Includes grading, construction of outlet
structure, and placement of dissipater pad.
Page 7 of 12
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 imnnctc dne to hnth ,tnirtnre nnrl flnnrlinrr
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
I00-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: None
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 acreasre_ multiply lenvth X width then divirlP by dZ 1;A0
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres
UT to Walnut 8'
1 Creek Grading Perennial 56' 0.12
2 UT to Walnut Outlet structure Perennial 8
Creek

3 UT to Walnut
Dissipater pad
Perennial 8'
24'
Creek
Total Stream Impact (by length and acreage) 80' 0.12
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- hulkhenrl.c etr.
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)
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resultine from the nroiect-
Stream Im act acres : 0.12
Wetland Impact acres :
Open Water Impact acres :
Total Impact to Waters of the U.S. acres 0.12
Total Stream Impact linear feet : 80'
VII.
VIII.
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.
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:
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. Design will minimize impacts
by utilizing the existing 60" RCP and by not extending the new 5' x 10' box culvert further than
the existing 60" RCP. Due to existing houses in the immediate vicinity, alternative discharge _
points are not available.
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.
Page 9 of 12
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.
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
littp://h2o.enr.state.nc.us/newetlands/strmgide.litm1.
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.litm. 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):
Page 10 of 12
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 ?
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
(Neuse), 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 V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet Mitigation
1 4,800 3 (2 for Catawba) N/A
2 0 1.5
Total 1 4,800 I I N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; 'Lone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260. Disturbed area will be stabilized with rip-
rap dissipater pad.
Page I I of 12
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. No proposed additional impervious surface
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A 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/newetiands. If no, please provide a short narrative description: This
project will result only in the replacement of the existing spillway structure of Carolina Pines
Lake. The area upstream is already built out. No other development or placement of impervious
area is associated with this proposed project.
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).
CR Dcro 3 op_ ZOo
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
0'F W ~ ?F9o Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 19, 2006
DWQ Project # 06-1440
Wake County
Page I of 2
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
City of Raleigh Public Works
Stormwater Management Division
Attn: Mr. John D. Brubaker P.E., CFM
PO Box 590
Raleigh, NC 27602
Subject Property: Carolina Pines Dam Maintenance
UT to Walnut Creek [030402, 27-34-(4), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Brubaker:
On September 7, 2006, the Division of Water Quality (DWQ) received your application dated September
6, 2006 to impact 80 linear feet of perennial stream and 4,800 square feet (ft) of Zone 1 protected
riparian buffers to construct the proposed box culvert for the spillway structure, including a new inlet at
Carolina Pines Lake and a new outlet structure with outlet protection. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below. The DWQ will
require additional information in order to process your application to impact protected wetland, streams
and/or buffers on the subject property. Therefore, unless we receive the additional information requested
below, we will have to move toward denial of your application as required by 15A NCAC 2H.0506 and
2B .0233(8) and will place this project on hold as incomplete until we receive this additional information.
Please provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Water Quality Certification
You have proposed impacts to streams, but have not stated which 404 Permit or 401 Water Quality
Certification you intend to use to impact these streams. Please state which permit and certification
you intend to you. You may want to contact the U.S. Army Corps of Engineers (USACE) to
determine which permit they will allow you to use. Please state which Permit (Nationwide,
Regional or General) number you intend to use.
2. Cumulative Impact Statement
In Section XIV of the PCN form, you must provide a cumulative impact statement. This statement
will be a short narrative description stating how this project will not result in additional
development.
401 Oversight/Express Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o,enr.state.nc.us/ncwctlands
One
Np
r hCaro1ina
J?aAMM1ly
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
City of Raleigh OF"
Page 2 of 2
September 19, 2006
3. Plan and PCN Copies
Please provide 3 copies of your revised PCN and plan sheets.
4. Buffer Mitigation
You show in your PCN application that 14,400 square feet of buffer mitigation is required for your
project. Please provide documentation showing how you will achieve this mitigation requirement.
Please respond within three weeks of the date of this letter by sending this information to me in writing
and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within three weeks, we
will assume that you no longer want to pursue this project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Cyndi Karoly or Amy Chapman at 919-733-1786 if
you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permits Unit
CBK/asc
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Filename: 061440CarolinaPinesDain Main tens nce(Wake)On_11old
RE: IDWQ A-1440 Carolina Pines Dam Maintenance
Subject: RE: DWQ 06-1440 Carolina Pines Dam Maintenance
From: Laurie Dennison <[e-mail]>
Date: Thu, 21 Sep 2006 13:16:27 -0400
To: [e-mail]
Please see attached the Division of Water Quality's request for more information related
to your recent application. Please note that this message is being forwarded to you
electronically so that you may expedite preparation of your response. Please do not send
your response as a reply to this e-mail or via fax. The hard copy is being sent via US
Mail. All response correspondence is to be mailed via hard copy to the 401 Oversight and
Express Permits Unit, 2321 Crabtree Blvd., Raleigh, NC, 27604 unless otherwise noted.
application/msword
061440CarolinaPinesDamMaintenance(Wake)On_Hold.doc Content-Type:
Content-Encoding: base64
1 of 1 9/21/2006 1:17 PM
A, OF E?7ki'kl
V
CA
City of Raleigh Public Works
Stormwater Management
Date: September 7, 2006
To: Department of Environment and Natural Resources
Attn: Amy Chapman
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
From: John D. Brubaker, Project Engineer II
Re: CAROLINA PINES DAM AND SPILLWAY
Dear Ms Chapman:
303d
20061440
Attached is a copy of the PCN Application Form for the Carolina Pines Dam
Rehabilitation to cover Buffer Impacts due to the spillway outlet. The installation of the
new outlet structure and the stone apron outlet protection will impact approximately 0.12
acres of riparian buffer and 80 linear feet of perennial stream.
I have also submitted this application to Jamie Shern at the Army Corps of Engineers,
Raleigh Regional Office.
If you have any questions, feel free to contact me at [phone].
Sincerely,
?t
John D. Brubaker, P.E., CFM
?D
SEP
7 2006
wErt,w4sAND "'AT ER
B glty
PO Box 590 or 222 W. Hargett St., Raleigh, NC 27602
Voice [phone] W fax [phone]
www.raleigh-nc.org
r,
3034
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 0 6 1 4 4 0
(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: Buffer Authorization
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?`
II. Applicant Information [_?
1. Ownef/Applicant Information SEP 7 2006
Name: City of Raleigh, Stormwater Management Division, Attn: John Brula x, J?RER QUALITY
Mailing Address: 222 West Hargett Street, Room 301 WETLANDS ANDSTQRMWATER RANCH
Post Office Box 590
Raleiah. NC 27602-0590
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: John. BrubakerAci.raleigh.nc.us
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:
Company Affiliation:
Mailing Address:
Telephone Number: Fax Number:
E-mail Address:
Page 5 of 5

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: Carolina Pines Dam Rehabilitation
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1702089929, 1702181682, 1702181614
4. Location
County: Wake Nearest Town: City of Raleigh
Subdivision name (include phase/lot number): Oleander Park
Directions to site (include road numbers/names, landmarks, etc.): Lake Wheeler Road (SR
1009) south of I-440, left (east) on Carolina Pines Avenue, 0.5 miles to Carolina Pines Lake
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): 35.7514 ON 78.6564 °W
6. Property size (acres): 6.99
7. Name of nearest receiving body of water: Unnamed Tributary to Walnut Creek
8. River Basin: Neuse
(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/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: Existing: Single-family residential in the immediate area.
Page 6 of 6
A-
10. Describe the overall project in detail, including the type of equipment to be used: Install
a new 5' x 10' box culvert for the spillway structure, including a new inlet at Carolina Pines
bake and a new outlet structure and outlet protection. Spillway length will not change.
11. Explain the purpose of the proposed work: Increase the capacity of the Carolina Pines Lake
Spillway to meet current North Carolina Dam Safety criteria.
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. N/A
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.
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: Installation of new outlet
structure for new spillway at Carolina Pines Lake. Includes rg ading, construction of outlet
structure, and placement of dissipater pad.
Page 7 of 7

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 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) Area of
Impact
(acres)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: None
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
Perennial or Average Impact Area of
Number Stream Name Type of Impact
Intermittent? Stream Width Length Impact
indicate on ma Before Impact linear feet acres

I UT to Walnut
Grading
Perennial 8'
56'
0.12
Creek

2 UT to Walnut
Outlet structure
Perennial 8'
Creek

3 UT to Walnut
Dissipater pad
Perennial 8'
24'
Creek
Total Stream Impact (by length and acreage) 80' 0.12
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)
Page 8 of 8

6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.12
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres) 0.12
Total Stream Impact (linear feet): 80'
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.
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. Design will minimize impacts
by utilizing the existing 60" RCP and by not extending the new 5' x 10' box culvert further than
the existing 60" RCP. Due to existing houses in the immediate vicinity, alternative discharge _
points are not available.
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.
Page 9 of 9

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.
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 10
IX.
X.
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 ?
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 213 .0233
(Meuse), 15A NCAC 213 .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
(square feet) Mitigation
1 4,800 3 (2 for Catawba) 14,400
2 0 1.5
Total 4800
* 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. Disturbed area will be stabilized with rip-
rap dissipater pad.
Page 11 of 1 I
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. No proposed additional impervious surface.
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.
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/ncwetiands. 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).
v ? a. ???? O (Q ?Oa
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
~ S
R U GENERAL NOTES ~ k
~ ~ ~ ~
S E S BOLS _!I_____..M 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED ti. ~
ABB EVIATIONS STA DARD SITE NOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE ~ O K EXERCISING REASONABLE EFFORTS TO PROTECT ANY ~ "A
DESCRIPTION EXISTING NE ON RESPONSIBLE FOR SCRIPT) ME TS. THE CONTRACTOR SHALL NOTIFY THE W ~ UNKNOWN UNDERGROUND ELE N
SE MAX MAXIMUM ABC AGGREGATE BASE COUR N „ ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD
MED MEDIA N 75•t5'3o° E N 7515 30 E PROPERTY LINE AC ACRES MH MANHOLE )PERTY LINE CATION TO THE ILLUSTRATED DESIGN. NECESSITATE MODIFI ~
A~ 3to.oo' 310.00' APPROX APPROXIM MIN MINIMUM b AY ASSOCIA`I')JS, INC.
R11 RIGHT OF WAY ASPH ASPHALT MJ MECHANICAL JOINT - HT OF W JACENT PROPERTIES THE GENERAL PUBLIC, AND ALL OF THE ~ 2. PROTECT ALL AD EST. 1999
A AMERICAN WATER WORKS ASSOCIATION AWW MON MONUMENT ' SHOULD DAMAGES OCCUR CONTRACTOR SHALL REPAIR ~ ~ OWNERS FACILITIES. 3EMENT AS DIRECTED BY THE ENGINEER.
EASEMENT K OF CURB MTL METAL IMMEDIATELY ~
g-B BACK OF CURB TO BAC ONITOR WELL MW M _ _ _ _ _ SETBACK BACK LD HARMLESS THE OWNER AND THE ENGINEER FOR 1 $
BLDG BUILDING 3. CONTRACTOR SHALL HO d DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE
BM BENCHMARK NOT APPLICABLE N/A - ~ LIMITS OF CONS .ITS OF CONSTRUCTION T1VITlES. CONSTRUCTION AC
BOC BACK OF CURB NORTH AMERICAN DATUM 1927 NAD 27 BOL BOLLARD NAD 83 NORTH AMERICAN DATUM 1983 407 Gorman St.
314.00 SPOT ELEVATOOP BVC BEGIN VERTICAL CURVE NORTH BOUND LANE ~ 3rZ-~-°°~ OT ELEVATIONS EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE 4. TREES AND Suite 101
WIRE NBL BW BARB NC NORMAL CROWN BENCH MARK PROTECTED DURING CONSTRUCTION. Raleigh, North Carolina 27607 NCH MARK
NC GRID NORTH CAROLINA GRID
C&G CURB AND GUTTER NORTH CAROLINA DEPARTMENT 5. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS. ILDINGS 919-833-7336
LEVISION NCDOT BUILDINGS CAN CABLE TE OF TRANSPORTATION HALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF Fax:[phone]
CB CATCH BASIN PAVEMENT, SIDE CBL CABLE NCGS NORTH CAROLINA GEODETIC SURVEY SIDEWALKS 6. CONTRACTOR S VEMENT, LUSTRATED CONSTRUCTION A~.;TIVITIES AT THE JOB SITE. wwvy.bbmassociates.com ALL IL
CFS CUBIC FEET PER SECOND IRON PIPE
NIP NEW - CURB AND GUT CHL CHAIN LINK NTS NOT TO SCALE RB AND GUTTER SHALL PROVIDE EXCAVATION AND TRAVELING OPERATIONS AS 7. CONTRACTOR
CI CURB INLET REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS. EE LINE
IRON PIPE TREE LINE CIP CAST 0 C ON CENTER /
~ CENTERLINE OUTSIDE DIAMETER _ OD ~ ~ ' • • • - POND, LAKE, RI 8. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND ?ND, LAKE, RIVER, STREAM AT HIS EXPENSE.
CM CONCRETE MONUMENT OVERHEAD GATED METAL PIPE OH SHALL MAKE REPAIRS
CMP CORRU OSHA OCCUPATIONAL SAFETY AND RETAINING WALT :TAINING WALL LL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL 9. CONTRACTOR SHA
CO CLEAN OUT HEALTH ADMINISTRATION COM COMMUNICATION OVERHANG ~ EXISTING VAULTS REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS, ( CAR
OVH - x X _ - x x FENCE CONC CONCRETE .NCE FI (SHED GRADES AND SITE PLAN. ALL ~H,,,,,.0~~ CLEAN OUTS, MANHOLES ETC. TO MATCH N ,,.,y ;
CONSTR CONSTRUCTION PARKING AREA . - P/A - ~ _ - SWALE/DITCH R SHALL BE COORDINATED WITH THE ENGINEER. . ~ oFtiSSlp ;q ; SUCH WOK
CONTR CONTRACTOR POINT OF CURVATURE R PC VALE/DITCH a t
_ COR CORNE CC POINT OF COMPOUND CURVATURE SIGNS BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE NCE 10. UTILIZE U LT FE TY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION
INA POWER & LIGHT P SILT FENCE CP&L CAROL PED PEDESTAL SAFE F ~~g
CULV CULVERT POINT OF INTERSECTION M ACTIVITIES. -,,q .yGiNE,,• c, iECK DA
D WATER PI CHECK DAM CW GRILLE PING POINT OF INTERSECTION NO CURVE ATE WITH THE OWNER AND ADJACENT M• MA,,~` 11. THE CONTRACTOR SHALL COORDIN ,0~
PIV POST INDICATOR VALVE INLET PROTECT Q DELTA PROPERTY LINE LET PROTECTION UTSIDE OF PROPERTY LINES. 6'~~ PROPERTY OWNERS AS REQUIRED FOR WORK 0
ECK VALVE ~ DCV DETECTOR CH POINT ON CURVE
DETECTOR CHECK VALVE POC BOLLARD DDCV DOUBLE POINT ON SPIRAL )LLARD UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE 12.
INLET POS pl DROP POT POINT ON TANGENT ~ ~ CATCH BASIN, LEFT OPEN OR UNPROTECTED DURING NON-WORKING HOURS. UTILIZE SIGNS, ATCH BASIN, CURB INLET, DROP INLET TY OF THE GENERAL PUBLIC.
DIA DIAMETER POWER POLE ? ~ ~ ~ ~ BARRICADES, ETC. TO ENSURE THE SAFE MINARY PRELI
CTILE IRON PIPE PP DIP DU pRC POINT OF REVERSE CURVATURE ~ ~ MANHOLE, JUN ANHOLE, JUNCTION BOX ACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS
DRW DRIVEWAY POUNDS PER SQUARE INCH O ~ STIC WATER PSI DW DOME pT POINT OF TANGENCY 13. THE CONTR LANS P ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE
? FLARED END S _ARED END SECTION TED ON PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION. ILLUSTRA
PVC POLYVINYL CHLORIDE EBL EAST BOUND LANE POINT OF VERTICAL INTERSECTION DO NOT USE FOR
FACE P~ o o CLEAN OUT EF EACH p~T PAVEMENT LEAN OUT (STING SITE SURVEY INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY 14. EX CONSTRUCTION
EG EXISTING GRADE PREPARED BY BBM ASSOCIATES, IPJC. DATED SEPTEMBER 1999. RE HYDRANT
ON PIPE ~ ai- FIRE HYDRANT EIP EXISTING IR RADIUS
ECTRIC R ELEC EL R W RIGHT OF WAY / ® VALVE 15. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE ALVE
ELEV ELEVATION REINFORCED CONCRETE PIPE CTRIC METER RCP FOUND, NOTIFY ENGINEER SO THAT MODIFlCATIONS TO THESE DRAWINGS CAN BE
EM ELE RETW RETAINING WALL PAVEMENT E © D ¦ ¦ ¦ ELECTRIC, GAE EOP EDGE OF REVISED ~ LECTRIC, GAS, WATER METER MADE.
ENT REV ESMT EASEM RPZ REDUCED PRESSURE ZONE
CAL CURVE c ?r ¦ ¦ CABLE, TELEPI EVC END VERTI T RIGHT ~ E PEDESTAL 16. ALL WORK TO BE PERFORMED ACCORDING TO OSHA SAFETY REGULATIONS. ABLE, TELEPHON
T1NG R EX EXIS Ryypl RIGHT OF WAY MONUMENT 17. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE CITY OF RALEIGH RANSFORMER INSPECTIONS.
L ® ® TRANSFORMER EW EACH WAL FOR ALL REQUIRED
1~' * ~ LIGHT POLE, V IGHT POLE, WALL LIGHT
FES FLARED END SECI'lON SANITARY 18. ALL CONSTRUCTION TO BE IN ;C:.ORDANCE WITH ALL CITY OF RALEIGH AND
D FLOOR ELEVATION SAN FFE FINISHE SB SOIL BORING RADE .~------0 UTILITY POLE WIRE ~ NCDOT STANDARDS AND ~p~':<<ICATIONS. 1TILITY POLE W/GUY
FG FINISHED G SBL SOUTH BOUND LANE FH FIRE HYDRANT SHT SHEET RMAT A: B WHERE M""I ALL SLOPES ARE SHOWN IN THE FOLLOWING UNITLESS FO
~ MONUMENT FNC FENCE SIA SIAMESE CONNECTION UMENT 19' rfON "A" IS A HORIZONTAL DISTANCE AND "B" IS A VERTICAL DISTANCE. F--~
FOC FACE OF CURB IG SIGNAL ANITARY SEk'ER CONSTRUCTION TO BE IN ACCORDANCE W 0. ALL WATER ANO S YELL 2 ,
ER SECOND S ~ WELL FPS FEET P IGNAL POLE ~ SP S WITH THE CITY OF RALEIGH PUBLIC UT1L11Y HANDBOOK. C!1
SPECS SPECIFICATIONS SIGN iIGN
GALV GALVANIZED STATION -o- ~ -r ,T L CONTRACTOR STA AL CIVIL SITE JOB DESCRIPTION GENER H H
GC GENERA STM STORM LINE TREES FREES
GL GAS SW SIDEWALK GM GAS METER THIS JOB CONSISTS OF CLEARING AIJD GRUBBING, TOPSOIL STRIPPING, SITE a H
R MINUTE ~ o ? l ~ THRUST BLOC GPM GALLONS PE TANGENT ~ THRUST BLOCK, PLUG, REDUCER GRADING, EROSION CONTROL MEASURES, STORM DRAIN INSTALLATION, SEEDING,
T GRV GRAVEL TBM TEMPORARY BENCHMARK ~ 8 SOIL BORING SANITARY SEWER INSTALLATION, WATER LINE INSTALLATION AND OTHER WORK AS 301E BORING DESIGNATED. ALL CONSTRUCTION SHj' L CONFORM TO THE CITY OF RALEIGH
GN GATE VAL TCP TERRA COTTA PIPE AND OR NCDOT STANDARDS AS AP°LICABLE. ALL GRADING OPERATIONS, FOUNDATION ^
GV GAS VALVE L TELEPHONE TE 1 COLUMN LINE / )OLUMN LINE NUMBER EPARATION BACKFILLING, ETC. SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS E..t PR
GW GUY WIRE TEMP TEMPORARY OF THE OWNER'S INDEPENDENT SOILS TESTING LABORATORY (ITL). H
TOC TOP OF CURB 2 KEY NOTE NU (EY NOTE NUMBER H-I
HC HANDICAP TOE TOE OF SLOPE EXIT 297
HCP HANDICAP PARKING TOP OF SLOPE AMP TOP 3 STORM DRAIN HCR HANDICAP R TpW TOP OF WALL STORM DRAINAGE STRUCTURE NUMBER
HDW HEADWALL Tp TELEPHONE POLE
4 SOIL BORING Hp HIGH POINT TRANS TRANSFORMER SOIL BORING NUMBER w 0 z
HT HEIGHT np TYPICAL SANITARY SEWER STRUCTURE NUMBER 40 a
ETER 5 SANITARY SE' ID INSIDE DIAM ~ N Rl(/ , N
IN/HR INCHES PER HOUR UNDER CONSTRUCTION _ _ _ _ _ _ U/C _ ¦ ~ ~ ¦ STORM DRAIN STORM DRAIN LINE N~ R 0
INV INVERT U G UNDERGROUND - - - - - - - - /
ISL ISLAND Up UTILITY POLE - ST1NG LABORATORY ___-ss-_-- _ss__-- SS SS- SANITARY SE ITL INDEPENDENT TE SANITARY SEWER LINE C'I'E
VC VERTICAL CURVE ~{~M-- FORCE MAIN JB JUNCTION BOX VITREOUS CLAY PIPE -FM- FM VCP FORCE MAIN CAROLINA ISSUE SEQUENCE RO dp PINES o~ N0. DATE DESCRIPTION
~Hf AVE 0~ ~ WATER LINE DR ot~ -o
w w -W W- WATER LINE L LENGTH YyBL WEST BOUND LANE ~ A 8 24 00 ISSUE FOR OWNER REVIEW
LF LINEAR FEET WATER LINE ----DW------pw---- -flVl}-DW- DOMESTIC ~o ~ G DOMESTIC WATER ~ s Rglyj 3 20 06 RflI~D PER Q19 ~ RNDpI Cp1E1115 ~ R r ~ Sr
LGT LIGHT yyM WATER METER S o 06 15 06 REV19D PER O>Y ~ RNEIai Oa1fR15
LP LIGHT POLE yyV WATER VALVE - ____Fp______Fp__-- -FP FP FIRE PROTEC FIRE PROTECTION LINE pg0~ r qRg 5 0 ~ ~s
LS LANDSCAPED yyyy WOVEN WIRE LT LEFT r
~ ~ - G G - GAS LINE GAS LINE sG~ OP '~o
NO ALL SYMBOLS AND ABBREVIATIONS MAY _ - E- ELECTRIC (0' HEAD e~ A ELECTRIC (OVER ) 6 oUN
OJECT. E - - E E NOT BE APPLICABLE TO THIS PR ~ ( CAR S !a PINE
DRAWI G IN EX ------uE---- --LIE-LIE-- ELECTRIC (UI ELECTRIC (UNDERGROUND) A`1E
COVER uE
0.1 SITE STANDARD ABBREVIATIONS AND SYMBOLS ~ C TELEPHONE AN r r - T T - TELEPHONE (OVERHEAD) ~P' OR'
C0.2 TRAFFIC CONTROL PL Sv P~ P
C0.3 DRAINAGE AREA PLAN - TELEPHONE ~ DITIONS AND DEMOLITION PLAN ----ur------ur --UT--UT C1.1 EXISTING CON TELEPHONE (UNDERGROUND) ~ FP lRr~ ~ A~ nn~
C2.1 SITE LAYOUT PLAN ROAD 1~iW ~1V L T ITE S
F F - F F - FUEL LINE C3.1 SITE GRADING PLAN FUEL LINE NS TIO VIA BBRE
C3.2 EROSION CONTROL PLAN A UNDERGROUND CABLE
LWAY PLAN ----uc------uc---- -UC-UC- UNDERGROUI C4.1 PHASE 1 SPIL LS BO YM S AND
C4.2 PHASE 2 SPILLWAY PLAN FILE v v -V V- VENT LINE VENT LINE
C4.3 PRO C7.1 CIVIL/ SITE DETAILS 0 ti
CIVIL SITE DETAILS s - S S - STEAM (OVE C7.2 / - s STEAM (OVERHEAD) z
C7.3 CIVIL/ SITE DETAILS ~ •
4 CIVIL SITE DETAILS s____ -.-US-{1S- STEAM (LING C7. / us u STEAM (UNDERGROUND) ~
C7.5 CIVIL/ SITE DETAILS GUARD RAIL
C7.6 CIVIL/ SITE DETAILS GUARD RAIL
C7.7 CIVIL/ SITE DETAILS
C7.8 CIVIL/ SITE DETAILS
C8.1 SPILLWAY DETAILS VICINITY MAP JL: ECT NO.: SME001.000 DESIGNED
C8.2 SPILLWAY DETAILS NOT TO SCALE NED BY: EWS KED BY: AMM 12/06/99
C8.3 SPILLWAY DETAILS
C8.4 SPILLWAY DETAILS C9.1 CROSS SECTIONS

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DILIGENCE" SO AS TO PREVENT ANY DESTRUCTION OR 5 87.38 281.88 r r r r r r r / r / r, I •ll 5 294.58 2 r r l r r r r/ r r / r r EST. 1999 TT
INTERRUPTION OF CONCEALED UT1LITlES WHICH ARE INTENDED TO r r r/ r r r r r r r, r ~ 1 6 279.94 267.94 271.09(4") 267.94 r r r r r~ r i s / ~ r r r
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IDENTIFIED SHALL BE REPORTED TO THE ENGINEER BEFORE 9 UN , REMOVAL FOR FINAL DISPOSITION. ~a 284.03 273.68 273.23 ~ i ~ / i i l~ ' /•ti ~ ~ 5' ~ I ' ~ r r r r 407 Gorman St.
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; ~ ASPH, S/W, CONC PADS AND/OR C&G TO BE REMOVED. 0 ~ c ~ ~ " ~ 1 T C&G S W ETC. TO PROVIDE ~ - ~ ~ ~ ~ SAW CUT EX PVM , / , ~ ~ I ~ ` : ~ I A ERSON HOMES C ~ ~ / / H
IGHT AND UNIFORM LINE FOR REMOVAL. EX PVMT, J, ~ STRA v ENV: ~;~es.3 ~ ~ ~~ry 1 :I I~ lu so" RCP a~ ~ l ~ < 1 r I. r bT 38 OLEANDER P RK ~ v ~ ~ ~ / 275.17( f OTHERS) ;h~,~, pH ~ 4 BM 97-16 B ~ ~ ~ l
`Z` ~ ~ H ~ 1\~ ' • 1 W ETC. NOT INDICATED FOR REMOVAL, WHICH IS ~ , ~ ~ ~ , C&G, S/ , 0 , ~ ~s., ~ 1~ I` 1 : ~ ~ 1702.18.143 r ~ ~ ,55 ~A\ PI h-i v /A INU. 36 RCP W , , iy yw
HALL BE ~ ~ ~ DAMAGED DURING DEMOLITION/CONSTR, S ~ G ~Rc ~ ;:a ~ a~ 1~ g75~25 BY OTHER ) ~ ~
REPAIRED OR REPLACED TO MATCH ORIGINAL CONDITION. , ~ , , ~ ~ - ~ F , ~ ~ ~ ~ : \ far NF ~ ~ ~ ~ ' ~ r m~ ~ ~ -5~'~ \ R N HO E 6- i ~ ~ H C-' ~NDE 1~ CuRB INI I T
~ L~ ~ L ~ ~9 0 ANDE PART( TOP=2~,i
6 INV:I288.65--~ ~ 6p SOP <o~ SOP ~ bt 4 BM 97-1678, ~ ~ S--'- ~ ~IL INV OU1 ~I76.33 ~T~ ^ . \ v r - , S ~ ~i ~ • 1.702.1~04s9 r 1 N F-~I h~ I ~ PR1
INDIVIDUAL TREES SHRUBS TO REMAIN AND BE PROTEC~iT=D. y N ~ , , 4i ~ I ` / - N 467`3.1904 ' ~ p ~ \ 8~0~'JN, ~ 8 0 n
~ . PIN: 1702.08.8369 E 416.0197 ~ i ~ ~ \7 \ X20 - ~11~
SOIL B , q
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i~ i' ~ - ~ ~ ~ ~ v~~ ~ ` ~ CULVERT DIAMETER INV IN INV OUT g0 ~ - - ~ ~ A o o ~ H ~ ~,I, ,
1 36" 84.46 283.22 ~ ua ~ ~ ~ V~ \ \ r ~ H
NOTES KEYED TO PLAN ~ , ~ , 2 36" 284.42 282.99 ~ 6 ~ ~ ~ ~ \
3 3 284,41 282.98 / ~8~ \ ~ ~ A STRUCTURES/UTILITIES TO BE REMOVED. O 1 F~-i
\ P ~ ~s: ~
TE EXISTTNG OVERHEAD POWER LINES UNDERGROUND. ~ ~ ~ ~ ~ ~ ~ ` B RELOCA
OR TO COORDINATE WITH CP&L. CONTRACT ~ ~ i~ ~ BORE B \ ~ ` ~ \ k ~ ~ t" 1: i
~ ~ - 2~8 291.66 ~ ~ \ \ ~ 1 ~ \ . i
N AND BE PROTECTED. ~ ~ ~ ~ C STRUCTURES/UT1LITlES TO REMAI / 462El:~175 ~ \ \ \ , ~ /
/ / ~ -E 4705.49 0 V A ` - ~ ~ ~ ~ 9L rye EX SSMH#9
D STRUCTURES UTILITIES TO BE MODIFlED. ~ ~ ~ ~ / i E ~ ~ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 'L `1 +
~ 1 ~ \ ~ ~ ~ o, G \ ,n N/F ` ~ ~ ~lES UE SE UENCE ~ \ ~ x QUEST PROPER ~ ISS Q
TRUC110N LIMITS. ~ E CLEAR AND GRUB AREA WITHIN CONS I 1 1 1 1 ~ ~ IVA 5 \ 1 ~ \ , , PIN: 1702.16.137
1 1 . ~ ~ 0. DATE DESCRIPTION
F EXISTING TREES TO BE PROTECTED. ~ ~ 1 ~ r Imo, ~ TOP: 280.77 1 1 ` ~ ~ ~ ~ ~ . INV IN: 276.6 04 14 00 SD SUBMITTAL
CAROLINA PINES LAKE 1 I ~ 1 ~ ~ ~ ~ ~ I ~ . ~ ~ INV OUT: 27 .42 4 0 ISSUE FOR OWNER REVIEW , r 8 2
CTION FENCING SEE DETAIL SHEET C7.1. WSEL f 284.50) ~ 1 1 NEW TREE PROTE G CITY OF RALEIGH 00 ~ I I I ~ ~ \ ~ ~ , r. - ~ 3 20 06 I~IKID PfR qn ~ RN?6N CCIIfNrs
1 I 1 , ~ \ ~ • _ collars
COORDINATE WITH PUBLIC PIN. 1702.08.9150 y~, H GAS LINE TO BE REMOVED AND REPLACED. ~ I I l ~ \ ~ ` ~ \ a 06 15 06 RENSfD PfR Cn'1 CF RhIflGN
SERVICE NATURAL GAS. ~G 0 `i ~ B RE 1 B RE 2 ~ ~1+~r ~
R LINE TO BE REMOVED AND REPLACED. SEE SHEETS ~ 90 I EXISTING WATE 0 ~
D C4.2 FOR MORE INFO. y 1 C4.1 AN 1 ~ ~ ~ \ z ~ ANDERSON OMES INC ~ ~ s ~ ~ ~ ~ ~ ~ 170 18.2209 \ o ~ ~ ~ ~ ~ PIN.
~i RDRAIL. 1 ~ , ~ ~ /
J REMOVE EXISTING GUA ~ J' 1 _
I ~ ~ ~ ~ r
K 2,746 SF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND REPLACED. ~i / I ,
s / ~ ~ ,v ,
ASPHALT PAVEMENT TO BE REMOVED AND ` L 1,423 SF EXISTING t \ ~ T I X E t l \ l ~ ~ ~ ~ ~l, ; Ex ssMH#lo
REPLACED. / ~ ~ 1~ ~ k f N \ ~ ~o ~ I IT ND . 0
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M 339 SF CONCRETE DRIVE TO BE REMOVED AND REPLACED. ~ L P N ITI ~ 1 L M DE
REPLACED. ~ / ~ ~ ~ J: ` R BORE 3 ~ ~ ~ • ~ \ E ~ ~ NO
N 295 SF CONCRETE DRIVE TO BE REMOVED AND i 2as.5 ~ >-o \ar EP ~ \ 0
0 74 LF OF 30" CURB AND GUTTER TO BE REMOVED AND REPLACED
APRONS TO BE REMOVED AND REPLACED. / AND FOUR DRIVE / / ~ E ~ ~ > ,~k,
EPLACED. GRAPHIC SCALE P 20 SF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND R l f / `S C\ ~ k Ir \ I ice'
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IN FEET~ / \ p y /RIM: 289.79 DESIGNED BY: INV IN: 377.84 CHECKED BY: AMM EWS
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1~ 11 1~ Ifi l , 1 , f
r. ,l . , r , 1Z f~1 1 I , r . , ~ I! I 11 1' I I l ' i I / ~ Y
CONSTRUCTION SEQUENCE FOR 1, l r , 'I / , ' / / , '
EROSION CONTROL DEVIC S AND MEASURES l 11 , I I 1 / ~ ~ I ~ / I Il ~ , , ~ 1 I I , I l / , / \ ~ / , /
GE ERAL T S NOTES KE 10 S E ED 0 PL , , , , I ' ~ / / r ~ 0 , ~ 1 r r , I r 1,1 ~ / 1 f /'1
1. INSTALL TREE PROTECTION FENCE. CONTACT PEGGY BLEDSOE 1. CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL A TEMPORARY M =MPORARY MESH & GRAVEL INLET PROTECTION. , , r f , I 1 r 1, / , , , , , W (J1
AT 890-3748 TO SCHEDULE AN INSPECTION. WASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL SEE DETAIL SF ,,/rlf r,rl 1 1 / r / ,r 1 EE DETAIL SHEET C7.1. , , r / ~ ~ /r J ~ ~ / , ~ , ~
REQUIRED APPROVALS AND CONDITIONS DICTATED BY THE JURISDICTIONAL B TEMPORARY CI ~ ' r , l r ' ~ 1 , /i / r i , '
2. SCHEDULE AND CONDUCT A PRECONSTRUCTION CONFERENCE EROSION CONTROL AUTHORITIES. =MPORARY CHANNEL LINING, SEE DETAIL SHEET C7.4. ~ , , ~ ~ ~ , / ~ , ~ b ! ~ r , , , ~ / , , / ~ / , f ASS~CIA'I`ES, INC.
WITH THE EROSION CONTROL INSPECTOR AND THE STORMWATER 2. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER r I, r,,I r r ~ M , 1 ~ I , , , ~ , ~ / , , I EST. 1999
SERVICES STAFF. OBTAIN ALAND-DISTURBING PERMIT. PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL SHEET C7.1. C STABILIZE SITE TABILIZE SITE AS AREAS ARE BROUGHT UP TO i r 1 r ' ' , ' / ~ r ~ ~ . . , ~ 1 ~
FINISH GRADE GRADE WITH VEGE ATION. SEE SEEDING r , ' r ' ' , ~ ' ~ ' ` NISH T , , , I , r l , , / \ , r r ~
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY 3• PROVIDE SEEDING AND 4 TOPSOIL OVER ALL AREAS OF SITE WITHIN CONSTRUCTION LIMITS UNLESS OTHERWISE NOTED. SCHEDULE ON DIVERSIONS, SILT FENCE, SEDIMENT BASIN OR OTHER r r l r I1 ~ 1 1 CHEDULE ON DETAIL SHEET C7.1. I / \ ~ , ~ l l 1 , / r , , f r b' , / / / / \ r r , , „ / , /
MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR 4. DISTURBED AREA = 1.2 ACRES. / , ' I• r ~ d ~ I, l/ l l l r r
ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED 5. NO LAND DISTURBING ACTIVITY SHALL OCCUR WITHOUT EROSION AND , , ~ / / / / , ~ / / ~ / r / / ~ ~ / / / ~ / r I / f r
TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY SEDIMENT CONTROL PLAN APPROVAL AND WITHOUT GRADING PERMIT ISSUED / i i I r/ r / f r ~ 407 Gorman St. 1 , I ,
AFTER INSTALLATION OF THESE MEASURES. BY NCDENR LAND QUALITY SECTION. THE TELEPHONE NUMBER IS ~ ; l 1 1 Surte 101
919-571-4700. , , ~ I/ / ~ f f , ~ / ~ ~ , / ~ / ; f Raleigh, North Carolina 27607
4. CALL FOR ON-SITE INSPECTION BY THE EROSION CONTROL COMPLIANCE. ~ INSPECTOR TO OBTAIN A CERTIFICATE OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF / / ~ I/ / , i , , ! / 1
TEMPORARY AND PERMANENT EROSION CONTROL MEASURES DURING / ; ~'~~'~r==._ - ' ~ f ~ ~ 919-833-7336
5. BEGIN CLEARING AND GRUBBING. MAINTAIN CONSTRUCTION. ' i i / ~ 4/ f r ' f ~ , vj l I, / r f ; Fax: [phone]
DEVICES AS NEEDED. ROUGH GRADE SITE. 7. IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE 113A-57 2 ' i / ~ ~ l f j , , , , ~ ~ /r , f ~ www.bbmassoc~ates.com
SLOPES LEFT EXPOSED ARE REQUIRED WITHIN 15 WORKING DAYS OR 30 ~ ~
6. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, WHICHEVER ~ + 0~ / ti ~ ~ /
IMENT TRAPS OR / MESH AND GRAVEL INLET CONTROLS, SED PERIOD IS SHORTER, TO BE PLANTED OR OTHERWISE PROVIDED WITH / / 1 r , , , , / , , ~ ~ / ,
OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN ' OF SITE ETC. / - BEGIN CONSTRUCTION EROSION. ALSO, IN ACCORDANCE WITH THE NORTH CAROLINA 1 1 / , , ~ r r 1~ , / r
ADMINISTRATIVE CODE, T1TLE 15A, SUBCHAPTER 48, SECTION .0107 B / _ 7, IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE PROVISIONS FOR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST ~ ~ ' , , / r , , / , / / _ ~ , l 1 / / , 1
113A-57 2 SLOPES LEFT EXPOSED ARE REQUIRED WITHIN 15 0 KI G DAYS OR 90 CALENDAR DAYS % BE ACCOMPLISHED WITHIN 15 W R N ~
WORKING DAYS OR 30 CALENDAR DAYS OF COMPLETION OF ANY FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER / ~ \ , / 1 l i ~ ' \ \ ~ \ ' ~ ' ' I IIIHNbI,
PHASE OF GRADING, WHICHEVER PERIOD IS SHORTER, TO BE PERIOD IS SHORTER. ALSO, TEMPORARY EROSION AND SEDIMENT CONTROL / / , . B ~ ~ I I .~H CARP/ ,I'~~.
PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, MEASURES SHO LD NOT BE REMOVED UNT1L APPROVED BY THE DESIGN ~ 0 1 \ 1 I i , r OFESSI~ :9
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. ENGINEER OR HE CONTRACT ADMINISTRATOR/STORMWATER SERVICES ~ ~ ALSO, IN ACCORDANCE WITH THE NORTH CAROLINA ~ / ~
STAFF/CITY OF RALEIGH SEDIMENT AND EROSION CONTROL INSPECTOR. / ~ ADMINISTRATIVE CODE, TITLE 15A, SUBCHAPTER 4B, SECTION ~ / ~ , ~ '1 ~ I i I ~ , / Q I 1 , , r to - 1 111 ~ _ , 1 I 1 ~ / I
.0107 B PROVISIONS FOR A GROUND COVER SUFFICIENT TO 8. THE CONTRA TOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL ~ ~ ' , ~ f ~ 11 1 r I S 1 10° ~ !f B - I , 1
RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15 WORKING AREAS. / ~ / i ~ ~ v f ~ M i d ~ r I ~ ;i, ~ so 1 / ~ Fly ' ~ ,
DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF g, REFER TO SHEET C4.1 AND C4.2 FOR GENERAL CONSTRUCTION / ~ ( / l , ~ \ / l ' I ~i''~ ;tip
/ CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SEQUENC \ s,1-~ I ~ / ? \ 1 I ' l I ''~rlllillllll` 5 •Qtl 1 I ~ I I I r /
SHORTER. ALSO TEMPORARY EROSION AND SEDIMENT CONTROL / .~E 10. SEE SHE C7.1 FOR SEEDING SCHEDULE. / ~ > I~ ~ \ / I r` ~ f ~ ~ /
MEASURES SHOULD NOT BE REMOVED UNTIL APPROVED BY ~ , DESIGN ENGINEER OR THE CONTRACT I ~ i ~ , I 1 / ~ v II~d=271.48
! I I ~ I I ADMINISTRATOR/STORMWATER SERVICES STAFF/CITY OF RALEIGH ! ! , ~ ~ II ~ / ~f , r ~ f , 7
SEDIMENT AND EROSION CONTROL INSPECTOR. % ~ , , ; , ~ ! / , ~ \ n f 1 ' ~ f PRELIMINARY
/ ! , ,1; , ~ ~v r
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE ~I ~ % ~ ' 8. ~ _ STABILIZED COMPLETELY, CALL FOR AN INSPECTION BY THE r , \ ~ ~ PLANS ` I I
\ / ~ ; , EROSION CONTROL INSPECTOR. \ / ~ / ! ~ ~ r ~ ~ ~ I (DROP INLET ~ d`~ \ / OP=275.86
\ r \ \ Irw IN=272.26 DO NOT USE FOR
0 MPORARY DIVERSIONS SILT i / 'i ~ ~ i~ 9. IF SITE IS APPROVED, REM VE TE \ , ~ I ~ I ~ / PV IN=272.26
FENCE SEDIMENT BASINS ETC. AND SEED OR STABILIZE ANY - I ! I , ~ ~ ~ ! ~ ~ \ 1, / ~ ouT=272.os CONSTRUCTION
\ I i ~ ~ RESULTING BARE AREAS. ALL REMAINING PERMANENT ~ ~ ` ` ~I ~ ice, \ \ /
EROSION CONTROL DEVICES SUCH AS VELOCITY DISSIPATORS, i ~ ! ~ ~ ` SHOULD NOW BE INSTALLED. ~ ~ \ ~ " I ' , ' W"' I /`t5 ~ \ i ~ ~ \
I •
TABLISHED CALL FORA ' ' ~ ~ I 10. WHEN VEGETATION HAS BECOME ES , z r , / v ~ A / v ~~q~~ CU INLET
FINAL SITE INSPECTION BY THE EROSION CONTROL I' ~ ~ - - r of r} / A / T =280.07 - Q. / \ i \ dV RJ=275.12
INSPECTOR. OBTAIN A CERTIFICATE OF COMPLETION. ~ ~ - ~o ~ Q 3 ~ ~ ~ py C B INLET , INV OUT=274.86 ' v _
11. TOTAL DISTURBED ACREAGE 1.2 ACRES a ~ , g 1 J 1 ~ TO 279.63 1~`, I G ~ ~ t' \ / INV I =275.8 ~ I /fig ~ v CURB INLE \ / ~ruP _ /
~ / , TOP=279.63 NV 0 T-2 3 0 I / 4, q9 A .~5 ~ CURB INLET ~
1 ~ I of _,.~(Na( IN=275.83 \ - ~ . \ - \ / TOP-279.63 ~i 1 / ~ INV 01`~T-275.83 \ \ INV IN=275.83
~ ~ ~ h I ~ 1 / 1 / ~ ~ ~ ~ / y ~ C - ` r ~ \ ~ INV OUT= 3 / ~
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' ~ ! I 1~- i > ~ \ A v 1 I
~ ~ ~ 0 i ~ ~ ~ ~ i ~9 \ 1 r I ~ L \ ,f \ ~ CURB INLE I H"1
9~0 ( ~ 9 ~ • ~ ~ ~ ~ \ \ , \ Q \ \ , ~ P TOP=279.51
\ ~ ! '4 ~ ! I \ ~ ` N11' INV OUT=276,33 ~ ~ G \ \ ~N a \ - I ~ R F-I w
~ ! ~ ~ h \ SP \ ,
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~ 27 . \ ~ ~ ~ \ ~ \ \ ~ ti I
~ / ~ ~ ~ ~ ~ ~ ~ \
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\ ~ ~ ~ \ L ` N~ ~ \ 'L \ ,
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I ` vv , ~ ~ , I \ 1 \ ~ ~ \ \ 1\ ISSUE SEQUENCE
\ ~ . ~ 1 \ ~ 1 ~1 '
~ \ \ \ \ N0. DATE DESCRIPI'lON \ \ \ I TOP: 280.77
CAROLINA PINES LAKE ~ ~ \ ~r ~ INV IN: 276.6 04 14 00 SD SUBMITTAL
(WSEL (284.50) ~ ti 1 ~ \ \ ® , INV OUT: 27 .42 ~ ` , ~ 08 24 0 ISSUE FOR OWNER REVIEW
~'o y 1 \ 1\\ ` \ 3 20 O6 REND PER tlitl RNfIAI CaIEKrs
~ ~ i \ ~ \ 1 \ -28
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1 1 ~ ~ i ~ ~ ~i 1 ~ ,
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i
IN FEET~ PROJECT NO.: SME001.000
1 inch = 30 M / DESIGNED BY: EWS
' 29 / I CHECKED BY: AMM DATE: 12/06/99

