20110387 Ver 1_401 Application_20110511

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FROM S & EC TO
COMPANY NAME J
11010 RAVEN RIDGE ROAD
STREET ADDRESSj{._
RALEIGH, NC 27614 CITY ST k', ZIP ?,,I
846-5900 CONTACT NAME-;"%T/
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SIGNATURE PRINTil)-k ! s DATE`.
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Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Ste. 105
Wake Forest, NC 27587
From: Bob Zarzecki
Soil & Environmental Consultants, P.A.
11010 Raven Ridge Road
Raleigh, NC 27614
Re: Rolesville High School (WCPSS H6 Project)-DWQ EXPRESS REVI
Rolesville, Wake County, NC

On behalf of the applicant Wake County Public School System (Atty Brian R. Conklin) , please find attach
a complete application and supplemental information requesting written concurrence from the U.S. Army
Corps of Engineers (USACE) and the N.C. Division of Water Quality (NCDWQ) that the activities proposed
below may proceed under Nationwide Permits 39 and General Water Quality Certifications 3821. Please
contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name Rolesville High School WCPSS-H6 Project
Project Type Institutional Development
Owner / Applicant Wake Count Public School System
Count Wake
Nearest Town Rolesville
Waterbody Name UT to Harris Creek (Peeples Creek)(Wake
Crossroads Lake
Basin / Sub-basin _ Neuse/27-26
Index Number 03-04-02
Class C; NSW
IMPACT SUMMARY
Stream Impact (acres): 0.017
Wetland Impact (acres): 0.033
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.05
Total Stream Impact (linear feet): 36
Total Riparian Buffer Impact (square feet): 4,055
Attachments:
Pre-construction Notification Application Form
Agent Authorization Form
NRCS Soil Survey Map & USGS Topographic Map
DWQ Buffer Determination Letter (NBRRO 07-226)
Jurisdictional Determination (AID# 2010-01462)
Overall Site Plans & Impact Exhibits
PCN Checklist (DWQ only)
May 16, 2011
S&EC(roject #11593.P1
N.C. Division of Water Quality
WebSCaPe Unit
Attn: Karen Higgins/Lia CGilleski
512 N. Salisbury Street-Flo
Raleigh, NC 27603 n
DWQ ONLY ATTACHMENTS:
Letter of Conditional Stormwater Approval
Hydrology Report
draft O&M Manual & Landscaping Plan
Review Comments to Wake Co.
Stormwater Submittal Maps
2 Data CD's
$2,000.00 DWQ Express Application Fee
I
J'
Charlotte Office: Greensboro Office:
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Quality"
$240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
® Stormwater Management Plan (if applicable - see PCN Form Help File Section E)
1) Please provide three (Popies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
j? c. BMP supplements for each proposed BMP and Required Items Check List
(; 1)vr- (http://h2o.enr.state.nc.us/su/bmp forms.htm) along with all required
items;
A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
< ?J t v ,?`C\? I e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
V (iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components - inlet and outlet structures,
forebay, respective zones and pertinent elevations.
? If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://h2o.enr.state.nc.us/su/bmp_jorms.htm).
® DWQ Stream Determination Forms for streams on property and DWQ determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar-Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the
Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non-jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands," riparian buffers, or water features exist on a lot
• All built-out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas - these should correspond with the Impact numbers listed on your PCN
form.
® Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, egenerally less than 2 ft/sec during the peak
flow from the 10-vr storm)
• Scaled stormwater BMPs must also be indicated as required by DWQ rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts s 48
inches, and 1-foot for culverts > 48 inches).
Version 1.4
January 9, 2009
Wetland Impacts:
? Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
? All subsurface utility lines must indicate the location of anti-seep collars.
Construction detail for anti-seep collars must be provided.
? Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
? Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
® The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
? For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways - Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
? Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood-prone area.
? Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.
c-xp 1%- 3 ?
oti WArF9
\0? pG Office Use Only:
r Corps action ID no.
1
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Fc{rm
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ? Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number: N/A
1 c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit
® 401 Water Quality Certification - Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ® No For the record only for Corps Permit:

? Yes ® No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Rolesville High School (WCPSS-H6 Project) nin,
2b. County: Wake
2c. Nearest municipality / town: RolesvilleA Y ,
2d. Subdivision name: N/A eull
2e. NCDOT only, T.I.P. or state
project no: NIA Wepa,$gw
3. Owner Information
3a. Name(s) on Recorded Deed: Wake County Board of Education c% Wake County Public School System
3b. Deed Book and Page No. D.B. 14097, Pg. 2016
3c. Responsible Party (for LLC if
applicable): Brian R. Conklin-Sr. Director, Facilities Design & Construction
3d. Street address: 1551 Rock Quarry Road
3e. City, state, zip: Raleigh, NC 27610
3f. Telephone no.: 919-856-8276
3g. Fax no.: 919-856-2911
3h. Email address: N/A
Page 1 of 13
PCN Form - Version 1.3 December 10, 2008 Version
..? . ;.ai..,.
?rw. ,.
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ® Other, specify: Owner please send correspondence to both owner
and agent.
4b. Name: Brian R. Conklin-Sr. Director, Facilities Design & Construction
4c. Business name
(if applicable): Wake County Board of Education c/o Wake County Public School System
4d. Street address: 1551 Rock Quarry Road
4e. City, state, zip: Raleigh, NC 27610
4f. Telephone no.: 919-856-8276
4g. Fax no.: 919-856-2911
4h. Email address: N/A
5. Agent/Consultant Information (if applicable)
5a. Name: Bob Zarzecki
5b. Business name
(if applicable): Soil & Environmental Consultants, PA
5c. Street address: 11010 Raven Ridge Road
5d. City, state, zip: Raleigh, NC 27614
5e. Telephone no.: 919-846-5900
5f. Fax no.: 919-846-9467
5g. Email address: BZarzecki(aSandEC.com
Page 2 of 13
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): Parcel ID: 1768-55-3208
1 b. Site coordinates (in decimal degrees): Latitude: 35.9063 Longitude: -78.4463
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: ± 143 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to UT to Harris Creek (Peeples Creek)(Wake Crossroads
proposed project: Lake) 27-26
2b. Water Quality Classification of nearest receiving water: C, NSW
2c. River basin: Neuse 03-04-02; Hydrologic Unit Code 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing conditions on site are fallow agricultural cropland and forested, with two existing ponds, the
pond to the east is non jurisdictional. The general land use in the vicinity of the project is mostly agricultural, rural
residential and some new residential.
3b. List the total estimated acreage of all existing wetlands on the property:
4.5 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 2,200 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide sanitary sewer service and construct a road widening for an institutional
development.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction of a public high school including school buildings, parking areas,
utilities and recreational facilities such as ball fields, tennis courts and a track. Specifically, this project will require
a culvert extension for the road widening of Rolesvile Road near the proposed entrance drive and two sanitiary
sewer crossings. Equipment such as bull dozers, bucket loaders, excavators and other typical equipment used for
land disturbance and construction will be utilized for this project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes ? No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ? Preliminary ® Final
Comments:
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Soil & Environmental
Name (if known): Steven Ball Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
USACE-site visit with Thomas Brown on July 28, 2010, AID#2010-01462. NCDWQ-site visit with Lauren Witherspoon on
September 27, 2007, Neuse Buffer Determination letter dated October 9, 2007 (NBRRO 07-226).
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
N/A
Page 3 of 13
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Future plans for the remainder of the property are not finalized or known at this time, but additional impacts to wetlands,
streams or buffers are not anticipated. Any future development will require compliance with Wake County Neuse and
Phase 11 stormwater requirements.
Page 4 of 13
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact number Type of jurisdiction
- Permanent (P) or Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Temporary T if known DWQ - non-404, other acres
W1 ? P ®T Open-cut Headwater ® Yes ® Corps 01
0
Sanitary Sewer Wetland ? No ? DWQ .