r
R U
NOTES KEYED TO PLAN ~ k EXIStIrJG SANTARY SEWER TNHLE NEW SANITARY SEWER LINE TABLE r ~
LINE LENGTH BEARING v~', h EX SSMIi# RIM INV IN INV IN INV IN INV OUT ~
A INSTALL SHEET PILING FROM BED-ROCK TO ELEV. 288.00 AS SHOWN S ~ DATA POND DE I N SS-1 50.57 S2T05'08'E J 1 270.76 261.48 261.56 -3 5.08 f SS 9 S43'1137 W r •EX SSMH i
B NEW 5'x8' PRE CAST CONCRETE JUNCTION BOX. DRAINAGE AREA: 60.19 ACRES SS-4 49.51 # ~
2 273.81 264.31 263.11 S343859 W - - ~ W iJl
INSTALL t 52 LF OF NEW 60" RCP. SEE PROFILE SHEET C4.3. IMPERVIOUS AREA: 46.23 ACRES (76.81%) C 3 279.34 266.94 268.09 267.04 265.29 ' 5
4 292.40 280.78 279.39 %o - Vl
AC OR SHALL INSPECT INSIDE OF EX. 60" RCP AND REPAIR ANY PERMANENT POOL SURFACE AREA D CONTR T RE UIRED: 2.29 ACRES ' b 5 294.58 287.38 281.88 ASS~CIA~I'~S, INC.
CRACKS SPALLING ETC. WITH APPROVED NON-SHRINK GROUT. ALL JOINTS Q EST.19g9 6 279.94 267.94 271.09 4" 267.94
' PROVIDED: 2.41 ACRES IN EX. 60" RCP TO BE FILLED WITH NON-SHRINK GROUT AND WRAPPED - _ V~ ~ - - - ~ ti
WITH GEOSYNTHETIC FILTER FABRIC ON OUTSIDE. SEE DETAILS SHEET C7.4. STORAGE OR 1" RUNOFF F 7 281.44 268.72 268.76 268.69 - ~ ~ ~
8 279.56 273.01 273.61(4") 273.01 F~ ~ - ~ ~ 7 ~ P~~~ d ~
E NEW SANITARY SEWER MANHOLE. SEE DETAIL SHEET C7.3 REQUIRED: 161,893 CF PROVIDED: 173,036 CF 9 287.12 269.42 277.97(4") 269.32 ~ ~ - ~ , F,P
10 284.03 273.68 273.23 c; ~ •
F NEW 8" DIP SANITARY SEWER. SEE PROFILE SHEET C4.3. TOTAL VOLUME OF POND ~ 407 Gorman St. 11 289.79 277.84 277.45 ~
(TO EMBANKMENT ELEV): 291,105 CF G TEMPORARY RIP-RAP BYPASS CHANNEL. SEE DETAIL SHEET C7.4. FOREBAY VOLUME: 62,878 CF OR 21.6 OF POND - ~o , ~ y Suite 101
P~ Ralei h North Carolina 27607 g '
H CORE DRILL AND BOOT EXISTING MANHOLE TO MATCH NEW INVERT IN. 10 YEAR STORM Qin : 290 CFS ~ c~P
( ) 10 YEAR STORM (gout): 93 CFS 90 ~ 919-833-7336 moo.
' Fax:[phone]
I NEW "DOGHOUSE" MANHOLE. SEE DETAIL SHEET C7.3. 100 YEAR STORM Qin): 405 CFS ' www.bbmassociates.com
100 YEAR STORM Qout): 98 CFS 5
J NEW 8" PVC SANITARY SEWER. SEE PROFILE SHEET C4.3. 5
K CONTRACTOR TO PUMP WASTEWATER FROM EX SSMH#6 TO EX STA: 13+34.04 y
SSMH#1 DURING CONSTRUCTION. INSTALL NEW RUBBER BOOT AT ' 1 OFFSET. 23.21 L ' x
EXISTING MANHOLE. INSTALL NEW 8" DIP SANITARY SEWER LINE EX ' ~y SSMH#2 5~
TO NEW MH#2. SEE SHEET C4.2 FOR PROFILES. BYPASS N 4912.6732
PUMPING SHALL BE MAINTAINED AT ALL TIMES DURING THE 0 E 4940.8592 STA: 12+85.09 J H '
BYPASS. SUBMIT BYPASS PLANS TO AARON BROWER, CITY OF OFFSET: 15.85 L
RALEIGH PUBLIC UTILITIES DEPARTMENT FOR REVIEW. ~ ,~Ninnnrf,~r N W SMH#1 1 E o`' CA N R
L NEW 12"x6" TEE. 0. • Q a ASS/ '•~9
M NEW FlRE HYDRANT ASSEMBLY WITH THRUST COLLAR. SEE f OF Q :~G~ ~ ~ Q '
DETAIL SHEET C7.3. ~
G ~ ~ f x~ 6 . ~ P ~ v
N NEW 4" GATE VALVE AND MJ PLUG WITH THRUST BLOCK. SEE DETAIL SHEET C7.4. ~,t i : Q~ ~F• m ~ • ; '3' N~
I , ~ a ~ ~ ~ r' IN ~
0 NEW 2" BLOWOFF ASSEMBLY. SEE DETAIL SHEET C7.4.
" ; ~ ~ J. ~ ~ 3~.,, ~ ~ MCP' Q i~ vf~j d ~ 18; FES
P PLUG EXISTING ABANDONED 8 VCP SANITARY SEWER LINE WITH , ~ ~ v ~j ~ $ ~ ~f1;~ INI~-271.48
NON-SHRINK GROUT. • ~ 'o X ~
Q NEW ~'4" WATER SERVICE WITH NEW CORPORATION VALVE AT MAIN. I ~ r~~ ~ ~ 2 , 'o ~ ~ PRELIMINARY f~~ ~ s, ,
R RELOCATE EXISTING WATER METER. CONNECT NEW ~/4" WATER X51 ~s~ r ~ ~ ; `
SERVICE TO EXISTING HOUSEHOLD LINE. ~ 5 ~ ' EX ) N ~ PLANS ~ e M ~ SSMH#6 Q ~ ~ ~ \ ~ UROP INLET
W 4" PVC SANITARY SEWER SERVICE WITH WYE INSTALLED AT S NE ~ 'y ~ ~ ~ ~ ~ ~ TOP=275.86
MAIN. SEE DETAIL SHEET C7.3. NEWS #2 2 I S X ~ ~ / \ ! 2 I ~ ~ ~ ~ \ INV lid=272.26 : ~ ~ ~ DO NOT USE FOR a , • l a o V Ir1~272.26
~ o STA: 11+90 'r; ~ ~ ~ o. 1 OUT~,272.06 s, CONSTRUCTION
N W GAS LINE. STA: 11+9 T E +°0 OFFSEL 15.85 'SET: 15.85 ' x0 ' - r ~ \
~ ~ ~n ,
U TEMPORARY CONSTRUCTION EASEMENT TO BE ACQUIRED BY THE ~ ; Q ~ CITY OF RALEIGH. +S0 • Q it i ;y ~ r :STA: 12+68:0 ~ ~~~,9 r' ~ OFFSET: 31.76 ~ ~ ~ ~A\ F o'•,
" ~ ~ ~ Q ~ ~ ~L ~ s: X93, ~ i'0 y ~ ~ / ~ 9~•'
V NEW 12 WET TAP GATE VALVE. ~ Ex ssMH#5 z ' ~ ~ ~ ~ v ~ ~ ~~~1, 2'• CU INLET ~ , , ~4 ~d , v ~ ° ~ti =280.07
v ~ / dV IN 275.12
W NEW GAS LINE AND 24" STEEL ENCASEMENT. n, ~ °0 r ssMFipa ~ ~ ,qr~, E ~ V ~qS,~q~ - rt_~ ~ ~ ~ ~ , Jv r ' ~ ~ ~ ~ ` C 8 .NtlLET r xy ~ v v i INV OUT=274.86
r ' r G ~ " \ ~ ~'-ve' , 2 ' J ~ ~ , r ~ ~ TO X279.63 ` % G ~f a ~l i~. ~ ~s~ ; ~ : CURB INLE ~ ~~Q INV I -275.8
X NEW 6 WET GATE VALVE. c ~~_1~~s w, X ; ~ ~ o+ ' O ~ ' p ; TOP=279.63 ~ ~ ~ NV 0 T=2 5.83
SEE DETAIL SHEET C7.4. J~~~°~~ a ~ e Y NEW THRUST BLOCK. / ~ rQ2 ~ INV IN=275.83 v CURB INLET +'`0 r ~ ~ ~ r~ p ~ ~ \ TOP=279.63 ~ , , , p , INV OUT-275.83 ~ / ,
<V r ~ ~ ~ ~ r , I ~j ~ 1 ~ ~ i y ~ D ? ; rs~ v IIJV IN=275.83 ~ / i i vm ~ f ~ INV OUT= 3' / ;
? r i ` ~ ~ i ' ~ 2' ~~r. /
Z NEW 12 DIP WATERLINE. ~ ~ o ~ , , ~ 23 ~ #
" ~ J~v x NEW 12 DIP WATERLINE AND 24 STEEL ENCASEMENT. ~ ~ 4~ ~ ~ ~ Y A, x 'rw y~; ~ ~ ~ ~ V ~
~ , 0 v ~ • ~ J J \ \
, ~ ; ~ W ~ \ , 55
~ ~ z 1
' W o ~ h \ J`• ~ rn \ U~ C R \ v ~ ~ U B INLET F""~ E"'I ~ - vE _
N 4673.1904 p ~ ~y\ E 4716.0197 ~ \ ~ ~ ~ P TOP-279.51 ~ : o Q ,SS'~ ('j``11' ~1 INV OU7=276.33
,W ~ \ ; N, RAN ~ z r w ~J ~ / P \ Q S
ro ~
• M M In ~ \ Q ~ v \ ~ ~zo,oo, ~N
` \ ~ " ~ ~ ~ \ ~ ~ 5 ~ x ,y \ A ,5 EX S~ 7
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1 l ~ I ~ ti, ~ ~
~ ~ \ 1 G ~ \ ` ~ ~ ~ \
STRUCTION SE UENCE ~ ~ry CON w. o v~~~ W
` ° % ~ rt + i• ~ \ v
1. INSTALL EROSION CONTROL DEVICES AS SHOWN ON SHEET C3.1. ' ti \ , \ ®-vv \ ,
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~ ~ ~ ~V ~ .Q i v x / ~ '
/ N 4628.5175 -J E 4705.4920 L" 2~r~ \ U,~,p~~ \ 5~ v \ O ~ti
2. INSTALL SHEET PILING AS SHOWN ON SHEET C4.1. PUMP WATER \ 9 ~ \ l~
FROM CONFINED AREA TO ALLOW INSTALLATION OF 60" RCP. ~ A . ~ ~ , "9 EX SSMH 9 G ~A ~ #
3. INSTALL NEW JUNCTION BOX AND 60" RCP AS SHOWN ON SHEET C4.1. ` k ~L ~ \ ~
G ~ ~
4. INSTALL NEW RIP-RAP BYPASS CHANNEL AS SHOWN ON SHEET C4.1. ,A ~ ~ ISSUE SEQUENCE
MAINTAIN THROUGHOUT CONSTRUCTION. x N0. DATE DESCRIPTION
oo ~ v~• H TOP: 280.77
5. PUMP OR SIPHON POND WATER INTO THE NEWLY CONSTRUCTED BY-PASS CAROLINA PINES LAKE CHANNEL. SLOWLY REMOVE THE SHEET PILING AS THE OUTSIDE WALL (WSEL (284.50) ` : IfJV RJ: 276.6 A 04 14 00 SD SUBMITTAL ~ ` ~ INV OUT: 27 .42
BECOMES FULLY EXPOSED TO ANON-AQUATIC ENVIRONMENT. 08 24 0 ISSUE FOR OWNER REVIEW
J' • 3 20 06 R~S1D PER pir ~ RNf1GH Cp1EN15 \
6. FOLLOWING DRAINING OF THE POND, THE SLOPES AND POND BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. MAKE ANY , ; ~ ' : O6 15 O6 RENTED PER piY ~ RNflfH Oa1F1115
REPAIRS AS DIRECTED. THE CONTRACTOR SHALL FLATTEN THE UPSTRE ~ ~ ~
DAM SLOPE TO 2H:1V OR FLATTER, AS SHOWN ON SHEET C3.1, WITH ` '
PROPERLY PLACED CL & ML (CLAYS & SILTS) OBTAINED FROM • A k ~ ` \ S ~ \ \ \ o \1 ; \ ,
CONTRACTORS'S OWN SOURCES. THESE SOILS SHALL BE PLACED AND ~ ~ ~ \ ~ ~ ~P
COMPACTED TO 95~ OF STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM ~ ~ ~ \ \ ~ \ \ - \ ~
D-698) ~ \ \ , \ .
7. INSTALL NEW RISER, DISTRIBUTION BOX, AND BOX CULVERT ~ ` ,
AS SHOWN ON SHEET C4.2. LEAVE SLUICE GATE IN OPEN POSITION. ~ ` \ \ ~ `
~ \ j51 ~ 7 \ ~
8. STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATION EX SSMH#10 PHASE 1 s N o 1
AND OUTLET PROTECTION. SEE TEMPORARY SEEDING SCHEDULE LL Y PI W
ON SHT C7.1. ~ \ ~ ~ ~ ~ I: L
ty ~ I . i'
9. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES \ ~k Np. o , CEP.
WEEKLY AND AFTER RAINFALL EVENTS. PERFORM NEEDED REPAIRS IMMEDIATELY. \ \ I ` ~ wE
E GRAPHIC SCALE 10. ALL WORK AS PROPOSED SHALL BE INSPECTED BY TH
OWNER'S I11_, ENGINEER AND APPLICABLE REGULATORY ~o o ~s ~o eo 1T0 \ U' \ / 1 ~ Q
.nrunirn nninn rn ~nnrnru~nr I I 1 I I I \ sly .t , ` .
Hutrvuitzo rmiun iv NvutriHivut. 0
11. UPON APPROVAL FOR IMPOUNDMENT BY THE NORTH CAROLINA DAM SAFETY PROGRAM' REMOVE ANY REMAINING EROSION AND INS SEDIMENT CONTROL MEASURES. CLOSE BOTTOM DRAIN VALVE, 1 inch = 30 ik EX SSMH#11 V RIM: 289.79 PROJECT NO.: SME001.000
c i INV IN: 277.84 DESIGNED BY: EWS
PADLOCK AND PROVIDE KEYS TO OWNER. INV OUT: 277.45 CHECKED BY. AMM I DATE: 12/06/99

~ S R U
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b ASSOCIAT'1~5, INC.
~ ~ ~ST.1999
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407 Gorman St.
J Suite 101
Raleigh, North Carolina 27607 ~n
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919-833-7336
- ~ ° Fax: [phone].' ANN .
~ ~ + m - www.bbmassociates.com _ ONZ
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.-S2. Z ~ 3 W U ~ N , 3 ~ r - - ~ ~ ~ ~ - CONSTRUC110N
~ z ~ -3 W r o e/ 1 9a =NNZ»
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- - - - ®3 n I I Q 6y- I I Z
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VERTICAL SC LE = 1 - 3 5o.5a
A t.00X 0 s ' ~ -
8"CfdP 3~~ 1 I - ISSUE SEQUENCE
~~A i t I N0. DATE DESCRIPTION
_ _ ' i 04 14 00 SD SUBMITTAL u-- 3 20 06
RE1~ED PER QiY ~ RNflQI I I
- ~I
PR F ILE
10+00 11 +00 12+00 13+00
•
PROJECT NO.: SME001.000
DESIGNED BY: EWS CHECKED BY: AMM
DATE: 12/06/99