W2 ® P ? T Road Widening
& Pipe
Riparian
® Yes
® Corps
0.02
Extension ? No ?DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts 0.03
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact number Type of impact Stream name Perennial Type of jurisdiction Average Impact
-Permanent (P) or (PER) or (Corps - 404, 10 stream length
Temporary (T) intermittent DWQ - non404, width (linear
(INT)? other) (feet) feet)
S1 ? P ®T Open-cut UT to Harris ® PER ® Corps
19'
20"
Sanitary Sewer Creek ? INT ? DWQ

S2 ®P ? T Road Widening
& Pipe UT to Harris ® PER ® Corps
23'
16'
Extension Creek ?INT ?DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 36'
3i. Comments:
Page 5 of 13
PCN Form - Version 1.3 December 10, 2008 Version
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water impact Name of waterbody
number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary T
01 ?P?T
02 ?P?T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond Flood
Filled
Excavated
Flooded
Filled
Excavated
Flooded
ed
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ? No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 13
PCN Form - Version 1.3 December 10, 2008 Version
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ?Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason for impact Buffer Zone 1 impact Zone 2 impact
Permanent (P) or Stream name mitigation (square feet) (square feet)
Temporary T required?
B1 ? P ®T Sanitary Sewer UT to Harris
Creek ® Nos 1,207 901
B2 ®P ? T Road Widening and UT to Harris ? Yes 1
033 914
Pipe Extension Creek ® No ,
B3 ?P?T ?Yes
? No
B4 ?P?T ?Yes
? No
6h. Total buffer impacts 2,240 1,815
6i. Comments:
Page 7 of 13
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
S&EC completed a wetland delineation and Neuse River Buffer evaluation for the entire property in order to identify
natural resources so that the project engineer could design a site plan that would minimize impacts to the maximum
extent practicable. The project is proposing three impact areas, only one of which will be permanent. Impact S1 is
a proposed sanitary sewer crossing. This crossing has been designed at a perpendicular angle, and is a proposed
temporary impact to a perennial stream along with the adjacent riparian buffers. Impact W1 is also a proposed
sanitary sewer crossing. This crossing has been designed at a near perpendicular angle and is a proposed
temporary impact to a forested wetland. Impacts S2 and W2 is a proposed stream and wetland impact for a pipe
extension necessary for the road widening of Rolesville Road. This road widening, along with a sidewalk, is being
required as a result of the construction of the school.
And finally, it is important to note that the applicant is aware of the regional conditions associated with the
Nationwide Permits 39. With respect to residential development conditions (NWP 39-Regional Conditions section
4.0) the applicant does not anticipate any impacts to streams or wetlands associated with stormwater facilities,
there are no impact associated with single-family recreation facilities, there are no permanent wetland or stream fills
proposed within the floodway/floodplain and the stream classification for this project is C, NSW (i.e. not Outstanding
Resource Waters, High Quality Waters, Coastal Wetlands or wetland adjacent to these waters).
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion & Sediment Control plan will require measures to protect water quality during construction activities.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
? Yes ® No
Because all proposed impacts are below 1/10 acre of
jurisdictional wetlands and 150 linear feet of stream, the
applicant is not proposing compensatory mitigation in the
form of payment. However, the applicant does plan to
bring all temporary wetland impacts back to pre-
2a. Does the project require Compensatory Mitigation for construction contours, plant them with a wetland seed mix
impacts to Waters of the U.S. or Waters of the State? and allow these areas to re-vegetate through natural
regeneration. If however, after review of this application
the USACE/NCDWQ determines compensatory mitigation
is required in the form of a payment, the applicant will
utilize a private mitigation bank or the Ecosystem
Enhancement Program (NCEEP).
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps
? Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in-lieu fee program
project?
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 8 of 13
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: 0 linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): 0 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ? No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 9 of 13
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ? No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The stormwater devices being designed will provide the required ® Yes ? No
nutrient removal.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 16.5%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: The
project engineer is proposing stormwater devices to meet the required nutrient and TSS removal for the site. Please see
attached Stormwater Management Plan that has been reviewed and Approved by Wake County.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? Wake County
® Phase II
3b. Which of the following locally-implemented stormwater management programs ® NSW
? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ® Yes ? No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HOW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 13
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ? Yes ? No
letter.) Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and
Isolated Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version
2.1. The draft states that publically funded developments may or may not result in cumulative impacts. The
Rolesville High School project will be an institutional development. Please note that this project is located within
Wake County's jurisdiction, therefore the adjacent properties that have potential for development will have the
following regulations to protect downstream waters: 1) the Phase 11 NPDES Stormwater Permit Program, this
program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in addition to post-
construction stormwater management requirements; and 2) the Neuse River Basin Riparian Buffer Protection
regulations, these regulations require limited development within the riparian buffer area in addition to "diffuse flow"
requirements at a minimum and could require Best Management Practices that control nitrogen if diffuse flow
cannot be achieved. We anticipate that the DWQ will advise us if any additional information is needed.
4. Sewage Disposal (DWQ Requirement)
4a. 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. This property will be connected to the City of Raleigh
Sanitary Sewer System. The City will ensure that capacity of their treatment facility will not be exceeded.
Page 11 of 13
PCN Form - Version 1.3 December 10, 2008 Version
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
El Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? The NC-Natural Heritage Programs Virtual Workroom was used to search for elemental occurrences of state and
federally protected species in the vicinity of the project. It was determined based on the search that there are four elemental
occurrences that were found within two miles of the project boundaries. None of the four are listed as Federally Endangered
and two of the four are listed as Threatened by the State. See table below.

Cyperus Granite Granite flatrocks, other
1966-10-08 T
granitophilus Flatsedge rock outcrops
Granitic flatrock 2008
Lanus Loggerhead Fields and pastures
2006-06-29 SC
ludovicianus Shrike
[breeding season only]
Portulaca smallii Small's 2002-09-11 T Granite flatrocks and
Portulaca diabase glades
References: [NHP] North Carolina Natural Heritage Program. 2011. Internet-based search: Natural Heritage Program Virtual
Workroom <http://www.ncnhp.org> Accessed 26 April 2011.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ®No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? References:
(NOAH] National Oceanic and Atmospheric Administration. 2010. Internet-based search: NOAA Fisheries Essential
Fish Habitat Mapper <http://Sharpfin.nmfs.noaa.govlwebsitelEFH Mapper/map.aspx> Accessed 26 April 2011.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed. No
structures were observed during the wetland evaluation.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? ? Yes ® No
8b. If yes, explain how project meets FEMA requirements: N/A
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Page 12 of 13
PCN Form - Version 1.3 December 10, 2008 Version
Bob Zarzecki May 16,
Applicant/Agent's Printed Name 2011
ignature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Signature Page for Rolesville High School (WCPSS-H6 Project) Pre-Construction
Notification Application
Page 13 of 13
PCN Form - Version 1.3 December 10, 2008 Version
Environmental Consultants,
All Blanks To Be Filled In By The Current Landowner or Municipal Official
Name: - WN(kr CC&14'1 `( 601)te W E'0w W N
Address: 155 1 (Zml( C;L(AZW-y (W,,
a4(X) (gH r 14C. -2 7(, 10
Phone: 14 - 65(o •- 6 27 to
Project Name/Description: R QUO vt(,(,( l4iU4 S.4-00L 14(-) S&EC Project #
Date: 5 -13 -1 1
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn: oiy-\ -e 5
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current landowner or municipal official, hereby designate and authorize Soil & Environmental Consultants,
PA to act in my behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc. from this day forward. The 1'," 7H day of , 201 1
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, Is valid only for government officials to
enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site meeting prior to
visiting the site.
Fiz f a0 t d C?11 M
P ' roperty Owner's or Municipal Official's Name
5r Dl?ech-r.
cc: Ms. Cyyndi Karoly '
NCDENR - DWQ•'-?L?
2321 Crabtree Boulevard
Raleigh, NC 27604
Property Owner's or Municipal Official's Si tore
cc: Mr. Bob Zarzecki
Soil & Environmental Consultants, PA
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
AGENT AUTHORIZATION FORM
10078. W 1
[rrqjezdt Manager:
AC
Scale:
I " = 2,000'
Map Title:
U5G5 Map
Quarry and Rolesmlle Road
Site
Wake County, NC
Soil & Bnvi mnmental CawWtantr, PA
11010 Rw m Rr IP PA- Addati, HC ZM4
(9lv) wd900 • (919) bls-91st
Web Pop: www.saMEC=n
Date: Source:
01 / 1 7/06 l I Roles Alle Quadrangle
WA T? Michael F. Easley, Governor
0 A
0? QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Coleen Sullins, Director
-1 Division of Water Quality
o ?