TRASH RACK/ ACCESS SEDIMENTATION HOX S
3 4" DIA ALUMINUM WELDED TO ~ ~ j* / SEE DETAIL SHEET C8.3 1~ V
NON-WOVEN GEOSYNTHEI FABRIC BETWEEN PIPE 'EN GEOSYNTHETIC 2 1/2"x2 1/2"x3/8" ALUMINUM ANGLE @ 6" CTS. _ 4 =TWEEN PIPE SEE DETAIL SHEET C8.3
~ NON-WOVEN FILTER FABRIC 3" DIA. PVC PIPE WITH OPEPJING AND #57 STONE ~C ~~O ~o~ o VARMINT GUARD (TYP.) 8" DIA. DIP ~'.C8~1~ AND #57 STONE ~ ~ POND BOTTOM
C ~ ,i SEEPAGE DIAPHRAGM #57 WASHED (THREE TYPICAL) 3" DIA WEEP HOLES A IN - V _ STONE ENC SED NON WO EN ~ ~ ~ DRAIN j
~ ~ GEOSYNTHETIC FABRIC (OUTER 0 00°0 0 5; ' ' W U;<
~ ~-c~ PORTIONS ENCASED IN TENSAR 0 0 o ~ L ~ DRAINAGE COMPOSITE DC3105 FOR oa p0o ~
o°Q 0 ' ~ ~ L L VERTICAL STABILITY TO FACILITATE SEE SHEET C8.2 0~ O~a~ ~ ~ ~ -~p_ ~ CONSTRUCTION). FOR INVERT - ~ 00~ a0 CLOW BUSHING ~ ~
o ~ TYPE FLOOR k ~ , - ~ th BOX OR EO. ~ . ~ ~ ~ d ~ A o ASSOCIATES, INC.
~ r - EXISTING 60" DIA. RCP 1" TYP 000 ~Oo _ Q I 1~ 1'-3'-- ~ ( ) 0 ~ 0 ~ 5~ ES7'.1999 ~ V ~ A 1 ~ - STA: 10+00
o ~ ~ o _ o„ OO~aO o,, s ~ 2 ~ ~ ~ - - \ ~ ~ cP" ~ - ~ ~
a ~ e .4 ~ ~
o ~ ~ - ~ - 20 SEEPAGE DIAPHRAGM OUTLET k' _ET ~ ~ 7 ~
^6' ~ 1 C8.1 NOT TO SCALE - ~ ~ ~ ~ ~ 4 d ~a ~ ~ : ~ 8.' SLUICE
~ - - ~ ~ ZC GATE WITH %=,CB• 4~ ~ ~ ~ C8.1 NGN-RISING EXT.~%
i ~ / ~ _6' ~ I ~ ~ ~ ' ~ i o < : ~ 5 1 cP, k' ~ ~ \ \ , ~ srEM BELOW/' 407 Gorman St.
~i o ~ - ; ~ ~ ~ ; C 8.4 C 8.4, - h ~ , ,,r; C 8.4 , , ` ~ k' ~ Suite 101
~G T % 3000 PSI CONCRETE • ~ SEEPAGE DIAPHRAGM OUTLE Z D x ~ ~ ~ : ~ , g , ~ . ~ ~ Ralei h North Carolina 27607
~ PLOWABLE BACKFILL w ' (TYP.) C8.1 ~ o - - I - ~ / i
~ ~ - - - - - - - J-- ~ ~ ~ - , ~ ~ 919-833-7336
~ \ Fax:[phone]
STA: 13+52.73 STA• 13+~ ~73 STA: i ~+2~ ~ _ ~ -~-r - J _ ~ \ 6~ STA: 10+15.80 ~ a ~ ~ www.bbmassociates.com
C ~ ~ ~ / ~ Q, t
~ 9'-2 ~ ~ ~ _ ~ #57 WASHED STONE WRAPPED WITH o ~ 2 ~ ! j ~ i ~ -
- ~ C~\~ ~ ~ ~ ~ - NON-WOVEN GEOSYNTHETIC FABRIC `0 I - ~ - ~ _ ; i ~ > In ca ,o - ?F~ UNDER PORTION OF LAST CULVERT f- ~ ~ i < o. ~ ~ ~
O ~ ~ / SECTION. w z J ao ~ - ~ ~
~ ~ / ~ ~ i~ ~ ~ X 0D ~ ~ c. O O a I ,~1 6'-0" 1 -0" ,~lz wm o i ~ ~-_i ~ i~ ' ~ t- _ of 1 I , ~ 0,~1
~ ~ ` x , _ ~ w ~ - ~ - - i~
_ ~ LATERAL DRAIPI TIED INTO 57 WASHED STONE - ~ > APJD NON-WOVEN GEOSYNTHETIC FABRIC z 4' 4" c - CI ~ o UPJDER EDGE OF SEEPAGE DIAPHRAGM. v v ~ 5~
o ~ , (TERMINATES APPROX. 8' DOWNSTREAM OF _ -i ~ 150 'l,~ nip ~~~N~t 111!l~~r
C ~ CLAY CORE MATERIAL). ~ v i RoP C> i 3 ~ w 4 8.2s o i q ~ _ ~ 26 2 N cARO ~~c•,,.....,,,c~
i ~ _ z ~ ; . ~ C 8.1 -T C8.4 o,. ~ss~ ••~9 ; ,,T Y ~QE ~
~ ~I' ! T - - Q ~ Q~ 1
~O ~ ~ - ~ - o o a \ i 0' STA: 10+45.43 "
~ r ~ ~ ~ ~ ~ ~ O O(~~~ O" O C~~ L~~~~~~ C~ d w ~ ~ STA: 10+53.69 6 k•° l ~ o~ o c~~-,o~~0 0 0 ~~,o ~ o~ o w PRINCIPLE SPILLWAY STRUCTURE NOTES_ - s STA: 10+53.69
- - ~~1 ~ i I ~ - w F CONCRETE STRUCTURES: ~^,9 •.NG~NE.•
~ - ~ e ~ =6 x0~ o, ~~~)c ~ ~ ~ ~z~ 'f~ N M Id P~,~~' r
- - ,~C~ 3 v a •0 6 1. CONTR SHALL EXAMINE THE SITE AND VERIFY ALL EX CONDITIONS AND n,, /'i5 ICI b
1 ~ ~~t w ~ ~ q ~ J ~i: ~ ~ Z DIMENSIONS SHOWN PRIOR TO CONSTR. 2"
9~ ~ ~ ~ ~r' C ~ )Y 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY F01_LOWED. METHODS OF CONSTR
C o~O~o AND ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
o~ o_ ~o ,moo
. ~ PRELIMINARY 3. ALL WALL FOOTINGS ARE TO BE FOUNDED ON RESIDUAL SOIL OR CONTROLLED COMPACTED
o ~ ~c o o 8 FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE SOIL BEARING PLANS
~ ~ 2Q ,9' 1 OUTSET PLA~1 ~ PRESSURE SHALL BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING PLACEMENT. 2 PRIMARY SPILLWAY PLAN
0 5 1 o ° NON-WOVEN FILTER FABRIC C8,1 +4 - 1 ~ - C8,1 - 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE ~Q NOT USE FOR
NOT TO SCALE C8.4 C8.4 C8.4 SCALE: 1 5 O STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
CONSTRUCTION
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS.
6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCIIJG STEEL SHALL COLIFORM TO
ACI "MAfdUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
-PADLOCK STRUCUTRES" (ACT 315, LATEST EDITION).
C.I. GUIDE (ASTM A126) 12" C.I. HANDWHEEL WHEEL 7. ALL WALLS SHALL RECEIVE TROWEf_ FINISH. TOPS OF a.LL WALP S T(T f',ECEIVE A NONSLIP
BROOM FINISH. ALL EXPOSED COPJCRETE SHALL HE WATERPROOFED 45 SPECIFIED
i + - = HEREIN. IMBEDDED GALV ~6 BAR
I
- PAINTING/WATERPROOFING:
2A
_ _ ADJUSTABLE STEM GUIDE C81 GUIDE 2A 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP1 (BIZl1SH OFF BLAST). C8.1 III THIS PREPARATION SHALL REPVIOVE ALL LAITANCE AND OPEN ALL SURFACE VOIDS.
BRONZE BUSHING , ROD COUP~IPIG I WHEN REQUIRED CARE SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SURFACE 11Y OVERBLASTING. ~ H
I 1-I
----------I _ _ 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCRETE PER
I I BOLT/NUT ASSEMBLY MANUFACTURER'S RECOMENDATIONS. WATERPROOFING SYSTEM SHALL MEET THE REUIREMENIS FOR AWWA C210. FIRST COAT: EPOXY PRIMER APPLIED TO A DRY FILM
i THICKNESS OF 5.0 MILS. SECOND COAT: HI-BUILD EPOXY FINISH APPLIED TO A DRY
/ FILM THICKPJESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) I""'1 E"i
11" Z 1 1/2" DIA. EXTENSION ROD ~ NR EXTENSION STEM ~ STEM 2B COAT SYSTEM SHALL BE 10.0 MILS. COLOR TO BE BLACK.
11'~ (SEE DETAIL THIS SHEET) C8. SHEET) C8.1 ~~TT F~ Fri
I I I I ;FATED MISCELLANEOUS:
I I I I NRS RESILIENT SEATED u u iu BOLT/NUT ASSEMBLY GATE VALVE (FLxFL) II II FLxFL) ( ~
C.I. BRACKET u u ~ 2" FEMALE 50CKET COUPLING ASTM A126 - _ STEEL NUT/BOLT/WASHER ~ ~ -D.I. WALL PIPE 10. GATE VALVE SHALL BE FLANGE X FLANGE, CAST IRON, RESILIEI~IT SEATED, NONRISING
cu C.I. ASTM 126 C30 DIP (ELxPLAN END ~ I ~ _ _ (DIA=B" END (FLxPLAIN END) STEM TYPE CONFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY IA=B" _ COATED INSIDE AND OUT CONFORMING TO AWWA C550 LATEST REVISION. GATE
~o 10" MIDI. (DIA-8) VALVE SHALL BE SUPPORTED ON EXTENDED BASE OF CONCRETE PAD.
~ 1/2"x1/2" WWM WRAPPED I OVER OPENING APPED ~ _ _ _ u 'ENING - - -n - H
I I I -I~ 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IRON HANDWHEEL AND ADJUSTABLE STEM W
II I ICI I I I ~ GUIDE SHALL BE BY TROY VALVE TRUMBULL INDUSTRIES INC. M&H VALVE CO. OR . 1 PI 1-o MI P YA P F-~
4" 4" I 1'-0" MIP! EQUIVALENT. PROVIDE OL MIDE E OXY COATING TO ALL SURFACES. COATING SHALL BE - MEET THE REQUIREMENTS OF AWWA C210. APPLY TWO COATS. EACH COAT SHALL BE 3-5
I I - I I MIL DRY FILM THICKPJESS. ALLOW 7 DAY CURE TIME. PERFORM SURFACE PREPARATION AND
I ~ L„ I„ , r; <<,~~~~ APPLICATION PER MANUFACTURER'S RECOMMENDATIONS. PAINT COLOR TO BE BLACK.
~ I 8° THICK 57 STONE BASE t # BASE `t,' ~s,;,~. ~ (,~S i(t~~lt~;;. ~;13.
3 3/8" 12. PROVIDE KEYED PADLOCK AND 1/4" PROOF COIL GALVANIZED CHAIN, KEYED ALIKE
I NON-RISING EXTENSION STEM ASSEMBLY FOR EACH STRUCTURE.
2A ADJUSTABLE STEM GUIDE 2e 2" SQUARE ~~OCKET COUPLING 2C SLUICE GATE 13. PRECAST CONCRETE BOX CULVERT TO BE PROVIDED BY CONTRACTOR.
C8.1 NOT TO SCALE C8.1 IJOT TO SCALE C8.1 PLOT TO SCAT f 14. SEE SHEETS C8.2, C8.3, C8.4 FOR STRUCTURAL INFORMATIOfd. ISSUE SEQUENCE
N0. DATE DESCRIPTION
A 8/24/00 ISSUE FOR OWNER REVIEW
NEW GAURD RAIL. FINISHED GRADE SEE DETAIL SHEET C7.2. NEW 6' FENCE 03 20 06 REND PER QlY Of RAP?(CJi COI~IERiS
3 23'-0" 5' 0" 18 0 / FINISHED GRADE ALUMINUM TRASH ROCK/ ACCESS ~ ~ ~ ~ ~ SEE DETAIL SHEET CB J ~ ` , ~ ; > (OPEIJ POSITION '
- - - - ~ i I ~ ;y, ~ Y ~ , ~ ~ ~ ~ C8.1 q" MIN_ 1/4" PER FL SCOPE ;~'j~.,y>` yj`y~ -~j - ~ y'~._ ~ ~ ~ ~ 1 ~ < FOR MAINiEI~IANCE OIIL1") ~ > ~ \
- , ~(11fI~Il1~l_ ~ >r,
~ ~ % ' ~ ~ ~ ~ ~ ALUMINIIM TRASH RACK ACCESS-- ~iCOMPACTED ~ ~ ~ , SEE DEIAII_ SHEEP C8.3
NON-WOVEN FILTER FABRIC ~ ' ~~COMPAC ~ ~ ' . ~ . , FILL FILL ;`<',l'. T~ ~ (CLOSED Posinorp r y , ~ n
' v r r ~y~ ~1~~~,:~,:~/< ,l r~ ~
X i~ ~ ~ ~ `I~/l`. i.., ~-,`"T; ~ ~'Y~'< WSEL=284-50
~ . ,
X ~ y ~ ~ 1 / / A A A ~ ~ . . O X i. ~ ~ ~ ~ 3 GROUT w z < ~ e I
X v i z
; ~ CLASS I RIP RAP ~ ! ~ ~a ~ 01 STORM DRAINAGE i i aO
2'-10" 1 1C ~ ~ ~ x X Y, ~ ~ ~ ~ i ski ~ a X h X ; ~ , STRUCTURE STEPS. , PILL AY S W ~ ~ SEDIPdEN TATION BOX ~ SEE DETAIL SHEET CZ4 - SEE DETAIL SHEET C8.3
E EV = 266.40' ~ELEV = 266.50 , _ " ~ III - 8.' LASS 5D DIP TAILS DE 2~s ea ~ , li.. _
1 . ~ -~2 _0° > ~ 1111111 1111111 -111111 3~ s~oPE 37 SLOPE ~3 0 ~I nPE__ 77.70 ~ II SLOPE 0_5% MIN II _
i ~ _ = LATERAL DRAIN LIED IIJ TO 57 WASHED 3 ~ ~ ~ i ~~ELEV = •264.50 / # - a 2' 0' _ - - STONE AND I~IOfJ-WOVEN GEOSYN IHETIC ~ , J ° i ~ ° a Q ° e ~ ° ° + ~ ~ ~ _ u
1'-0' FABRIC BY SEEPAGE DIAPHRAGM G„ SEEPAGE DIAPHRAGM: - I 1f „3 ;1 I 1
1 -U ~ #57 WASHED STONE COMPLETELY _ - - _ - - - ~
1111111 ENCASED IN NON-WOVEN I ~ - '-0" - - - 21'-0" GEOSYNTHETIC FABRIC ~~11I---T~~ ~ - um nm _ i11I1 1111 - - _ m lnrr - VIII fl~-_ I~ 1 rli~ Ilff l Ill _ ~ _ INS _ X77 ~o lR Ilia lll~
~~~~~f~=1~~= - llll~Illil ,m, - -
\-#57 WASHED STONE ENCASED
#57 WASHED STONE ENCASED IN NON-WOVEN GEOSYNTHETIC FABRIC
3 OUTLET SECTION IN NON-WOVEN GEOSYNTHETIC FABRIC 3 OSCALE: PRIMARY SPILLWAY PROFILE PROJECT NO.: SME001.000
-HEADWALL AT SPILLWAY T SPILLWAY C8.3 DESIGNED BY: EWS
C8.1 CC NOT TO SCALE 1 = 5'-0" CHECKED BY: AMM DATE: 12/06/99

22'-0" . ~a S R U
~ ~ ~ ~
2 SPA. ti ~
6" 4 SPA. ®12" = 4'-0" ®10"= „ S y y 1,_8n 10 ~ 0
13 5- 4 VERT. (E.F.) 13 10 SPA. C~ 12" = 10'-0" 2'-2„
(TOP & BOTT) 11 - #4 VERT. E.F. TOP & BOTT. W ~
10" 10>'
6" 2-#4 x 7'-6" (TYP.) 2-#4 x 5'-0" (TYP.) N E.F. E.F. ~ b ASSOCIATI~S, INC.
( ) ( ) ~ ~ );ST.1999
23'-0" ~ ~
, „
, 5- , „ 1 -3 b' , " 5 -0 ~ ~ 18 -0 ci
N
~t
407 Gorman St.
Suite 101
3-#4012" Raleigh, North Carolina 27607
VERT. (E.F.) i
v} 4 ®12" o,C. ~ 919-833-7336
Q E.W.E.F. Fax: [phone]
N (n , „ ~Ul 2-0 I www.bbmassociates.com
~ ~ 1'-4"
w ~ z OPENING 1~_ o
° 11'-4" ° RO 8? ASSOCL4rBS, P.C.
Q I I Cornha~ Bt~ixeeri
~ ° 3- 4 ®12" N vJ ~ s[ms #sa
N ~ VERT. (E.F.) a~t~ x s~
~z
I
0 I
I ~ 3-#4012" N VERT. N
(E.F.)
#4 C~?12" O.C. EACH WAY
I o TOP & OT.
#4 Q 12 O.C. '
I , iv 1 -0" E.W.E.F.
EL V = 266.40 = 4 C~12" O.C. EACH 2" CLR. 2" CLR. 266.40 ELEV = 266.50 # WAY
0 0 _ TOP & BOT.
N I I • ~ I PRELIMINAR Y
• o #4 ®12" O.C.
NOTE: ° I PLANS DOWELS (E.F.) N cV
I BASE SLAB REINF. do DOWELS NOT SHOWN FOR
CLARI ~ ° 4 ®12" i TY. SEE SECTION 2 DETAIL SHEET C8.2. I # 4 ®12" o.c. ELEV = 264.50 # DO NOT USE FOR
N „ #4 ®12 #4 ®12" o.c. ~ CONSTRUCTION
I
a
J
#4 U
1'-0" 6" M
5'-0" - - 5'-0" 21'-0"
W
F~
~ U AL E 0 2 TL S C
C8. y M W C8. p 1 N
SCALE: 1/2 = 1 -0 SCALE: 1 2 = 1 -0 ~ H
H
W
25'-1" ~ H
12'-61_„ 6 12'-61„
2
11'-8 2 2 2 ~
a w
a . . A~
a . e d a G ~ ° . G -
A , n n '-0" 111-011
- 11 -0 1'-0" 1 u ~
C8.2
2-#4 CONT. (SLOPED) N C8. 2
C8.2
4 .d a ~
C8.2
# III- - 4
HORIZ. - C8.2 N I ~
#5®12 - - 00 ~ 2-#4 CONT.
VERT. I ~ ~ 1,0„ ~ - , ~,0" ~ (SLOPED) ISSUE SEQUENCE 1 a~?' z
#412 ~ ,,0" o 1 i N0. DAZE DESCRIPTION
Wq VERT. ~C Wp,L~
0 " #4 12" HORIZ. OS 24 00 ISSUE FOR OWNER REVIEW
N ~ 3 20 O6 I~1~ED Pfk qll' (f RRIIl11Ql Cpla15 " #5 0
I #4 ®12 VERT. ~ X12
a 2" f CLR. VERT. N
0
w 1„ ~ =a " 0 0 1 " CLR ~ ---2 CLR.
#6 ®12" > ~ o! ~ ~ ND I \ #4 ®12 DOWELS
CLR. DOWELS a 1'-0"
3" DIA. PVC PIPE THRU #4 ®12" 6
HEADWALL TO SEEPAGE DOWELS m DIAPHRAGM (Tl'P.) I C8.2 .Q
M 0 6
~ \I I I C8. a
/ ~ 1'-0„ II I
~ ~ SEEPAGE INV = 268.30 I
0 0~~~/ o(.______J o 0 PILL Y
17'-0" - 17'-0" DET L 0
- 19'-4" 0 19'-4" ~
I
38'-8"
•
(a~QUTLET HEADWALL ELEVATION r4-'*WNGWALL SECTION 5 OUR 2 s WIN G L EC 0 N ^ 5 OUTLET PLA
N\Q~-YNOT TO SCALE C$' SCALE: 1/2" = 1'-0" (C8. SCALE: C8. \Q!- SCALE: ~ n
!YSCALE: SCALE: 1/2 = 1 -0 PROJECT NO.: SME001.000 1/4" = l'-O" DESIGNED BY: EWS CHECKED BY: AMM
DATE: 12/06/99

8 S S R U
~ ~ ti ~
ti ~
~ p
r...2" CLR. W to
" ~ TO HORIZ. 2 CLR.
TO HORIZ.
> 19'-5" 2 -6 H ~ b ASSOCIATES, INC. ~ ~
EST.1g99
j 8" 10'-0" 8" - 7'-5" 8"
II 4 ®12 E.W.E.F.
7 ~1 d ~
O " ~ 6 9 SPA. C~12" = 9'-0" 6" 6" 6 SPA. ®12" =6'-0" 11"
N 13 - #4 (10 BOT. & 3 ®TOP) 9-#4 #4 C~12" O.C. DOWELS
(7 OBOT. & 2 C~TOP) #4 CORNER BARS a ®s"o.c. s cis"o.c. 4 407 Gorman St.
# _ ~ # # #4 (TYP. EA. CORNER BARS N ~ (TYP,) Suite 101
CORNER) (TYP.) Raleigh, North Carolina 27607 io d.
IQ
rn 919-833-7336
Fax:[phone]
n. o www.bbmassociates.com .I
' ~ ~ 5 ~8"O.C. ~ N ~ # #4 ®12 O.C. E.F ~ CONST. JT. (gOT,) , z (STAGGERED)
~ 3 4 ®6" O.C. (TYP.) . o # z
" o= ~o~ „ #4 ®12 O.C. ~ o = o RO 8? ASSOCLlTBS, P.C.
2 CLR. o ~ ~ ~ Courlta~ B
c-KV o I ~ 2 CLR. - w n ~ 2„ CLR. N ~ ~ 00 I #4 (~6 O.C. iv 4 (~12 O.C. ~ Q x >Mln sr~sc~ acana ~aa
I in o # ® w ~ " ®w o 3 C x r~ls 0
2 CLR. ~ w 2" CLR. 2" CLR.-- ~ w v C8.4
~ ~ ~ Q Q CONST. JT. v I Q m w w
(TYP,) #5 ®8" O.C. N ~ va
N ~ #4 r • (TOP.)
1'-0" #3 ®12" O.C.
5'-0" 8"
~ WSEL = 284.50
4- 4 CO
~ #6 Cg16"O. C. co # NT. I IN HEADER ~ 4 ®12" O.C.
(BOT.) I #
M iv HORIZ.
rn
4 ~ 10" o.c. PRELIMI NARY #
6" 9 SPA. ~ 12" = 9'-0" 6" 8" 6" 6 SPA. C~12" =6'-0" 11" 13 - #4 (10 ®TOP & 3 ®BOT,) 9-#4 VER T.
(7 ®TOP & 2 CBOT.) PLANS
> I 2" CLR. DO NOT USE FOR
" CONSTRUC110N 0 0 #4 ~ 10 O.C.
~ WAY CU o I ~ DOWELS
C8.4 " " m ~ in
1 /2 =i -o ~=iN #6 x1'-6" ®12" O.C.
00 DOWELS I o n.
~ ~ IQ N 10" - ~
C N
EL. 277.20
W T O r
I~ O
. • I ~ 11 iv J #4 ®12 O.C.
~ E.W. TOP & BOTT. ~r/~~ F..,l
V1
2 - #4 CONT. H
1'-0" ..ll ~
h-~
4 N W
C8.4 " " _ E-+ 1/2 -1 0
H w a
22'-0"
2'-6" H 1s'-o"
" 22 SPA. ~ 12"(t) O.C. = 22'-0" 2
> 8" 10'-0" 8" 4'-0" 8" #4 VERT. (E.F.) 2 F--I
3 SPA. C 12" =3'-0" iv 2- 4 DIAGO V # NAL F--i
O 5- 4 " # „ (1 E.F.)(TYP.) W
~ 6 9 SPA. C12" = 9'-0" 6 6 (4CBOT. & 1 CTOP) 6 8" F~
N 13- 4 10 CBOT.&3CTOP # ( )
~4 CORNER BARS " " #4 C6 O.C. iv ~ #6 C6 O.C. #4 #4 (TYP. EA.
CORNER BARS (TYP.) CORNER) N

i rn O
p., i I~
w ISSUE SEQUENCE u..
• ~ N #5 C8 O.C. #4 C12 O.C. E.F CONST. JT. ~ BOT. . z Q ~ ~n = N N0. DATE DESCRIPTION
( ) (STAGGERED) 4 C 6 O.C. 3 ~ TYP. ~ 3 # z I , ( ) 0 3 ~ c~ ~ N.
„ o= ~o~ " #4 C 12 O.C. ~ o = o ~ ~ o A 8 24 00 ISSUE FOR OWNER REVIEW
2 CLR.-- o ~ ~ ~ ~ ~ Q = 3 20 O6 ~ PfR Qil ff Rdif]QI OAl1Q(IS a ~
.-KV o " I Q 2 CLR. " N~ ~ 00 I #4 C6 O.C. cv #4 C12 O.C. 2 CLR. r. Q x to ~ On ~ I 1
~ p ~ w c io ® w ao 5 ' `0
~--2" CLR. ~ ~ ~ _ ~ ~ w 2 CLR. 2 CLR. ~ v
a CONST. JT. ~ ~ Q w
M ~ U I Q ~ ~ (TYP.) #5 C8 O.C. ~ ~ "n.
N #4 r • (TOP.)

. . . .
o
I
~ #6 C6"O.C.
(BOT.) #4 DOWELS TO MATCH VERT. PILL Y
' " ' " DETAILS 1 -4 5 -10 2'-0" - 11'-4" 1'-g"
fi" 9 SPA. C 12" = 9'-0" 6" 8" 6" 6"
13-#4 (10CTOP&3CBOT.) 2 POR110N OF
C8.1
3 SPA. C12" =3'-0" 5-#4
r2"'**NSPILLWAY CULVERT SECTION (4 @T°P & , @[30T.) r5"')HEADWALL
Q!IAj /2._10_0. SECTION SPILLWAY CS.4
1/2"=19-0" PROJECT NO.: SME001.000
DESIGNED BY: EWS CHECKED BY: AMM
DATE: 12/06/99

i
GENERAL NOTES S S - R U
STANDARD SITE ABBREVIATIONS SITE SY BOLS $ ~ ~ ~
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED
ABC AGGREGATE BASE COURSE MAX MAXIMUM EXISTING NE DESCRIPTIO KNOWN UNDERGROUND ELEMENTS. 1' ADDITIONALLY, THE CONTRACTOR SHALL BE ~ DESCRIPTION RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO ~
AC ACRES MED MEDIAN PROTECT ANY UNKNOWN UNDERGROUND ELEME T ~ N S. THE CONTRACTOR SHALL NOTIFY THE !.u
APPROX APPROXIMATE MH MANHOLE N 75'15'30" E N 75'15'30" E PROPERTY LII PROPERTY LINE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED TH ~ AT WOULD
ASPH ASPHALT MIN MINIMUM 31o.oa' 310.00' NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
AWWA AMERICAN WATER WORKS ASSOCIATION MJ MECHANICAL JOINT - ~ R W RIGHT OF WA MON MONUMENT RIGHT OF WAY ~
B-B BACK OF CURB TO BACK OF CURB Mlt METAL EASEMENT 2. PROTECT ALL ADJACENT PROPERTI ASSOCIAT IN b ES, THE GENERAL PUBLIC, AND ALL OF THE 1~5, C. ~ M
BLDG BUILDING MW MONITOR WELL EASEMENT OWNERS FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR EST. 1999 ~ ~
BM BENCHMARK _ - - SETBACK IMMEDIATELY AS DIRECTED BY THE ENGINEER. 1, SETBACK ~
BOC BACK OF CURB N/A NOT APPLICABLE 3 CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER ~
BOL BOLLARD NAD 27 NORTH AMERICAN DATUM 1927 - ~ LIMITS OF CO FOR 7 ~ LIMITS OF CONSTRUCTION DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURI d NG THESE
BVC BEGIN VERTICAL CURVE NAD 83 NORTH AMERICAN DATUM 1983 CONSTRUCTION ACTIVITIES.
BW BARB WIRE NBL NORTH BOUND LANE ~---3~2~~0-314.00 SPOT ELEVAT SPOT ELEVATIONS
NC NORMAL CROWN ' 4. TREES AND EXISTING LANDSCAPI 407 Gorman St. NG NOT DESIGNATED FOR REMOVAL SHALL BE
C&G CURB AND GUTTER NC GRID NORTH CAROLINA GRID BENCH MARK CAN CABLE TELEVISION NCDOT NORTH CAROLINA DEPARTMENT 9ENCH MARK PROTECTED DURING CONSTRUCTION. Suite 101
CB CATCH BASIN OF TRANSPORTATION BUILDINGS Raleigh, North Carolina 27607 9UILDINGS 5. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS.
CBL CABLE
CFS CUBIC FEET PER SECOND NCGS NORTH CAROLINA GEODETIC SURVEY PAVEMENT, S 919-833-7336 PAVEMENT, SIDEWALKS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF
CHL CHAIN LINK NIP NEW IRON PIPE Fax:[phone] ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.
CI CURB INLET NTS NOT TO SCALE CURB AND GI CURB AND GUTTER www.bbmassociates.com
CIP CAST IRON PIPE 7. CONTRACTOR SHALL PROVIDE EXCAVATION AND TRAVELING OPERATIONS AS
~ CENTERLINE 0/C ON CENTER ~~~J TREE LINE CM CONCRETE MONUMENT OD OUTSIDE DIAMEII=R TREE LINE REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS.
CMP CORRUGATED METAL PIPE OH OVERHEAD ~ - i ~ ~ ~1-- • • - POND, LAKE,
CO CLEAN OUT OSHA OCCUPAl10NAL SAFETY AND - BOND, LAKE, RIVER, STREAM 8. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT HIS EXPENSE.
COM COMMUNICATION HEALIIT ADMINIS1RAl10N RETAINING W~ 3ETAINING WALL
CONC CONCRETE OVH OVERHANG 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL
CONSTR CONSTRUC110N X X - x x - FENCE =ENCE EXISTING VAULTS (REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS
CONTR CONTRACTOR P/A PARKING AREA CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHED GRADES AND SITE PLAN. A N CAR
COR CORNER PC POINT OF CURVATURE - - ~ - SWALE/DITCH CP&L CAROLINA POWER & LIGHT PCC POINT OF COMPOUND CURVATURE WALE/DITCH SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER. ~ r' ••,~Y ; . pF1rSS/0 .9 ;
CULV CULVERT PED PEDESTAL SILT FENCE tr ;
CW CHILLED WATER PI POINT OF INIERSEC110N SILT FENCE a~ 10. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE s SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION 0
PINC POINT OF INIERSEC110N NO CURVE CHECK DAM HECK DAM ACTIVITIES.
~ DELTA PIV POST INDICATOR VALVE F c:
DCV DETECTOR CHECK VALVE § PROPERTY LINE ~ INLET PROIE( NLET PROTECTION 11. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT '%ti d P~,~`~
DDCV DOUBLE DETECTOR CHECK VALVE POC POINT ON CURVE r, ~ , PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES. . s•06
DI DROP INLET POS POINT ON SPIRAL o BOLLARD 6~ 30LLARD
DIA DIAMETER PITT POINT ON TANGENT DIP DUCTILE IRON PIPE PP POWER POLE CATCH BASIN 12. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVAl10N BE
DRIVEWAY PRC POINT OF REVERSE CURVATURE ~ ~ ~ ~ ~ ~ DRW ;ATCH BASIN, CURB INLET, DROP INLET LEFT OPEN OR UNPROTECTED DURING NON-WORKING HOURS. UTILIZE SIGNS
DW DOMESTIC WATER PSI POUNDS PER SQUARE INCH O O • O MANHOLE, JUI BARRICADES, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC. MANHOLE, JUNCTION BOX
PT POINT OF TANGENCY PRELIMIN ARY 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS
EBL EAST BOUND LANE PVC POLYVINYL CHLORIDE D ? FLARED END TARED END SECTION ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE PLA
EF EACH FACE PVI POINT OF VERTICAL INTERSEC110N NS ILLUSTRATED ON PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
EG EXISTING GRADE PVMT PAVEMENT o o CLEAN OUT ;LEAN OUT
EIP EXISTING IRON PIPE 14. EXISTING SITE SURVEY INFORMATION WAS TAKEN FROM A TOPOGRAP DO NOT USE FOR HIC SURVEY
ELEC ELECTRIC R RADIUS -b- FIRE HYDRAN~ ELEV ELEVATION R/W RIGHT OF WAY "IRE HYDRANT PREPARED BY BBM ASSOCIATES, INC. DATED SEPTEMBER 1999. CONSTRUCTION
EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE ® VALVE JALVE 15. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF
EOP EDGE OF PAVEMENT RETW RETAINING WALL DIFFERENCES ARE
ESMT EASEMENT REV REVISED 0 © 0 ¦ ¦ ¦ ELECTRIC, GA' FOUND, NOTIFY ENGINEER SO THAT MODIFlCATIONS TO THESE DRAWINGS CAN BE :LECTRIC, GAS, WATER METER MADE.
EVC END VERTICAL CURVE RPZ REDUCED PRESSURE ZONE
EX EXISTING RT RIGHT © ~ ¦ ¦ CABLE, TELEP ABLE, TELEPHONE PEDESTAL 16. ALL WORK TO BE PERFORMED Af;~:ORDING TO OSHA SA FETY REGULATIONS.
EW EACH WALL RWM RIGHT OF WAY MONUMENT
® ® 1RANSFORMEF FES FLARED END SEC110N TRANSFORMER 17. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE CITY OF RALEIG H
FFE FINISHED FLOOR ELEVAl10N SAN SANITARY ~ * ~ LIGHT POLE, i FOR ALL REQUIRED INSPECTIONS. W _IGHT POLE, WALL LIGHT
FG FINISHED GRADE SB SOIL BORING 18. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND
FH FIRE HYDRANT S8L SOU11-I BOUND LANE U11LIlY POLE ~ a~-;, F-~ JTILITY POLE W/GUY WIRE NCDOT STANDARDS AND SPECIFICATIONS.
FNC FENCE SHT SHEET
FOC FACE OF CURB SIA SIAMESE CONNEC110N Q ~ MONUMENT W MONUMENT 19. ALL SLOPES ARE SHOWN IN THE FOLLOWING UNITLESS FORMAT A: B WHERE
FPS FEET PER SECOND SIG SIGNAL SP SIGNAL POLE ~ ~ WELL A" IS A H RI ONTA " " ~ ~ O Z L DISTANCE AND B IS A VERTICAL DISTANCE.
GALV GALVANIZED SPECS SPECIFICATIONS NELL 0 - F--I 2 ALL WATER AND SANITARY SEW~P CONSTRUCTION TO BE IN ACCORDANCE
GC GENERAL CONTRACTOR STA STAl10N SIGN W WITH THE CITY OF RALEIGH PUBLIC UTILITY HANDBOOK. iIGN ~
S11~1 STORM ~ -r ,T GL GAS LINE F~
GM GAS METER SW SIDEWALK 1REES GENERAL CIVI SITE JOB DESCRIPTION W FREES
GPM GALLONS PER MINUTE H
GRV GRAVEL T TANGENT p I o ? ] ~ THRUST BLOC THRUST BLOCK PLUG REDUCER THIS JOB CONSISTS OF CLEARING AND GRUBBING, TOPSOIL STRIPPING, SITE ' GRADING, EROSION CONTROL MEASURES, STORM DRAIN INSTALLATION, SEEDING F-~i A-I
GN GATE VALVE TBM TEMPORARY BENCHMARK ~I
GV GAS VALVE TCP TERRA C017A PIPE B SOIL BORING TOIL BORING SANITARY SEWER INSTALLATION, WATER LINE INSTALLATION AND OTHER WORK AS DESIGNATED. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH
GW GUY WIRE TEL TELEPHONE TEMP TEMPORARY 1 COLUMN LINE AND/OR NCDOT STANDARDS AS APPLICABLE. ALL GRADING OPERATIONS, FOUNDATION COLUMN LINE NUMBER
HC HANDICAP TOC TOP OF CURB PREPARATION, BACKFILLING, ETC. SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS
HCP HANDICAP PARKING TOE TOE OF SLOPE 2 KEY NOTE NU OF THE OWNER'S INDEPENDENT SOILS TESTING LABORATO E"'+ ,EY NOTE NUl.~BCR RY (ITL).
HCR HANDICAP RAMP TOP TOP OF SLOPE F--1
HDW HEADWALL TOW TOP OF WALL 3 STORM DRAIN >TORM DRAINAGE STRUCTURE NUMBER EXIT 297 F""{
HP HIGH POINT 1P TELEPHONE POLE W
HT HEIGHT 1RANS TRANSFORMER 4 SOIL BORING i01L BORING NUMBER
ID INSIDE DIAMETER lYP TYPICAL w
IN/HR INCHES PER HOUR 5 SANITARY SEV INV INVERT U/C UNDER CONSTRUC110N >ANITARY SEWER STRUCTURE NUMBER 40 ~ z
ISL ISLAND U/G UNDERGROUND _ _ _ _ _ _ _ _ ¦ ~ ~ ¦ STORM DRAIN a >TORM DRAIN LINE ~
ITL INDEPENDENT TESTING LABORATORY UP UTILITY POLE ~(q to N~ R
---ss---' -ss---- -SS ~ SS- SANITARY SEV 0 SANITARY SEWER LINE
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~ 1, 1.. ,i,~~l~ i ~ I~ ~ ill,/~ ~ ~ ~
IN nwr
I inch -300 ft
\ \ / - \ \ PROJECT NO.: SME001.000
DESIGNED 8Y: EYS CHECKED BY. AMM
DATE: 12/06/99

J l l~ /r, l , l l I
r/ r r r, r , r I r r ~ S rrr r r r ' , r ~ U r r ' r l ~ ~ 1
BENCHMARKS EXISTING SANITARY SEWER TABLE r l r r r r r r r ' r I r r r r r!, ! r , ' r r `
NORTHING FASTING ELEVATION Ex ssMH~ SMH RIM INV IN INV IN IPJV IN INV OUT rrr , , r ! ~ r r , , / r r ! EXS ~ - - rrr l r r 1 ~ , , , ~ r 1 r r r r r l r r r rf r r ~ / \ / ~ r i/ Q
GENERAL NOTES PK~1~N_AIL)__ 4786.60_8_1 484_8.1941 280.36 1 1 270.76 261.48 261.56 ~ ~ r , r r , l r r r , : •EXS H 1 I"~ ~ / ! ~ r /
UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR 7675 292.40 2 1. ALL SSMH 4 MH 4722.7843 4724. r l r r r r vl ~ N ~I / r r r ~ 263.11 ~ r r r r r r l , / ! r , 2 273.81 264.31 ,LCj tP
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. i t r r r r~ l , , r,' / r r r/ , , r r / I I ! , 1 f 1, / , ! / / l I 3 279.34 266.94 268.09 267.04 265.29 , ! 1 , r r , l r , ri ~ / ~ f ~ / , I
SSMH 7 MH 4676.4669 4957.8146 281.44 3 r~ r l r , r! l r f ri 5~ I /
EMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND SSMH 8 MH 4715.6682 5070.1096 279.56 a 2. ALL D 4 292.40 280.78 279.39 , , ~ / r r r , r I i' ~ i ~ r , r r , l r 1, i ~ , , , , , (n r , , / r ' ~ r / , / , , , I ASSOCIATES, INC.
DILIGENCE" SO AS TO PREVENT ANY OESIRUCTION OR RE INTENDED TO 5 5 294.58 287.38 281.88 r, r/ r r r, - r r r r r / r r , ST.1
INTERRUPTION OF CONCEALED UT1LITlES WHICH A ` r~ r r r r l , / ~ E 999 T 79.94 267.94 271.09 4" 267.94 ~ r r 1 I , r r r r/ r! , `r 1 6 2 ( ) , r , , r r ~ , r: ' r r
REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE 6 / r l r r r / ' 1 r r , r r I r r.~ 5 r r 7 281.44 268.72 268.76 268.69 , ,r r , / rr , , ~ , \ 5 , r r
PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH ~ DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH r l :1 r l 1 ~ ~ ~ r r r ' C~ ~C ~ 7 .Ol 273.61 4" 273.01 , r ' r r l F. , ~i 8 279.56 2 3 - . ( ) _ / / / / r r ~ , r 7
THAT INDICATED OR ARE a ARE IN A LOCATION DIFFERENT FROM
UNIDENTIFIED, SHALL BE REPORTED TO THE ENGINEER BEFORE s 9 287.12 269.42 277.97(4) 269.32 , , /
REMOVAL FOR FINAL DISPOSITION. ~a 10 284.03 273.68 273.23 ~ l r` i ' l•7 i 5 ~ I : • i i ,r r / , , , ~ ~ ~ • , , ~ 407 Gorman St.
11 289.79 277.84 277.45 ~ ' ' ' , , / r i S~' ` ! ` r / . r o ~ , Suite 101
RIAL GENERATED FROM DEMOLITION WORK SHALL BE 11 3. ALL WASTE MATE ~ / i r / r. 1, i k,~~~ , r , , P , / ~ ~ ; Ralei h, North Carolina 27607
DISPOSED OF OFF SITE IN ACCORDANCE WITH CITY OF RALEIGH ' / / r r..7 /r ' / r , r r g / r , , / , / / , PRA----.z~i/ r Ir r 1
REGULATIONS. \ / / , / ~ , / r / 5/~ , r ~ , cs ~ ' , , ~ ~ 919-833-7336
4. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION SHALL BE ~ ~ \ i r• ~ l r I r r Fax: [phone]
DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT SOILS TESTING ' ~ / / r , , \.j ~ r , r I r 6~/ f ' , / ~ r ~ www.bbmassociates.com
LABORATORY AS CONTRACTED BY THE CONTRACTOR AND SHALL BE
UTILIZED FOR FILL MATERIAL AS APPROVED BY THE ITL AND r , / r /
ENGINEER. / N / / / , /
ENCE TO ANY ELEMENT, WHICH DOES NOT DERSO HOMES INC 5. ANY NOTE, OR REFER .0 HOMES INC iG ~ / ~ ~ / / ~ ~ r / / / / ' / / r ~ ~ ~ ' ' i )LEANDER PARK _ I I ~ / / / ~ , 1~ ~ ~ / r
N BY THE CONTRACTOR SHALL BE CONSTRUED AS / T 4~~'oLEANDER PARK SPECIFY ACTIO / PH,'3 & 4 8M97=1698 _ ~.I I ~t / / r x ~ ~ / 4 8M97-1698------'' r , /EX / / ! ~ ,~g ~ / ' ' / i i~'
INFORMATION ONLY. / ~ PIN: 11((2.18.0655 1102.18.0655 N~E'" ~'T,•.'.~SM ~2 / r` i r _ ; -QUEST-PROPERTIES" ' i ~ y
CTURES AS ~ / ~ ~ 'T 43.OLEANDER PARI(~! : ' / , ~ / '
6. CLEAR AND GRUB ALL AREAS TO RECEIVE PAVEMENT/STRU ; i ' REQUIRED BY SPECS. ~ I H do 4 R~$~ ~ x ; ~ N 4912.6732 ' ' r r. PN: 1702.18.061` ~ ~ I I I r' , ~ r / ~ `~,~nuurlr,Jr
/ ~ \ ~ : A v I I E 4940.8592 , ,
UCTURES UTILITIES DESIGNATED FOR MODIFICATION SHALL / ' 7. ALL STR / ' 0 ~ . r
BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. g `l, , ~ \ J I ~ ~ , i , • '~'J 0 Q'
/ - I r a s I ~ . ,~fNV X68.45 I i ~ ~ r , / , r , _ ~ / , , r r t
AR AND GRUB AS REQUIRED WITHIN / 1~ 8. STRIP TOPSOIL, CLE THIN CONSTRUCTION / , t l r l - , I I r r / J ~ I r ~I ' 1 ~ ~ r I I O• 1 r /
CONSTRUCTION LIMITS. STOCKPILE TOPSOIL WI OPERATIONS ARE / ~ , , tir I r ~ f:~~/f; P r~ n I r r tiF CSC ~ , I • 1 r ~M . ~ ,~JESI`PROPERIIES I ~ o; r , , / ;9 •.NGIP1~;,. 5
LIMITS FOR REDISTRIBUTION AFTER FINAL GRADING / ~ , / ~ ~ 1 COMPLETED. , r ~ , ~ 1T_44 OLEANDER PARK I , / •y(9 , 9~ P ~ do 4 B 97-1678 - ~ ~ ti{. PIS
/ N/F' r~~ J, .1702.18.]6@2 ~ I ' ~ / ~ •/S
OR TO ANY EXCAVATION NEAR THE TREE(S) TO BE PROTECTED, HARRIDfGTON, PORTIA L 9. PRI ~ ~ ~ -_~°~I M QUEST ROeER11ES ~ I -+I~ ' r I , / ~ / ~ li' A : \ CT; 45 OLEANDEk PARK: ~ I 'm' / '
THE CONTRACTOR IS TO SAW-CUT THE ROOTS OF EXISTING TREES L'OT 41 OLEANDER PAS ; ; ~ j ' I ' ~ ` ; EX SSMH#3 ~ ~ i rl F/ / ~ I A ~ ~ ~ f : ~1 PH 3 do 4 BM97-1678 , ~ / 8 „ ES , /
N TRENCHER AT A MINIMUM DEPTH OF 18". PH ~ & 4 i8M 97-1678 i i WITH AN IRRIGATIO SIN: 17,b2.t8.9691 ~ ~ ~ I , f :r~, ? ,A Plf~; 1702.18.2548 Ir{,d; 27t.4a~ 7 / I I ~ , f , ~ ~ , i
~ ~ I I 'r , `t ~ f•' ~ ~ ~ n r ,
NSTRUCTION EASEMENTS PRIOR TO ~ 10, OWNER TO ACQUIRE TEMPORARY CO ; i _ , , MINA PR LI r rA E`. . ~ • , . I . r ~
CONSTRUCTION. ~ ~ ~ , ~y1 ~ l i , _ r r ~ F. EX > PLANS
ANY TREE OR SHRUB ON ~ ~ ~ y, , , ~ z' .~,:x~. ; SSMH 6 ~ ~ I'. ' r ',~.~,V ~,.~1~~~~~. ~,~r ~ , I ,DROP INLET
CONTRACTOR SHALL CLEAR AND REMOVE ~ ~ 11. \ AND SEED WITH ~ ~ EITHER SIDE OF THE DAM EMBANKMENT, OR ON TOP , if ~ , ~ ~ r :a~•!'; A •::'~~`%~~,e' OP; 275.86 r ~ ~ _ ~ ~ s-:. > ~ , ~ - IrIV IR-272.26 DO NOT USE FOR
GRASS. ANDER N HOM~S INC' A` B ~ - " ~ r~ ~ ~ ti' ~ `'o JN INR 72.26 A ~1 ' ,4• , ~ x,11 :,l z
~ LQT 40(OLEAND~R PII~~C ~ ; _ o. ouT=,272.06 CONSTRUCTION
SEWER AND DRIVE ACCESS FOR THE WHISTLE COURT ~o PH,3 do\4 BM'~97-1678 ~ ~ ~ 12. WATER,
OT BE INTERRUPTED. SEE SHEETS C4.1 AND C4.2 ~0\ ' PI(J: 1Rp2.18;~5751i ~ ~ - RESIDENTS SHALL N ,y' , ,
HASIN ~ ~ ,s A ~ ~ , . FOR UT1LITY P i 1 ~ ~ \ o. i ~ / h ~ 0•' •
TRACTOR SHALL BE RESPONSIBLE FOR SETTING AND MAINTAINING ~ 1 13. CON . ~ ~ ~ ` ~ s'~ sd" / i A V~ / ~ ~ . 'A ~2i %E•'•, CU INLET
HMARK THAT WILL NOT BE DISTURBED BY CONSTRUCTION. -fix ssMfiy~s ; z ~ _ A BENC ' , y- , ~ v /1 A ~ ~ N/F r ~qA\ ~ti~~•. T =280.07 y--- ~ ~ f. z v / 1 \ ~ ~ RAYNOR, LOWS I ~ F'
_ !V IN=275.12 ' \ i I iC ,~i , yr \ ` ` Cl B;Ii~rET T 46 GLEANDER P RK' ~r1V OUT=274.86
ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF ~ ~ oo , ~~~~,-~saati#a ~ B ~ , ,I 14. D DETAILS. _ ~.q rU , , , ~ ~ ~ p, ~ RALEIGH STANDARD SPECIFICATIONS AN \ ~Rqc , _ ~ k, ~ i' , 1 X ~ , I ' 'I ~ , A ' TO '279.63 ` 3 ~ 4 BM97-1678 _I'~ ' ~ ~1 hl • ~ ~ ~ \ IN: 1702.18.2 73
E ~ , _ w ll/ I I ~X • ~ ~ / r CURB INLE ~ ~~Q INV I =275. / I ~ r~ ~ r o % TOP=279.63 \ ~ NV 01 T=2~' 3 / ~
I ~r r W : A ~ CURB INLET i ' I ~ ~F, • ' , Q2 : '(rN( IN=275.83 \ ~ L /
Q ~ , ~ 1 . ~ ~ i 4° ~ ~p _ i , ~ I ~ •I 4° I f P a ~ - ~ INV OAT=275.83 \ ~ ~ / \ TOP-279.63 ~ ~ ~ ~ 's~ ~ \ ~ INV IN-275.83 yT'
~ ~ ~ a A \1 I~ mQ Q,P'~v : ~ roa \ ~ f ~ 1 1 INV OUT= / ~ ~ - F"'~'~ 1 ~ 1 ~ 0,,yy P , _ ~ ,m V ~ ~ i /
ND OR C&G TO BE REMOVED. ~ ~ ~ ~ ~ c', ~ , ~ ~ y~ .i ; ASPH, S/W, CONC PADS A / " ~ ~`C/ i°/ A • 1 /Q ~ ~ A p,~ 1 ~ / / ~i X
SAW CUT EX PVMT, C&G, S/W, ETC. TOP ~ ~ ~ ~ r , y~:~~, ~ zl ~ ~ ~ / ~ ~ ' ~ r I ~ I tz I A ERSON HOMES C ~ ~ / H
STRAIGHT AND UNIFORM LINE FOR REMOVAL. w; ~ ~ \~~NV:~~as.3 A ~ , ; 1 ~ ~ i I~~NU. 60" RCP ac, ~ ~ tbT 36 OLEANDER P RK ~ ~ < ` ~ ~ / . - Y OTHERS :h ' I ~ ~ • , 121.17( ) :I~Q ~ PH dt 4 BM 97-i6 8 ~ ~n ~ 5,-'~~, '
OR REMOVAL WHICH IS '~%Q- ~ ~ ~ H ; ~ + ~ ~ C&G, S/W, ETC. NOT INDICATED F ~ Q `INU. 36 RCP :a~, PI 17D2.18.143 , - .-5 ~ l I H
CONS ~ . s, \\,.v\. . TR SHALL BE DAMAGED DURING DEMOLITION/ G R~ ~ , , ~ . ~ / \ ~ ~ ~ ~ yQ \ 1~~ ~ 873.25 BY OTHERS) ~ ~ " ~ ~ ~ N F m ~ ~
REPAIRED OR REPLACED TO MATCH ORIGINAL CONDI110N. ~ _ ~ ~ ~ ~ . ~ ~ ~ , r r F i ~ \ MIND \ AND.ERS NANO! 1NG- w \ ",55~ ~l' ~ CURB INLET
~ i i ~ ,{,I h ~ ~ ~ C ' ~ S> ~ 0' ANDES PAR ~ ~r ~ ` E~ C ~9 K ~ ` P~ TOP=279.51
~ INV:I 288.6 ~ ~ `SOP , , INDIVIDUAL TREES/SHRUBS TO REMAIN AND BE PROTECTED. r' , ~ N ~ , ~ ~ ~ ~ I ~ ~ ~ P ~ 4 BM 97-167 ~D ~ I _ 0 ~ ~ S'' ~ N\~ INV OUT-276.33 ~ . _ 5 1 F-~ ~
N 4675.1904 p p BROV~M, M B 0 ~ ~
~ , PIN: 1702.08.8369 E 416.0197 i i ~ ~ ~ S ~ ~I OIL BORING - ~ ~ ' ~ ~ L i~ , z ~ ~h ~ZO o ~1 ~V , , I
- ~ Q i i G ~ ~ ~ ~ ~ ~ B - , ,`6" E 5 ,
_ i / i . ~ ~ ~ x /i ~ ~ ~ ~ ~ ` 5 EX S&I~7 x ~ ~ ~ I
CULVERT DIAMETER IIIV IN INV OUT ~ - ~ ~a' ~A ~o „ - 290 H , ~ ~ ~ ~ ` ~ L ' 0 ~ ~ ~ ~ ~ ' / ~ - ' I~ C ~ - ~ \•1- I ~ H ,
1 36 84.46 283.22 , r.,,,~ T ~ ~ ~ ~ ~ / EYED TO PLAN - ~ ~ ~ , ~ v , NOTES K ~f ~ - ~ ,~~J I ~ - ~ \ ~ ~ I
2 36 284.42 282.99 ~ / 6 ~ ~ ~ . ` ~ \ \ - - / ~ ~ g~ ~ ~ ~ `
MOVED. 3 3 ' 284 41 282.98 / ' ~2 ,~a2 \ ~ A STRUCTURES/UTILITIES TO BE RE ~ \ / ~ % ~ ~ o ~ ~ J I \ ~ ~ Q I , , - ~
RELOCATE EXISIING OVERHEAD POWER LINES UNDERGROUND. ~ ~ ~ ~ ~ . ~ o \ ~ ~ B ~ ~ ~ U ~ ` ~ r. ,
CONTRACTOR TO COORDINATE WITH CP&L. ~ ~ i ~ 1 BORE B \ ~ ` ~ ~ ~ x ~ / ~i I: 5
~ ~ ~ - 2~8 291.66 ~ ~ ~ UTILITIES TO REMAIN AND BE PROTECTED. ~ ~ ~ ~ ~ C STRUCTURES/ / 4628:175 ~ \ ~ o~ ~ ,
o ~ ~ -E 4705.49 0 \ ~ ~ ~ ~ ' ~
~ ~ D STRUCTURES/UTILITIES TO BE MODIFIED. ry i ~ ~ \ \ ~ "9 ~ EX SSMH 9 L r~ # \ ~ ~ ~ t
~ E ~ 1 ` ~ 1 ~ ~ ~ o~ G \ ,n N/F
UB AREA WITHIN CONSTRUC110N LIMITS. / E CLEAR AND GR ~ ~ t \ x QUEST PROPERTIES ~ ISSUE SEQUENCE
I ~ ~ 1 1 ` \ I~ ~ ~ PIN: 1702.18.1375 ;t~' ~ A , ' VA
CTED. ~ 1 1 \ ~ ~ , N0. DATE DESCRIPTION ~ ~ ~ \ ~ ~ I~ ~ TOP. 280.77
F EXISTING TREES TO BE PROTE ~ ~ ~ CAROLINA PINES LAKE 1 1 ~ I 1 ~ ~ ~ y ~ ~ . ~ INV IN: 276.6 04 14 00 SD SUBMITTAL
~ ~ ~ ~ ~ ~ I ~ INV OUT. 7 .42 I 1 , \ ~ ~ ; > ; 2 8 24 0 ISSUE FOR OWNER REVIEW
W TREE PROTECTION FENCING, SEE DETAIL SHEET C7.1. WSEL (284.50) 1 1 1 G NE qTY Of RALEIGH 1 1 1 I ~ \ \ ` \ 1 ~ : ' ` ~ ~ " 3 20 06 I~ PER qIT ~ WV11GH CQlfllls
PIN. 1702.08.9150 1 \ ~ \ ~a O6 15 O6 PENgD PfR pl'f ff RKfIGH
H GAS LINE TO BE REMOVED AND REPLACED. COORDINATE 1MTH PUBLIC ~ ~,p 1 1 1 SERVICE NATURAL GAS. G , ` ~ 1 1 1 ~ A ,
0~ 1 BRE I B RE 2 ~ ,I~~r ~ ~
EXISTING WATER LINE TO BE REMOVED AND REPLACED. SEE SHEETS ~ gp, I 0 I ~ \ x ~ ~ ~ r. ANDERSON OMES INC
C4.1 AND C4.2 FOR MORE INFO. y 1 1 1, _ _ ~ ~ ~ s ~ ~I~ ~ 18. 0 ~ \ o ~ ~ , ~ PIN: 170 22 9 \ ~ \ I ~ S r
ST1NG GUARDRAIL. yi 1 J REMOVE EXI ~
s~ 1 _
OVED AND K 2,746 SF EXISTING ASPHALT PAVEMENT TO BE REM I ~ ~ ` ~ ~
REPLACED.
I ~ ~ ~ ~ ~ ~ ~ \ 1 I ~ ~
L 1 423 SF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND ~ I TIN ~ EX ~ a_ ~ EX SSMH~10
REPLACED. / L 11\L ~ ITI N
D REPLACED. 1 \ Y ND
M 339 SF CONCRETE DRIVE TO BE REMOVED AN : I LAN ION P LIT ~ EMO D I / ~ , ~ - I .
RETE DRIVE TO BE REMOVED AND REPLACED. N 295 SF CONC ~ ~ ~ ~ J: BORE 3 I ~ • \ ~ - ~ ER I ~ ~ 0
I 289.5 ~ ko a' PN \ 0
0 OF 30" CURB AND GUTTER TO BE REMOVED AND REPLACED 74 LF \fi t~ I ~ JN j ~,~ll`~ DR ~
AND FOUR DRIVE APRONS TO BE REMOVED AND REPLACED. ~ ~ I / ~ ~ ~ GPS ~ ~
MENT TO BE REMOVED AND REPLACED. GRAPHIC SCALE P 20 SF EXISTING ASPHALT PAVE l 6„ I ` ~ k ~ I~ ~i Q
w a ~s ~ so ~ ~za ,2o I ~o ~ I ~ ti
I I I I _I
I
W V $$MHy>> , .000 14 1 1 , /RIM: 289.79 PROJECT NO.: SMIE001
( IN n?gr ) t' INV IN: 27284 DESIGNED BY. EWS
1 inch = 30 it. AMIMI 11 9 INV OUT' 277.45 CHECKED BY: / 1 DATE. 12/06/99

! I I ~ f / i , , / / i
NOTES KEYED TO PLAN / / ! f / ~ / / , / , ~ / ~ r+ I r r ~ ~ ~ + P S
GENERAL NOTE 1, I r ~ l l ~ (J r l, r l I, , ' I Y
A NEW 5 x 10 REINFORCED PRE CAST CONCRETE BOX CULVERT. ~ , , l , r l , / + r , / , ~ r l I l! l ! l , 1 /
(ASTM RATING: C850) i. CONTRACTOR SHALL 4CTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF I l ~ r + ; 1 / ~ ~ \ / ; ; + ~
B NEW 60" RCP CULVERT. ALL WASTE MATERI,~ I / l l , / / I , , ~ / , l I O ~STE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL ~ l . + + , / + . ~ ~ i I
INCLUDE ALL REQUII l l/ l l l l ~ 1 E ALL REQUIRED APPROVALS AND CONDITIONS DICTATED BY , ~ ~ + + ~ / l + r / ~ I' i i W t11 , , ~ l r I r , / I I / , , / r ,
C NEW 5'x8' PRE CAST C LOCAL OR STATE Ef ONCRETE JUNCTION OR STATE EROSION CONTROL AUTHORITIES. , , ~ / , , ~ , l I ~ , , r r l r I, I, i ~
BOX WITH MANHOLE ACCESS. ALL OPEN STORM D i r ' l + l 1' l l 1 1 / ' /1' 1 / l ~ EN STORM DRAIN PIPE. SHALL BE PROTECTED WITH STONE ~ + , / , , , ~ , ~ ~ I' , ~
D CONVERT EXISTING DROP INLET TO JUNCTION BOX WITH MH. FILTER PROTECTION I „r l A ~ PROTECTION AFTER STOPPAGE OF WORK EACH DAY. ~ , / , , , + , , ~ / , I SSOCIA'I'~S, INC.
SEE DETAIL SHEET C7.4. ,l ~ , , ~ !n ' ' , r / i i , ~ / , ~ , EST. 1999
ALL SPOT ELEVAT101 + , , , ~ ; , , Uj 'OT ELEVATIONS INDICATED AT CURB AND GUTTER ARE TOP OF ' + , / ' ' ' + ' , ~ ~ '
E NEW TOE DRAIN. SEE DETAIL SHEET C7.5. CURB UNLESS OTHE UNLESS OTHERWISE NOTED. ~ / , I ~ r / ; , \ + / \ r