October 9, 2007
Steven Ball
Soil and Environmental Consultants
10010 Raven Ridge Road
Raleigh, NC 27614
X11 OCT 11 2001
Soil E Ernt"ento CM h ABRRO#07-226
Wake County
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 2B .0233) (15A NCAC 2B .0259)
Complaint
NOV
Buffer Determination X
Incident # Appeal Call
Project Name: Quarry & Rolesville Road Site
Location/Directions: located southeast of the intersection of SR 2306 and SR 1003
Subject Stream: UT to Buffalo Creek
Date of Determination: 9/27/07
Feature(s) Not
Subject Subject Start @ Stop@ Stream
Form
Pts. Soil Survey USGS
Topo
A X X
B X X
C X Fla A03 Fla A06 X X
D X X
E X X
F X X
G X X X
H X X
I X Fla A02 X
J X Fla A01 X
K X Fla 77 X
Pond A X X X
Pond B X X
Pond C X X X
Pond F X X X

Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked N,o'ith Carolina
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be dVatMully
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
Quarry & Rolesville Road Site
Wake County
10/9/07
Page 2 of 2
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected
parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water
exists and that it is subject to the buffer rule may request a determination by the Director. A request for a
determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ
Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination
by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for
an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are
hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner. 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
determination is final and binding unless you ask for a hearing within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property
(stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries
should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army
Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
4?x. 0 601
Lauren C. Witherspoon
Environmental Senior Specialist
CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
RRO/SWP File Copy
Central Files
One
N x
Carolina
A(MAb
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

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Project Number: Map Title:
10078
W I
. SOIL SURVEY Map

Project Manager: Quarry and Role5ville Road
AC Site j Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
Scale: Wake County, NC [phone]•[phone]
I " = 1,320' Web Page: www.SandEC.com
Date: Source:
n 1 / 17/nc Wake County Soil Survey
z _,.
1
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10078.W I
Project Manager:
AC
Scale:
2,000'
Map Title:
U5GS Map
Quarry and Rolesville Road
Site
Wake County, NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd-• Raleigh, NC 27614
(919) 8465900 • (919) 849467
Web Page_ www.SandEC.com
Date: I Source:
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U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action ID. 2010-01462 County: Wake U.S.G.S. Quad: Rolesville
NOTIFICATION OF JURISDICTIONAL DETERNIINATION
Property Owner: St. Lawrence Homes, Inc Agent: Steven Ball
Address: 7200 Falls of the Neuse Road S&EC
Suite 300 11010 Raven Ridge Rd.
Raleieh NC, 27615 Raleigh, NC 27614
Telephone No.: 919-676-8980 919-846-5900
Property description:
Size (acres) 143 Nearest Town Rolesville, NC
Nearest Waterway Buffalo Creek River Basin Neuse
Coordinates N 35.9060° W -78.4424°
Location description The protect site is located southeast of the intersection of Rollesville Rd, and Ouarry
Rd, south of Rolesville, Wake County, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetland on your property have been delineated and the delineation has been verified
by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed
and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on August 30, 2010. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Action ID. 2010-01462
Page 1 of 2
NOTE WETLANDS SHONN ON 1169 PUT WERE DEUNEATED
SY SOIL 6 ENVIRONMENTAL CONSULTANTS. PA
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SASS•N IE KENNEDY, MIC. JOB NO. 10D9S

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DAU, WXON ? KENNmv, INC. JOE. No. 100911 WETLAND DELINEATION MAP SHEET
10 CON6M71NG fiNWNEER6
p9 n"+l6 x1.. m DATE Da-18-70 FOR
116[16114 409111 66013..6 nwl 6
.WANE L2DDN /vt 117 DRAWN BY GPt.I 5T. LAWRENCE HOMES, INC.
w+vn 20111182, 1/011.. ""Lm vat OF
wwp? of 2w,Ifl w. APPROVED SY WAKE FOREST TOWNSHIP WAKE COOMY ROLESVILLE, KC 6
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Information for PCN Application for H6 High School
Compiled by The Wooten Company
4/15/2011
Wetland Impacts:
1) W1: Temporary Wetland Impact; this is for the 8" gravity sewer crossing through
wooded wetlands. The wetland will be seeded and converted to grassed wetlands
upon completion of construction, therefore making it a temporary impact.
Temporary Impact Area: 451 square feet
2) W2: Permanent Wetland Impact; this is for the extension of storm drain pipe into
wooded wetlands in order to widen Rolesville Road. There will be 14 LF of 48"
RCP extendsion from the existing 48" CMP into the wetlands. This area will also
be permanently impacted with road widening, sidewalk and grading.
Permanent Impact Area: 1,010 square feet
Stream Impacts:
1) S 1: Temporary Stream Impact, this is for the 8" gravity sewer crossing of the
stream.
Stream width: 19 LF
Impact Length: 20 LF
Temporary Impact Area: 382 square feet
2) S2: Permanent Stream Impact, this is for the 14 LF of 48" RCP extension from
the existing 48" CMP and additional Rip Rap into the stream.
Stream width: 23 LF
Impact Length: 16 LF
Temporary Impact Area: 348 square feet acres
DWQ Buffer Impacts:
1) B1: Temporary Buffer Impact Zone 1; this is for the 8" gravity sewer crossing of
the stream through the property.
Temporary Impact Area: 1,207 square feet
B 1: Temporary Buffer Impact Zone 2; this is for the 8" gravity sewer crossing of
the stream through the property.
Temporary Impact Area: 901 square feet
2) 132: Permanent Buffer Impact Zone 1; this is for the road widening through the
stream buffers.
Permanent Impact Area: 1,033 square feet
3) B2: Permanent Buffer Impact Zone 2; this is for the road widening through the
stream buffers.
Temporary Impact Area: 914 square feet
Rolesviile High School (H6) RATIO Architects, Inc
ADDENDUM NO.4
DRAWING CHANGES:
C100 - Overall Site Water and Sewer Layout
1, Added call outs for beginning and ending stations of waterline profiles.
C101 - Site Water and Sewer Layout
1. Adjusted leader at relocated utility pole located near intersection of Rolesville and Quarry
Road.
2. Delete block note "Portion of Public Sewer main Between Manhole No. 4 and No. 7 is not in
this Contract. Sewer to be Constructed with Future Development.'
C102 - Site Water and Sewer Layout
1. Revised annotation changing "Future Property Line" to 'Future Development Phase
Line."
2. Revised annotation at water service to new non-freeze yard hydrant changing from "PVC"
to "Type K Soft Copper Service."
C103 - Site Water and Sewer Layout
1 Revised annotation changing "Future Property Line" to "Future Development Phase
Line."
2. Deleted block note "Portion of Public Sewer main Between Manhole No. 4 and No. 7 is not
in this Contract. Sewer to be Constructed with Future Development."
3. Deleted annotation" "Manhole No. 4 in Contract. Remaining Public Sewer Main North of
Manhole No. 4 is Not in Contract."
4. Changed Public Sewer Alignment at Stream Crossing: Manhole No. 3 Station Changed to
"STA. 17+22.59, and Manhole No. 4 Station changed to STA 18.+71.67"
5. Add Note at Stream Crossing: "See Details for Bypass Pump Around During
Construction."
6. Change New 1" PVC Water Main to Non-Freeze Hydrants to 1/4" Type K Soft Copper
Water Service."
7. Delete Annotation: "New 2" PVC Water Main Served From Building."
8. Add Annotation: "1" Type K Soft Copper Water Service."
9. Add: 1-New 1" Domestic Water Meter, 1-New 1" Gate Valve, 1-New 1" RPZ Back
Flow Preventer (FEBCO 825 Y & YA, or Approved Equal)."
10. Add: 1-New 1" xi" Tee, 2-New 1" x 3/4" Reducer."
ADDENDUM NO.4
Rolesville High School (1-16) RATIO Architects, Inc
C104 - Overall Site Water and Sewer Layout
1. Revised annotation changing "Future Property Line" to "Future Development Phase
Line."
2. Revised Annotation" 3" irrigation Line (See Irrigation Plans) to 3" N.P.W. Irrigation Line
(See Irrigation Plans)."
3. Delete Annotation: "New 1" PVC Water Service Main, (Connect to Water Main Stubbed 5'
From Building, See Plumbing Plans)."
4. Delete Annotation: "New 2" PVC Water Main Served From Building."
5. Delete: 2" water service and associated valves and fittings from building to softball field,
baseball field and greenhouse building.
6. Delete: Annotations associated with 2" Water Service from Building: "1-New 2"x2x2" Tee,
2-New 2" Gate Valve", and "New 2" PVC Water Main Served From Building."