, , , r I ~ , / , / , r r ~ / + , r
F NEW 16 LF 15" RCP. 4. PROVIDE SEEDING A CONSTRUCTION LIMIT E SEEDING AND 4 TOPSOIL OVER ALL AREAS OF SITE WITHIN ~ ~ / ~ ~ ~ , / \ , + + d ZUCTION LIMITS, UNLESS OTHERWISE NOTED. ; / % % ; / % ~ ~ ~
/ ~ , /
G NEW DROP INLET. SEE DETAIL SHEET C7.4. / ; ; ; ~ / l ~ 1 407 Gorman St. ' //lr,~l. ~ ~ I
/ ~ ~ , / ~ I Suite 101
H NEW 12 LF 15" RCP. / ; ; / ; ~ ; + Raleigh, North Carolina 27607
' ~ / i' ' ' /l l ' % ---ice I r r ' , , ~ , / , , / , , / ! 1
' ~ r ~ ~ I' ~ 919-833-7336 , ~ ~ ~ ,
Total Inlet Pipe Segmt Upper Lower / r! , r lr , / I I r r , , , 1 Fax:[phone]
Pipe Area Area Turf Pave Time Time Tc I C AC Cc Q Slope n D.theo Size V.full L Time Invert Invert Rim Cover ' ~ ~ / ~ / ~ / l r J / ~ ~ ~ ~ / www.bbmassociates.com
from to Inlets acres acres % % min min min in hr cfs ft ft in in f s ft min ft ft ft ft
1 Ex DI 1 1.65 1.65 90 10 5.0 0.0 5.0 7.22 0.27 0.44 0.27 3.2 0.0100 0.012 11.1 15 5.7 12.0 0.0 276.80 276.68 280.20 2.04 ~ '
~
/ /
/ ~ , ~ _ ~1 ~ ~ ~ , r
~ / 1 I + ~ , 0 t- ' ' , r , I ~ N / i i, l
/ /
0 ' \ \ ' v ; ; / N CARP
/ 1 1 \ 1 / , 1 / ~ ~f o4L O 'i9 i
/
~ ~`v v I, I ~ r~ w,=, I, t r , \ ~ / / !
/ v v I ' ~ 100 , 268.6 ~ 1 ~ / ' /
/ / , 1 ~ INV , + ~ / '~9 ••NGI / ,l9 ~5,
/ ~ / ~ `
/ / / / / l 6 •/x•06 _ _ t~ \ r
~ ~ / ~ I
I / f / r I ~ ' ~ r ~ 1 \ I d=271.48 ~ /
I ' / i I I Q ~ 1 I I , ~ I X i ~ n I ~
/ / ~ _ 1 / / ~ / ~ / I ' V i ~ , I I PRELIMINAR Y
~ / / / / I / / ~ ' i / / i _ \ II r
\ / / / ~ / - , - ~ ~ PLANS i
/ I r~ , / r ~,y'1 r rf ~ ' v , IDROP INLET + r X 1~ \ / ~ POP=275.86
/ \ / ~ l II ~ ~ I i II ~ A k'~ ~ , ~ ~ Irv IN=272.26 \ , I ~ . ~ ~ ~ _ DO NOT USE FOR
~ I/ II I r ~ / JV IN-272.26 1 ~ , ~ / OUT=272.06 CONSTRUCTION
~ ~ ~ v i v I tiX ,r~ ~ ~ / / _ \
I / ~ A II I 1 1 , /r ; ~ d- /~e" \ 1 1 r ~ 6 ~ ~
I ~ \ ~ 1 111 j i l I ~ ~ I I I rr S~Q ~ / /15" I 1 ~ / /
I I ~ 1
/ ~ ~ I ~ r ~ ~ \ / 1 CU INLET
I f~, / \ / \ T -280.07 Q- 0 \ ~ JV IN=275.12
~ ~ ,I ,y \ Cl B INLET \ INV OUT=274.86 1 OJ raj' , TO 279.63 v _I
~ I 1 r/,' ~~v ` ~ CURB INLE V ~~Q INV I =275.8 ~
~ ~ \ . 0 r ' ~ TOP= 7 ~ ~ - / \ ~ 0 i / ,f r -2 9.63 \ rJV 0 T-2 ~'~3 / •,~0 , ~ ~ I ~ -_"'(PN( IN 275.83 \ ~ CURB INLET ~
~ h I h 1 w \ INV OAT=275.83 \ / TOP=279.63 ~ _ ~
~o ~ ~ ~ 1 ~ ~ ~ / 0 ~ ` ` I ~,F' ~ i y1 r ~ ' I 1 , \ INV IN-275.83
1 ~ 1 ~r ~ r I it - v v i A ~ I INV OUT- r~,/I I ~I 1 I r . ~Jl 2 ~ / j
i ~ ~J~ ~ ~ ~ ~ I i I . o , ~ I I , , , 9,n 80-- i" . x ~ I I ,7 ~ ~ ~ H I C I. I I I ~ ~ ~ ~ /
~ ~ ~ \ I \ 1 ~ ~ ~ ~ / / I ~ I I of I I \ I \ 9~ / / F"'i r 1 I I ~
Q n I
I i' I 1 ~ ~ I / ~ I 1 ~ ~ 1~ \ i --i I I f / ~ I
I / 288.7 I k, ~ X, % I ~ 0 I I ~ v , , , v ~
~ - ~ ~ (INV , ~ , 1 ~ y~ g ~ ~i9 \ ~ 1 ~ CURB IN \ vEN LET
ti 1292.401 , ~ B I _ I ~O \ \ \ , ~ P TOP -279.51 B ~ ~ \ Gµ11' INV OUT=276.33
/ 288.50 , INV I I \ _ RAN - I ~ P H a - ~ 5
- ~ I ~ - , ~ ~A - / / / 4~ \ , \ , ,
' ~ / ~ \ I ~ , I \ r ~
,l ~ t \ \ , ~ \ \ r \I _ /
\ ~ s I \ \ \
\ \ / / ~ I / F..~
i ~ ~ ~ \ 1 \ \ , I F""I \ O \ I
~ ~ ~ ~ ~ ~ ~ , ~ ,gyp i \
/ / ~ \ i i \ / ~ • \ ~ ` \ ~ \
1 / \ \ , y ~ ~ ~ \ I
8 ~ ~ Y ~ ~ \ v ~0 ~ \ ~ I \ ~ ~
I ~ ~ ~~A vv \ \ ~ ~ ~ \
/ / ~ ~ \ \ ~ `
~a° - ~ ~ \ ~ ~ 1\ ~ 9G ~ \ N ~ \
i ~ ~ \ ~ ~ ~ 1 ~ \ ~ ~ \ ~ \I 1 1 o G \
I ~p . ~ \ ~ ; ,
~ D \ ~ ~ ~ \ ~ ~ 1 \ ISSUE SEQUENCE
1 ~ ~ ~ ~ v, A / ~ \ ~
CAROLINA PINES LAKE 1 ~ \ ~ I TOP: 280.77 N0. DATE DESCRIP110N 1 \ \ \r INV IN: 276.6
(WSEL (284.50) 1 1 1 \ ~ ze .a ~ A 04 14 00 SD SUBMITTAL 1 I I ' , \ ~ INV our: 27 .42
02 1 \ . ~ RI 08 24 0 ISSUE FOR OWNER REVIEW 1 \ \ ~
\ \ 3 20 06 RENSED PER t11r ff RNflpl CpIER15
1 I 1 I ~ ~ \ ~ 06 15 06 REND PER q>r ff RNDGH Oalflf 15
1 \ ~ . D J G i 1 I l , ~
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~ ~ \1,11 ~ .
1 1 ~ ~ 11`111, , 1, \ E \ \ H
1 \ . 'i
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1 I ~ ~ ,
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~ ~ \ \ ~ ~
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~ 1 ~ ~ / GRAD ING
~ ~ I ~ ~i
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PROJECT NO.: SME001.000
I inch = 30 M / DESIGNED BY: EWS / 29p,
~ ~ i I CHECKED BY: AMM DATE: 12/06/99

1 / / l ! ~ l , r ! J ~1'
l/ l l l~ I , ~ i / i I ~l7
i r r l ! r ! r ~ ~T` !r, " r/ r l ~ l r r ~i
CONSTRUCTION SE UENCE FOR ~ / / / , / I , / ~ / / / / , , r r/ J I I, l! , ~ / r ! ti
SURES „r~r J J J , l ~ ~ l ~ / \ / ' r~ , l J I!, r l ~ / r` i „ V 0 0 SKEED OP~A r! „J lJ, / ,
EROSION CONTROL DEVIC S AND MEA OTI GENERAL NOTES J r , ~ , r l ' / J r~l , / / / , r /
A TEMPORARY MESH & GRAVEL INLET PROTECTION. , , , ~ r , / / 1 . / ~ I lr..,/ I I % / /l (
110N FENCE. CONTACT PEGGY BLEDSOE 1. ACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ALL A TEMP( 1. INSTALL TREE PROTEC CONTR - 8 TO SCHEDULE AN INSPECTION. WASTE MATERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL SEE C SEE DETAIL SHEET C7.1. ~ , , / ~ ; . / ; I' / ~r ~ ~ I
AT 890 374 REQUIRED APPROVALS AND CONDITIONS DICTATED BY THE JURISDICTIONAL B TEMPT ~ ~ ~ / J r ! ~ / Ill ! / l , B TEMPORARY CHANNEL LINING, SEE DETAIL SHEET C7.4. ! , , ~ r r ! l r ~,r ~ , r I [A
2. SCHEDULE AND CONDUCT A PRECONSIRUCTION CONFERENCE EROSION CONTROL AUTHORITIES. l I r r f r ~l / / I, b , / / ASSOCIATES, INC.
WITH THE EROSION CONTROL INSPECTOR AND THE STORMWATER 2. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER ~ ~ , / , , , , , / , , ~ EST. 1999 rr , r , , J ~ l / / , ! , 1~ "1
SERVICES STAFF. OBTAIN ALAND-DISTURBING PERMIT. PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL SHEET C7.1. C STABI C STABILIZE SITE AS AREAS ARE BROUGHT UP TO , / , / , , , ~ , , / , ~ ~ 1 / r J , , l !
FINISF FINISH GRADE WITH VEGETATION. SEE SEEDING / , / , , , ~ , / \ , ~ r ~ , , r \
TALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY 3. PROVIDE SEEDING AND 4 TOPSOIL OVER ALL AREAS OF SITE WITHIN SCHEI 3. INS DIVERSIONS SILT FENCE, SEDIMENT BASIN OR OTHER CONSTRUCTION LIMITS, UNLESS OTHERWISE NOTED. SCHEDULE ON DETAIL SHEET C7.1. ~ / , , / I ~ ,b' / / \ , ~S 7 rl~ r \ d ~
MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR 4. DISTURBED AREA = 1.2 ACRES. r I
ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED 5, NO LAND DISTURBING ACTIVITY SHALL OCCUR WITHOUT EROSION AND ~ ,
TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY SEDIMENT CONTROL PLAN APPROVAL AND WITHOUT GRADING PERMIT ISSUED / , , ,r ~ ; ; 407 Gorman St. / , , , / / ! , / I , I 1 1 ,
AFTER INSTALLATION OF 11iESE MEASURES. BY NCDENR LAND QUALITY SEC110N. THE TELEPHONE NUMBER IS / ,r ; ,r / 1 ~ . ~ Suite 101
919-571-4700. ~ / / , / ~ / , I Rale>gh, North Carolina 27607 / / , , / / ~ J
4. CALL FOR ON-SITE INSPECTION BY 111E EROSION CONTROL ~ INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ~ / i 11 , i ~ / , ~ rr , / / i l r ~ / I' ~ ' r
TEMPORARY AND PERMANENT EROSION CONTROL MEASURES DURING ~ , . i 919-833-7336
5. BEGIN CLEARING AND GRUBBING. MAINTAIN CONSTRUCTION. , ~ ~ 1, / , I rr , Fax:[phone]
DEVICES AS NEEDED. ROUGH GRADE SITE. 7. IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE 113A-57(2) b~/ ' r' / ~ ' www.bbmassociates.com ~ ~ / , ~ ~ , ~ / / , / I
SLOPES LEFT EXPOSED ARE REQUIRED WITHIN 15 WORKING DAYS OR 30 ~i ~ ' , ~ / , r , ' / ! J i r , i / l ~ . / / r
6. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, WHICHEVER
MESH AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR PERIOD IS SHORTER, TO BE PLANTED OR OTHERWISE PROVIDED WITH / ~ , / I f / , , r ~ ' / i
R APPROVED MEASURES AS SHOWN ON THE PLAN. ROUND COVER DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN / ' OTHE G ' / , i i~ ,
BEGIN CONSIRUC110N OF SITE, ETC. EROSION. ALSO, IN ACCORDANCE WITH THE NORTH CAROLINA / / / , I , l , I ~ ~ / / l
ADMINISTRATIVE CODE, TITLE 15A, SUBCHAPTER 4B, SECTION .0107(8) / ~ IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE OR A GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST ~ 7. PROVISIONS F ; i / ~ ~ / / ,
113A-57(2) SLOPES LEFT EXPOSED ARE REQUIRED WITHIN 15 BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS ~ ~r , 1 1 I ~ l' i / / l I i I\ I \ \ I , , , / /
WORKING DAYS OR 30 CALENDAR DAYS OF COMPLE110N OF ANY OWING COMPLETION OF CONSTRUC110N OR DEVELOPMENT, WHICHEVER / FOLL \ v A ~ \ ~ / / i , / ~~I~Iflllly,
ADING WHICHEVER PERIOD IS SHORTER TO BE LSO TEMPORARY EROSION AND SEDIMENT CONTROL / PHASE OF GR PERIOD IS SHORTER. A / v vv v I I ~ I ~ , ''•~N
PLANTED OR OTHERWISE PROVIDED WI111 GROUND COVER, MEASURES SHO LD NOT BE REMOVED UNTIL APPROVED BY THE DESIGN ~ 0
ESTRAIN EROSION. ~ ~ ' DEVICES, OR STRUCTURES SUFFICIENT TOR ENGINEER OR HE CONTRACT ADMINISTRATOR/STORMWATER SERVICES ~ ~ i \ 'III t ~ ! QQ' 1 vv I /I ~ ~v _ 1 I I , !r /
ALSO IN ACCORDANCE WITH THE NORTH CAROLINA ~ / ~ ` STAFF/CITY OF RALEIGH SEDIMENT AND EROSION CONTROL INSPECTOR. ~ / ADMINISTRAl1VE CODE, 11TLE 15A, SUBCHAPTER 48, SECTION v I I l - V I I vI r , / A I vv 1 ! ~I ~ ~ / ~ I I V / , /
.0107 B PROVISIONS FOR A GROUND COVER SUFFICIENT TO 8. 111E CONTRA TOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL / v ~ I ~ s` B ' ~ /
RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15 WORKING AREAS. / ~
OF DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION g, REFER TO SHEET C4.1 AND C4.2 FOR GENERAL CONSTRUC110N / ~
CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SEQUENC / ~ ~,Itl~ 4"-/ ~/i l ~ ~ I l r ! l ~~rrrrnrrrl~~ r ~ l' ~v l ~ I I r / 6
LSO TEMPORARY EROSION AND SEDIMENT CONTROL / ; SHORTER. A 10. SEE SHE C7.1 FOR SEEDING SCHEDULE. /
MEASURES SHOULD NOT BE REMOVED UN11L APPROVED BY THE ~ , DESIGN ENGINEER OR THE CONTRACT r ~ i / I ~ J vI vv ,,~e ,DES / I I ~ E , ~ v II~d=271.481 , I I i ~ 1 I l
ADMINISTRATOR/STORMWAIER SERVICES STAFF/CITY OF RALEIGH ,r ' ~ I I 0~ f ~ 11 ~ ~ n I ` 'o / x ~ \ \ I , /i
SEDIMENT AND EROSION CONTROL INSPECTOR. ~ \ P ELIMINARY R 1 /
~ ~ ~ / ~ ~ r ~ ~ I,~v vv ~ . /
8. WHEN CONSIRUC110N IS COMPLETE AND ALL AREAS ARE / ~ , STABILIZED COMPLETELY, CALL FOR AN INSPEC110N BY 111E \ ~ ~ ' PLANS _ ~ 1 - , ' vv vv..i ~ ' I , r ~ ~ \ 1 (DROP INLET
CTOR. EROSION CONTROL INSPE ~ / ' ! \ / ~OP=275.86
\ Irw IN=272.26 DO NOT USE FOR \ ~ v `v ~ I / A\ ~IIV IN=272.26
IF SITE IS APPROVED REMOVE TEMPORARY DIVERSIONS, SILT \ I ~ , vv 1 our=272.06 CONSTRUCTION
FENCE, SEDIMENT BASINS, ETC., AND SEED OR STABILIZE ANY ~ ~ ~ , r I /
UL11NG BARE AREAS. ALL REMAINING PERMANENT \ ~~i RES
EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, I ~ „ , r I ~ ~ ~ \ ~ u I ~ / ~ I I /
SHOULD NOW BE INSTALLED. I , ~ ~ •
CALL FOR A I I 10. WHEN VEGETATION HAS BECOME ESTABLISHED, ~ ~ , ~r 1 ~ / / vv 'A CU INLET / \ / ` =280.07
~ FINAL SITE INSPEC110N BY THE EROSION CONTROL ' , ~ ~ ~ _ ~ / \ / VIN= 75.1 _ \ 2 2
ATE OF COMPLE110N. ~ Q 3 _ INSPECTOR. OBTAIN A CERIIFIC _ _ Q' 0 ~ '4 r \ C B INLET INV OUT=274.86 - ~ i' I 'y ~ TO 279.63 \ _ I
~ \ , AL DISTURBED ACREAGE = 1 2 C ES a v ' ~ 11. TOT _ I , <v CURB INLE /~Q INV I =275.83 /
,~J \ ~ 0 ~ \ ~ ~ I ~ ~ TOP=279.63 \ % ~ NV 0 T=2 ~ 3 ~ q / \ , 0 I i ~ ~ I = 7 \ ~h L CURB INLET
~ I ~0 I u I ~ _ v TOP=279.63 i I , ~ v INV 01:~T-275.83 \ ~ V ~ ~
i'~-_~ ~ ~ ~ ~1 ~ 1 h ~ v \ INV IN=275.83 ~ ~ t~, , ~ I~ v , ` INV OUT- 3 ~ F"'1
V I ~ 0 ~ I 1; ~ 1~~,~ . ! ~ 2
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i~ i ~ I I ' ` `I r ) CURB INLET H v ~ vy EN \ \ \ O \ \ ~ P TOP=279.51
I \ _ NFL INV OUT=276.33
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i ~ ~ 1 , \ I ToP: 280.77
CAROLINA PINES LAKE 1 1 ~ \ `•Vr INV IN: 276.6 \ , 04 14 00 SD SUBMITTAL \ \ \ II\\ ~ , INV OUT: 27 .42
(WSEL (284.50) ` 1 11 , 8 24 0 ISSUE FOR OWNER REVIEW \ \ \ I
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IN FEED ) / PROJECT NO.: SME001.000 y
i inch = 30 M / I Lit, DESIGNED BY: EWS 290, / i CHECKED BY: AMM
/ DATE: 12/06/99

, r p S
R v
EXISTING SANITARY SEWER TABLE NEW SANITARY SEWER UNE TABLE ~ UNE LENGTH BEARING
NOTES KEYED TO PLAN EX SSMH RIM INV IN INV IN INV IN INV OUT ~ # S5-1 50.57 S2T05'OB'E ,
INSTALL SHEET PILING FROM BED-ROCK TO ELEV. 288.00 AS SHOWN POND DESIGN DATA A 1 270.76 261.48 261.56 5S-3 95.08 S43'11'37'W - ~ , 'SEX SSMH~1 ICI
2 273.81 264.31 263.11 SS-4 49.51 S34'36'59 W W ~
DRAINAGE AREA: 60.19 ACRES B NEW 5x8 PRE CAST CONCRETE JUNCTION BOX. - ' , 94 268.09 267.04 265.29 3 279.34 266
" IMPERVIOUS AREA: 46.23 ACRES (76.81%)
C INSTALL t 52 LF OF NEW 60 RCP. SEE PROFILE SHEET C4.3. 4 292.40 280.78 279.39 ' ' ~ b A OCIAT~S INC. SS ,
„ PERMANENT POOL SURFACE AREA 5 294.58 287.38 281.88 , - EST. 1999
D CONTRACTOR SHALL INSPECT INSIDE OF EX. 60 RCP AND REPAIR ANY REQUIRED: 2.29 ACRES 6 279.94 267.94 271.09(4") 267.94 ' -
CRACKS SPALLING, ETC. WITH APPROVED NON-SHRINK GROUT. ALL JOINTS PROVIDED: 2.41 ACRES 7 281.44 268.72 268.76 268.69 5
IN EX. 60" RCP TO BE FILLED WITH NON-SHRINK GROUT AND WRAPPED ' ~ . ~ 8 279.56 273.01 273.61(4) 273.01 F, ~ 7
WITH GEOSYNTHETIC FILTER FABRIC ON OUTSIDE. SEE DETAILS SHEET C7.4. STORAGE FOR 1" RUNOFF REQUIRED: 161,893 CF ~ , ~ d ~ ~P ,
E NEW SANITARY SEWER MANHOLE. SEE DETAIL SHEET C7.3 PROVIDED: 173,036 CF 9 287.12 269.42 277.97(4") 269.32 0~~'~P
10 284.03 273.68 273.23 -l 5' ~ 5 407 Gorman St.
F NEW 8" DIP SANITARY SEWER. SEE PROFILE SHEET C4.3. TOTAL VOLUME OF POND 11 289.79 277.84 277.45 ' Suite 101 - ko ~
(TO EMBANKMENT ELEV): 291,105 CF ~ Ralei h North Carolina 27607 ~P g
TEMPORARY RIP-RAP BYPASS CHANNEL. SEE DETAIL SHEET C7.4. FOREBAY VOLUME: fi2,878 CF OR 21.6% OF POND G ' P
5' S po ~ 919-833-7336
OLE TO MATCH NEW INVERT IN. 290 CFS H CORE DRILL AND BOOT EXISTING MANN 10 YEAR STORM (Qin): tea. ~ Fax: [phone]
10 YEAR STORM (gout): 93 CFS www.bbmassociates.com
W "DOGHOUSE" MANHOLE. SEE DETAIL SHEET C7.3. 100 YEAR STORM Qin): 405 CFS I NE
100 YEAR STORM Qout): 98 CFS 5
J NEW 8" PVC SANITARY SEWER. SEE PROFILE SHEET C4.3.
, ~ STA: 13+34.04 h
K CONTRACTOR TO PUMP WASTEWATER FROM EX SSMH#6 TO EX 3.21 L x OFFSET: 2 EX '
SSMH 1 DURING CONSTRUCTION. INSTALL NEW' RUBBER BOOT AT # „ SSMH~2 5~' N 4912.6732
EXISTING MANHOLE. INSTALL NEW 8 DIP SANITARY SEWER LINE 0 E 4940.8592
TO NEW MH#2. SEE SHEET C4.2 FOR PROFILES. BYPASS PUMPING SHALL BE MAINTAINED AT ALL T1MES DURING THE STA: 12+85.09 H ~
BYPASS. SUBMIT BYPASS PLANS TO AARON BROWER, CITY OF OFFSEL• 15.85 L ~ ~ ~~ut,luu~r ~ CA `''r,
RALEIGH PUBLIC UTILITIES DEPARTMENT FOR REVIEW. N W SMH#1 1 E •(H•,,,npl r ,O p~.•• ~•.7ti ;
L NEW 12"x6" TEE. Q ~ ~ fQF'KSS/~ •.9 4
~ r Q ; :~oj
M NEW FIRE HYDRANT ASSEMBLY WITH THRUST COLLAR. SEE ~J: • G~ r 6' ; ~F, o : 9
DETAIL SHEET C7.3. ti~%~ ~ 9f' P v ~ ¢
N NEW 4" GATE VALVE AND MJ PLUG WITH THRUST BLOCK. SEE
DETAIL SHEET C7.4. ~ 6 ~
0 NEW 2" BLOWOFF ASSEMBLY. SEE DETAIL SHEET C7.4. I J,: f
~ II a ~ la~ FEs I Q r r •~3 ~ i
P PLUG EXISTING ABANDONED 8" VCP SANITARY SEWER LINE WITH ~C7 r~ IN\~-271.48 ~ ~ 5 Si4 111•Q~
NON-SHRINK GROUT. ~ x ' ~ Z~~o MINJARY RELI ~ P F ,
Q NEW ~'4" WATER SERVICE WITH NEW CORPORATION VALVE AT MAIN. f~E '0 rSl i ~ • ~ `
~Sl r ~ ~ ` . ANS PL
RELOCATE EXISTING WATER METER. CONNECT NEW ~/4" WATER R M r N i EX ~ r SSMH 6 ~ ~ # ~ oRoP INLC1 Q ' ToP~275 ~F
SERVICE TO EXISTING HOUSEHOLD LINE. \ X ~ ~ i' \ s , y ~ \INV lid=27' 26 DO NOT USE FOR
S NEW 4" PVC SANITARY SEWER SERVICE WITH WYE INSTALLED AT \ NEWS 2 2 S 2~ I ~ ~ '~F~ ~ ~ /
MAIN. SEE DETAIL SHEET C7.3. \ STA: 1 r ~ ~ o. our~.;>>2 os CONSTRUCTION STA: 11+90 , o r ~ ,f ~ ~5, ~ .
,~~o OFFSET: T NEW GAS LINE. o OFFSET: 15.65 ' o ~ - ~ ` ~ / \ r X ~ ~ \ , P / \
r ~ ~ .STA: 12+68.0 ~ ~ / \h \ ~
RARY CONSTRUCTION EASEMENT TO BE ACQUIRED BY THE ~ ~ ' U TEMPO ~ ~ r r i~'Q ~ , / A , , c, OFFSET: 31.76 \
CITY OF RALEIGH. ~So i / , O ' i ~ ` / o ~ ' CU INLET
12" WET TAP GATE VALVE. ~ Ex ssMH~S z V NEW \ ~ ~ j: ~ ~ ~~I \2~~~•.• T =280.07 , i ~
;'w, ~ ~X ' ~Q " ~ , ~ SSMN~4 Q i ' ~Q 0•~~ r ~i;- ~ ~ ~ ~ j A JV IN=275.12 Q Q' 0 , ~ ~ ` C B;I~ILET ~ INV OUT=274.86
AS LINE AND 24 STEEL ENCASEMENT. \ ,!vqr ~ 0 ~ W NEW G , ~ ~ E • ~ rp ~ ~ x~ i % i A TO 279.63 e, ~ ~ W
~ ~ o~s~R~~ " ~ ~ ~ ~ E~ ~ ~ w ~ t'N _ ~ 3~ Vii f~ ~ CURB INLE INV I =275.8,3 v ,r~ ~s~ ' s ~~ri dv Ot i=2 5.83 ~0 r ; ~y ~ o ~ TOP=279.63 v 1 CURB INLET ~ ' 1
s X NEW 6 WET GATE VALVE. _ ' /r r a2 ; INV IN-275.83 ~ / '
0 ~ ~ ~ ~j '`Or i ~ ~ ~ ~ : INV OUT=275.83 ~ t~ ~ TOP 279.63 / , ~j ~ /~i ~ ~ Z ~ rs~ ~ INV IN=275.83 j / ~
Y NEW THRUST BLOCK. SEE DETAIL SHEET C7.4. ~ ~ ~ ,,~S ~ ; ~ ~ ~ ~ y1 , , D _ ro Q ~ f v IPJV OUT= 3 ~
~p ~ ~ ? r 0 G L y., r ? r ~ 2 ~ Q.~ X MH 8 / r ~ ti ' 9 ` ~ 6~~ E ~ T/ ~
Z NEW 12" DIP WATERLINE. ~2s , ° , 0 r ~,0~ ~ \ ~~`i / v 1
J~ Q r ~,~x " SEMENT. ~ ~ Y r - .w~ ~ ~
ND 24 STEEL ENCA ~ , NEW 12 DIP WATERLINE A Q- ; V Q ~ r j r \ r Q W \ ~ ~ -
i' ~ ~ ~ w ~
1 ~ W 0 ~A ` J'~~ "5 ~ CURB INLET ~ L '
1 h r \ ~ P ~ TOP-279.51
N 4673.1904 0 ' E 4716.0197 ~ j~ r r ~ ~ 11-1' INV OUT=276.33 ^ . SS ~ GN ~ \ t o Q F~~•'1
1 .w \ :N~ ~ PR ~ 2 ,~tJ' , S ~ \ Q , ~ ~ 'L ,
. c ~ V~\ : X20 p ~ ,
h~ \ , r q ~ , ~C ~ ~ \ ,`fJ cj n v ~ ~ ~ EX S~7
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1 1 \ f~
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~ ~ ~ , C ~ < ~ ~ i ~ F~'1
ONSTRUCTION SE UENCE o ; C o ~ • . , \ ~ ~j u' ' r ' ~ 6' ; ' ~ V 'L \
r~ ~ ~ 9 ~ ,
INSTALL EROSION CONTROL DEVICES AS SHOWN ON SHEET C3.1. 1. ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~ J CLEAR b ~ ~9 ~
N 4628.5175 E 4705.4920 2 . ks 'L/ A 5~
2. INSTALL SHEET PILING AS SHOWN ON SHEET C4.1. PUMP WATER
FROM CONFINED AREA TO ALLOW INSTALLATION OF 60" RCP. ' A c 9 ' ' EX SSMH 9 L ~ #
' ~ k ~G ~ \ ~ ~ l~ ~
INSTALL NEW JUNCTION BOX AND 60" RCP AS SHOWN ON SHEET C4.1. 3. \ G \ Jt• ~ t" ~ \ ~ ISSUE SEQUENCE
4. INSTALL NEW RIP-RAP BYPASS CHANNEL AS SHOWN ON SHEET C4.1. \ ' • ~
MAINTAIN THROUGHOUT CONSTRUCTION. Q ~ ~ DESCRIPTION ~ \ ~ 0. DATE o U roP: 280.77
CAROLINA PINES LAKE . ~ ° ~ • INV w: 276.s A 04 14 00 SD SUBMITTAL
PUMP OR SIPHON POND WATER INTO THE NEWLY CONSTRUCTED BY-PASS 5• WSEL (284.50) ~ INV OUT: 27 .42 WNER REVIEW \ ~ ~ • 08 24 0 ISSUE FOR 0
AS THE OUTSIDE WALL CHANNEL. SLOWLY REMOVE THE SHEET PILING ' ~ RNlllil OQIERIs \ J, 3 20 O6 REINED PER QP!
BECOMES FULLY EXPOSED TO ANON-AQUATIC ENVIRONMENT. ~ ` 06 15 06 REII~D PER QPf ~ RNflfil CQIQIIS
6. FOLLOWING DRAINING OF THE POND, THE SLOPES AND POND BOTTOM ` \ v ~
SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. MAKE ANY ~ ` \
REPAIRS AS DIRECTED. THE CONTRACTOR SHALL FLATTEN THE UPSTRE . ~ Q ~ x ~ ~ ~ .
DAM SLOPE TO 2H:1V OR FLATTER, AS SHOWN ON SHEET C3.1, WITH ~ O \ tP \
PROPERLY PLACED CL & ML (CLAYS & SILTS) OBTAINED FROM ~ ~ ~ ~ ~ \ \ . ~ \ ~ ~
CONTRACTORS'S OWN SOURCES. THESE SOILS SHALL BE PLACED AND TED TO 95% OF STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM ~ ~ ~ • ~ ~
COMPAC ~ ~ ~ ~ •
D-698) \ \ ~ ~ ~ \ \ .
7. INSTALL NEW RISER, DISTRIBUTION BOX, AND 80X CULVERT ~ \ ~ ; ~5~ .
AS SHOWN ON SHEET C4.2. LEAVE SLUICE GATE IN OPEN POSITION. \ ~ 1 E P ~ , EX ssMH~1o
x ~ . o, Y LL PI ~ 1
8. STABILIZE ALL DISTURBED AREAS WITH PERMANENT VEGETATION o ~ , o ; ~ ~ .
AND OUTLET PROTECTION. SEE TEMPORARY SEEDING SCHEDULE ON SHT C7.1. PL ~ I: ~
ti I: ' ~ ` \ ~ ER N0.
9. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES a~ EP..
WEEKLY AND AFTER RAINFALL EVENTS. PERFORM NEEDED REPAIRS 1vE
IMMEDIATELY. BPS ~ ' v11 D - ~
GRAPHIC SCALE ALE c s , ~ I \ k \ I\\.~
10. ALL WORK AS PROPOSED SHALL BE INSPECTED BY THE 120 ~ ~ \ Q
~WNFR'S ITL. ENGINEER AND APPLICABLE REGULATORY 30 ° 'i ~
AGENCIES PRIOR TO ACCEPTANCE.
W Ex SSMHyt1 PROJECT NO.: SME001.000
11. UPON APPROVAL FOR IMPOUNDMENT BY THE NORTH CAROLINA DAM ( FEET ) p \ irw RIM: IN: : 27779.aa DESIGNED BY: EWS
1 inch = ET 30 M SAFETY PROGRAM, REMOVE ANY REMAINING EROSION AND IN 1 77.45 CHECKED BY: AMM i INV OUT: 2 DATE: 12/06/99
SEDIMENT CONTROL MEASURES. CLOSE BOTTOM DRAIN VALVE,
PADLOCK AND PROVIDE KEYS TO OWNER.

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N0. DATE DESCRIP110N
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3 20 O6 REVI~D PEN p1Y ~ RNEIpI l?alEN15
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PROFILE
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•
J LDESIGNED O.: SME001.000 Y: EWS
Y: AMM 12/06/99

TRASH RACK/ ACCESS . SEDIMENiAIION BOX
3/4 DIA ALUMINUM WELDED TO SEE DETAIL SHEET Cfl.3 T* ~ S
NON-WOVEN FABRIC BETI^ NON-WOVEN GE05YNTHETIC 2 1/2"x2 1/2"x3/8" ALUMINUM ANGLE @ 6" CTS. ~ v 1, 4 ~ FABRIC BETWEEN PIPE SEE DETAIL SHEET C8.3 - -
NON-WOVEN FILTER FABRIC 3" DIA. PVC PIPE WITH OPEPJING ANI - o ~o~ o VARMINT GUARD (TYP.) OPEPJING AND X57 STONE 8" DIA. DIP -,CB. (TYP.) ~ POND BOTTOM ~
~C. I i SEEPAGE DIAPFIRAGM #57 WASHED (1HREE TYPICAL) 1, 3" DIA WEEP HOLES STONE ENCASED IN NON-WOVEN ~ URAIN
a ~ ~ ~ n GEOSYNTHETIC FABRIC (OUTER o QOo 5 ~ 0 ~
•o o i o -o~ PORTIONS EIJCASED IN TENSAR ~ ~~Oo ~ ~ DRAINAGE COMPOSITE DC3105 FOR opQoO ~ / \ W ~
' L VERTICAL STABILITY TO FACILITATE SEE SHEET C8.2 ~°Dd~oO _ O O o CONSTRUCTION). FOR INVERT - 00~ 00 ) CLOW BUSHING
J ` TYPE FLOOR ~ ~ ~ ~ BOX OR ' EQ c ~ th
,l i~ ~ _ ~ EXISTING 60" DIA. RCP 1" (TYP.) OOpQoO 3~ o~ t) 1 3 0 00oQ~0~ ~ ~ ~ ao ~ ASSOCIAT'~S INC. b
' ~ U~ ~ ~~D~°~ o ~ .i \ o ~ 0 0000 sTA 10+00 M 2 - ;ti= , ~ EST. 1999
a o ~ V = ~ C 8.4 ~ ~ , - ~ ti ~
o ~ o 7 2~ SEEPAGE DIAPHRAGM OUTLE ~ ~ ~M OUTLET ~a' -Ak ~ ~
~6' ~ - - ~ ~ C8.1 NOT TO SCALE ~ ~ ~ - 4~ 3 7 ~ ~l ~ 8" SLUICE d
k ~ 2C caTE wITH x,8.4,
I ~ ~ i- ~ ~ o< < : ~ 5 ~ ~ ~ ~ C8.1 NON-RISING EXT. ~ - i 1 ~ ~ ~ ~ , n ~ STEM BELOW j
c ~ ~ ~ ~ > C 8.4 - ~ U , ~ ~0~ G~1CIIl8ri st. 4 C8.4 r~~,k
A IA RAGM OUTLET 3000 PSI CONCRETE ~ ~ SEEP GE D PH Z D ) x ~ ( ~ C8 PLOWABLE BACKFILL w v s, ; \ Suite 101 ~ ~ x k"
o , TYP. j__ ' ~ ~ , - " ~ Raleigh, North Carolina 27607 2 /
)q ~ ~ ~ o o , ~ ~ ; ~ L'
p ~ i ~ i~\ ~ ~ - ~ ~ ~ ; ~ 919 833-7336 ~ ~
STA: 13+52.73 L~~ sTA: ~o+1s.8o Fax:[phone]
~ - - - _ ~ , ~~v ~ . y ~ ~ 9 -2 o r- _ ~-==~-L~--~-- - ~ g _ 2 ~ ' / massociates.com
w ~ l~ - 57 WASHED STONE WRAPPED WITH o ~ - ~a ~ # ~ ~ ~ ~ ' i
I ~ - ~ NON-WOVEN GEOSYNTHETIC FABRIC 1° ~ ~ w ~o UNDER PORTION OF LAST CULVERT 3 ~ tf) ~
i ~ ~ / ~ SECTION. w~ ~ / ~ ~ ~ 5_ Q X z ~ ~ c~ o a , ~ ~ ~ i
~ ~ 6'-0" 1 -0" , ~~~,1' _ ~ w o ~ , ~ ~ m ~ I , ~ _ m ~ ~
r ~ _ w ~ ~ - - `-1 , ~ ~ a ~ _ ~ w o
LATERAL DRAIN TIED INTO X57 WASHED STONE o w ~ o i- CI RA ~ AND NON-WOVEN GEOSYNTHETIC FABRIC x v ~ 4'-4" 4'-4"
~ - - ~ UIJDER EDGE OF SEEPAGE DIAPHRAGM. z ~ ~ ~ _ , ~ ~ (TERMINATES APPROX. 8' DOWNSTREAM OF o 50 ~ 1 5~
C ~ 3 CLAY CORE MATERIAL). ~ ~ - ~ - gROP L,~ / ~ ~ ~ w 4 < 8.26 8.26 2 ,`1,ti~uum,~~p`/
~ C8.1.- _T - ~H CARP
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wo Q- ~ STA: 10+45.43
l~C i_ ~ ~ ~ ~ L. ~ m ~ r 6' ~ C7 C~ )O~)C:~ JO C~ Ol~O~O d w~ ~ PRINCIPLE SPILLWAY STRUCTURE EdOTES: ~ STA: 10+53.69 9
~ \ _ , ~ o o ,-mac. ;moo o g. o_ i-~n_ o STi CONCRETE STRUCTURES: F
~ ~,z q ~5,.
o ~ o I~ - . • << r.~ l~~ a 1. CONTR SHALL EXAMI ~ M. ?J1P~,,~~' NE THE SITE AND VERIFY ALL EX C011[ IiIONS AND 'n
~ w ~lui u~l~ ilr r I DIMENSIONS SHOWN PRIOR TU CONSTR. 7'-2"
O ? ~ . 11 ~ /~O o '1C~, i ~o / ~ G r-
f- ~ - L c O~ O JO / 2. ALL SAFTEY REGU A N L TIO S SHALL BE STP,ICTLY FOLLOWED. r.IETHODS OF CONSTR AND ERECTION OF STRUCTURAL MATERIALS IS THE CONTR~11' fOR'S RESPONSIBILITY.
o o -i o i-,o / ~
i % 3. ALL WALL FOOTINGS ARE TO BE FOUNDED OPJ P, ~ P R E LI MI I N AR Y ESIDUAL S~ II OR CONTROLLED COMPACTED
~ ~~o ~ ~C~~O ~ ~ 5~~ o _ 2Q ,9g ~ FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE SOIL BEARING
- o)~~ ~ OUTLET PLAN ~ ~ PRESSURE SHALL BE VERIFI PLANS Z E RIMARY SPILLWAY PLAN ED BY THE ITL IMMEDIATELY PRI~`R TO FOOTING PLACEMENT.
5 o ~ ~ NON-WOVEN FILTER FABRIC C8.1 " NOT TO SCALE C8.4 1~ CB. ~ 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIVE
4 C8.4 ~cALE: 1" = 5'-0° STRENGTH of DO NOT USE F 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. OR
CONSTRUCTION
5. ALL REIiJFORCING BARS SHALL CONFORM TO ASTM A615, aDE 60 DEFORMED BARS.
6. ALL DETAIL FABRICATION APJD ERECTION OF REIP1EORr'lll', STEEL SHALL CONFORM TO
ACI "MAi~JUAL OF STANDARD PRACTICE FOR DFTAII_IiJG RLIN~IIRCED CONCRETE
PADLOCK STRUCUTRES" (ACI 315, LATEST EDITIOPI).
C.I. GUIDE (ASTM A126) 12" C.I. HANDWH 1 C.I. HANDWHEEL - -
7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF X11 WALLS TO RECEIVE A NONSLIP
+ - i BROOM FIiJISH. ALL EXPOSED CONCRETE SHALL BE WAiEP,PP,00FED AS SPECIFIED ~c, z
i f---- 1 ? IMBEDDED GALV ~f6 BAR HEREIN.
1 PAINTING~WATERPROOFING:
1
_ _ _ _ _ ADJUSTABLE STEM GUI 2A 8. BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SF'-SP7 TABLE STEM GUIDE C8 i I (BRUSH OFF BLAST).
BRONZE BUSHING ROD COUPLING WHEN REQUIRED ~ THIS PREPARATION SHALL REMOVE ALL LNiAl1CE ,~i;D U1-EU ALL SURFACE VOIDS. CARE SHOULD BE TAKEN NOT TO DAMAGE THE r:CNCPf 7E SURFACE BY OVERBLASTING. ~ E"'~

i 9. APPLY A TWO COAT WATERPROOFING SYSTEra Tn al_L F ~ PL~S1;-D CONCRET R ~ - E PE
~ - BOLT NUT ASSEMBLY 1 / ~ ~ ~ i r r ~r MANUFACTURERS RECOMENLA,~IONS. WAiEEPR,1~(Ii!„ EM SHALL MEET THE
~ ~j REUIREMENTS FOR AWWA C210. FIRST COAT: EPOXY PRIMER APPLIED TO A DRY FILM
THICKi~lESS OF 5.0 MILS. SECOND COAT: HI-BUILD EPOXY 1-1NISH APPLIED TO A DRY FILM THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM TIJICKNESS FOR THIS TWO (2) H
11" _ ' 1 1~2" DIA. EXTENSION ROD ~ ~ ~ NR EXTENSION 5TI 2B ~ EXTENSION STEM COAT SYSTEM SHALL BE 10.0 MILS. COLOR TO BE BLACK.
' ~ (SEE DETAIL THIS SHEE ~2~ ETAIL THIS SHEET) C81 ~T~ ^ .
i i i 1_ h~ h'y RESILIENT SEATED ~ MISCELLANEOUS:
~ I ii u ~ ~ ~ BCLT/NUT ASSEMBLY NRS RESILIENT SEATI u u GATE VALVE (FLxF aTE VALVE (FLxFL)
C.I. BRACKET u u ASTM A126 - STEEL NUT/BOLT/WASHER ~ 2" FEMME SOCKET COUPLING - ~ ~ 10. GATE VALVE SHALL BE FLANGE X FLANGE, CAST IRON RE~II SENT -D.I. WALL PIPE SEATED, NONRISING
a~ C.I. AS 1M 1?6 C30 DIP (FLxPLAIN EN a I ~ _ (DIA=E IP (FLxPLAIN END STEM TYPE COPJFORMING TO AWWA C509, LATEST REVISION) VALVE SHALL BE P ~ (DIA=8 (FLxPLAIN END) E OXY
10" ~Alll ~ 1 (o1a-8") COATED, INSIDE AND OUT CONFORMIi~1G TO AWWA C550, LA 11 ST REVISION. GATE E"'~
- 1/2"xt/2" WWM WRAPPI - 'I VALVE SHALL BE SUPPORiED ON EXTEND r~~=~ _ _ ED BASE F OU ,2° WWM WRAPPED - ~ - 1 r 0 C I~ _TE PAD. F-~i n
} , OVER OPENII i i ~ li i i,~ OVER OPENING - - -I I - ~7- F'-1 - - =LI= 11. NONRISIt`!G EXTENSION STEM ASSEMBLY WITH CAST IRON HaNDWHEEL AND ADJUSTABLE STEM
4„ q,. I 11 1 I 1'-0" MI11 - ~ ~ GUIDE SHALL BE BY TROY VALVE, TRUMBULL INIDUSTRIf S, IrJC., M&H VALVE CO., OR
-1~J I I - - EQUIVALENT. PROVIDE POLYAMIDE EPOXY COATI1dG TO :~f 1_ ~~IRFACES. COATING SHALL BE
I 1 - ~ MEET THE REQUIREMENTS OF AWWA C210. APPL~f TWO 1:~~11S. EACH COAT SHALL BE 3-5
~ , 2 I I Z.. 12 MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIhJE- PEPF~~F'M SURFACE PREPARATION AND , 1~~. APPLICATION PER MANUFACTURER'S RECOMMENDATl01JS ~'41'dT COLOR TO B
2~ 8" THICK X57 STONE BA' X57 STONE BASE r E BLACK. t;~
3 3/8" 12. PROVIDE KEYED PADLOCK AiJD 1 4" PROOF COIL GAI_V.~iII~L . P CHAIN, KEYED ALIKE
NON -RISING EXTENSION STEM ASSEMBLY FOR EACH STRUCTURE.
2A ADJUSTABLE STEM GUIDE 2e PIN 2C SLUICE GATE 13. PRECAST CONCRETE BOX CULVERT TO ~F H~ hn -
2 ~(~UARE SOCKET COU L G C8.1 NOT TO SCALE C8.1 NOT TO SCALE c8.1 iI~T Ta scALE BE PROVIL_D iJ RACTOR.
14. SEE SHEETS C8.2, C8.3, C8.4 FOR STRUCTURAL IiJFORLi ~ TI(~r; ISSUE SEQUENCE
iJO. DATE DESCRIPTION
NEW GAURD RAIL. FINISHED GR?DE SEE DETAIL SHEET C7.2. auRD RAIL. A 8/24/00 ISSUE FOR OWNER REVIEW HEET C7.2. NEW 6' FENCE 03 20 06 REND PER qiY OE RNEIgi CO~~IENis
ALUMINUM TRASH RACK/ ACCESS
3 - 23'-0° 5-0" -18'-0"- I FT. SL(lPF , 1 s . s , FINISHED GRADE SEE DETAIL SHEEI rg } ' S~ ~ ~ ~ ~ c~P N Pos~NON . EoR MAmiEwnucE r~IL~)
C 8.1 - ~ ~ MIN. ~ ~ ~
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'1, V'~,~ t ~ ~ ~ ~ ALUMINUM TRASH RACK ACCESS- i i' - ~~~'jCOMPACTED~, ~ SEE DEiAII_ SHELF C83
NON-WOVEN FILTER FABRIC y; % ' ~ ~ ~ ~ ~C ~ FILL ~ I~. ~ - ~ ~ ~ (CLOSED PUSITIOM) r ~
h / i i '1~
~ y> ~ ~ ~ y~,~~~ _ WSCL-284.50 -
.X y , v ~ i' o w ~ o~,~ ~ ~ ~ x > o ~ ~ 1' J J ~0 W .~'y' ti
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~ CLASS I T ~ III. _ STORM DRAIrIAGE ua j
2'-10" ~ a ~ i „j r STRUCTURE STEPS- - -SED11~1 A PIL~ ENT TI rJ 1
E EV = 266411 ELEV = 266.50 ~ ~ g,q; I SEE DETAIL SHEET C7 4 0 BOX `0 ~ Illyv = 8" CLASS 50 DIP SEE DETAIL SHEET C8.3
1'- 0' - ~ , 5 - - - ~rw = 27x.1 V ~ 1,_ ~ ~ ~ 1111111-1111111- - 2'-0" - ~~I~ = 76.84 - ~ , , I.. DETAIL ~ 3~ SLOPE 3 e SI OPE__ ~2' ~O v II SLOPE 0.5~ MIN 1
3'-0" ~ ~ - ~ i ~ _ LATERAL DRAIPI 11ED IN TO #57 WASHED V ~ELEV 26 50 ~ _ - i 2'-D' ~ ~ 1~TONE AND WON WOVEN GEOSYNiHETIC ~ 9 II _ _ - _ ~ ~ ~ ~ r
1'-0" IFABRIC BY SEEPAGE DIAPHRAGM ~ } ~ E SEEPAGE DIAP~+° e a ~ u a
1' -0" 6 ~ 57 WASHED ~~r.1,F ;~~~IAPLETELY - - # - , ~?,~T ii ' bt,~,,k,t a~, E - - °J"III _ _ - - . III - - ;II...
IIIIIII_IIIIIII-111111 ENCasED IN Noy.-~,.,.~u ~ r~l~ 1- Til nm ii,ll rrr i i 11111_ ii111=-,~~- f~i~l-_ - - - 1l - ail - f~~,~~-,,;;;~ ~ --lull - Iil~--IIiJi- ~~II~~
-D - -11ff111-1tfftff- z1 -o' GEOSYNTHErIC I ~e~:~r~ 111,1-- = J - OJT-I~ dill - 111= i~ _ INY = 27~ Zo
~u u n ~wi `-mn " _ rnn nu- m ~ u 11I11 111 - m #57 WASHED STONE ENCASED i 1"
#57 WASHED STONE ENCASED IN NON-WOYI I! GEOSYNTHETIC FABRIC
3 OUTLET SECTION IN NON-WOVEN GEOSYNTHETIC FAPPl
-HEADWALL AT SP 3 4- PRIMARY SPILLWAY PROFILE iEADwALL AT SPILLWAY PROJECT NO.. SME001.000 C8.3 ~8 DESIGNED BY: EWS
8.1 NOT TO SCALE SCALE: 1 = 5'-0" CHECKED BY: AMM
DATE: 12/06/99

22'-0"
2 SPA. S s R U
6" 8" 4 SPA. ®12" = 4'-0" ®10"= „ k ~ ~
13" " 1,_$" 10 5- 4 VERT. E.F.) 13 10 SPA. ~ 12" = 10'-0" ti
, „ TOP & BOTT) 11 - #4 VERT. E.F. TOP & BOTT. 2 -2 0
W ~
, " 10~~ 10" „ 2-#4 x 7'-6" (TYP.) 2-#4 x 5 -0 TYP. 6 N ( )
(E.F.) (E.F.)
ASSOCIATI~S INC. b G~
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23 -0 ~
, 5- ~ 5 -0 " 1 -3
N 18 -0 ? d ~
407 Gorman St.
3-#412"
VERT. Suite 101
~ (E.F.) Raleigh, North Carolina 27607
i
N_Q ~ U1 , „ #4 ~ 12" o.c. N 919-833-7336
OW „ 2-0 I = w 1 -4 5'-10"0 ~ E.W.E.F. Fax: [phone]
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~ z OPENING o ~ 1'- "
a o 11 -4 0
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(E.F.) N
#4 ®12" O.C. EACH WAY
I _o TOP & OT.
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EL V = 266.40 = 266.40 ELEV = 26 #4 ®12" O.C. EACH WAY ~ 2" CLR.
N O 6.50 2 CLR. - TOP & BOT.
I .
~ I PR ELI „ MINA o RY - ~ ~ #4 ®12 O.C.
NOTE: o BASE SLAB REINF. do DOWELS NOT SHOWN FOR I iv DOWELS E.F. PLA ( ) NS
CLARITY. SEE SECTION 2 DETAIL SHEET C8.2. ~ ~ " . N
I #4 C~12 0 N #4 C~12" o.c. ELEV = 264.50
#4 ®12" DO NOT USE FOR #4 ®1 z" o. c.
C ONSTRUCTION
o
#4 J U
1'-0" 6" i~
5'-0" - 5'-0" 21'-0"
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VERT. Wq~ o C p,~l. _ _ N0. DATE DESCRIPTION W
N #4 12" HORIZ. 08 24 OO ISSUE FOR OWNER REVIEW
N ^
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HEADWALL TO SEEPAGE 6 DIAPHRAGf~I (TYP.) DOWELS m p ' 1'-0"
~ Ct~.2 M .e
0 6 0
~ 1'-0" ~ ~
I ~ ~ SEEPAGE INV = 268,30 \ ~ C8. -
0 0 0 0 °L------~
17'-0" SPI LL WA Y
1 ~'-o" o DE
a 19'-4„ T L 19'-4" ~
38'-8"
•
r3l0UTLET HEADWALL ELEVATION a A S C ON (ps
E CNOT TO SCALE . SCALE: 1/2" = 1'-0" CALE. 1 2 s N G UTLET W LL PLAN A S C ON
cs.
SCALE: 1/4 = 1 -0 SCALE: 1/2 = l'-O" PROJECT NO.: SME001.000 DESIGNED BY: EWS
CHECKED BY: AMM
DATE: 12/06/99

3 s s R U
C8.4 6'- ~ k 4 ~j rj
square
rr~'~ 1'-0° 4'-4" ~'-0" V
(typ,~ square t (YP)
~~~-4" BASE SLAE e.. W ~ 8"
~4 @l2" O.C. 10" 10" 7
i~ FIORii - ---6' 8 ~ 1,_0~, 8„
- - - - 5 -O C8.3 ~ ASSOCIATES INC b
#4 @10" O.C. 4 @12" O.C. . EST. 1999
VERT. ~ VLRT.
(STAGGF~~D F.F.) E - - - 6. q,. ~r
~ ~ I . F1 R _ I C. ~ ~ , - I 8" 0 DIP ~
° z ~ O IZ. - - L~ ~ N~~ ~ o d ~ - ~ ~ r.,
N
J 407 Gorman St.
J ~ - Q 0 ~ 6 Suite 101
_ - - - - r-- iT _ - Raleigh, North Carolina 27607 REMOVABLE C8.3
#4 x 2 -0 ~ I P DIAGONAL I STOPLOG NOTCH
N 919-833-7336
. • #4 @12" O.C. . a o Fax: [phone]
HORIZ. 8" DIP - I o www.bbmassociates.com
I ,
I 1 -#5 x 2'-G'
~ - - ~ aTOP OF BASF , j ° I RO ~ ASSOCIATES, P.C.
~ I SLAB ~ ~ ~ ~ 5 SEDIMENTAT ION B O X P Consultin En
- I E A N g sneers g C 8.3 1011 SCIIAUB DR., SU1T8 X202
o I - ~ ~ I VLR 1. NOT TO SCALE 1ZAL81G9,N.C 27606
uT _ - - sixxucnmu eNCn~eEas
- - #6X1 -6" @1
O.C. DOWE
L~ IN 'Y I BASESLA °
w I B ~ > - ~ X ~ a~ m 8„ 3' 0" 8"
~ I c~ I ~ SQUARE ~ 3"
x I ~ i,~ 3.,
O ~ m I - - - ~ `l 8" ~ DIP T/WALL EL.279.80
I ~ m ~ -
o I I 8"~ DIP ~ • REMOVABLE 2"X6" STOPLOGS ~ FOR CONTROLLED DRAININ ~ - CONCRETE G
~ I X- - INVERT EL.
i I # ~d 277.80 ~ t~ 0„ L U
o HORII. I ~
N 2" INSET 1 ~ - - PRELIMIINAf~ T SLAB EL. 7
_ 4 I C8.3 8.3 - - / 2 7.30
C8.4 I ~ SECTION OF R - D AWDOWN X X I - PLANS
C8, 3 -BOY, CULVERT - G'- _ _ 6 BASF SLAB • - NOT TO SCALE 00°p O~oQ~00o O~o 0 0 0 0 0 0 0
I 000~o~pU'o o ~ oCA ~ o ° ° 0 0 0 0000°000~°000o DO NOT U _ o0 00 0 ooo °ooo °ooo 00 SE FOR
1 -#5 x 2'-6" =?°~°o°O,~,o~~ooDo 000 °o ~0 00 0 00 0 0 _ n~„h n..,,(l(ln~ ~~h(ln Ot~nn O(1(ln~,dl - - - - - CONSTRUCTION
@TOP OF BASE "
' SLAB " TRASH RACK _ ~ I - 6" X57 WASHED - j~4 @ 8° STONE
3/4 DIA ALUMINUM WELDED TO ~ ~ , 2 1/2"x2 1/2"z3/8" ALUMINUM ANGLE ®6" CTS. ~ e @12
HORIZ. U
LIFTING HANDLE ~ ~ - - -
.i. ~ -F--- ~ I Eq - -
II I ~ - - _ 6 SEDIMENTATI _ ON BOX SECTION
11 I I ° III o C8.3 _ NOT TO SCALE
II I II
#4 @1 0. C. VERT. II I I -
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II ~ I 3 I V1 ~
II I C8.4 STAINLESS STEEL - _ I--I
SLAM LOCK I o 8° 3, 0., 8.,
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II I II 8" 0 DIP ~-I
II I ~4 ®8" T/WALL EL.435.20
Iln ~i TYP. 4x2'-D" o # H f~
Ili h A I ~ ~ A DIAGONAL GROUT „(TYP.)
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3 PLAN OF INT AKE E"'{ , l
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B avERALL 3~8" = 1'-0" - = r, o = ~ FBI
PLAN _ --r---. - - =o W
--~~~0 0 °o o ° cA o °o °ocT-=- -0 00 00000 00 CAo - °ooo°ooo°oo 0 o Oo 000 000 -
3/4" OIA ALUMINUM ROD ~ WELD fIQTH $I~ES ~oo~ooo~ooo~ooo° 0000 000000000 = _-~n00nnn0 nMnO C)(1nnOS}on _ n~ S)n~i~0 C~n~O~~n~ -
1,
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OPEN POS1110N) ,r- ~A @i~'° O.C. ~4 ®8" STOVE
EACH WA Y ssr. & ALUM. - EACH 1 ACE
2-i/2"x2-1/2"x3/8" ALUMINUM ANGLE POSITIVE LOCKING HOLD OPEN ARM
WITH S.ST. 2 CLR
SPRING ASSIST THREE 3 STAIN ~ - O LESS STEEL ~hJ ISSUE SEQUENCE
HINGES W/ TAMPER PROOF FASTENERS N _ L,L~~ ~
N0. DATE DESCRIPTION
N _ _ _ _ i • ~ ` 1/4" THICK EXTRUDED p ~ SEDIMENTAT ION BOX S - ECTION - A 08/24/00 ISSUE FOR OWNER REVIEW
ALUMINUM FRAME ° ~ ~V c0 ~ < " C8.3 - NOT TO SCALE 03 20 06 REN~? PER q1V ff RAEE~I CO~I~IENiS
~ ~ ~Y PRIMER REQUIRED . ~
~t
SECTION A-A CONT. CONCRETE - ANCHOR Y ~ ~ ~
DOWELS I,ti 12" O.C. ~ ~ r~ ~
u: I` o J _
NOTES I ° I ACCESS FRAMES SHALL HA ~ LF1 VE A O L)
1 4" - THICN 0 / NE PIECE, MILL FINISH, EXTRUDED ~f) ~ ALUMINUM FRAME, INCORPORATING A CONTINUOUS CONCRETE ANCHOR. THE INSIDE I~1 I_? In ~ O
OF THE FRAME SHALL HAVE A GRATE-SUPPORT LEDGE ON TWO (2) SIDES. BOTH ~ Fi X 1 - h~~ ~ FRAME AND LEDGE MUST BE SUPPORTED BY A FULL BED OF CLASS A CONCRETE. ~ [)OCIE ra I~ ~ ~ ~ [17
THE GRATE SHALL OPEN TO 90' AND AUTOMATICALLY LOCK WITH A STAINLESS LS 12 STEEL HOLD OPEN ARM INTH ALUMINUM RELEASE HANDLE. FOR EASE OF z VJ
OPERATION, GRATE SHALL INCORPORATE ENCLOSED STAINLESS STEEL COMPRESSION SPRING ASSISTS. GRATE SHALL CLOSE FLUSH N9TH THE FRAME. HINGES AND ALl _r Z
FASTENING HARDWARE SHALL BE STAINLESS STEEL UNIT SHALL LOCK WITH i STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY AND HAVE A _ /
NON-CORROSIVE HANDLE. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN _ <a _ MATERIAL APID/OR WORKMANSHIP FOR A PERIOD OF 10 YEARS. ' e
~ ~a - PIL L WA Y
U ~ DE T L
l
0 2 ALUMINUM GRATE AND HATCHHEADWALL AT SPILLWAY C8.3 NOT TO SCALE C8.3
PROJECT NO.: SME001.000
DESIGNED BY: EWS
CHECKED BY: AMM DATE: 12/06/99

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CORNER BARS N ~ (TYp,) CORNER) (TYP.) Raleigh, North Carolina 27607 n.
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r2-'**NSPILL-WAY CULVERT SECTION (4 @T°P 1 @130T.) 5 LL SECTION A SPILLW
AY C8.4
1/2 =1 -0 PROJECT NO.: SME001.000
DESIGNED BY: EWS CHECKED BY: AMM
DATE: 12/06/99

STANDARD SITE ABBREVIATIONS SITE SYMBOLS
GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED
KNOWN UNDERGROUND ELEMENTS. ADDITIONALLY, THE CONTRACTOR SHALL BE
ABC AGGREGATE BASE COURSE MAX MAXIMUM EXISTING NEW DESCRIPTION RESPONSIBLE FOR EXERCISING REASONABLE EFFORTS TO PROTECT ANY
AC ACRES MED MEDIAN UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE
APPROX APPROXIMATE MH MANHOLE N 75'15'30" E N 75'15'30 E PROPERTY LINE ENGINEER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD
ASPH ASPHALT MIN MINIMUM 310.00' 310.00' NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN.
AWWA AMERICAN WATER WORKS ASSOCIATION MJ MECHANICAL JOINT EAW R/W RIGHT OF WAY
MON MONUMENT 2. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE
B -B BACK OF CURB TO BACK OF CURB MTL METAL ............................... ...... ...•.•- EASEMENT OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR
BLDG BUILDING MW MONITOR WELL IMMEDIATELY AS DIRECTED BY THE ENGINEER.
BM BENCHMARK - SETBACK
BOC BACK OF CURB N/A NOT APPLICABLE 3. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ENGINEER FOR
BOL BOLLARD NAD 27 NORTH AMERICAN DATUM 1927 - - LIMITS OF CONSTRUCTION DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE
BVC BEGIN VERTICAL CURVE NAD 83 NORTH AMERICAN DATUM 1983 CONSTRUCTION ACTIVITIES.
BW BARB WIRE NBL NORTH BOUND LANE 3T21��0 314.00 SPOT ELEVATIONS
NC NORMAL CROWN 4. TREES AND EXISTING LANDSCAPING NOT DESIGNATED FOR REMOVAL SHALL BE
C&G CURB AND GUTTER NC GRID NORTH CAROLINA GRID BENCH MARK PROTECTED DURING CONSTRUCTION.
CATV CABLE TELEVISION NCDOT NORTH CAROLINA DEPARTMENT
CB CATCH BASIN OF TRANSPORTATION BUILDINGS 5. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS.
CBL CABLE
CFS CUBIC FEET PER SECOND NCGS NORTH CAROLINA GEODETIC SURVEY PAVEMENT, SIDEWALKS 6. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF
CHL CHAIN LINK NIP NEW IRON PIPE ALL ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.
CI CURB INLET NTS NOT TO SCALE
CURB AND GUTTER
CIP CAST IRON PIPE 7. CONTRACTOR SHALL PROVIDE EXCAVATION AND TRAVELING OPERATIONS AS
CENTERLINE 0/C ON CENTER TREE LINE REQUIRED BY LOCAL AUTHORITIES AND ALL APPLICABLE OSHA REGULATIONS.
CM CONCRETE MONUMENT OD OUTSIDE DIAMETER
CMP CORRUGATED METAL PIPE OH OVERHEAD �- �--- - - POND, LAKE, RIVER, STREAM
CO CLEAN OUT OSHA OCCUPATIONAL SAFETY AND 8. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND
_ � - � •
COM COMMUNICATION HEALTH ADMINISTRATION RETAINING WALL SHALL MAKE REPAIRS AT HIS EXPENSE.
CONC CONCRETE OVH OVERHANG 9. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION ADJUSTMENTS OF ALL
CONSTR CONSTRUCTION X X x x FENCE EXISTING VAULTS REGARDLESS OF FUNCTION), METER BOXES, FIRE HYDRANTS,
CONTR CONTRACTOR P/A PARKING AREA )
CLEAN OUTS, MANHOLES ETC. TO MATCH FINISHED GRADES AND SITE PLAN. ALL
COR CORNER PC POINT OF CURVATURE - -> - - SWALE/DITCH SUCH WORK SHALL BE COORDINATED WITH THE ENGINEER.
CP&L CAROLINA POWER & LIGHT PCC POINT OF COMPOUND CURVATURE
CULV CULVERT PED PEDESTAL 151 SILT FENCE 10. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE
CW CHILLED WATER PI POINT OF INTERSECTION SAFETY OF ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION
PINC POINT OF INTERSECTION NO CURVE , CHECK DAM ACTIVITIES.
DELTA PIV POST INDICATOR VALVE
DCV DETECTOR CHECK VALVE § PROPERTY LINE INLET PROTECTION 11. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT
DDCV DOUBLE DETECTOR CHECK VALVE POC POINT ON CURVE PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES.
DI DROP INLET POS POINT ON SPIRAL o BOLLARD
DIA DIAMETER POT I,OINT ON TANGENT 12. UNDER ABSOLUTELY NO CIRCUMSTANCES SHALL ANY UNMANNED EXCAVATION BE
DIP DUCTILE IRON PIPE PP POWER POLE O [9 0 CATCH BASIN, CURB INLET, DROP INLET LEFT OPEN OR UNPROTECTED DURING NON -WORKING HOURS. UTILIZE SIGNS,
DRW DRIVEWAY PRC POINT OF REVERSE CURVATURE BARRICADES, ETC. TO ENSURE THE SAFETY OF THE GENERAL PUBLIC.
DW DOMESTIC WATER PSI POUNDS PER SQUARE INCH O O • O MANHOLE, JUNCTION BOX
PT POINT OF TANGENCY 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS
EBL EAST BOUND LANE PVC POLYVINYL CHLORIDE p ► FLARED END SECTION ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE
EF EACH FACE PVI POINT OF VERTICAL INTERSECTION ILLUSTRATED ON PLANS, NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
EG EXISTING GRADE PVMT PAVEMENT o 0 CLEAN OUT
EIP EXISTING IRON PIPE 14. EXISTING SITE SURVEY INFORMATION WAS TAKEN FROM A TOPOGRAPHIC SURVEY
ELEC ELECTRIC R RADIUS -�- FIRE HYDRANT PREPARED BY BBM ASSOCIATES, INC. DATED SEPTEMBER 1999.
ELEV ELEVATION R/W RIGHT OF WAY
EM ELECTRIC METER RCP REINFORCED CONCRETE PIPE ® ►• VALVE 15. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IF DIFFERENCES ARE
EOP EDGE OF PAVEMENT RET1N RETAINING WALL
ESMT EASEMENT REV REVISED I] © IM ELECTRIC, GAS, WATER METER FOUND, NOTIFY ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE
■ ■ ■
EVC END VERTICAL CURVE RPZ REDUCED PRESSURE ZONE MADE.
EX EXISTING RT RIGHT © 0 ■ ■ CABLE, TELEPHONE PEDESTAL 16. ALL WORK TO BE PERFORMED ACCORDING TO OSHA SAFETY REGULATIONS.
EW EACH WALL RWM RIGHT OF WAY MONUMENT
FES FLARED END SECTION
® TRANSFORMER 17. THE CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO THE CITY OF RALEIGH
FFE FINISHED FLOOR ELEVATION SAN SA. ATARY Nov LIGHT POLE, WALL LIGHT FOR ALL REQUIRED INSPECTIONS.
� *
FG FINISHED GRADE SB SOIL. BORING 18. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CITY OF RALEIGH AND
FH FIRE HYDRANT SBL SOUTH BOUND LANE r-- •= ---o UTILITY POLE W/GUY WIRE
FNC FENCE SHT SHEET NCDOT STANDARDS AND SPECIFICATIONS.
FOC FACE OFCURB SIA SIAMESE CONNECTION 20. ALL WATER AND SANITARY SEWER CONSTRUCTION TO BE IN ACCORDANCE
MONUMENT 19. ALL SLOPES ARE SHOWN IN THE FOLLOWING UNITLESS FORMAT A: B WHERE
SP SIGNAL_ POLE OW WELL
FPS FEET PER SECOND SIG SIGNAL A IS A HORIZONTAL DISTANCE AND B IS A VERTICAL DISTANCE.
GALV GALVANIZED SPECS SPECIFICATIONS
GC GENERAL CONTRACTOR STA STATION SIGN WITH THE CIN OF RALEIGH PUBLIC UTILITY HANDBOOK.
GL GAS LINE S11N STORM
GM GAS METER sw SIDEWALK Q l TREES GENERAL CIVIL f SITE JOB DESCRIPTION
GPM GALLONS PER MINUTE
GRV GRAVEL T TANGENT 1> o ► ] • THRUST BLOCK, PLUG, REDUCER THIS JOB CONSISTS OF CLEARING AND GRUBBING, TOPSOIL STRIPPING, SITE
GTV GATE VALVE TBM TE=MPORARY BENCHMARK GRADING, EROSION CONTROL MEASURES, STORM DRAIN INSTALLATION, SEEDING,
GV GAS VALVE TCP TERRA COTTA PIPE © SOIL BORING SANITARY SEWER INSTALLATION, WATER LINE INSTALLATION AND OTHER WORK AS
GW GUY WIRE TEL TELEPHONE DESIGNATED. ALL CONSTRUCTION SHALL CONFORM TO THE CITY OF RALEIGH
TEMP TEMPORARYO COLUMN LINE NUMBER AND/OR NCDOT STANDARDS AS APPLICABLE. ALL GRADING OPERATIONS, FOUNDATION
HC HANDICAP TOC TOP OF CURB PREPARATION, BACKFILLING, ETC. SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS
HCP HANDICAP PARKING TOE TOE OF SLOPE (D KEY NOTE NUMBER OF THE OWNER'S INDEPENDENT SOILS TESTING LABORATORY (ITL).
HCR HANDICAP RAMP TOP TOP OF SLOPE
HDW HEADWALL TOW TOP OF WALL OSTORM
DRAINAGE STRUCTURE NUMBER EXIT 297
HP HIGH POINT TP TELEPHONE POLE t-:
HT HEIGHT TRANS TRANSFORMER ® SOIL BORING NUMBER "'
ID INSIDE DIAMETER TYP TYPICAL w
Uj
IN/HR INCHES PER HOUR E5 SANITARY SEWER STRUCTURE NUMBER 40 0
INV INVERT U/C UNDER CONSTRUCTION Z
ISL ISLAND U/G UNDERGROUND - - -- - - - -■ ■ ■ STORM DRAIN LINE k/R `)
ITL INDEPENDENT TESTING LABORATORY UP UTILITY POLE - - - - - - _ KIND N
Rp
JB JUNCTION BOX VC VERTICAL CURVE
----ss-----ss---- SS SS SANITARY SEWER LINE
SITE
VCP VITREOUS CLAY PIPE ----FM------ FM---- -F FORCE MAIN
L LENGTH CAROLINA
LF LINEAR FEET WBL WEST BOUND LANE -- w ------ w ---- _w_W_ WATER LINE `b APINES
LGT LIGHT WL WATER LINE �Nf DR AVE pQ` dg�o
LP LIGHT POLE WM WATER METER ---OW ------ pW---- -piµ--flyµ-- DOMESTIC WATER
LS LANDSCAPED WV WATER VALVE
LT LEFT WW WOVEN WIRE----FP------FP---- FP FP FIRE PROTECTION LINE o\SOR
q
MAN/�Sr
NOTE: --- G ------ G ---- G G GAS LINE Re�sr
ALL SYMBOLS AND ABBREVIATIONS MAY
DRAWING INDEX NOT BE APPLICABLE TO THIS PROJECT. ---- E ------ E ---- E E ELECTRIC (OVERHEAD) �p o�
COVERQ` OUNP.
CO.1 SITE STANDARD ABBREVIATIONS AND SYMBOLS----UE------UE--- -UE UE ELECTRIC (UNDERGROUND) ��`� �� G VIOE�S
CO.2 TRAFFIC CONTROL PLAN
CO.3 DRAINAGE AREA PLAN ---- T ------ T ---- T T TELEPHONE (OVERHEAD)
C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN ypQ`
C2.1 SITE LAYOUT PLAN----UT------uT---- -UT-UT TELEPHONE (UNDERGROUND)
C3.1 SITE GRADING PLAN lRYOb ��, FP
C3.2 EROSION CONTROL PLAN ---- F ------ F ---- F F FUEL UNE ROAD
C4.1 PHASE 1 SPILLWAY PLAN
C4.2 PHASE 2 SPILLWAY PLAN----Uc------ Uc---- -UCUC UNDERGROUND CABLE
C4.3 PROFILE
C7.1 CIVIL/ SITE DETAILS ---- v ------ v ---- V V VENT LINE
C7.2 CIVIL/ SITE DETAILS
C7.3 CIVIL/ SITE DETAILS ---- s ------ s ---- -s-s- STEAM (OVERHEAD) o
C7.4 CIVIL/ SITE DETAILS
C7.5 CIVIL/ SITE DETAILS----us------us---- -USUS STEAM (UNDERGROUND) Z
C7.6 CIVIL/ SITE DETAILS
C7.7 CIVIL/ SITE DETAILS
C7.8 CIVIL/ SITE DETAILS GUARD RAIL
C8.1 SPILLWAY DETAILS
C8.2 SPILLWAY DETAILS VICINITY MAP
C8.3 SPILLWAY DETAILS - -
SPILLW
C9.1 CROSS AY
ECTIONSS NOT TO SCALE
mBBM
4 ASSOCIATES, INC.
EST. 1999
yds��
407 Gorman St.
Suite 101
Raleigh, North Carolina 27607
919-833-7336
Fax: [phone]
www.bbmassociates.com
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NO. DATE DESCRIPTION
A08/24/00 ISSUE FOR OWNER REVIEW
A.03/20/06 REIESfD PER QIY ff Row OalEm
06 /15/06 RflE9 PER 0 OF RNtICI MIE1I15
SITE STANDARD
ABBREVIATIONS
AND SYMBOLS
coo
PROJECT NO.: SME001.000
DESIGNED BY: EWS
CHECKED BY: AMM
DATE: 12/06/99