7. Add: 1" Tapping Saddle on 8" DI Main to Softball Field.
8. Add Annotation: "New 1 " Type K Soft Copper Service to Softball Field."
9. Add: "2" Tapping Saddle" on 8" DI Main to Greenhouse Building.
10. Add: 1-New 2" Domestic Water Meter, 1-New 2" Gate Valve, 1-New 2" RPZ Backflow
Preventer (FEBCO 825 Y & YA, or Approved Equal)" serving the Greenhouse Building.
11. Revised Annotation: Change "PVC" to "Copper" in annotation: "Stub 2" PVC Water Line 1'
Above FFE, See Greenhouse Plans.
12. Add: 1" Tapping Saddle on 8" DI Main to Baseball Field.
13. Delete: 1-New 1"x1"x1" Tee, 1-New 2" Gate Valve, 1-New 2"x1" Reducer at service to
baseball field.
14. Revise Annotation: Change "PVC" to "New 3/a" Type K Soft Copper Water Service" in line
serving baseball field.
15. Add: 1-New 1" Tee, 2-New 1" x 3/4' Reducer" at service to baseball field.
16. Add: "1-New 1" Domestic Water Meter, 1-New 1" Gate Valve, 1-New 1" RPZ Backflow
Preventer (FEBCO 825 Y & YA, or Approved Equal)" serving the baseball field.
C105 - Site Water and Sewer Layout
1. Delete Annotation and Leader: "New 6" PVC Sanitary Sewer Service Line."
2. Revise Annotation: Change 8" to 6" New DI Water Main servicing visitor restroom building.
3. Delete: "l -New 6"x3" Tee, 1-New 3" Gate Valve" at branch to visitor restrooms.
4. Add: 1-New 2" Tapping Saddle" at branch to visitor restrooms.
ADDENDUM NO.4
Rolesville High School (1-16) RATIO Architects, Inc
5. Revise Annotation: Change 3 D("to "2" Type K Soft Copper" water service line.
6. Delete Annotation: "New - 2" PVC Water Service Line. -1-New 3"x2 Reducer.'
C106 - Site Water and Sewer Layout
1. Revised annotation changing "Future Property Line" to "Future Development Phase
Line."
2. Add: "1-New 3/4" Tapping Saddle" at 12 DI Water Main for service to non-freeze yard
hydrant at multi-purpose fields.
3. Delete Note: "New 1 " PVC Water Main. Served from Building. Do Not Tap to 12" DI Water
Main."
4. Add: "1-New 3/4" Domestic Water Meter, 1-New 3/4" Gate Valve, 1-New 3/4" RPZ
Backflow Preventer (FEBCO 825 Y & YA, or Approved Equal)" serving the baseball
field.
5. Revise Annotation: Change 'PVC" to "DI" water service at Concessions Building.
6. Revise Annotation: Change the following after the 4" gate valve on the branch serving the
concessions building:
Delete: "1-New 4'"x2" Reducer.
Revise: "2" Meter" to "4" Meter.-
Revise: "2" Gate Valve" to "4" Gate Valve."
Revise: "2" Backflow Preventer° to "4" Backflow Preventer.
Revise: "FEBCO 825 Y & YA- to "FEBCO 825 YD."
Revise: "2" x 3" Increaser to 4" x 3" Reducer."
C107 - Sewer Profile
1. Delete note: Manholes No. 5, 6 and 7 and the Sewer Main Between Manhole 4-7 are Not in
the Contract."
2. Delete: "(Not in Contract)" for all pipe profile annotation.
3. Revise: Manhole No. 3: STA: 17+22.59, MH Top = 388.48.
4. Revise: Manhole No. 4 STA: 18+71.67, MH
5. Revise: Sewer profile slope Ex MH upstream to MH No. 4 - change from "0.50%" to
"0.40%".and revise: manhole drops at Manhole No. 1 to Manhole No.O. 3 - Change from
"0.20 ft to "0.10 fC drop.
6. Add: Annotation to profile: "See Bypass Pump-Around Detail Sheet C109."
C109 - Sewer Profile & Details
1. Add: "Detail W-21"
2. Add: "2/C109 Temporary Pump Around."
ADDENDUM NO. 4
Rolesville High School (H6) RATIO Architects, Inc
C110 - Water Details
1. Revise: "Detail W-5."
C111 -Waterline (Alignment #1) - NEW SHEET
C112 -Waterline (Alignment #2) - NEW SHEET
END SECTION
ADDENDUM NO. 4
Information for PCN Application for H6 High School
Compiled by The Wooten Company
4/15/2011
Wetland Impacts:
1) W1: Temporary Wetland Impact; this is for the 8" gravity sewer crossing through
wooded wetlands. The wetland will be seeded and converted to grassed wetlands
upon completion of construction, therefore making it a temporary impact.
Temporary Impact Area: 451 square feet
2) W2: Permanent Wetland Impact; this is for the extension of storm drain pipe into
wooded wetlands in order to widen Rolesville Road. There will be 14 LF of 48"
RCP extendsion from the existing 48" CMP into the wetlands. This area will also
be permanently impacted with road widening, sidewalk and grading.
Permanent Impact Area: 1,010 square feet
Stream Impacts:
1) S 1: Temporary Stream Impact, this is for the 8" gravity sewer crossing of the
stream.
Stream width: 19 LF
Impact Length: 20 LF
Temporary Impact Area: 382 square feet
2) S2: Permanent Stream Impact, this is for the 14 LF of 48" RCP extension from
the existing 48" CMP and additional Rip Rap into the stream.
Stream width: 23 LF
Impact Length: 16 LF
Temporary Impact Area: 348 square feet acres
DWQ Buffer Impacts:
1) B 1: Temporary Buffer Impact Zone 1; this is for the 8" gravity sewer crossing of
the stream through the property.
Temporary Impact Area: 1,207 square feet
B 1: Temporary Buffer Impact Zone 2; this is for the 8" gravity sewer crossing of
the stream through the property.
Temporary Impact Area: 901 square feet
2) 132: Permanent Buffer Impact Zone 1; this is for the road widening through the
stream buffers.
Permanent Impact Area: 1,033 square feet
3) 132: Permanent Buffer Impact Zone 2; this is for the road widening through the
stream buffers.
Temporary Impact Area: 914 square feet
~ ® i i
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i i j
~ ~ NEW 12" DI WATER MAIN, ) ; i i` I
; SEE OFF SITE UTILITY ® ~ i NEW 12 DIWATER MPJN,- LATER MPJN, i ~ ~ I
0 PLANS SEE QFF SITE UTILITY ppd. ~ ~ E UTILITY , ( WATER LIPVf i 13wsaer
PLANS
1" 1 ~ ~ F..:} ~ ~ I ALlGN~lf~T 1 ske C®unt~ Public Soho®i System I I ~ a I ~ 5551 Rock Quarry Road
r ~5 S.. ~ d t':i i..:: l I SfGlN STA. a 0® Raleign, Nc 27610
r ® i~`~ E I J fSEf SHEET C19~~ (919} 850-1600 I
f NEW S" PUBLIC x~ ~ r
1 j ~ F~ ~ i l ~ f SEWER MAIN , ~ ~ I ~ - - - - - - I Architect __I-
i f ~ 1 p, 1" ~ F~ ~ TIO Architects, Inca ` 135 E Mae#in Street, Suite 101
I / ( ~ Raleigh, NC 27801-1371
~ , (919} 821-0805
Existin ~
~ 4 ~ r fM (t f~( lNetlands ~ ' Structural Engineer
~1 1 , NEW 12" DI LH ENGINEERS
t ~ ~ f ~ WATER MAIN 1015 Wade Avenue Raleigh, NC 27605
F ~ ~ i I ~ ~ {919} 832-5587
i j '
t ~ i' T, ' ' f. 1 e_ ~ , a I I Plumbing/~AechanlcailElectricaltCivil _
! f ~ ~ The o~tert Company
f ~ ~ ~ ~ ~ ~ ~ 120 North BDylan Avenue
SEE ROLESVILLE RQAD ~ t ~ Raleigh, NC 27603 f (919}828-0531 ~
~ WIDENING PLANS i ~ ~ ' ~ ` ~ ~ , . ~ 0
roa t~~/,. 0 f l I ' ~ d; ~ ~ ~ Civil Engineer
~ / j ~ ~ 1 r l assn Ninon ennedyq Inc,
I I C 1 f k - a r Q s 6310 Cha el Hill Road, Suite 250
/ c E e~.. , Raleigh, NC 27607
' i ` ~~;y`~' _ 919 851-4422 i ~ ~ ( }
1 r . ~ B'' I f ~ , ° R!P,F ~I ~I
t ~ ~ h~EA~ d e , r Roofing Consultant
, ~ ~ ~ ~ 1' ~ ~ ~ ~ _ _ it 1 i ~ ( 1/ StaffordC~nsulting Engineers
11 3 § S 4 9 ~ ` ~ ~ ii' ~ n+ 136 Edinburgh South Drive ;Cary, NC 27511
~ : , ~ fSE SHEET CF1~ z \ I i (919}461-8125
1 I ~ M9
1~'~~ + I , 6 ,-v.-, ~ I Food Service
I/ I - ~ d ~ ~ I i F~c~esigrq Associates
r= ~ o ~ ~ i ~ # , _ ~ 5828 t7ak Drive
r , II „ I ~ ~ ~ J p o ~ 1IGI~ , . G f ~ , i ! A~ f Y / ~ I" Charlotte, NC 28227 ~ ~ ; ~ [phone]
I~.. / ~ {I.- ,1 ~ ~ ~ W S UI N G~ r
G,; ~ :~r ,E T R I~u~AIN ~ I~ Landscape Architect
~ ~ ~ li~ I 1. ~ 6 i 1 i ,i - - I N6ceel~ Ass~cietes
-~1 ( ~ r. s~ f ,t t i ~ i 5501 McNeely Drive
p ~ I ~ ~ ~r`' EW ~ ~ r ~ _ ` _ WAT~ EW ~ 12" DI ~ ~I ~ Raleigh, NC 27612 '
ill. , ! ~ L - ' ~ /SWAT MAIN I ' ~ ; [phone]
I ~ ~ ~ o ~~1i~,1 t _ -
( t ~ K ~ r u ~ Theater Consultant i'
N. ~ I ~ + ,r i i ~ f I ; ` ~ ~ Stageworks j f ~ ' ~ 1100 Capital Blvd
,I ~ ~ i * t. III ' ? ~ ; ~ Raleigh, NC 27603
~ ~ p i [phone]
~ ~ 11 ~ ~ ~ ~ ~ i r - ~ a~ NEWS DI „ , NE S I ~ I
FIRE MAIN o ~ ~a SEE I I ~ R MAIN ' ~ ~ ~ ~ f NEWS PUBLIC i i
~ ~ I ~ r SEWER MAIN ~fli ,
' ntr: m f sr d. a ' ~ j it ~ I ~ ~ti~~~
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~ , f ~ NEB HIGH ! W I , n`~ E~ ' I Imo. ~ ~ I
SCHOaI. ~U~L[}~NG o i ~~~=~~9a{~~ ~ i I;~ e I -
, l /"y. ~ + r ~ ~i~ I~ ~ I
Exist~h Sanitar Sewer ~ ~ ~ ~ ~ - 9 Y ,r~ ~ ~ ; p, f „r r a r_'1... ~ ~ n a~-. - ~ { p'.
t t + a II III I, I ; ~ SHEET ISSUE 04.08.11
r ~ „l i b ~ I~ - - - ~ I,i , ~ ~ ,
~o.i, - _ ai ~~i~ ~1111~ I I I I ( ~ ~ ~ ~ ~ ! Q RESPOND TO C.(7.R.P.U.~. CQMMENTS 5110!11
NN I~ fl f i ~ I l l l I t I '
~ ~ ~ ~ r~ e I~~ ~ ~i ~ 11. a !
~ ~S ~ - I ~ I ~ _ v - ~ ~ .I ~ I ~
~ f ~ ~ 1~ ~ n _a`~~ ~ U _ I
_ ~ NE 12" DI WATER MAI LAIN ~ ~ - I ~ ~ _ -
~ ~ I i ~ -T- _r_ ~ ~ ~ W,~TER .LINE ---I ~ (~i i l ~ I
~ ~ NEW 6" SEWER y - ~ ; - AC~'GtV~~ENT 1 1 t - ~ ~ ~ U ~ U ~ I s 1 ~ , _
SERVICE ; ~ ~ ~ ~ 1~ END STA. 23+29, 5 +l- ~I~IIIIIII~- ' ~
{ 9 i [ 1 ``ill;' - I ~ c ~ ~
i;{ i~ ~I r a I I i ~ ~
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,iiq~ , Ir I I ~ I i~ j
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p ~ ~ WATER LINE - t ~ ~ I l
1 1 j _ x I I~, CHECKED BY
- I 4. ~ ~ I li BEGIN A. ~ ~ I rf V81~ i
~ III y--~ ~ I HE • , f ~ BJPQ , I I i ~
NEW 12 DI WATER MAIN, i ~ _ ~ ~ _ _ I ~
SEE OFF SITE UTILITY I ' ( ~ , :~-T ~ ~ APPRQVED BY ~ ~ M-~at ~ ~ ~ ~
PLANS - ~ ~ - ~ i ~ ~l~~l ~~I(I( ~ a i_, ~ I ~ 4' i
ttN I FDR ~ ! ~ I ~ ~ ,
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~I a ~ ~ ~ i~ ~ , a - f ~I PROJECT NC.
o i:.^ ~ ~ ~ ~ ~ ~ < ~ 11002 i I
~ - o I - I I ~ COPYRIGHTNDTICE THIS ARCHITECTURAL ( ' ,i.,
~ i I, ~IIII II a~~~~~~ I AND ENGINEERING DRAWING IS GIVEN IN j i ~ CONFIDENCE AND SHALLBE USED ONLY
~ , ~ ~ ,W I PURSUANT TO THEAGREEMENTWI7HRATID I ARCHITECTS, INC. ND OTHER USE, '
~e ~ i I ( ! I I~[ I, I DISSEMINATION OR DUPLICATION MAYBE ~ MADE WITHOUT PRIOR WRITTEN CONSENT
I ~ I , ~ ~1 ~ F ~x;~~ J~ OFRATIDARCHITECTS;INC.ALLCOMMON EXISfFl1g NeighbOrHppd ~ ATI OTHERWHSEAREHEREBYSPECIDFICALLY
~ ~ I / a , rnrr~ ~ It7t`fQStCUCtGCL I RESERVED.
I tr~ ~ tr a I I I SHEET TITLE
~d e~. _ , ~ ~ I - ? _
M ~ _ v P° ~~-r it
N b -
t WATER MAIN - - - _ - tr
SHEET NUMBER
120' 60' 0 120 240` 480'
SCALE: 1'' = 120'
i_

' ~ ~ ~ i, r / F
~ i~ F F _ i
N N ~ / THE POR F PU®LIC SEWER BETWEEN ! '~,m 1 ~ i ~
1 MANHOLE NO> 4 0. OT IN THIS ~ CONTRACT. SEW STRUCTED ~ ~ J i~ of prlk ~ ~ ~ - ~ ~ ~ ~ - Ex.TGp..__ 3o g~~fer,,,t _ ~ - ~
WITH FUT EVELOPMENT. ~ ; ~ / I r "3 / . ` Riparian ~ _ ~ Neese .