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~ ~ 1 ~ \ / 11/// / r~ ~ ~ \ l 1 ~ \ \1 / i ~ 11 I 1111 \ ~
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PROJECT NO.: SME001.000 \ \ \ \ l \ 1 / / \ \ \ DESIGNED BY: EWS
~ A .l l ! ~(6 1, ~ \ CHECKED BY: AM1J _ \ l
DATE: 12/06/99

J r r r l`'~ r r r! r l J I 1! r 1 , , i I I I ~l' l l r r~ 1 / i I l r 1 V
BENCHMARKS Ex EXISTING SANITARY SEWER TABLE r r! ~ r r r r l - rrr r r r r~ r r r ~ r ~ r r
GENERAL NOTES NORTHING FASTING ELEVATION Ex ssMNy a rrr ~ r , r . ~ r r r EX SSMH RIM INV IN INV IN INV IN INV OUT r / r r r r ~ r r ' ~ / r r ! # r/ l l r r~ / / l l
- - r l r ! , ' I ! ! , , r~ 1 270.76 261.48 261.56 rrr ~ r r ~ r r / r \ / ! r r
1. ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR PK~1 (NAIL~_ 4786.6081 4848.1941 280.36 1 27i - r r r J r r r, i r/I r EX S$#v1Pl#1 I~ ~ J / r r r r r r r r r r/ r~ / r r '~r
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. SSMH 4 MH 4722.7843 4724.7675 292.40 2 2~. 2 273.81 264.31 263.11 , , ~ ~ r r ! , r ' I / , , , , , , - , , r r r r , ~ r 1 r, / ~ r ! /r I
a SSMH 7 MH 4676.4669 4957.8146 281.44 3 2~~ 2. ALL DEMOLITION WORK SHALL BE PERFORMED WITH DUE CARE AND SSM 8 4715.6682 5070.1096 279.56 3 279.34 266.94 268.09 267.04 265.29 r r rr ~ r r r ~ ~ r r / ! / r r ~ ! ~ l r r r I ri ~ r r r r r r r~ J ! ! ri / 5 I , r I
LGENCE" SO AS TO PREVENT ANY DESTRUCTION OR H MH 4 _29 DI I _ 4 292.40 280.78 279.39 r rr ,r / r r r , r 1,ri / ~ r / i ~ 'n - - I r r l I I, I I ,fir / ,i ~ r r I V•
INTERRUPTION OF CONCEALED UT1LIl1ES WHICH ARE INTENDED TO 5 29 1, r r,~ / r; 1 b 5 294_58 287.38 281.88 , r r ~ , r r r r l / , r , ASSOCIATES, INC.
REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE r r r.l r r / r , ~ fi' 6 279.94 267.94 271.09(4") 267.94 ~ r / i ~ r r r r i i ~ / l rr , 1~5T.1999 T
PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH s v~ - - , r r r r r r~ r I V" / r r r~ r r r r r r:' / ~ r r
DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ~ 2a 7 281.44 268.72 268.76 268.69 ' r r r f r r r r J r S`' r r ' / r l r G~~ r r r `Y
ARE IN A LOCATION DIFFERENT FROM THAT INDICATED OR ARE 8 27~ UNIDENTIFIED, SHALL BE REPORTED TO THE ENGINEER BEFORE ~ / r ! 7 / :'r ~ ~ 1 r 8 279.56 273.01 273.61(4) 273.01 , , , r / 1 , / F, ~ / - / ' / r r / / / ~ , 1 1 ~ ~ / r ~ 1
REMOVAL FOR FINAL DISPOSITION. 9 2a / / / / r r , l / r P, ~ ~ l r r Cl 9 287.12 269.42 277.97(4") 269.32 / , , i , , i r / • ~ , ~j , r , / , / / / r , , OF , ~ CAP I / r r
10 28 10 284.03 273.68 273.23 / / / r' ~ ~ r r / c~' ~ ~ • i
3. ALL WASTE MATERIAL GENERATED FROM DEMOLITION WORK SHALL BE 11 28, /rrr / ~ ~ 1 r ' 407 Gorman St. 11 289.79 2 77.84 277.45 ~ ' ' / rri i r : f i r G S~ ' r r rr
DISPOSED OF OFF SITE IN ACCORDANCE WITH CITY OF RALEIGH - r ~ / r o ' ' •J r ~ r Suite 101 ' / / / i rrr / k,~~'~ r r , ~
REGULATIONS. / r r / r ~P : • ' / r I Ralei h, North Carolina 27607
/ , / / r is , l r , Q'~---_~~ , f I , ~ r f ~r r r r i
4. SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION SHALL BE . , r , r ~ I 919-833-7336
DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATORY AS CONTRACTED BY THE CONTRACTOR AND SHALL BE ! ' rr / ' % ~ J Fax:[phone] , , ~ / / , / r , / s r r 1 r J
UTILIZED FOR FILL MATERIAL AS APPROVED BY THE ITL AND ~ ' 6/ * r r / r r r r / / r,', ~ r / www.bbmassociates.com
ENGINEER. ~ ' , / i ~ , , / r , , 1
5. ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICH DOES NOT / N .F r ~ ti~ : , h, , / ~ J , o~ / . ,
SPECIFY ACT10N BY THE CONTRACTOR SHALL BE CONSTRUED AS DERSO HOMES INC TOMES INC IG ' / i r r i ~ / ' l i I ( / / / ' / / ' ~ ~ ' / /
/ T 4~ OLEANDER PARK INFORMATION ONLY. i Pt~~3 & 4 ~M87-1698---- 'DER PARK I I ' ' r i 1`~` ~ ' ' / r - . I I ~t / / / / / M87-1698------- I x , , ~ / /
~ PIN: 17((2.18.0655 18.0655 NEE-- y: ,GSM 2 / ; ! ' ' / r
6. CLEAR AND GRUB ALL AREAS TO RECEIVE PAVEMENT/STRUCTURES AS ~ ~ _ - QUEST~~ROPERTIES ' i / y~ ' ~ r ~ r I / / / _ 'T 43 ~L-EANDER PARI(~~ _ - r / , I / /
REQUIRED BY SPECS. ~ ~ I H dt 4 ~d69;1~~ ' ~ r~'r J r~ J / r
/ ' 0 SHA L ~ \ ; ~ x • , f N 4912.6732 ' ' r / ' PN: 1702.18.061` ~ ~ ~ J / / / - ~„~„I, ~ +i : A 11 J E 4940.8592 rr ~ rr r,rJ~r
7. ALL STRUCTURES/UTILITIES DESIGNATED FOR MODIFICATI N L / , BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION. / ' ` \ \ f ~ . / / N CARP
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/`L 8. STRIP TOPSOIL, CLEAR AND GRUB AS REQUIRED WITHIN / Q' ~ ~ ~ ~ ~ 8 5 I, :I , , / Q t
CONSTRUCTION LIMITS. STOCKPILE TOPSOIL WITHIN CONSTRUCTION / ~ r r -
LIMITS FOR REDISTRIBUTION AFTER FINAL GRADING OPERATIONS ARE / f ` ~r~ I l ~ f :,1; P c~ I ~ 1 , r ,
COMPLETED. / ~ ' ~ ` L ~ 1 ~ , ~M . ~ NJEST`QROPERIIES I v o, , ! / ,FN cF, l ~I' ~ f '9;:~P ~cr` j.j_44 OLEANDER PARK I m r ,r r ~'1T~ .,hGIM gip. 5
/ i ROTECTED / ~ ~ 9. PRIOR TO ANY EXCAVATION NEAR THE TREE(S) TO BE P ~ / N/F' li / I Si \ ~ ~ P ~ do 4 BM97-1678 ~ ~ - / rr / M. ~P~p~ /
THE CONTRACTOR IS TO SAW-CUT THE ROOTS OF EXISTING TREES H~IRRID~GTON, PORTIA L \ I ~_~e~l 4..<<.y: er: ~rF,P ' `1702.186@2 ~ I Z / , ~rriri~iii~~' Qy ~I _ A QUEST ROQERiIES II il~• I i /
GA ON TRENCHER AT A MINIMUM DEPTH OF 18". .LOT 4i OLE,ANDER PAS ~ i WITH AN IRRI Tl PH ~ & 4 IBM 97-1678 , A > ~ ~ L~ 45 OLEANDER-PARK' I A i , • ` ~ EX SSMH#3 ` \ ' r / /
~ SIN: 17p2.18.9691 i ~i \ PH 3 do 4 BM97-1678; /i8;,FES , I ~ f ' PIfJ' 1702.18.5 I d~ ~ / I I ~ : ~ A i 2 48 P~ ~ 271.48 7
OWNER TO ACQUIRE TEMPORARY CONSTRUCTION EASEMENTS PRIOR TO ~ ~ ~ , ~ 10. i , I I ~ r •V~ . ~ 1 /
CONSTRUCTION. ~ , PRELIMINARY
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S ED WITH ~ 1 > > % ~ EITHER SIDE OF THE DAM EMBANKMENT, OR ON TOP AND E r i i ' ~ GRASS. ~ /F ~ f ' ! A -;Y~~ `Tr~~`~. ~ ~ 1~~ I v ~ ~ IDROP INLET
B ANDER N HOM~S INC' ~ ~ A A, ,,I;~ <<z f ~ ~ , - ~ INV Lid-272.26 DO NOT USE FOR , ~
\ L T 40 OLEANO~R P ~ ~ t` 12. WATER, SEWER AND DRIVE ACCESS FOR THE WHISTLE COURT b ( q~ ~ ; • r; ~ s~ L ~a~.::•., ' ~ ~ ~ ~ ~ ° 1N IN-•272.26 I J.: c,`~ 0 r``;~r` 3" `ly ~ ~ tis~ OUT=,27206 CONSTRUCTION
10+ ~ PH 3 & 4 8M. 97-1878 ~ ~ ~ ~ f RESIDENTS SHALL NOT BE INTERRUPTED. SEE SHEETS C4.1 AND C4.2 00 ~ pl : i 218 57$ ~ ~ ; N ~ 8, ~ ~
FOR UTILITY PHASINGS. ~ ~ ~ ~ ~ „ , , , ~ ~ J f, ,•.r~..~.rp #1 , A ~n ` ice, , \~i: ~ \
'
ACTOR SHALL BE RESPONSIBLE FOR SETTING AND MAINTAINING ~s ~ ~ ~ ~ ;.1 A BENCHMARK THAT WILL NOT BE DISTURBED BY CONSTRUCTION. \ ___,-fix ssMf~ s ' ' ~ ~ ,
, , ~ \ ~ / Fq,9'2'. CU INLET y=-- •~-1-:z /i ` / NSF ~'A\~ 9c' T =2 7
14, ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH CITY OF f w~,, ~ Ex ,;~1_ ~ ` / \ ~ RAYNOR, LO 1 ~~ZT 80.0 i.~~' ~ ~ dV IN-= 7 1
L IGH STANDARD SPECIFICATIONS AND DETAILS. \ ~ N °0 ' ~~-s~N#4' ~ ~ ~C RAE \ ,are ~ ~ ~ F ~ B i i cols ,RqC ~ - ti ~ k 1 ~ ~ ~ ~ 0~ xhi ' ~ ~ i iC ~ y \ C B; N51 E T T 46 OLEANDER P R ~ 2 5.2 ~ I '%'1 'i ~ ` 3 & 4 BM97-1678 INV OUT-274.86 xhl • ~ i, • i \ ~ ` TO 279.63 ` 7 ~ _I\
11~ • ' ~ ' CURB INLE \ ~ INV I =275.8 IN: 1702.18.2 3 i.,
' a ; TOP=279.63 ~ NV 0 T=2 3 ~ ~ i 2 = ~ ~ ~ CURB INLET
G~`;•~.. ~ i~ 2 ; '(N( IN 275.83 \ ~ L / I ~ I ~ P ~ ~ o ~ ~ ~ ~ TOP=279.63 ~ ~ ~ INV 0 T=275.83 \ / i
~ ` ~ ~ o ~ ~ ~ i'' ' ~ ~ ~5- a' A ~ ~P~ - ~ 1 ~ ' \ INV IN=275.83 19f m •~i ti '`r : ~ \ ~ f \ I ~ INV OUT= / ~
ASPH S W CONC PADS AND OR C&G TO BE REMOVED. ~ ~ 3~ I ~1 ~'~m'~', . ~ / ~ / p, / ~ ~ o ,r ~ ~ P SAW CUT EX PVMT, C&G, S/W, ETC. TO PROVIDE ~ , ~ ~ , , ,
STRAIGHT AND UNIFORM LINE FOR REMOVAL. EX PVMT, ~ ~v ~ ~ , ~ x t~ ~ i r I ail ' N~ v ~ s BQ-- EX SMH#8 ~y I 1 ~ 2~ ` ~ /y\ V1 W t~ 7 w i A ERSON HOMES C ~ ~n ~i
&G S W ETC. NOT INDICATED FOR REMOVAL, WHICH IS ~ h \ ~N sae 3 ~ ~ AM GED DURING DEMOLITION CONSTR SHALL BE r ~ ~ ~ , ; ~ , ~ PI1{. so" RCP a~; ~ ~ ~T 38 OLEANDER P RK w' / / F"1 "~27~.17 Y OTHERS 7~w ~ ~ ~ ` ~ ~ ~ i /
I I i ( ) ~ ~ ?H do 4 BM 97-16 8 \ , \ Q W INU. 36 RCP : a W PI 1702.18.143x1 r ~ ~ ~ - ~ ,55'
REPAIRED OR REPLACED TO MATCH ORIGINAL CONDITION. ~ ; G ~ ~ ~R~ ~ / \ ~ g7g.Z~ p , ~ ~ v 879.25 BY OTHERS) ; ~ r ~ ~ W v
~ ~ ~ ` ~ \ ~ ' F ~ ~ ~NDER N v vv v ~ N F ~ W ~ ~ YINDER NIHO E G- w
„ ~ ~ c ~ ~s o E ~g L ~9 0 EANDE~ PART( ~ , ~ VT ~ N~ CURB INLET H ~ ~ ~
INDIVIDUAL TREES/SHRUBS TO REMAIN AND BE PROTECTED. 6 iNV tae s ~ ~y SOP be 4 ~ ~ ' N/r ! ~ SOP bt 4 BM 97-167th, ~ ~ J P TOP=279.51 ~ ' '1,102.18:0469 10 ~ ' ~ y" LPN OUT=276.33
` B~OwIJ, M B N 467`3.1904 ' ~ p I ~ 'I,1( - 0 ~ A~ _z H w
` ~ ~ PIN: 1702.08.8369 E 4 16.0197 i ~ ` ~ \ SOIL BORING _ ~ ~ ~ ~ ~ ~ \ , _ - : ~ , L ~ ,h \ \ ~ - , ,
v ~ I
~ ~ ~ B ~ E 5 I
CULVERT DIAMETER INV IN IPJV OUT ~ ~ ~ ' ~ ~ ` 290 ~ / H , ~ \ ~ \ ~ ~ ~ ~ - ~ . l
NOTES KEYED TO PLAN 1 36° 84.46 283.22 ~ ~ r ~ ~ , ,Fl/ , J / ~ ~T" 2 36" 284.42 __282.99 ~ / ~ ~ ~ ~ ~ ~ ~ ~ \ 1
A STRUCTURES UTILITIES TO BE REMOVED. 3 3 ' 284.41 2az.9a \ e~ 2 ~ ~ \ ~ ~
' ~ x' I p
ERGROUND. i ~ ~ ~ P `~I B RELOCATE EXISITNG OVERHEAD POWER LINES UND ~ ~ ~ o , ~ ~ P v~~~~ ` ~ i 1
CONTRACTOR TO COORDINATE WITH CP&L. ~ ~ \ ~ ` \ , ~-y
~ ~ ~ ~ BORE B ~ ~ ~ ~ ~ _Z~g ~ ~ A~
C STRUCTURES/UTILITIES TO REMAIN AND BE PROTECTED. ~ ~ ~ 291.66 ~ \ ~ ,
( ~ 4628: 175 ~ ~ ` ~ / / _ ~ ~ ~ ~ , \ ~ ~ ll~ • ' ~
D STRUCTURES/UTILITIES TO BE MODIFIED. ~ ~ , , ~ E 4705.490 ~ ~ ~ ~ "T' I EX SMH 9
~ E ~ ~ ~ W ~ ~
/ E CLEAR AND GRUB AREA WITHIN CONSTRUCTION LIMITS. ~ \ ~ \ \ O~ \ ~n N ~ ~ ~ \ \
I 1 1 ~ ` ~ \ ~ ` I x QUEST PROPERTIES \ \ , PIN: 1702.18.1375 ISSUE SEQUENCE
F EXISTING TREES TO BE PROTECTED. ~ ~ 1 1 ~ ~ a \ \ 1 ~ •r v
CAROLINA PINES LAKE I 1 1 ` ~ ~ \ ~ , \ I~ ~ TOP: 280.77 0. DATE DESCRIPTION
G NEW TREE PROTECTION FENCING, SEE DETAIL SHEET C7.1. ~ ~ ` (WSEL (284.50) ~ \ , ~ ~ INV IN: 276.6 04 14 00 SD SUBMITTAL I I `'v vv IIA~ : 8+ ~ L INV OUL• 27 .42
1 I 1 CITY OF RALEIGH n ~ I I \ , _ ~ ~ 08 24 0 ISSUE FOR OWiJER REVIEW
H GAS LINE TO BE REMOVED AND REPLACED. COORDINATE WITH PUBLIC PIN: 1702.08.9150 ~.L 1 I I v` ~ ~ I ~ ~ ~ 3 20 06 REIISER PER pTr ff RNflpl Ca1Bil5
SERVICE NATURAL GAS. ~j, l .p 1 1 I 1 I \ \ ~ ~ , \ ~ O6 15 O6 pfNSED PER t]iY ~ RNEIgI l>alfll5
I EXISTING WATER LINE TO BE REMOVED AND REPLACED. SEE SHEETS G~ B I RE 2~ 3 ~ RE 2 \ ~ 1r \
C4.1 AND C4.2 FOR MORE INFO. ~ 90• ~ O~
2 ~ 1 I J REMOVE EXISTING GUARDRAIL. ~r I ~ ` ~ k 1` ' ANDERSON OMES INC
1 ' \ so ' ~ ~ ` PIN: 170 18.2209
K 2 746 SF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND ~ - - \1 ~ \ \ \ - - ~ t ~ ~ \ r\ /
REPLACED. ~ I I ~ ~ ~ \ ! ~ ) t \ r \
/ J ~ ` ~~\r' \
/ L 1,423 SF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND ~ \
REPLACED. ~ \ \ \ ~ \ / \ 1 I ` 1 \ ` ~ \ 7rbl ` ~ \
/ , ~ ~ ` : ` : EX SSMH#10 EXI TING ~ , x . , v~--~ /
M 339 SF CONCRETE DRIVE TO BE REMOVED AND REPLACED. 1 y ~ ~ , o , ~ ~ ~ ~ ; NDITIONS CO
N 295 SF CONCRETE DRIVE TO BE REMOVED AND REPLACED. ~ - /
~ ~ LAN DEMOLITI N P ~ / ~
O 74 LF OF 30 CURB AND GUTTER TO BE REMOVED AND REPLACED ,1 BORE 3 ~ ~ R ` ` ' v~ 28 .5 yo a, P~
AND FOUR DRIVE APRONS TO BE REMOVED AND REPLACED. I ~ ~ l v ~ - ~ E
P 20 SF EXISTING ASPHALT PAVEMENT TO BE REMOVED AND REPLACED. ~ / s - ` r ''`x11 OR
GRAPHIC SCALE . l E ~ . ~
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I
( IN FEET ) V SSMH#11 /RIM: 289.79 PROJECT NO.: SME001.000
1 inch = 30 M I INV IN: 277.84 DESIGNED BY: EWS
~ I 1 c I INV OUT' 277.45 CHECKED BY: AMM DATE: 12/06/99

l ~ / l l ~ /~i l , l
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NO ES KEYED TO PL N l, r r,/ r r , ~ l r r CS , , ~ r r r , ~ r , / ~ r , lr r r,/ ~ r , , ~ r ,
GENERAL NOTES A NEW 5' x 10' REINFORCED PRE CAST CONCRETE BOX CULVERT.
ASTM RATING: C850) i. CONTRACTOR SHALL BE FINANC r i ~ r r r, l ~ r ~ / V / ' ' ! r~ l r r r, ! r, r r V L BE FINANCIALLY RESPONSIBLE FOR DISPOSAL OF ~ r , , ~ ! , , , , / ~ / , , ~
B NEW 60" RCP CULVERT. ALL WASTE MATERIALS OFF SITI ' r l r r r r ul r ~ / ~ / r r r ALS OFF SITE. THIS RESPONSIBILITY SHALL r r , , , ~ l , , ~ / , , ~ ~ ,
INCLUDE ALL REQUIRED APPRO~ , , , w ~ IRED APPROVALS AND CONDITIONS DICTATED BY . , r ~ l r r.,/ / r r r r r
LOCAL OR STATE EROSION CON :ROSION CONTROL AUTHORITIES. ~ r , / ~ ; ; ~ / ; ~ / ; (
C NEW 5'x8' PRE CAST CONCRETE JUNCTION ~ ~ ~ / r r r ~ r r;r ~ ~ r r , r r, l r r r U1 b DRAIN PIPEa SHALL BE PROTECTED WITH STONE , , l , r . , / r ~ / , ' ~ ASSOCIATES, INC.
BOX WITH MANHOLE ACCESS. 2. ALL OPEN STORM DRAIN PIPES I AFTER STOPPAGE OF WORK EACH DAY. ' ~ ~ l ; ; ; ' ~ ~ / r ' ~ ~
D CONVERT EXISTING DROP INLET TO JUNCTION BOX WITH MH. FILTER PROTECTION AFTER STOP ' r r l y r r / r r , V'~ 1 i r,, ~ , 1, r r~
SEE DETAIL SHEET C7.4. ALL SPOT ELEVATIONS INDICATE ~ r,, l r r r r r r ~ r' ' 1 ED A AND GUTTER ARE TOP OF , r ! 1 DNS INDICAT ~ r r 1, r r' r r \ r r '
E NEW TOE DRAIN. SEE DETAIL SHEET C7.5. CURB UNLESS OTHERWISE NOTE i r r l r r r Y SE NOTED. ~ ~ r r ! ~ \ ~ ERWI r l r r r , , r r 6'
r ~ r l \ r 3 7 ~ r, d ~
„ 4. PROVIDE SEEDING AND 4" TOPS F NEW 16 LF 15 RCP. CONSTRUCTION LIMITS, UNLESS AND 4 TOPSOIL OVER ALL AREAS OF SITE WITHIN ~ ~ , / ; ; ~ / , . \ , , ' I
ITS, UNLESS OTHERWISE N ~ , , , , / ~ ~ r / % % ~ / ' ~ 1 ~ ~ 407 Gorman St.
G NEW DROP INLET. SEE DETAIL SHEET C7.4. Suite 101
i / / / / / / ~ / ~ ' f ' ~ ' ' ' ' ~ ~ ~ ~ ~ Ralei h North Carolina 27607
H NEW 12 LF 15" RCP. /rrr r / . g~ / r r r/ r, , , ~ r
, i r r, / r r / , 1 r ~ / ~ / . ~ t 919-833-7336
/ ~ r , / ~ ~ , Fax:[phone]
Total Inlet Pie Segmt Upper Lower P / . ~ ~ / ~ ,f ~ www.bbmassociates.com ~ ~ ~ ,
Turf Pave Time Time Tc I C AC Cc Q Slope n D.theo Size V.full L Time Invert Invert Rim Cover Plpe Area Area in f s ft min ft ft ft ft 0 ~
from to Inlets acres acres 7 ~ min min min in hr cfs ft ft in / i i / ~ J
^ 0.44 0.27 3.2 0.0100 0.012 11.1 15 5.7 12.0 0.0 276.80 276.68 280.20 2.04 / 1 Ex DI 1 1.65 1.65 90 10 5.0 0.0 5.0 7.22 0.~7 / ' I f i , i I d Z i' i r / l
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i ~ i ~ ~ I i ' ~ r c \ , ~r r ' > PLANS i ~ ,
i ~ ~ ~ ~ l , ~ +~i i ~ ~ \i I I jDROP INLET
i ~ I ,i l 1 / / 1 / ~ I ' r> ' ~ ~ ~ ~ /T~ - ~ ~,~'h ~ vv ~ V ~OP-275.86
' ~ ~ ' II ~ j I ~ \INV IN=272.26 DO NOT USE FOR ~ j I A i ~ ~ A~ 1'V IN=272.26
i' / \ I ~ I ~ 1 ~ ~ I I \ I ; ' ~ ~ OUT=272.06 CONSTRUCTION _ I ~
~ ~ 1 1 V A I ~ \ \ I \
~ ~ ~ 11 I 1 A 1
I ~ \ ~ ~I ll I I ~ I I i ~ ~ ~ I 11 I / I I I I / ~GQ! / /
I ~ I ~ 1 1 i I ~ l ~ I~ I 1 i I 1 ~ 1 I 1 ~h ~ ~ / S: / \ ~ ~~6aps / / , ~ CU INLET
I / ~ \ / ~ J ~ ~ ' / \ ~ V IN=275.12
~vQ' 0 , ~ ~ \ C B INLET \ INV OUT=274.86 ~1' r ~ 'y A 7 .63 v _h J I \ TO 2 9 ~ i W
~ I G ~ U p~r _ ~ I ~ , ~ ~ ~ s CURB INLE \ /~GP INV I -275.8 / r'+
I TOP=279.63 V / ~ NV 01 T=2 ~'~3 / / A' ~ .'(rN( IN=275.83 \ ~h ~ CURB INLET / ~ l
~ ~ , 1 f~ I ~ ~ 1 i ~ h 1 ~ ' ~ I _ ~ TOP=279.63 ~ F~ ~ 6 ~ INV 0 T=275.83 \ / \ ~ ~ ~ ~ ~ INV IN=275.83
I i ~ , y INV OUT-
~ r ~ I ? r ~ ~ I 3,1 ~ ~ I ,?'I I y~' I ~ ~ r ~ i ~ ~ / u 1 N I I r I 1 r 9 8Q__. F"'~
K/ i ~yy ~ ~ 0 I C I I ~ i ~ I I I I I 9~ I C I ~ H
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' ~ ' 88.7 ~ I ~ ~ I ~ \ ` ` ~ I Q ~ ~ ~ ~ \ \ I I \ \ ~ L__ , ~ ~
v r ~ ~ CURB INLET H VA v ' v - \ \ , ~ ~ P~ TOP-279.51
i' ~ 6 I ~ ,1 ~i~ ~ - d' 1292.40 ~ i V ' ~ ~ B ~1~\- INV OUT=276.33 \ , N~ a
~ 288.5 ~ ~ ~ \ \ - I ~ PR ` ~ 5 ,
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~ ~ A ~ N ~ ~ \ ~ ~ 9L ~ ~ N~ ~ ~
/ ~ \ ~ \ 1 ~
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~ ~ ® ' \ ~ ISSUE SEQUENCE , \ R
~ ` \ { \ , N0. DATE DESCRIPTION
CAROLINA PINES LAKE 1 ~ V I TOP: 280.77 ~ INV IN: 276.6 A 04 14 00 SD SUBMITTAL
L (284.50 WSE ) ~ 1 1 ~ , za .o INV ouT: 27 .a2 08 24 0 ISSUE FOR OWNER REVIEW 1 1 ~ ~ \ _ < RI
~o \ \ 3 20 06 RE11~D PER plY ff RNfll11 Oalfllls
~ ~ \ \ ` \ \ -Z8 06 15 O6 REND PER ql1 ff RNEIQI Cp1ER1S
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I SME001.000
( IN FEET ) 1 1 / PROJECT NO.:
1 inch = 30 M -DESIGNED BY: EWS 1 ' ~25 / I CHECKED BY: AMM
~ I I 1 I DATE: 12/06/99 1 I