NCO a ""f .e ,~''f
m 7 , ~ ~ C ~ -n /
~~i ~ m i ~ ~ I r ~o e~llfPr ~ ~ : ® m Neu~Ri~~' -
`i . ~ ~ / ~ i
' ' ~ / I ~ ,f
~ M ENO, '.4 IN C4N / , 1 ~ ~ I ] ~ ;1 a~ner
~ REMAININ ER ~ MAIN ~ eke C®~nty Public S~haa~l System
SEE ROLESVILL ROAD 1 ~ ' l ~ ~ NORTH UH O.4 IS ' r WIDENING PLANS ~ ~ THE CONTRACT. / , ~ \ I 5551 Rock Quarry Road
` NEW 12" l~l WATER MAIN ~ / o ~ ~ a 0 , ~ j - Raleigh, NC 27610 919 850-1600
S FF SITE UTILIT`~ ~ ~ EEO / ,
IVi ~ PLANS ~ / ` t ~ . I I __A_I ~ ''~I~(~® ~
~ ~ i / ` A ~ - ~ Arahiteot L
~ ' ' ~ ^ \ o , ~ TIO Architects, Into \ 135 E Markin Street, Suite 109
~ ~ t~ MANHOLE ~ ~ Raleigh, NC 27601-1371
~ l r r•. ~ ~ F (919}829-0805
t ,A STA 1,;:~,~ ~59
rr \ / ' \ • r ~ ~26~~:~ A~~" ~ ~ Struotaaral Engineer
r~r,~~ , . LHC ENC~INEE~S ^
~'J P ~ , • . l ~ ' h r~ . ~ ~ _ 1095 Wade Avenue 3 ® I ~ ~ Raleigh, NC 27605
I ' ~ (919}832-5587 ~ ~ ~
~ , I ~ I~ 1
1 M LE NO, 4 Pi urnbinglf~echanicallEleotrioai/Civi i
c~, III , The ~cten ornpa~y
`i S A,~ ~D i:67 i' Exis6h Weffands e, " ~ I 9 ~~J~ 37 ~ ^ 120 North Boylan Avenue ~
~ I` I i Raleigh, NC 27603 ~ (919} 828-0531
I ; ~ I ~ • ~ ~ I
" ~ ~ s~ DET ~s ~ ~ DYPASS: I ~ ~ , ~ ~ ~ ~ ~ Civii Engineer _
1 PUP UUIV® 'DURING I ~ I ~ f / ~ ~ Sass Ni~cn tCer~~ed Inc. \ \ \ 9 ~4
~ ~ . I ~ CD STR CTl~3N ~ r 0 ~ ~ 6310 Chapel Hili Road, Suite 250
~ ~ 1 ~ ~ I ~I ~ (919}g 5 -4422607 I'
- ~ F TUBE DEVELOPMENT x I ~ 1 ~ ~ , -fir . P 1
P ASE LINE ~ y~' I ~ ~ ~ I g ~ ( iII ° ~.tia ~ - . ~ NE 7" ~I,'r S~fCA E TE, f ~ I
f: ~ -fir ~ I EW f" ; 1 ~ ; Roofing Consultant _
- I 4 1 r I . ~ I ~ ' ` ~,~i 1"' ~P~~ ~AG~ R~`°~"~6~°TE~ t Staffed oras~ltmg Engineers ~ ~ +~t,1, ~ k J~ , / 130 Edinburgh South Drive
I r ; ` ~ I f ~ ~ ~ / ~ Caly, NC 27511
F• I I ' ' ~ ' i ~ j [phone]
i~ I r I I ulic , ~ . 6 1 °NEW 1"xt" TEE 1? 1 2-NEW P'x'° REDUCER NEW 1°° TYPE ~l SOFT
~ ~ f ~ ' 1 Food Service COPPER WATER SERVICE
Sewer C~~lec~i~n 8 E~~en~i~n s~et~ ~ ; ~ ~ I Y t- i~ . ~ A ~ ~ ~ ~ Foo®esign Associates
The Ci of Ralei h consents to the connection and extension of ~ ly'" ? ~ ~ g ~ I - 5828 Oak Drive ' Charlotte, NC 28227
the Gity s public sewer system as shown an this plan. The material ~ ~ ~j ~ ~ I ~ ~ ~ I and construction methods used for this pro'ect shall conform to the i ~ ( ~ ~ ~ ~ I I~ _ ~ , - ~ - _r ~ _ ~ ~ _ - - t7o4}545-61x1
J ~ ~ i I standards and specifications of the City°s Public Utlities Handbook. t f
~ , I - -~c- P ~ ~ ~ ~ ~ x x x k Landscape Architect
City of Raleigh f ~ ~ • I Public Utilities Department Permit f~ ~ , I ~ ~ ~ rFl~~~,~,;"'"Y~. '~SUFT ~ INaNeely As~~ciates
~ ~ , ~ NEW ~,e ~y~~~, 1~~Sar~"!' 5501 MGNeBiyaFlVe y~ ,s ~ E R~'lCE ~ "
~I ,4uthoriaation to Construct r ~ I i ~ ~ ~ ' ~ - ~ 1 ~1' : ~ i ° COP G~~~~~ ,~~~i~'dC`"~~ ~ Raleigh, NC27612
Date ~ I i~ ~ ~ ~ ~ , " , [phone] i All ~ ~ACI~
i i • I ,4- ~ ~ 1- "GAT Theater Consultant _
i I i ~ ~ . , J 1-NE~d DUC~ Stege~earks
w ~ I • ! I r , / ~a - J ~ 1100 Capital Blvd
r~~ ~ ~ I • I i ~ ~ Raleigh, NC 27603
l Sewer C~Ilec~iro 1 E~tensi~~ S she ~ ~ I Y I 2- N(}N EZE ~ ran (919) 839-22x8 d ~ D HYDRAN ~ A x
~ ~ ' The City of Raleigh consents to the connection to its public sewer ' " ~ ; I
li m a ~ I ~ ' I ANH System and extension ofthe prrvate sewer co ectton syste s MANHOLE NC>2 ~ ~ ~
I shown on this plan, The material and construction methods used ~ ~ I STA, I STA, 1+13.27....../. - _ ~~~I,>g~~~~,~r~
for then protect shalB conform to the standardsand specifications ' ~ ~ ~ I 1i3 I of the City's Publie Utifties Handbook. ~ ~ ~
~ ~ 4 fl ~ ~°~C® 5~~~~`® A ~
' ~i City of Raleigh ~
Public Utilities De arbment Permit ~ ~ ~ ~ p ~ ~ ~ t i S~A,J_ a
~ , Authorisation to Construct ~ ~ ® ~
~ ~ fir- , -fir ~ ~ / C ~ O~
Date -fir' ~ A ~ ~
t w t; /
-ak- ~ -fir r ~ -,L- l ~ -
O J V (S~lLlto / /
ater istriuti~n ~ ~~tensan Systems / . ~ ~ ~ -
The Ci of Ralei h consents to the connection to its public water ~ ~ / ~ g . / • System and'extension of the privatev~ater distribution system as k -sle-; -sk- ~Ir ~ plc- ale / v
I I," shown on this plan. The material and construchan methods used NEW SOFTEALL FIELD sHEET issuE_ o4.oa11 i
for thispraject shalF conform to the standards and.specifications i
i ~r -sk- Jr / 2 Q of the City's Public Utilities Handbook. ~ ~ . / / ~ i Q RESPOND TO C.I~.R,P.U,D. COMMENTS 5/1Q111
; ; ~lr -fir -fir -fit Ci of Ralei h h
kY g / Publie Utilities De artment Permit ~ ~ e ' ' p i~ ~ ~ i ~`A / ~ /i
~i ~ ~ -fir j ~c ~Ic- -sir ' t , I / S - -
Authorisation to Construct ~ ~ ~ / NEW ~ ~ I ~ /-r _ ~NE~ S" SANITARY ~
1 SEWER MAIN Date i~ ~ / SE4~ER MAIN ~ _ ~A ~ l ~
/ . ~k ~ ~ -fir -fie- / i\~ ~ ~ + ,~/V ~ -
/ . - -
TT~ ~~4d ~ ~ CT~~ ~ fir- -fir -fir- -fir /
The Consfruction Confracfor resp©nsible fcrthe extension caf
l ~ ~ ~ / PROPOSED C rvaterandserverasa rovedinthese /ans isres onsible Pf~ P A 'RCP45ED CITY OF RALEIGH
I ~ ' S ITARY SE ~arcvnfacfingfhePub/icWcr/rsDeparfinenf atB3? 669f1, and , / the Public f/tiGfies LJepartment af85T-45~fJ afleasffrvenf{~taur I a , ' ~ ~ ~ ~ / SANITARY SEINER EASEMENT NEW l3" SANITARY - - SEWER MAIN
hours,orivrfobegrnninganyaffheirconsfrucGan, a ~ l '
P ~ 7 POND ~ ~ ~r -~r.,:,.,_ ~r / . I
" r i dv ne of e rn rn l Fai/ure tonaf~ybafhCfylJeoarfinenfs rna a e b,g n g I ~ ~ / construction, svi//resulfinfheissuanceafmanefaryfines; and ! ~ ' 111 / + ~ I
r wire reinstallation ofan waterorsewerfacilities notinspecfed ~ Ill ' ~ / eq y , ~ , I
a s s re s ul t o t fh is n o tifi c a fi o n fa ilure E X0.1 / i ~
Failure fo callfor/nspecfion, /nstaUallorvnsfieamP/ug, have S~~TA. 11~ .75 MANHOLE N0, 9 CHECKED BY
Perm/tfev'P/ans an fhe Jvbsife, oranyafher t~olatian of Cifyof ~ o ~ ~ STA.13~~0>~1 e~PQ e ~e~g~`' ~~ti
EXISTING MANHOL 125 ° Ralei h Standards avil/resu/fin a Fine andPassible Exclusion ~ ~ ' 9 1 X204°31°12" Z P~ ~
fromfufureWOn'rinfheCifyofRaleigh. STA> 1t~+Cl(},OO r ~ , . ~ _ ~ ~PP~QViD l~v ~ ~ 1 °
X166° 36' 26" ~:I ~w _ . " , J i ~ / + FDR U ~ I
- ii i ~ ~~~1
`.r-' ~ / I i ~ ..tee ~
' PROJECT NO. ~ i V~~
f' NEW TENNIS COURTS, TYPe ;11002 I
~ ~ ~ I ~ COPYRIGHT NOTICE THISARCHITEGTURAL
' ~ MCI NC'. `i~ . ,
~^q ~ AND ENGINEERING DRAWING IS GIVEN IN i MANHOLE NC}> ~ CONFlDENCEANDSHAL BE USED ONLY ~ F~iRSUANT TO THE A: KEEMtNT WITH RATIO _ y ARCHITECTS,INC NOOTHERUSE,
I r STA, 12+~l,~~ + I I MADE WI HOOUTPRI~RV^JRIAE CONSENT
r ~ ~a CORE P~RILL INTO EXISTING ~ ~ ~ ~,go p ~$i° OF `tATIO ARCHITECTS, ING: P+L CU~.iMON i `t I U~V1' W~'H lS O~GOPYRIGHTA~ID f-'g OTHERWISE ARE HEREBY SPECIFICALLY
I ' St~NITAR~ SEWER (vI~NHOLE °~.,w _ RESERVED..