~ / ! 1 1 ' /li , , ~ , ~ I 1 I l I I I I , i / 1 I ~ S / / / / ! / / / ~ / , 1 V
, r , r , ' ' ~ ~i`
CONSTRUCTION SE UENCE FOR , r , r , , , , , ' ' ' r r / , r , , , , , ~ / / r ,
~ r , , , l ~ , , / / r r
EROSIO CONTROL DEVIC S AND MEASURES 0 S KE EC GENERAL NOTES S KE ED 0 L r, / ~ / / ,
r 1, r r ' l r , / , , I 'W ~ )RARY MESH & GRAVEL INLET PROTEC110N. , , , ~ ~ , r . , , / , , , ~ ~
T PEGGY BLEDSOE ESPONSIBLE FOR DISPOSAL OF ALL A TEMPORARY MESH 1. INSTALL TREE PROTECTION FENCE. CONTAC 1. CONTRACTOR SHALL BE FINANCIALLY R SHEET )ETAIL SHEET C7.1. ' ' ~ ~ ~ / ~ ~ / r ~ ' ~ ~ , ~ , l , ! l , / , I ! , , ~
- E AN INSPECTION. AERIALS OFF SITE. THIS RESPONSIBILITY SHALL INCLUDE ALL SEE DETAIL AT 890 3748 TO SCHEDUL WASTE M T REQUIRED APPROVALS AND CONDITIONS DICTATED BY THE JURISDICTIONAL B TEMPORARY CHANT ,,'<</, r r, , I~, ~ ~ ~ I
2. SCHEDULE AND CONDUCT A PRECONSTRUC110N CONFERENCE EROSION CONTROL AUTHORITIES. )RARY CHANNEL LINING, SEE DETAIL SHEET C7.4. ~ , J ~ ~ , l ' ' , ' ~ ~ Cj / ~ ~ ' ~ / / ' , ~ ASSOCIATES INC. , r
WITH THE EROSION CONTROL INSPECTOR AND THE STORMWATER 2. ALL OPEN STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER ~ ' l ~ ~ r' l ' ' ~ ' i I EST. 1999
SERVICES STAFF. OBTAIN ALAND-DISTURBING PERMIT. PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL SHEET C7.1. C STABILIZE SITE AS / r , , r L ZE SITE AS AREAS ARE BROUGHT UP TO ~ , , ~ ~ , , I i r , , l , , r r , , / , I ~
„ FINISH GRADE WIT( I 1 GRADE WITH VEGETATION. SEE SEEDING ~ , , / , , , ~ , , \ r ~ r ~ , / „ r \
CONSTRUCTION ENTRANCE TEMPORARY 3• PROVIDE SEEDING AND 4 TOPSOIL OVER ALL AREAS OF SITE WITHIN SCHEDULE ON DEl 3. INSTALL GRAVEL )ULE ON DETAIL SHEET C7.1. ~ , / , , ~ ~ ~ ~ , l \ r 7 ~
(VERSIONS SILT FENCE SEDIMENT BASIN OR OTHER CONSTRUCTION LIMITS, UNLESS OTHERWISE NOTED. D , ' ~ ~ r d ~ '
MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR 4. DISTURBED AREA = 1.2 ACRES. ONLY AS NECESSARY TO INSTALL THESE DEVICES. SEED 5. NO LAND DISTURBING ACTIVITY SHALL OCCUR WITHOUT EROSION AND / r / / , , , , ~ ~ r , ~ 1
TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY SEDIMENT CONTROL PLAN APPROVAL AND WITHOUT GRADING PERMIT ISSUED / , , , , / , ~ , , 407 Gorman St.
AFTER INSTALLATION OF THESE MEASURES. 8Y NCDENR LAND QUALITY SECTION. THE TELEPHONE NUMBER IS i /,'i i ' li ' f ' ~ r ~ , , , r ~ Suite 101
919-571-4700. / , , / , / ~ , . Raleigh, North Carolina 27607
4. CALL FOR ON-SITE INSPECTION BY THE EROSION CONTROL ~ , ! / , , , , / , , , r ,
INSPECTOR TO OBTAIN A CERTIFICATE OF COMPLIANCE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY AND PERMANENT EROSION CONTROL MEASURES DURING ,r ~ ~ / . l i 919-833-7336 , / °f ~ 4/ ~ I l
5. BEGIN CLEARING AND GRUBBING. MAINTAIN CONSTRUCTION. ~ , / / r~ , Fax:[phone]
DEVICES AS NEEDED. ROUGH GRADE SITE. 7. IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE 113A-57(2) ~ ~ r / r , , ~ , I ' 6 / ~ / , ~ www.bbmassoc~ates.com
SLOPES LEFT EXPOSED ARE REQUIRED WITHIN 15 WORKING DAYS OR 30 ~ / ~ ~ l ~ 0
6. INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, WHICHEVER / _ I Q~ / / ~ ti , / / / / I
AND GRAVEL INLET CONTROLS, SEDIMENT TRAPS OR PERIOD IS SHORTER TO BE PLANTED OR OTHERWISE PROVIDED WITH / MESH /
OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN ' / ~ I I r ~ , ,
SITE ETC. SO IN ACCORDANCE WITH THE NORTH CAROLINA BEGIN CONSTRUCTION OF EROSION. AL / I ,i . ,l i / / I \ v ~ , / I i i
ADMINISTRATIVE CODE, TITLE 15A, SUBCHAPTER 46, SECTION .0107(8) / ~
IN ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE AGROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST ~ / ~ - 7. PROVISIONS FOR
113A-57(2) SLOPES LEFT EXPOSED ARE REQUIRED WITHIN 15 BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS ~ WORKING DAYS OR 30 CALENDAR DAYS OF COMPLETION OF ANY FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER / ~ , / I \ ~ ~ ~ / / rl ~ 1,~N1rrlNl/f!
/ ' CHEVER PERIOD IS SHORTER TO BE ALSO TEMPORARY EROSION AND SEDIMENT CONTROL ' PHASE OF GRADING, WHI ~ PERIOD IS SHORTER. / I ~ ~ / / / 1~~ \ . ~ ~CARp~ ,
PLANTED OR OTHERWISE PROVIDED WITH GROUND COVER, MEASURES SHO LD NOT BE REMOVED UNTIL APPROVED BY THE DESIGN ~ 0 I o !
STRAIN EROSION. ~ ~ ' DEVICES, OR STRUCTURES SUFFICIENT TO RE ENGINEER OR E CONTRACT ADMINISTRATOR/STORMWATER SERVICES `ti \ + ~ _ - - I , , ~ ~ ~ ~ 1 r III ~ , r / Q 1
ORDANCE WITH THE NORTH CAROLINA / ALSO, iN ACC STAFF/CITY OF RALEIGH SEDIMENT AND EROSION CONTROL INSPECTOR. ~ / ~ I I ~ , I I I , ~
ADMINISTRATIVE CODE, TITLE 15A, SUBCHAPTER 48, SECTION
.0107 B PROVISIONS FOR A GROUND COVER SUFFICIENT TO 8. THE CONTRA TOR SHALL BE RESPONSIBLE FOR THE OFF-SITE DISPOSAL / ~ AREAS. / ~ ` RESTRAIN EROSION MUST BE ACCOMPLISHED WITHIN 15 WORKING
c DAYS OR 90 CALENDAR DAYS FOLLOWING COMPLETION OF g, REFER TO SHEET C4.1 AND C4.2 FOR GENERAL CONSTRUCTION / ~ , N P~
CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SEQUENC / / , 6
ORTER. ALSO TEMPORARY EROSION AND SEDIMENT CONTROL / i SH 10. SEE SHE C7.1 FOR SEEDING SCHEDULE. / , ~ , 11 '----rte r 1 ' ~ I ~ I , l I ~ r ~ ~ ~ . ,,18 ,6ES ,
MEASURES SHOULD NOT BE REMOVED UNTIL APPROVED B e THE ~ ~ , I I I / i r ~ I II b=271.48/ /
DESIGN ENGINEER OR THE CONTRACT , I I ~ I 11 I I ~ r f , I l I I ' ~ r I ~ I I / ~ ~ ~ n ,
ADMINISTRATOR/STORMWATER SERVICES STAFF/CITY OF RALEIGH ' ~ SEDIMENT AND EROSION CONTROL INSPECTOR. ' ~ ~ / _ i , , I ~ ? ~ ~ PRELIMINARY r
1 i ~ i 1 ~ r r ~ I~ 1,~~ I I I
COMPLETE AND ALL AREAS ARE ~ ~ ~ ' 8. WHEN CONSTRUCTION IS ~ ~ , , _ rl ' ~ ~ > PLANS ~ J ~ ` / 11 (DROP INLET
PECTION BY THE ' ' ~ ~ / , ~ , 1 STABILIZED COMPLETELY, CALL FOR AN INS \ ~ 0 CONTROL INSPECTOR. ~ / ° r o ~ / ~OP=275.86
EROS( N ~ . ~ ' INV IN=272.26 DO NOT USE FOR
REMOVE TEMPORARY DIVERSIONS, SILT \ ~ / ~I' 9. IF SITE IS APPROVED, ~ I I~ , , ~ ~ I ~ I ~ / !'V IN=272.26 I / OUT=272.06 CONSTRUCTION
FENCE, SEDIMENT BASINS, ETC., AND SEED OR STABILIZE ANY / ~ ~ ~ ~ ' ) ~ / ~ I ~ ,
MAINING PERMANENT ~ ~ ~ ~ RESULTING BARE AREAS. ALL RE i~ i~ ~ ~ N I 1 ~ 1 1 / ,
EROSION CONTROL DEVICES, SUCH AS VELOCITY DISSIPATORS, I ~ , I ~ I u ~ i I ~ ~ I ~ I ' 1' / i I ~
SHOULD NOW BE INSTALL I I ~ 1 ~ id;, I I ~ ~ I I / ~ s:~\
WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FORA i z ~ \ / ~ ~ CU INLET r / \ ` T =280.07
FINAL SITE INSPECTION BY THE EROSION CONTROL ~ S r\ 4, S ~ / \ / lV IN=275.12
INSPECTOR. OBTAIN A CERTIFICATE OF C ~ , ~ ~ ~ Q' 0 r ~ \ C B INLET INV I~UT=274.86 , ~ v ~ r~
J ~ \ TO 279.63 r I~"y I , y~ CURB INLE \ / SOP INV I =275.8 /
RBED ACREAGE = 1.2 ACRES ° ~ ' G ~ s' ~ 11. TOTAL DISTU I I r ~ TOP=279.63 \ h NV 0 T=2 ~'~3 URB INLET / ~ l
i/ y UQ( ~ ~ 1 ~~19 I/r A -,'(PN( IN=275.83 \ , L~ C = / ~ I ~ TOP 279.63 h~ ~ ~ ~ INV 0 T=275.83 \ / V ~
,'~p__~ 1 1' ~ h Y ' ~ \ INV IN=275.83 r G ~ r \ ~ I 1 INV OUT= 3 / /
I ~ \ y I / T~
~ ~ ~ I ~ I I i I I r ~ I ~ ~ /
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~ I i ~ ~ ~ 96 I ~ ~ ~ ~ , ~ ~ ~ ~ P TOP=279.51 ~ ~11- INV OUT=276.33
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~ ~ ~ ~ ~ ` \ ~ N0. DATE DESCRIP110N ~ ~ ` I ~ ToP: 2eo.77 \
CAROLINA PINES LAKE 1 ~ \ INV IN: 276.6 04 14 00 SD SUBMITTAL ~ ~ \ I~~ ~ ~ INV OUT; 27 .42
L (284.50 WSE ) I I ~ ~ 1 I I ~ I , 08 24 0 ISSUE FOR OWNER REVIEW \ I
~'o , \ 3 20 06 ~ PER p11 ~ RNfIAI CpIRR1S
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c IN FEET } .000 PROJECT NO.: SME001
1 inch = 30 M / / DESIGNED BY: EWSS I , CHECKED BY. AMM
l DATE: 12/06/99

~ ~ s • g U _ ~ k
NOTES KEYED TO PLAN EXISTING SANITARY SEWER TABLE NEW SANITARY SEWER LINE TABLE i
LINE LENGTH BEARING ~ RIM IIJV IN INV IPJ INV I V T EX SSMHy _ _ _ - IN N oU SS-1 50.57 S2T05' ~ ~
A INSTALL SHEET PILING FROM BED-ROCK TO ELEV. 288.00 AS SHOWN POND DESIGN DATA 08 E ~ 1 270.76 261.48 261.56 5S-3 95.08 . _ ~ 0
_ - S4311 31~W • •EX SSMHy1 I'~, SS-4 49.51 ~ 2 273.81 264.31 263.11 S343859 W ,r
B NEW 5'x8' PRE CAST CONCRETE JUNCTION BOX. DRAINAGE AREA: 60.19 ACRES ~ W [Jl
NSTALL t 52 LF OF NEW 60" RCP. SEE PROFILE SHEET C4.3. IMPERVIOUS AREA: 46.23 ACRES (76.81 3 279.34 266.94 268.09 267.04 265.29 ' 5
C I 4 292.40 280.78 279.39 - iII
X. 60" RCP AND REPAIR ANY PERMANENT POOL SURFACE AREA D CONTRACTOR SHALL INSPECT INSIDE OF E RE UIRED: 2.29 ACRES 5 294.58 287.38 281.88 ASS~CIAT~S, INC.
TC. WITH APPROVED NON-SHRINK GROUT. ALL JOINTS Q CRACKS, SPALLING, E PROVIDED: 2.41 ACRES ' EST. 1999 6 279.94 267.94 271.09 4" 267.94
IN EX. 60" RCP TO BE FILLED WITH NON-SHRINK GROUT AND WRAPPED ~ - - - ti 7 281.44 268.72 268.76 268.69 ~ n
WITH GEOSYNTHEIIC FILTER FABRIC ON OUTSIDE. SEE DETAILS SHEET C7.4. STORAGE FOR 1" RUNOFF ~ ~ ~
8 279.56 273.01 273.61(4") 273.01 F,~ ~ F. ~ s 7 ~ P~~~ d ~
NEW SANITARY SEWER MANHOLE. SEE DETAIL SHEET C7.3 REQUIRED: 161,893 CF E PROVIDED: 173,036 CF 9 287.12 269.42 277.97(4") 269.32 ~ S - - ~F ~P
10 284.03 273.68 273.23 c,' ~ •
F NEW 8" DIP SANITARY SEWER. SEE PROFILE SHEET C4.3. TOTAL VOLUME OF POND ~ 407 Gorman St. 11 289.79 277.84 277.45 ~ E',' S~
(TO EMBANKMENT ELEV): 291,105 CF G TEMPORARY RIP-RAP BYPASS CHANNEL. SEE DETAIL SHEET C7.4. FOREBAY VOLUME: 62,878 CF OR 21.6 OF POND ~o , ~ ~ Suite 101
P~ Ralei h North Carolina 27607 g '
H CORE DRILL AND BOOT EXISTING MANHOLE TO MATCH NEW INVERT IN. 10 YEAR STORM Qin : 290 CFS ~ r~P • Q~ ~ 919-833-7336
( ) moo.
10 YEAR STORM (Qout): 93 CFS ' Fax:[phone] I '
I NEW "DOGHOUSE" MANHOLE. SEE DETAIL SHEET C7.3. 100 YEAR STORM Qin): 405 CFS www.bbmassociates.com
100 YEAR STORM Qout): 98 CFS
J NEW 8" PVC SANITARY SEWER. SEE PROFILE SHEET C4.3.
K CONTRACTOR TO PUMP WASTEWATER FROM EX SSMH#6 TO EX STA: 13+34.04 y
SSMH#1 DURING CONSTRUCTION. INSTALL NEW RUBBER BOOT AT ' 1 , OFFSET: 23.21 L x
EXISTING MANHOLE. INSTALL NEW 8" DIP SANITARY SEWER LINE EX ' ~y SSMH#2 ~c;
TO NEW MH#2. SEE SHEET C4.2 FOR PROFILES. BYPASS N 4912.6732
PUMPING SHALL BE MAINTAINED AT ALL T1MES DURING THE 0 E 4940.8592 STA: 12+85.09 ~ H
BYPASS. SUBMIT BYPASS PLANS TO AARON BROWER, CITY OF OFFSET: 15.85 L
RALEIGH PUBLIC UTILITIES DEPARTMENT FOR REVIEW. N W SMH#1 1 E ~ N n ,
L NEW 12"x6" TEE.
M NEW FIRE HYDRANT ASSEMBLY WITH THRUST COLLAR. SEE i ~ aF ~ ~ ~ ' Q- ~ 2
DETAIL SHEET C7.3. ~
oo ; y: ~r: ~ no. 5 ' J ,yx A;~• • ~P,~
N NEW 4" GATE VALVE AND MJ PLUG WITH THRUST BLOCK. SEE DETAIL SHEET C7.4. moo: ~ G ~~r
0 NEW 2" BLOWOFF ASSEMBLY. SEE DETAIL SHEET C7.4. dd q
I ~ i ~ I r M
P PLUG EXISTING ABANDONED 8" VCP SANITARY SEWER LINE WITH ' ~ I Q q ~ ~i ~ 1~ ; 18 ; E E S ~ ~ Gj ~ S r ~9 7r•• J1;Q IN\271.48
NON-SHRINK GROUT. ~n r ' ~J1 1 ~ I r / x ~f1:~~ n
Q NEW ~'4" WATER SERVICE WITH NEW CORPORATION VALVE AT MAIN. •o F ~ . PRELIMINARY f+ ~sv
R RELOCATE EXISTING WATER METER. CONNECT NEW ~/4" WATER r , \ r
SERVICE TO EXISTING HOUSEHOLD LINE. \ - ~ N ~ EX PLANS ~ , M / 6 SSfv4H~6 ~ I
Q S NEW 4" PVC SANITARY SEWER SERVICE WITH WYE INSTALLED AT \ Q ~ s ~ ~ DROP INLET / r~ ~ ~ ~v TOP~275.86
MAIN. SEE DETAIL SHEET C7.3. NEWS #2 2 I ,I S ~ y y7 \ ~ / \ ~ r \ INV 11d=272.26 DO NOT USE FOR
\ STA: 11+90 ,r +so ~ ti o o. 1 our,272.os CONSTRUCTION
T NEW GAS LINE. ~o+oo OFFSET: 15.85 k~ 5.85 Jt' / x0 / - ~ ~ ~ tir ~ / ~ ~ ~ / P •
j}{ ~ ~Q r r ~ ~
U TEMPORARY CONSTRUCTION EASEMENT TO BE ACQUIRED BY E ~ ~ ~o~ ~ , CITY OF RALEIGH. so r / ; ~ i .STA: 12+68.0 ~ \ / h \ r / ~ Q ~ I ~ 1 \ O.
i ,fQ~~'r ~ 'OFFSET: 31.76 ~ / Q•.•• i' - ~ / 9 r ,~o~s ~ ~ ~ ~ F ~
EW 12" WET TAP GATE VALVE. V N ~ EX SSMH#5 ~ ~ C7 r ! i~ r i' r ~ ~v / ~ 'pC'\\ Cl f INLET 1, r i ~ ~ A 2a T '=280.07
r " 1~~00 ~ I ~\v CX ~ • r r /i ~ i v ~I ~ F _ v lV IN-275.12
W NEW GAS LINE AND t4 STEEL ENCASEMENT. ~ c N ~ ssMH#a ;.'a ~ ~ r o0 ~ ' q rU ' ~ F 6 ~ x r ~ illy OUT=274.86 Jv r ,~x rr ~ ~i~ i ~ ~P ~ ` TO 279.63 v
~'q5 RqC ~ ~ ~ pJ~ r " CIN 2 I' \ e' ~ 1 W + r G I - 7 r 's~ ; _ ~ CURB INLE v ~GQ IIJV I -2 5.~
X NEW 6 WET GATE VALVE. ' c,,, ~~~,~+5 ' w, X r o r ~ 0+ ` ~ ~ ~ ~ o TOP=279.63 ~ ~ ~ NV Ol T=2 5.83 ` 9 ~ ~ ~a W ~ v CURB INLET ' • / i~z ; IrIV IN=275.83 ~
~ ~ ~ss _ ~ o ~ ~ Y NEW THRUST BLOCK. SEE DETAIL SHEET C7.4. , o , a ~ y . , ~ / ~ ~ ' ° : Irv T= 7 ` \ TOP=279.63 ~ r , ~ ~ J OU 2 5.83 ~ ,
D = 2 ; 's~ ~ INV IN=275.83 / ~ f ~ INV OUT= 3~ / /
" 0 ~7 ~ r ~ ~ G r rr . m : i r ~ W r z Q. f / ~ 9 ~ .vv ~ EX~ H~8
Z NEW 12 DIP WATERLINE. L ~ o ~ , ~ ~y ,y " " ~ J~ ~X ~ ~P,~O, ~ ~ ~ ~ < ~ H rw y~
IP WATERLINE AND 24 STEEL ENCASEMENT. ~ ~ 0~ r ~ B NEW 12 D ~ Y ,o 1` Q- , 1 8 ; ~ ~ , ~ , ?--1
0 v ~ . ~ ~ ~ :W~ rA . J J \ • \ : Q ~ ~ ~ /SSA /j.
r ~ . ~ 4~ ~ _ ~ ~ ~ VJ \ ~~W ~ ~ i
1 • z ~ W o Z \ ~ \ ~
1 ~r r cuRB IN~E1 H N E-+ ~ .
N 4673.1904 ~ o r ~y\ E 4716.0197 ~ ~ ~ ~D ~ P TOP-779.51 ~ ;oQ 55'~ INV OUl=27f 3
\ : N h - r~ 1N F..~ ~ R w N " SP
~ ~ ;7 ~ ~ \ Q , ~ ~ 'L
~ \ g ' ,
U ` ~ ~ \ x~ ~ ` \ ~ 5~ EX ssror>'i 7 o~ \ N
°o ~ 1 ~ ~ o~ ~ , \ ~ F-1
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~ ~ ~ ~ 9 ~v
CONSTRUCTION SEQUENCE w; o ~ ~ o ~ ~ry~ •1 W ~ _ ,
+ ~ ~ ~ , i ~ ~
1. INSTALL EROSION CONTROL DEVICES AS SHOWN ON SHEET C3.1. ° ~ V ti \ , ®-v , ~ ,
RY TO INSTALL THESE DEVICES. ~ CLEAR ONLY AS NECESSA i r ry ~~~'~r -o o k \
N 4626.5175 - J ~ E 4705.4920 2~ ~ ~ ` \ ~r ~ 7, \ ~ o ~ti
2. INSTALL SHEET PILING AS SHOWN ON SHEET C4.1. PUMP WATER v 4 ~ ' ,r th ; ~ • ' ~r
FROM CONFINED AREA TO ALLOW INSTALLATION OF 60" ~iCP. ~ ~A ` ~ ~ , ~ ~ 9L \ EX SSMH#9 ~ \ \
3. INSTALL NEW JUNCTION BOX AND 60" RCP AS SHOWN ON SHEET C4.1. ~ k ~G ~ \ ~
~ ~ ~ v~ \ G \ ~P• ~ ~ ~
4. INSTALL NEW RIP-RAP BYPASS CHANNEL AS SHOWN ON SHEET C4.1. ~ ` \ ~ ~ \ \ ISSUE SEQUENCE
MAINTAIN THROUGHOUT CONSTRUCTION. • ~ ~ \
x \ N0. DATE DESCRIPTION v oo ~ U ToP: 2eo.77
5. PUMP OR SIPHON POND WATER INTO THE NEWLY CONSTRUCTED BY-PASS CAROLINA PINES LAKE • CHANNEL. SLOWLY REMOVE THE SHEET PILING AS THC OUTSIDE WALL WSEL (284.50 ~ , : \ IPJV IN: 276.6 A 04 14 00 SD SUBMITTAL • ~ ~ : INV OUT: 27 .42
BECOMES FULLY EXPOSED TO A NON-AQUATIC ENVIRONMENT. \ 4 0 \ ~ \ : , ~ 08 2 ISSUE FOR OWNER REVIEW \ s,.
. ~ J, ~ ' ; 3 20 06 NE11~D PfR pIY ~ RNDQI OtXlF1115
6. FOLLOWING DRAINING OF THE POND, THE SLOPES AND POND BOTTOM SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER. MAKE ANY • ' O6 15 O6 RE~SFD PfR CfIV ~ RNDfB Oa1FA15 v ~ ~ \
REPAIRS AS DIRECTED. THE CONTRACTOR SHALL FLATTEN THE UPSTRE \ ~
DAM SLOPE TO 2H:1V OR FLATTER, AS SHOWN ON SHEET C3.1, WI1N • ` ~ k \ \
PROPERLY PLACED CL & ML (CLAYS & SILTS) OBTAINED FROM \ O \ ,
CONTRACTORS'S OWN SOURCES. THESE SOILS SHALL BE PLACED AND ~ ~ C ~ ~ ~ ~ J,
COMPACTED TO 95~ OF STANDARD PROCTOR MAXIMUM DRY DENSITY. (ASTM ~ ~ ~ ~ \ ~
D-698) ~ ~ ~ ` • \ \
7. INSTALL NEW RISER, DISTRIBU110N BOX, AND BOX CULVERT ~ ~ \
AS SHOWN ON SHEET C4.2. LEAVE SLUICE GATE IN OPEN POSITION. \ \ \ ' \ : \ \ ~ \ 7~ •
~ ` r' ~ TT~
8. STABILIZE ALL DISTURBED AREAS WIII-I PERMANENT VEGETATION ~ ~ ~ ~ EX SSMH~10 Plll'1 E s ~ x ~ 'l • \ ~ o \
AND OUTLET PROTECTION. SEE TEMPORARY SEEDING SCHEDULE AY SPILLW
ON SHT C7.1. ~ ~ ~ • I: L
~ ~ I:
9. INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER RAINFALL EVENTS. PERFORM NEEDED REPAIRS IMMEDIATELY. \ ~ ~ EP • \ \ ~ ,11 0~~ f,. ~ ~~E
~ \ 1
GRAPHIC SCALE 10. ALL WORK AS PROPOSED SHALL BE INSPECTED BY THE ~ s, \ ,v
OWNER'S ITL, ENGINEER AND APPLICABLE REGULATORY ,o o ,s so w ~~o \ ~ k` \ I/ 120 O \ ,1 1\ Q
•nrunirc~ nn~nn Tn xnnrnTe~inr I I _ I I _ I J ~1 I
nhCI14 1,I , rRIVR IV nw~r Inlv~~.
\W \ EX SSMH11
11. UPON APPROVAL FOR IMPOUNDMENT BY THE NORTH CAROLINA DAM SAFETY PROGRAM, REMOVE ANY REMAINING EROSION AND IN FEET v p \ RIM: 289.79 PROJECT NO.: SME001.000
SEDIMENT CONTROL MEASURES. CLOSE BOTTOM DRAIN VALVE, 1 inch = 30 M c INV IN: 277.84 DESIGNED BY: EWS INV OUT: 277.45 CHECKED BY: AMM
PADLOCK AND PROVIDE KEYS TO OWNER. i DATE: 12/06/99

S
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b ASSOCIAT>~S, INC.
~ M EST. 1999
ti
3 7 ~
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407 Gorman St.
Suite 101
- _ Raleigh, North Carolina 27607
N _ ~ - 919-833-7336
Fax:[phone]
TI'- 1- m`+~ ~ +NN www.bbmassociates.com
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O X w O X ~ W
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I I ~
w X PLANS
o ~ m ~ ~ ~ ~ ~
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F ~ ~ U _~2 - I~LC ~~~NN
Z o W ~ W ' ~T~ Q~ - - - ,A `°~N CONSTRUCTION ~N N • • ~ ~ F-
o 3 2 = / ~ F RE ~ / o ~ - , Arai ~ ~ X ~ _
w w ~ z '-N w~~ZZZ
88 i ~ ~ ~ I ~ ~ 88 plp -
T-- ~ / 0 _ y~/ ~ 3 g 5 0 ~ F- j a1 J m / 2~ ~ ° ° N
- iE _ R _ P, / J N O~ d N f~0 ~ X
N - ~
= FQ- 1p \ 3 EXISTING GRADE ~ •NN ~ ~ ~.L~
- -'•45 _ / UER-NEW-SEWS ~ °100 'TJ •~t0
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280 ~ \ z 260 W ZVI~_ I
\ ~ ~ ~ ~ EW OUTLET T~ M-~ ? ~I V1
--f - - / 24•~ I HEADWALL ~ ' - _ :e~~ 1 M-•~
1 1 I ~rn~ro W A ~ 9g 1 1 A fV N N hr"1
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1 •60 VERTICAL SC LE = 1 = 3 _ 50.58 ® I ~ _
o ~.oox e~ ~ ~
B"CIr1P ~ i _ ISSUE SEQUENCE
1 p ~ ~
gyp' ' N0. DATE DESCRIPTION
04 14 00 SD SUBMITTAL
3 20 O6 REV1~D PfR qlY t!F RRflQI Oa1E1115
II
PROFILE
~0+00 11 +00 12+00 13+00
•
PROJECT NO.: SME001.000
DESIGNED BY: EWS
CHECKED BY: AMM DATE: 12/06/99

TRASH RACK/ ACCESS SEDIMENTATION BOX
C NON-WOVEN GEOSYNTHET 3/4" DIA ALUMINUM WELDED TO SEE DETAIL SHEET C8.3 p ?7 S
~ L~ NON-WOVEN FILTER FABRIC FABRIC BETWEEN PIPE EN GEOSYNTHETIC 2 1 2"x2 1 2"x3 8" ALUMINUM ANGL ~ 1` _ / / / E @ 6 CTS. ~ ~`~r .t~ :TWEEN PIPE SEE DETAIL SHEET C8.3 - -
0~~~~0~ 3" DIA. PVC PIPE WITH OPEPJING AND #57 STONE - --t~o~ i o ~ o o VARMINT GUARD TYP. AND #57 STONE 8" DIA. DIP > C8. ~
}oC SEEPAGE DIAPHRAGM #57 WASHED , ( ) 3" DIA WEEP HOLES STONE ENCASED IPJ - (1HhCE TYPICAL) NON WOVEN ~ POND BOTTOM ~ DRAIN / O
O O GEOSYNTIIETIC FABRIC (OUTER T ~10 g~ i o~ o ~ PORTIONS ENCASED IN TENSAR 0`~ ~~Q hi ~
C DRAINAGE COMPOSITE DC3105 FOR ) O~Oo Op 00 ~ ~ W \ ~ -
~ O O n VERTICAL STABILITY TO FACILITATE SEE SHEET C8.7_ ~ ~°O~OQ o i- o ~ o ~ .o CONSTRUCTION). FOR INVERT--- o~ CLOW BUSHING ~ ~
i ~ - ~C~~- , Oo 0 - Q , M j~1~_ EXISTING 60" DIA. RCP O pUO ~ TYPE FLOOR ~ A X ~ BO OR EQ. A ~ ~ Ul
~ ~ ~ \ J ~ 3 C~ O 1 (TYP.) o QO ooQ QO ~ , , ~o ASSOCIAT'~S, INC.
~ C~ 0~~0O V , 5~ ~ 1 ~ sTA: to+oo E5T.1999 ~ 2 Va ~
C o , 1 - C8.4 ~ ~ , - ~ ti
~ - 2D SEEPAGE DIAPHRAGM OUTLET ~ ® ~
- s' ~ ~ - c ) ( ~ _ C8.1 NOT TO SCALE _ T. i ~ ~ 4 7 ~
~ ~ - ~ ~ a sLUICE d ~ ~ 'C ~ ~ ZC GATE WITH %C8.4
~ / ~ ~ ~ ~ ~ 5 1 ~ C8.1 NON-RISING EXT.,%'~ 1 ~ ` STEM BELOW
~ I ~ w ~ ~ ~ 407 Gorman t v S C8.4 ,k ,k
SEEPAGE DIAPHRAGM OUTLET 2D 3000 PSI CONCRETE Cg•4 C8.4 TYP. _ PLOWABLE BACKFILL w ~ ~ ~ Suite 101 /
c ) C8.1 I,' ~ ~ ~ ~ ~ . ~ Ralei h North Carolina 27607
~ ,
o ~D,-, D STA: 13+52.73 STA• 13~ J3 ( STA: 1 k28~ ~ ~ a \ , ' \ 919-833-7336
~ ~V ' ~ _ ~ =~S =tom i 6 ~ sTA: 1o+15.ao ~ Fax:[phone] ~ ~
_ - - L-~~-- -L 9-2 Q. 2 www.bbmassociates.com - ~ i i /
~ - - ~r ~ #57 WASHED STONE WRAPPED WITH ~ o ~ I - ' ~ ~ z - _ _ ~ ~ ~ ~ ~ ~ ~ ~ NON-WOVEN GEOSYNTFIETIC FABRIC ~ w ~ ~ i i
- ~ UNDER PORTION OF LAST CULVERT ~ ~ ~ ~ o.~
~ SECTION. ~ w ~ ~ / ~ ~ i~~ > > Q x z ~ ~ ;
1 0 .L w a I ~1 ~ ~ ~ -n ~ w ~ _ m 1 rn 1 ~
~C ~ a~ /
J. - LATERAL DRAIN TIED INTO #57 WASHED STONE o w ~ o ~ - CI ~ R ' ~ ~ ~ AND NON-WOVEN GEOSYNTHETIC FABRIC ~ ~ ~ ~ - .Y''h - UtJDER EDGE OF SEEPAGE DIAPHRAGM. ~v 4'-4"
,~a ~ ~ z ~ 50~ . J / ~ ~ ~e`; i~ i~ (TERMINATES APPROX. 8' DOWNSTREAM OF n - ~ 0` ~ . 15
~ ) j > 7 3 ~ CLAY CORE MATERIAL . ~ ~ ~ 9~OP C ; ~ ~ ) w ~ - z 4 ~ 8.26 ~~µnnNN
r~ - ~ ~ C 8.1 , _ ~ ~ ~ ~ . ~C 8.1 _T - - - CAltp , C8.4 ~,,...,..,.,4
7 I ~ / i. n _ ~ a ESSf 'tiyq
~ . , ~ a ~ STA: 10+45.43
~ _ _ ~ ~~o o - c~~ c o o g o~ c? o ww ~ STA: 10+53.69 PRINCIPLE SPILLWAY STRUCTURE NOTES: STA: 10+53.69 - 9
~ _ _ ~ ~ ~ C> _ a w ~ ~ ~ ~ ~ ; 6 ~ ~ - X ~ ~ I CONCRETE STRUCTURES: F
o e , o ~ z v m ~;9~ •~:~GINE;~: 5~. q ~5,.
fC1 ` ' it / JL~( ° f~,N M IA P~ 1. CONTR SHALL EXAMINE THE SITE APJD VERIFY ALL EX CONDITIONS AND ~r, •Q6
a(~~ z ~~~I~ ~I,,~ !lr 16 DIMENSIONS SHOWN PRIOR TO CONSTR.
~Ll ~ / - CI ~L ~ .L J~ ~ JAL lei'
~ ~ ~ C?(~C~~JO o_ - e _ o i o ~~o ~ ~ - 2. ALL SAFTEY REGULATIONS SHALL BE STRICTLY FOLLOWED. METHODS Of- CONSTR
i ~ ~ AND ERECTION OF STRUCTURAL MATERIALS IS THE CONTRACTOR'S RESPONSIBILITY.
~ - J ~ ~ 5.. , o ~ ~o o ~o ,,g- 3. ALL WALL FOOTINGS ARE TO B PRELIMIINA~Y E FOUNDED ON RESIDUAL SOIL OR CONTROLLED COMPACTED
~ L / 24 8 FILL HAVING A MINIMUM BEARING CAPACITY OF 2,000 PSF. ACCEPTABLE SOIL BEARING
~ 1 OUTSET PLAN -m ~ ~ PRESSURE sHALL PLANS 2 PRIMAf~Y SPILLWAY PLAN BE VERIFIED BY THE ITL IMMEDIATELY PRIOR TO FOOTING PLACEMENT.
° ° ° NON-WOVEN FILTER FABRIC C8, ~ 5 1 NOT TO SCALE 1 C8. ~ 4. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM COMPRESSIV
C8.4 C8.4, C8.4, scALE: 1" 5 0" T E DO NOT USE FOR S RENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED.
CONSTRUCTION
5. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED BARS.
6. ALL DETAIL FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO
ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE
-PADLOCK STRUCUTRES" (ACI 315, LATEST EDITION).
C.I. GUIDE (ASTM A126) 12" C.I. HAfJDWHEEL HEEL -
7. ALL WALLS SHALL RECEIVE TROWEL FINISH. TOPS OF 4L~ ~^IALLS T(1 I~f CEIVE A NONSLIP
~ i _ _ I ~ BROOM FINISH. ALL EXPOSED CONCRETE SHALL BE WATERPROOFED A~; SPECIFIED HEREIN.
IMBEDDED GALV µ6 BAR
- i i ' PA INTIP~~IG~WATERPROOFING:
i 2A 2A 8
- - - - - - ADJUSTABLE STEM GUIDE BRONZE BUSHING- ROD COUPLING C8.1 ~uIDE C8,1 II BLAST ALL EXPOSED SURFACES IN ACCORDANCE WITH SSPC-SP7 (BRUSH OFF BLAST).
i i WHEN REQUIRED THIS PREPARATION SHALL REMOVE ALL ~ W I LAITANCE AND OPEN ALL .SURFACE VOIDS. CARE SHOULD BE TAKEN NOT TO DAMAGE THE CONCRETE SUP,FACf BY OVERBLASTING. ~ H
~ - i
_ i ~ i 9. APPLY A TWO COAT WATERPROOFING SYSTEM TO ALL EXPOSED CONCR ~ - - L TE PER
~ BOLT/NUT ASSEMBLY MANUFACTURER'S RECOMENDATIONS. WATERPROOFING SYSTEP,~ SHA~.L MEET THE
i REUIREMENTS FOR AWWA C210. FIRST COAT: EPOXY PRIMER APP I ~ LEI TO A DRY FILM
11" THICKNESS OF 5.0 MILS. SECOND COAT: HI-BUILD EPOXY FINISH Af'1'I_IED TO A DRY
1 1 /2" DIA. EXTENSIOP ROD ZB NR EXTENSION STEM FILM THICKNESS OF 5.0 MILS. THE MINIMUM DRY FILM THICKNESS FOR THIS TWO (2) M'~I STEM 2B COAT SYSTEM SHALL BE 10.0 MILS. COLOR TO BE BLACK.
~T"~ (SEE DETAIL THIS SHEET) C8.1 IEET) C81
i i i i ~1' i i u u i i I ~ a w ATED - MISCELLANEOUS:
u u ~ BOLT/NUT ASSEMBLY NRS RESILIENT SEATED C.I. BRACKET - ii a GATE VALVE (FLxFL) _XFL)
ASTM A126 " T T A ~ 2" FEMALE SOCKET COUPLING S EEL NUT/BOL /W SHER DIP FLxPLAIN END ~ .N C.I. ASTM 126 C30
( r~ (DIA=B.. -D.I. wALL PIPE 10. GATE VALVE SHALL BE FLANGE X FLANGE, CAST IRON, RESILIENT SEATED, NONRISING END ~ =g" (FLxPLAIN END) STEM TYPE COP~IFORMING TO AWWA C509, LATEST REVISION. VALVE SHALL BE EPOXY
,ll 10" Mitt. ~ - _ u ~ ~ 1 2"x1 2" WWM WRAPPED (olA=e") COATED, IPJSIDE APJD OUT CONFORMING TO AWWA C550, LATEST REVISION. GATE ~ l
/ r-__ - _ II VALVE SHA P F~ >PED~I~ I - .:II` LL BE SU PORTED ON EXTENDED BASE OF CONCRETE PAD. H
i , ~ ~ I OVER OPENING - ii i iii NING - -I I - u 11. NONRISING EXTENSION STEM ASSEMBLY WITH CAST IROPI HANDWHEEL AND ADJUSTABLE STEM ~T~
i I'-0" MIM - I W I' o" MIDI ~ GUIDE SHALL BE BY TROY VALVE, TRUMBULL INDUSTRIES, INC., M&H VALVE CO., OR
~ -i~ J ~ ~ - ~ EQUIVALENT. PROVIDE POLYAMIDE EPOXY COATIIJG TO ALL SURFACES. COATING SHAL L BE
~ , ~ X i i ~ 2 MEET THE REQUIREMENTS OF AWWA C210. APPLY TWO COATS. EACH C )AT SHALL BE 3-5
MIL DRY FILM THICKNESS. ALLOW 7 DAY CURE TIME. PERFORM SUREA - CL PREPARATION AND ,I > ' APPLICATION PER MANUFACTURER'S RECOMMENDATION .
_ I 8° THICK X57 STONE BASE 3 3!8 , ` SASE ,~I, " }tiJ . ~ S PAINT COLOR TO BE BLACK. iS.,l(,
12. PROVIDE KEYED PADLOCK AND 1 4" PR / OOF COIL GALVANIZED CHAI7`l, KEYED ALIKE
NON-RISING E_ __XTENSION STEM ASSEMBLY FOR EACH STRUCTURE.
2A ADJUSTABLE STEM GUIDE 2B " 2 SQUARE SU__CKET COUPLING 2C SLUICE G~ TE 13. PRECAST CONCRET X
c8.1 NoT To scALE ca.1 Nor TO scALE E BO CULVERT TO BE PROVIDED BY CONTRACTOR. C8.1 r10T TO SCALE
14. SEE SHEETS C8.2, C8.3, C8.4 FOR STRUCTURAL INFORMATION. ISSUE SEQUENCE
N0. DATE DESCRIPTION
NEW GAURD RAIL. FINISHED GRADE SEE DETAIL SHEET C7.2. A 8/24/00 ISSUE FOR OWNER REVIEW
NEW 6' FENCE 03 20 06 REND PER alY OF RALEI(tl C~IIIENiS
3 23'-0" AIUMINUKI TRASH RACKS ACCESS
, ~ ~ ~ FINISHED GRADE sEE ~EIAIL srlEEr ca3
4" Mltl I/4" PER FT. SLOPE - - - _ _ _ -Z,r ~ ~ i / ~ i , FOR MAIIJTEIiANCE OIIIY)
~111n ~iI~1-~I11 _ _ , , . , , , >~~~J T, i ).i ~
NON-WOVEN FILT R F ~ < ~ 'ti ~ E ABRIC ~ ~ ~ ~ ,COMPACTS ~ AUJA~IPlUM TRASH RACK/ ACCESS- , ;COMPACTED ~ ~ ~ SEE I~Etnil- sHEEI cB3
~ , - y FILL ~ ~ ~ 7- ~ , > FILL ~ ~ ~ < (CLOSED PUS1110M) A
~ . ~~~,Y, ~ ~ _ <<~~,1;~
~x ~ ~ r ~~~,r x ~ o w ~ > > T~ r ~ > S_' ~ ,
x - ~'~~,z \ ~ ~ > ~ v Y ~7,,~ Y
i ~ ~ ~ 3 x ~ a ~ ,X k" X y w GROUT w ~ a eV .rt v ~ <
~ ~ ~ ~y~ x ~ ~i z - - - - ~I ~ I_~
~ CLASS 1 RIP RAP ~ ~ - . ~ a ~Plv = STORM DRAIFIAGE i~ i-80
i~ n ~ ~ ~ x ° ~L• E EV = 266.40' ~ ~~ELEV = 266.50 ~ ~ ' ~ ~ STRUCTURE STEPS. / - s I A ~ PILL AY
> 1 o' ~ , _ ~ _ i SEE DETAIL SHEET C7 4. ~ ED MENT ION BOX `0 ~ my = B" CLASS 50 DIP ~ SEE DETAIL SHEET C8.3 s ~4 ~ ~ DETAILS
2'-0,, i'\ , ~ } - ,-INV = 276.84 ~f ~ 1111111 =illllll _.111111 ~o ~ 37 SLOPE ~3 o SI OPE_ ~ ~ SLOPE D,5 e MIPI~~ 1 -
2' _0' ~ ~ (E~EV = sea so _ _ _ LATERAL DRAIN TIED IN TO X57 WASHED - - _ 1'-0'~ _ _ = STONE AND IIOtJ WOVEN GEOSYNiHETIC ~ ' a J ~ e • 1 a 4 • ~ J ° ~ a a
FABRIC BY SEEPAGE DIAPHRAGM < 1~_0° 6" SEEPAGE DIAPHRAGM: tr l
_ ~ X57 WASHED STONE COMPLETELY 1111111=II_~~~~~~ ENCASED IN NON-WOVEN _ _ - _ •
0 = _ = ZI -0 GEOSYNTHETIC FABRIC - - ~JTT<- JTIT _ nm _ I1Tl1 _ Tull _ IITIi -VIII II - nn mr - _ _ _ - VIII . - II7~- ~I __Il~l ~I~ ~ f f f~= L'~1Y~--?~~,',~Z~ ail illl 1i1~---Ilia
=111 =I1f~ ~ ail 11~1i
#5 F**nrL` 11 ~ X57 WASHED STONE ENCASLD 1RRI1 ui Iln ii.lillll m-" inu hmliwir-7 i
IN X57 WASHED STONE ENCASED IN NON-WOVEN GEOSYNTHI IIC FABRIC
3 O U TLC T SECTION IN NON-WOVEN GEOSYNTHETIC FABRIC
HEADWALL AT SPILLWAY . C8.3 3 4 PRIMARY SPILLWAY PROFILE >PILLWAY C8.3 PROJECT NO.: SME001.000
"-")NOT 3 TO SCALE Cg3s('ALE: DESIGNED BY: EWS 1 = 5'-0" CHECKED BY: AMM
DATE: 12/06/99

22'-0"
2 SPA. S s R U
6" g" 4 SPA. t~12" = 4'-0" ®10"= " ~ ~
13" " 1'-8" 10 5- 4 VERT. E.F. 13 10 SPA. ~ 12" = 10'-0" ti
TOP & BOTT) 11 - #4 VERT. E.F. TOP & BOTT. C~ 0
w
10" 10" iv ~ 2-#4 x 7'-6" (TYP.) 2-#4 x 5'-0" (TYP. 6"
ASSOCIATES INC. b
EST.1g9g h7 , "
23 -0
5'-0" - , „ „ - 5 -0 " 1 -3
N 18 -o ? 3 d ~
3-#4®12" 407 Gorman St.
VERT. Suite 101
~ (E.F.) w y. Raleigh, North Carolina 27607
v i
N_N #4 ~ 12" O.C. ~ 919-833-7336
~ ~ 1'-4" I E.W.E.F. Fax: [phone]
= w 5'-10"0 `0 www.bbmassociates.com
U z OPENING o ~ 1,_ „
Q 11,- " o 4 0
ii Q I I vW 3-#4 ®12" iv ~ RO 6 ASSOCL41BS P.C.
N VERT. E.F. Co~rnTtaK B
( ) ®z sr~cm scar;<s #~a
~r - x r~s
IU
N 3-#4012"
VERT. 0
(E.F.) N
#4 (~12" O.C. EACH WAY
I o_ TOP & OT.
I ,
N 1 -0" #4 ®12" O.C.
E.W.E.F.
EL V = 266.40 •6.40 ELEV = 266. #4 ®12" O.C. EACH WAY 2" CLR.
N ~ O . ~ ~ - 50 2 CLR. - - TOP & BOT.
I _I .
~ I PRE o LIMIN ARY ~ ~ #4 ®12 O.C.
NOTE: p BASE SLAB REINF. do DOWELS NOT SHOWN FOR I N DOWELS E.F. P
CLARITY. SEE SECTION 2 DETAIL SHEET C8.2. ~ ~ ( LA N ) S . N
I #4 ®12 O.C. ®12" o.c. ELEV = 264.50
N #4 ®12" O.C. DO NOT USE FOR ®12 o.c.
CO NSTRUC110N
o
#4 U
1'-0" 6"
r7
5'-0" " 21 -0
W
U T AL S
I 0 C8. " C"'1
SCALE: 1 /2 = 1 -0 2 $ C O
W C8. " SCALE: 1 /2 = 1 -0 H
- 25'- w 25 -1 . l
- 12'-61„ ~-~i ~ • 12'_61„
2 2
2 1" . 11 82 ~ ~ e
u . o a w a a.
e . , a . . a . < n
1 I, G
1 -0 ~ 111-0" 1 11'-0"
2-#4 CONT. C8, 1
(SLOPED) N C8. ~ 2
C8.2 W
_ ~ °e L~
_ CV,2 .a
n ~ ~ i _I 1T,.,
#4 ®12 -I I I ~ _ _ HORIZ _ - = I - 4 o
- C8. 1'-0" N
#5 ®12" I - a VERT. ~ i ~ I 1', " 1 2-#4 CONT.
~ - 0 - e .,0" t0 1 ~ (SLOPED) I
~ 0 t SSUE SEQUENCE 1',0 0
VERT. ~ Wq<< 0 P~~ N0. DATE DESCRIPTION W -
N #4 ®12" HORIZ. O
8 24 00 ISSUE FOR OWNER REVIEW N ^
" I 2 ~ a „ 5 0 3 20 O6 RED PER 4Pf ~ RNEIgi OOl~ils #4 ®12 VERT. # "
CLR. C~12 ~
_W VERT. N
1" ~ o o " ~ 1 CLR. 2" CLR.
CL #6 ~ 12" j R. I ~ cv o ~ " ~
" DOWELS a 3 DIA. PVC PIPE THRU #4 ®12 #4 (~12 DOWELS ~
HEADWALL TO SEEPAGE 6 DIAPHRAGM (TYP.) DOWELS ' 1'-0" ~
I C8.2 ~a
O
~i ~ ~ 1'- 6 0 ~ ~
11 0 l ~ .I C8. - a
SEEPAGE INV = 268.30 0 0 ° '
17'-0" PI LL A Y
. 1 r-o"
o 19'-4., o D E L 19'-4" ~
I
38'-f 38'-8"
•
OUTLET HEADWALL ELEVATION r*WNGWALL SECTION 5 OUTLET
NOT TO SCALE CYSCALE: 1/2" = 1'-0' C8, 2 1!SNWNGWALL S MET P E 0
C8. n ~ C~. n n
SCALE: 1/4" 1LE: 1/4 = l'- 0 SCALE: 1/2 = 1 -0 PROJECT NO.: SME001.000 DESIGNED BY. EYVS
i I - CHECKED BY: AMM DATE: 12/06/99

S s R U
~ ~ ~ ~ 6'-4" ~
3 C8.4 square ~
V Q
1'-0" 4'-4" ~ -0
(tYP) square (t)P) ~ ~
8" B"
8'-4" BASE SLAE jn" 7 b
#4 X12" O.C. - ---fi'-g„ C8.3 ASSOCIATES, INC.
I'-0" 8, HORIZ. T. i M ES 999
- 5'-0" - - ti
- - #l~ X12" O.C. VERT.
4 @1 C" O.C. (`~TAGGF,_D F.L.) ~r 6 q # n r~ 6' q ° 7 ~ . d S
VERT. - _ ~4 __12 0. ~ - - r1' ~ _ ~ , 8' 0 DIP ~ ° ro I .C ~
~ ~ o HORIZ. ~z~~ N 407 Gorman St.
\a N o _ _ _ _ Suite 101
F 6 lei h North Carolina 27607
0 ~ ~ Ra g ,
J - ~-i-T- - - c _ - " REMOVABLE C8.3 STOPLOG NOTCH 919-833-7336
_ _ N
4 x 2'-0" - Fax: [phone]
DIAGONAL ~ . , a ~ ~4 @12" O.C. ° o ~ www.bbmassociates.com
TYP.) ~ ' ° HORIZ.
I
8" DIP ~ - - I 1 1 1 -#5 x ~ -6" RO ~ ASSOCIATES, P.C.
~ I STOP ~F A';,E - I _ _ C D Consulting Engineers
~ ~ ° S~ AB ~ ~ I 5 SEDIMENTATION BOX PLAN 1011 SCHAtJB DR, SUITB #202
C 8.3 Ralsrclr, x c. z~~ NOT TO SCALE
I ~ r ~ @ 10 (L, srRUCnmaL~cnaeees
- - VEf~T. o~
I J - ~n _ - ,
- - ~ ~ ~ ~ Gxl'-6' @12'
- O.C. DOWELS IN ~ I o 8" 3'-0" 8"
~ BASESI_AB ~ Ln w I x- ~ SQUARE 3.,
J V) I ~ J J V)
- LLI U d~ I~ 3" d~ T/WALL EL279.80
I a I a 8" m DIP
o I - m m I - ~ ~ REMOVABLE 2"X6" STOPLOGS CONCRETE FOR CONTROLLED DRAINIfJG
0 - J i O ~ INVERT EL ~ 1'-0"
o 8 ~ DIP _ - 277.eo ~I ~ J
I x- U _ 2"'NSET P IMIINARY
I ~ LIOI~11. I ~ N REE
~ I ~ - T~SLAB EL277.30 - ~ - ANS PL
I C8.3 _4_ _ _ - - I - I-lil~1~ r., > 4 _ ~ ° - C 8.4 ~ _ _ _ o z
C8 4
I AWDOWN X-X - - ° A ~ A _ _ TION OE DR ~ ~ ~ ~ sF L 1 SEC pox c~ i_ I Pr -,Vo~o 00 00 0 0 0 oooaooo~ NOT USE FOR Oo Qo D 0° d~0°~0 cA0 DO a0o`~'000 0 0 00 o~°aOo~oGoo°oGo~
t-- 000 000 00 0000 0000000 00000 =~~o~~o~~ oo~oo oo~~oQ~oao CONSTRUCTION - (1(1nn.S1(lnn.Sl nn (1(lnn n (~(lnn~n(1M (1(ln., n
C8.3 I NOT T~) SCALE I ~ _#5 X a
I ~ n10P OF f~A`~E 6" X57 WASHED STONE
I ~ SI_AH - #4 ~ 8"
_ I J
TRASH RACK ~ e. " U,~ (alb ~ 3/4" DIA ALUMINUM WELDED TO C~~ _ U
2 1/2'x2 1/2"x3/B" ALUMINUM ANGLE ®6" CTS. 11 uR~Z. r7
IX)
LIFTING HANDLE ~ - - _ 6 SEDIMENTATION BOX SECTION
- - - - - - - l ~ D~ - - I - C8.3
'J ~ O I I / , . - o r~oT To scA~E
II I ~ , W
Il I i 1 r~,i o c. VERT.
II I (STAGGERED E.F. ~ ~ H
II I - I II ~ I I -3 -
I II Ih I C8.4 W
I II I I SQUARE W
STAINLESS STEEL SLAM LOCK ~ E...~
I o 8 0 DIP T/WALL EL435.20 ~
II I 00 ~4 ®8" - ~T~ F~ F~
Il I I TYP. ° 4x2'-D"
II I I II I DIAGONAL
I I II A I GROUT „ (TYP.) ~ 1'-0 ,
II" h 3" CLR.
q R I~ A TYP. ~ %
- ~ T/SLP~B EL277.30 ~
- - 3 PLAN OE INTAKE 11=1111111.:. ~ ~ _ =iii = ~ ~ _ - p ~ ,
C8.3 _ ?"'1 _ T-'~T-i-~ T-f C
B OVERALL --~~~pp~~Q~~ eo ~ u~ e~G
~000~00000000 0000 0000000000000 = Apo oopo oopo oopo po oopo oopo oo(~S _
PLAN inOC)hnnOnhn~nM~9M _ nnOC)MnOn(lnn Ohnn
_ _ ~ ~ I = ~~6" X57 WASHED STORE
3/A" DIA ALUMINUM ROD WELD BOTH SIDES ~ - #4 ®8"
' (covER sHO~r, IN ~4 @12" O.C.
OPEN POSITIOrJ) EACH WAy
EACH FACE
S.ST. & ALUM. ~ " " POSITIVE LOCKING ~ CLD. ~ ISSUE SEQUENCE
2-1/2 x2-1 /2 x3/8" ALUMINUM ANGLE HOLD OPEN ARM c - WITH S.ST. ~I('J N0. DATE DESCRIPTION
SPRING ASSIST 3 STAINLESS STEEL ~ THREE O I ~
HINGES W/ TAMPER i - I PROOF FASTENERS ~ SEDIMENTATION BOX SECTION A 08/24/OOISSUE FOR OWNER REVIEW
_ _ C 8.3 03 20 06 REN~11 PER an ff RAIRCN COlA~IENIS NOT TO SCALE
_ a ~ e 1/4" THICK EXTRUDED ~ ~ ° ° i~
~ ALUMINUM FRAME ~ -
i
PRIMER REQUIRED ~V ' d
CONT CONCRETE #6 ~I -~7 G, n.
SECTION A-A aracHOR DOWELS ~ 1 _ Q I~ I
~ ~ z w o o c~
I- i ~ ~ o c~
Ln _ - `n O NOTES in 0
ACCESS FRAMES SHALL HAVE A 1 4" THICK, ONE-PIECE, MILL FINISH, EXTRUDED L`J m m
RATING A CONTIPIUOUS CONCRETE ANCHOR. THE INSIDE >~6 X ~ ALUMINUM FRAME, INCORPO ? OF THE FRAME SHALL HAVE A GRATE-SUPPORT LEDGE ON TWO (2) SIDES. BOTH DOWELS f~~ VI w
FRAME AND LEDGE MUST BE SUPPORTED BY A FULL BED OF CLASS A COrCRETE. THE GRATE SHALL OPEN TO 90' AND AUTOMATICALLY LOCK WITH A STAINLESS
STEEL HOLD OPEN ARM W1111 ALUMINUM RELEASE HANDLE. FOR EASE OF OPERAIJON, GRATE SHALL INCORPORATE ENCLOSED STAINLESS STEEL COMPRESSION AY ILLV~1 P
SPRING ASSISTS. GRATE SHALL CLOSE FLUSH WITH THE FRAME HINGES AND ALL FASTENING HARDWARE SHALL BE STAINLESS STEEL UNIT SHALL LOCK N1TH - -
STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY AND HAVE A °a NON-CORROSIVE HANDLE. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN q~ ° ~ ti a - T L DE
MATERIAL AND/OR WORKMANSHIP FOR A PERIOD OF 10 YEARS. _ _ _ _
O -
~ -
~ `''-6"
3-l~4 COt~1T - - ~4 @1; U.C.
2 ALUMINUM GRATE AND HATCH 4 HEADWALL AT SPILLWAY PROJECT NO.: SME001.000 DESIGNED BY: EWS
CHECKED BY: AMM
"J)NOT TO SCALE C8.3 112 _ ~._o.. DATE: 12/06/99

a" S s R U
~ k ~ ~
ti ~
~ 0
F2" CLR. W jI1
" t TO HORIZ. 2 CLR.
TO HORIZ.
> 19'-5" 2 -6 H b ASSOCIATES, INC. ~ ~
EST, 1999
j 8" 10'-0" 8" 7'-5" g"
v n 4 ®12 E.W.E.F.
7 ~ d ~
O " ~ 6 9 SPA. 012" = 9'-0" 6" 6" 6 SPA. 0 12" =6'-0" 11"
N 13 - #4 (10 O BOT. & 3 O TOP) 9-#4 #4 ®12" O.C. DOWELS 407 Gorman St.
(7 OBOT. & 2 OTOP)
#4 CORNER BARS a Os"o.c. s cis"o.c. 4 # ~ # # #4 (TYP. EA. CORNER BARS N ~ (nP,) CORNER) Suite 101 Raleigh, North Carolina 27607
~d
iQ
acv rn 919-833-7336
Fax:[phone]
n. ~r ~ „ „ o www.bbmassociates.com .I
• ~ iv ~ #5 OS O.C. #4 012 O.C. E.F J
CONST. JT. ~ (BOT.) z STAGGERED " a ( ) 3 U 3 #4 0 6 O.C. z
( ) •o " oz ~o~ RO 8? ASSOCLl1BS, P.C.
„ #4 012 O.C. ~ o=o 2 CLR. o ~ ~ ~ ~ Cox~baK B
.1N 2 CLR. w ~ sr~ec~ ~ #~a
I I #4 O6 O.C. iv #4 012 O.C. 2 CLR. a x o ® w 3 ax r~s
~ ®w o 2" CLR. ~ w 2" CLR. 2" CLR.-- ~ w v C S. 4 n n s7nucn,a~i Errcn~s 1/2 -o
~ ~Qa
CONST. JT. U ~ m d w
(TYP.) #5 OS O.C. ~ ~ ~ a
• N TOP. #4 r ( ) 1'-0" #3 ®12" O.C.
. . . . . . . . . . . . . . . . . . 5'-0" 8"
WSEL = 284.50 -
4- 4 CONT.
~ #6 O6"O.C. co # I IN HEADER 4 ®12" O.C.
(BOT.) I
r~ N HORIZ.
rN rn
4 ®10" o.c. PRELIMI NARY
6" 9 SPA. 12" = 9'-0" 6" 8" 6" 6 SPA. 012" =6'-0" 11" VERT.
13 - #4 (10 OTOP & 3 0 BOT.) 9-#4 (7 OTOP & 2 OBOT.) PLANS
> ~ 2" CLR. DO NOT USE FOR
CONS TRUCTION 0 0 #4 ®10 O.C.
1 o I ~ DOWELS
C8.4 „ „ m ~n
1/2 =1 -o rxv #6 x1'-6" ®12" O.C.
°0 DOWELS ~ o a.
~ ~ is Nv 10" N-'
EL. 277.20
- w 0
I
F~ 0
a ~ " cv ~ #4 ®12 O.C.
~U E.W. TOP & BOTT. r~~/~ F...i
V1
2 - #4 CONT. M--~
1'-0" ~.L~
4 I 0 W
C8.4 n " I--I 1/2 -o
w a
22'-0"
n
2"- " 22 SPA. ~ 12"(t) O.C. = 22'-O" 2
> 8" 10'-0" 8" 4'-0" 8" ~ „ „ N #4 VERT. (E.F.) 2
3 SPA. 0 12 =3 -0 iv 2- #4 DIAGONAL h-1
p 5- 4 „ (1 E.F.)(TYP.) W
~ 6 9 SPA. 012" = 9'-0" 6" 6"(40BOT. & 1OTOP) 6" 8" i~
N 13- 4 10OBOT.&30TOP # ( )
#4 CORNER BARS „
#4 ®6 O.C. iv } #6 ®6 O.C. #4 #4 (TYP. EA. CORNER BARS (TYP.) CORNER) N

acv o I O
d ro~ 00 li
~r a w w ISSUE SEQUENCE
' ~ N r #5 08"O.C. #4 012" O.C. E.F ~ II CONST. JT. ~ gOT, z STAGGERED a N N0. DATE DESCRIPTION
( ) ( ) 4 0 6 O.C. 3 I N- TYP. U ~ # z ~ ~ N N
( ) O ~ uo ® O O = U O ~ I „ #4 0 12" O.C. ~ o = ° a A 8 24 OO ISSUE FOR OWNER REVIEW 0
2 CLR. o ~ „ cn ~ a = 3 20 O6 I~SED PfR pR ~ RIVIIAI a ~ _ CpIfN15
o " I a 2 CLR. " „ N ~ ~ ~ ~ 00 I #4 06 O.C. N #4 012 O.C. 2 CLR. ~ a x " ~ ~
I ~ p ® w ~ 00 5',1~
2 CLR. ~ w 2 CLR.-- 2 CLR. ~ v
~ ~ I a a CONST. JT. U I Q ~ ~ w
v (TYP.) #5 OS" O.C. N ~ "a
• N TOP. #4 ~ ( )
. . . . . . . . . . . . . .
o
I i~
~ #6 06"O. C.
(BOT.) #4 DOWELS TO MATCH VERT. PI L Y
(TYP. )
" ~ " ~ " DETAIL 1 -4 - 5 -10 2 -0 - 11'-4" 1'-6"
6" 9 SPA. 0 12" = 9'-0" 6" 8" 6" 6" 13-#4 (10OTOP&3(~BOT.) 2
POR110N OF C8.1
3 SPA. 012" =3'-0"
5-#4
r2'*'~SPILLWAY CULVERT SECTION @T°P & , @eoT.) 5 EADWALL SEC 0
QIAj /2._l._o, N A SPILLWAY CB.4 n i n
1~2 =1 -0 PROJECT NO.: SME001.000
DESIGNED BY. EWS CHECKED BY: AMM
DATE: 12/06/99

s s
g U ~ ~
3 ' C8.4 ~ ~ 6 -4 square
V Q 1'-0" 4'-4" 1'-0"
~tYP) square (tYP~) W
8'-4" BASE SLAQ 8" 8"
7
~ a _12 0- I , O„ 8„ b C8.3 ASSOCIATES, INC.
' HORIZ. - - - -G'-8" - - - 5, G~, ~ ~ EST.19g9
#4 @72" O.C- VER~~.
#4 @~ C" 0. C. (`;TAGGE~~D F.E.) ~r 6 VERT. 6 - ~ <r ~ 21
~ - ~4 X12" Q.C. I ~ c ° d s I 8" 0 DIP ~ ° co
~ o ~ HORIZ.
N ~ - - ~ N 407 Gorman St.
_ Suite 101
J o J - 0 6 ct - Raleigh, North Carolina 27607
Q -T-'--~ r- it rrvv~~ REMOVABLE C~' 3
W _ - I ~ _ sTOPLOC NorcH 919-833-7336 N
#4 x 2'-0" ~ - Fax:[phone]
DIAGOPJAI_ ~ - I ~ ~ „ _ . • ~4 @12 O.C. ° o ~ www.bbmassociates.com
° HORIZ.
8" DIP - -
1 -#5 x 2'-6" RO ~ ASSOCIATES, P.C.
o ~ __TOP OF BASE ,
~ ~ ~ I S~_AB I Consulting Engineers 5 SEDIMENTATION BOX PLAN
1011 SCHA[B DR, S[II1B X202 C 8.3 xuslcg x c. a~~
--gym ~ VERT. NOT TO SCALE S7RUCNRAI. ENGR7EER3
J
-r Ul
- ~ ° ~ I ' a #6x1 6' @1.
O.C. DOWEL`; IPJ 8" 3' 0" 8"
~ ( BASESLAB a' I ~ 2 SQUARE
w X ~ ~ ( ~ 3" v~
U r~i 3,.
x ~ I T/WALL EL279.80 - I a B" ~ DIP
~ - ~ m ~ ~ REMOVABLE 2"X6" SiOPLOGS
~ I J FOR CONTROLLED DRAINIAIG o CONCRETE
I 8 ~ DIP X- ~ I I INVERT EL. 277.80 ~ 1' 0„
o #4 ~ 1 ~ 0_C. (`1 ~ U 0
~ FIORIZ. o 2" INSET N - PRELIMIINARY
r I 1 T/SLAB EL277.30
I C8.3 4 - ~ - - PLAN - I ~ S C8.3 4 ° ~ -ITTII:
I C8.4 - D- I F C8.4, _ - - - - . p - Z
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NOT TO SCALE ~ 1 -#5 x 2'-G" ° =~0~~0°0~~~~o°D~o~ oDo ~o p°o~~ °Do~~°o°~°o~~o (1(ln.,~(1(ln., ~ n~ ~ ~ CONSTRUCTION
~ @TOP OF BASE ° 6" #51 WASHED
~ ~ SLAB STONE ~4 @ 8"
_ \ I I TRASH RACK J
" 3/A" DIA ALUMINUM WELDED TO ~ ~ ° ° ~ #4 ~ Q, U
2 1/2 x2 1/2"x3/B ALUMINUM ANGLE ®6" CTS. ~ HURL/. r7
cX) LIFTING HANDLE
~ ~ 00 ~T~ 6 SEDIMENTATION BOX ~E~ 1luf~ ~i.{
- _ _ o - C8.3
O h NOT TO SCALE
II I n
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II I (5TA%GERED E.F.) I I V1 ~
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II III I C8.4 I 8" 3'-0" 8"
I I I I `~®i STAINLESS STEEL
SLAM LOCK ~h SQUARE F`'`~
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- m II I I 8" 0 DIP T/WALL EL.435.20
I I ~4®8° ~T~ TYP. - F~+~i f~4x2' 0" H F'~'1
D DIAGOf~IAL
II ~I I I I ~ GROUT „(TYP.} ( 1'-0
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3 PLAN OE INTAKE _ = V II-1111111 s =llii~ ~
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PLAN "U'o o ~T'o CPo 0°0 ~o ~ - ~~a00~oo00~~o00O0o00~0 ~000~o~o00O0o00~o0a =
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- 6" X57 ~1'aSHED
3/4" DIA ALUMINUM ROD-~ WELD BOTH SIDES STOtIE ~4 ®8"
(COVER SHOWN IN u - tt4 f-). L.
OPEN POSITION) EACH WA~~
- - - EACH I AI S.ST. & ALUM.
POSITIVE LOCKING i 2-1/2'x2-1/2"x3/8' ALUMINUM ANGLE HOLD OPEN ARM 2 CER. j ISSUE SEQUENCE
W1TH S.ST.
SPRING ASSIST T}IR THIN ESS STEEL ICI EE (3) S L HIIJGES W/ TAMPER N _ _-~i (;LR. ~'c' N0. DATE DESCRIPTION
PROOF FASTENERS ~ SEDIMENTATION BOX SECTION A 08 24/OOISSUE FOR OWNER REVIEW /
- - C8.3 03 20 06 RENSED PER l~iY Of RAIUgJ COAJ~IENiS
/ ° ~ 1/4" THICK EXTRUDED ~ a ~ ~ ALUMINUM FRAME ~ ° ~ NOT TO SCALE
n \ - -
~ , PRIMER REQUIRED ~ ~ \ ~
~t
CONT. CONCRETE ~ SECTION A-A ANCHOR ~6 I
DOWEL 12" O.C. r ~.i
~ ~ -
I-w o 0 'i I ~ I o c~
NOTES in ~n ~ x ~n o
ACCESS FRAMES SHALL HAVE A 1/4" THICK, ONE-PIECE, MILL FINISH, EXTRUDED ALUMINUM FRAME, INCORPORATING A CONTINUOUS CONCRETE ANCHOR. THE INSIDE #6 X~ ~ m
OF THE FRAME SHALL HAVE A CRATE-SUPPORT LEDGE ON TWO (2) SIDES. BOTH DI~WE I ~ l~~ ~ ~ ~ ~ FRAME AND LEDGE MUST BE SUPPORTED BY A FULL BED OF CLASS ACONCRETE. w
THE GRATE SHALL OPEN TO 90' AND AUTOMATICALLY LOCK WITH A STAINLESS STEEL HOLD OPEN ARM WITH ALUMINUM RELEASE HANDLE. FOR EASE OF z
OPERATION, GRATE SHALL INCORPORATE ENCLOSED STAINLESS STEEL COMPRESSION ~t SPRING ASSISTS. GRATE SHALL CLOSE FLUSH WITH THE FRAME. HINGES AND ALL
FASTENING HARDWARE SHALL BE STAINLESS STEEL. UNIT SHALL LOCK MATH STAINLESS STEEL SLAM LOCK WITH REMOVABLE KEY AND HAVE A - - PILLWAY
NON-CORROSIVE HANDLE. UNIT SHALL BE GUARANTEED AGAINST DEFECTS IN = , - D AI ET LS
MATERIAL AMD/OR WORKMANSHIP FOR A PERIOD OF 10 YEARS. ~ " ~ ° ~ - - - i
n I ~ ~ e
` _ ~t
3-#4 CONT. ~ ~ ~4 ~I U.C.
('2-'~ALUMINUM GRATE AND HATCH ~ a HEADWALL AT SPILLWAY PROJECT NO.: SME001.000
C8.3 Nor TO SCALE C8.3 112.. _ V_o., DESIGNED BY: EWS
CHECKED BY: AMM DATE: 12/06/99