~ EX~st,n ss~H ~ NEVI 6" S ITAR + SHEET TITLE
f g ' - ~ i f2rm~ 380.&0 SEWER SERVICE AI
~ / Inv Outs 274.00 ~ ~ -a~
~~l { r(f Rrtloh,h ~ I
~anitaryySewer Easement +
Existin 'v!'etlands ~ MANHOLE NO. 2 , 4°+ID
f
At d,
40' 20' 0 40' 80, 120' YCN RIM-3 84.75 INVe IN®379.20 INV. OUT-3 79.00 (FINAL GRADES PROV) E LY A DU SHEET NUMBER
VERIFY FiNiSHED GRAO AKING 1M EL NATION) -
/ e EII _
SCALE QI I I I ~

- ~ ~ i
- _ -
SANIT Y SEWER OUTFACE PROFILE
T Ta
L IL"a~, _ 1
_ ; - ~ ~~ner
- eke County Pu~~ic Schoo9 yst~rn
j 5551 Rock Quarry Road
a _ ~a w dy my Raleigh, NC 27610 - tCf ~d [phone]
c~ cN ~ ~ _
c~ cc tV ~ t 9 Architect
- W- ~ ~ e - - o ~ 9 TI®Architects, jn~,
_ ~ ~ i ~ I`" - 135 E Martin Street, Suite 101
~a~ ~ _ _ Raleigh, NC 27601-1371
[phone]
i ~ _ ~
Structural Engineer
i ~ LC ENGINEERS ' ~ -
o c~ ~ ® ~ - 1015 Wade Avenue f Raleigh, NG 27605 - -
- [phone] I
+n T _ _ _ _ _ - - - I
B ~ PlumbingJMeohanioalJEleotricalJCvil
- ~ ®Q- _ ~ ~.d _ _ ! _ Thy oot~n C®rn~any
120 Narttr Boylan Avenue
I- I- - - Raleigh, NC 27603 ~ ' [phone]
i _ '
- ~ ? Civil Engineer
--~~~e sss, s~®n enn~d, 6n~,
6310 Chapel Hill Road, Suite 250
J_ Raleigh, NC 27607 r ~ (919}851-4422
~ ~e D~ ANT ~
_ Y - EW ~ ~
os ~ P~ ANI _ - - ~ i` Roofing Consultant
T"ARY -Wf - ~ St~ord ®nsulting Engineers ® - 130 Edinburgh South Drive
~r _ Gary, NC 27511
oc~ . Z [phone]
~ ~t _ -
4~ ~ Food Sec~loe
~ z - - mo E®oD~sign Assoc~~tes IB
E ~ E _ _ ~ ~ I 5828 Oak Drive Charlotte, NC 28227
(704j545-6951
_ ~
~ ~ ~ Landsoape Architect '
11+00 12+00 13+00 14+00 15+00 16+00 17+00 1 00 7+40 1~+pp 19+OC 2®+40 - 'eely Ass®~oates
5501 McNeely Drive
Raleigh, NC 27612 [phone] '
Theater Consultant
" - °~orks '
1100 Capital Blvd
;sleigh; NG 27603
[phone] I '
H4RIZ(JNTAL SCALE 1°~40° ; - '
VERTICAL SCALE< 1""®4° ~ I
~ ~ S EA ~ m
° Lam a
02~g~3 ~ m
1 e a 8 ~ Aa ~ ~ ~~'~111 ~
~,~~.r. °C°0~ i
SANITARY SEWER OUTFACE PROFILE (OONTINUEDI
'
_ ~
~ d- ~ SHEET ISSUE 04.08.11
i
- ~ Q~RESPOND TO C.0 R P.U.D. CCJMMENTS j 5/1DI11 I
r ~ ~
z i 1 I ~
r~ + ~ '
- / ~ '
~ . a- ~ i ; -
~ - ~ m J
+ -9- - -
_ 1- _ , p
4t
Sewer ~Ilecti~n I F~-~tensi® yste
The City of Raleigh consents to the conneotion and extension of the City's public suer system as sho~vn on this plan. The material
~ _ _ and oonstruction methods used for this project shall conform to the 4-
' standards and speoificatiorrs of the City°s Public Utilities Handbook.
City of Raleigh -
~ ~ GHEGKED BY Public Utilities ?aparkment Peemit ~
> I
` ~ Authorization to Construot ~ BJPO ~ F~~~ ~ i ~ ~
~ , Date 1 ~ ~ ~ '
i u APPROVED BY ~ ~ ~ i f, ~ I O '
N ~ ~ FDR I, ~ L~i~.~~
ATT' Tl TACT ~ PROJECT NO. b~'1
.Y IDf - • ' _ The C©f~sfruction Cor~tracfar responsible fnrthe exfer>'siQn of ~ ~
r~aterandsewe~asapprQVedir>atheseplans,isresponsib/e 3 11002 fQrcontact/n thePubircJ~1/orksOe artmenf at - / an
e //tep~a ® -K/ - ` ~ p p ~ ~ ~ ~ COPYRIGHT NOTICE: THISARCHITECTURAL ~
- - h0(lrSQb~!/O~fO/fJe~®J7~~ ,Y ~t/le/~Cf71)St~ ~0%aSftWEl1 -fOlll , AND ENGINEERING DRAWING IS GIVEN IN p CONFIDENCE AND SHALL BE USED ONLY
1' , PURSUANT TO THE AGREEMENT WITH RATIO ' ARCHITECTS, INC. NO OTHER USE, Fat/Ure fOrl©t/fj~flllthC/t,{f®Epa/1`mE111`S 117a11~d~allCeQf~e,QYrl/IIrT~' DISSEMINATION OR DUPLICATION MAY BE
O CQnStruCf/Ofl, d~///reSU/t/!1 f/le JSSI/aIIG~' PfmO(Tetaryll`fle5, af7Qr 1, MADE WITHOUT PRIOR WRITTEN CQNSENT '
tJ/fere/llsta/laf/e/IQfa/1 a~aterQrsesverfacilitiesaafins ecfed 1 4F RATIO ARCHITECTS, INC. ALL COMMON reQ y ~ + A °T' I LAW RIGHTS OF COPYRIGHT AND
as areSUftOfth/S /IOf1tICaf1L7/1 fal/UIE, f°! I OTHERWISE ARE HEREBY SPECIFICALLY RESERVED.
Failure tQ ca/iforfnspecfior~ /nsfa/la CJawnstream Plug, have ;SHEET TITLE
Permitfeditans on the Jabsite, ©ranyQther ~o/anon of Cifyof j
I 1 A ._.m Ra/eigh Standards ~uiflresuttin aFine andPossb/e Exc/usiQn ~ ' ~ ~ from future a~oJfrin the CityafRa/eigh.
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 ` p
I
SHEET NUMBER
I

i
SANITARY SEER PROFILE THROUGH SITE TO FUTURE ELEMENTARY SOHOOL CURB STEP BOX WITH FLUS
_ _ ~ STYLE LID AND 1 1!A" STEEL - I ~ ~
UPPER SECTIDN ~ ~ SEE DETAIL W-CC ~ ~ I_®
1 - - -
° FINISHED GRADES F BOP1? ~ BENEATH ~ OP FITO FOR METER BOX R ' ~ a _ _ ® ~ ' GRADES PROVIDED 13Y MCNEELY D ° ~ I,
cr ASSOCIATES. UERIF IATES. VERIFY' FIN9SHED GRADE PRIOR TO ~~~-TER BOx LID _ ~ ~-°--IE° W + _ g ~ I
_ ° STAKING RIM LEU~ ~ w J o G RIM ELEVATIONS, ROADWAY~~ [ ip ~ it ~ DUAL CHECK VALVE SIDEWALK _
- (i i BACKELOW PRE-
° ~ - HORIZONTAL SCALE ' ~ ~ iN~'AL SCAL.E^ 1"m~®' LOCKABLE VALVE 5/8" METER VENTIDN DEVICE
a _ ~ ° VERTICAL SCALE 1" .AL SCALE 1"®4' W . 3~ #il~ STONE ~ L ILL 2757 o
_ ~ ~ s -PLUG LOa< A , BACKFILL, IAMPcD FN
o F- z 6" Lil-TS ~ STAN?ARD 3/4" Cwner ~
o~ ~ ~ - 'Y` ~ oR I° fake C~~nty Pubii~ S~h~~l System ~
se _ _ ~ o a ~ z~ ~ ( SERVtcE SIZE 5551 Rock Quarry Road ~ ?I BRASS CURB ST?P ~ ~ ~
J ~ ~ 45° I !Raleigh, NC 27610
~ < ~ . ~ ~ ~ ~uNDISTURBED salt cRI ~ [phone] ~ COaJI,RtTE BRICK UNDER MP WATER ~ D, ~ z SERVICE AT ~ ~ I~, MAIN i CORPORATION COCK FOR SUPPORT i ArCh9teCt
~ ~ p ~ PROPERTY LINE
-I ~ ( CORPORATION CDCK 5/8°x I2" COPPER SETTER Ti0 ~P'ChBteCtS, ~C1C. ~ j , No i Es. ~ 135 E Martin Street, Suite 101 METER VOICE
~~rTZ~N, p ~ U -i i WATER METER AS MP,-NUFAC i URED BY SENSUS, SET BOX ON CONCRETE BLOCKS Raleigh, NC 27601-1371
~'m ~ ~ q ~I OR ScHLUMBERGER. [phone] o ~~-~o
~ n L ~ 2. DIRECT TAP ALLOWED ON MAINS NO LARGER ~ ~ ~ ~ THAN 16°, 3/4" OR 1" TYPE "K"
< ~ ~ , ~ I Structural Engineer z ~ ~ 3. METER BOX TO DE LOCATED iN R/W ADJACENT TO PROPERTY SOFT COPPER PIPE,
~ ~ ~ Iz LINE, OR IN APPRDVED EASEMEnT ADJACENT TO RiW~ No JOINTS OR couRLINGS LHC ENG9NEEI~S
, p ~ ~ ( PIPE. NO JOIIUTS OR COUPLINGS. 1015 Wade Avenue ~ ~ ~ ~ A. CURB STOP BOX SHALL HAVE PLUG STYLE LID WITH PEiVTAGON Raleigh, NC 27605
~ ~ C BOLT, I va~ STEEL UPPER sECimN, AND ARCR STYLE RASE. [phone] > STEEL STATIONARY ROD TO BE PROVIDED FOR CURB STOP OPERATION,
d ~
- - _ ~ ° ~ ? 5. WHEN TFIE GRADE CHANGES, A COPPER RESETTER CA,N BE z USED To ADJUST To PROPER GRADE. PlumbinglMechanioal!Elea#ricallCivil
6. FOR STANDARD METER BOZ SEE a{-ZS ~ The ®~~en C®rt~pany
1 , 120 North Boylan Avenue ~ f ADDITIDNAL BACKELOW PRE~lENTiON DEVICE MAY EE I Raleigh, NC 27603
-~9> 4--UF -Sa~_Di- ANi-T- - i i REQUIRED IF USED ON MORE THAN TWO RESIDENTIAL L'NITS. ~ [phone]
r r,. ,
m 0 I Civil Engineer
® ~ -
_ ~ ~ APPROVED DEWATERING DEVICE (SILT BALD EaSS, Nsx®n ~Certrtedy+'r~C. PROVIDE POSITIVE DRAINAGE FROM SILT BAG 6310 Chapel Hill Road, Suite 250
o > TO STREA~1 STREAM DIVERSION Raleigh, NC 27607 PUMPS [phone]
r~ > _ _ _ z . DISCHARGE HOSES
z ;_a- o
o > Roofing Consultant _
, ~ PUMP SHOULD DISCHARGE _ INTA~tE HOSE Stafford C®r~Saalting Engineers , ' ONTO STABLE VELOCITY DEWATERING PUMP i
11+00 12+00 13+00 1400 15+00 1600 SIPHON eRE,W4~ 1000 ION i3RE,W4 DISSIPATER MADE OF RIP RAP ~ 130 Edinburgh South Drive Cary, NC 27511
i [phone]
FLOW FLOW Faod Service NOTE HOSE BIBB SHALL INTAKE HOSE
Niw NaNHDLES uSE AN APPROVEn B[rurtmDUS MI~NNCLE FRAME AND COVER ~ ~ ACCOMMODATE STD. F~~Design Ass~aiates i
BPSE SEALANT TNfiT SHALL RE APPLIE? TN ~ ~ SEE c.n~R. srANDARn s-eE reE TOa DF rHE CONE sECrION TD PeuvmE 15" x 1b'° ~ THK, SEDIMENT DIKE CLEAN WATER DIKE 5828 Oak Drive " THK, - GARDEN HOSE,
FINISHED GRADE zOR MANHOLE FRAME ANII COVER A WATER TIGHT SEAL OVER 220 LBS~ MINIMUM ~ ~ CONCRETE PAD D ~ ~ $UM~=HOLE OR POOL Charlotte, NC 28227 F t13" TO 1B" DEEP, 2' DIA.D [phone]
/ o I° WORK AREA
i ~ a a LENGTH NOT TO EMCEED Landscape Architect
c' 2#" MAX a.9 ~ ~ a.° p e z , o ~ ~ N~Iz r o THAT WHICH CAN BE COMPLETE ~J ONE DAY eee~y ASSOC@ai<eS
i o QER ~ I ~ ~Q o 5501 McNeely Drive
u ~ ~ ~ (C/V q~ ~f i .,.~d ~ ~ ~p~ZT' ,C~- Raleigh, NC 27612 ~ [phone]
FINAL M ~ `T ~ UNDISTURBED SOIL ° ~ a Q tr BACKFILL ~ ECCENTRIC M,A. CONE MAY d ~ 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK
° ' ~ BE USED ON 8' 10' AND DR~N n Iz° SEWER NAINS. c3 i/2" 21" ~ ~ DRAIN PORT r7 ~tEA AND STREAM FLOW SHALL BE PUMPED AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS. Theater Consultant ~
`6 V ~ D~ ~ MANHDLE CNNE AND BARREL ( 2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT F~.TERING MEASURE SUCW AS A Stagewa~r~5
~ ~ SEGI[ONS SHALL BE AS PER ~ i I Q / - d ASTM, $TAN],4R?S ~ ~~1' 1 CU, FT, OF ~5i LDOCATEDI SUCH 7HATETIHE WATER] DRAJNSHBACI:pP }~~l THE CHAAlNEL BELOW UTHESOOWNSTREAAI 1100 Capital Blvd
° I~ ~F ~ 0 9 CU. FT° OF ~5' a'-~' DIA As o 0 ~Q WASHED ST4N WASHED STONE SANDBAG DIKE WITHOUT CAUSING FURTHER EROSI'C;! '3ET~i3EE+i THE SILT BAG,BND 3TRE~4. Raleigh, NC 27603
I ~ ;o~ REQUIRED ~ , p~CE ~ ~ N P 3. AT THE END OF EACH WORK DAY, THE D15 D NEL SHALL BE MATTED> [phone]
4 W ~ "0" RING SEAL 4. CONTRACTOR SHALL BACKF~.L TRENCH AT THE END OF EACH DAY AND RESTORE AREA TO - -
INITIAL ~ A ° ~ } > UR RAM-NECK 4,° „I:RI~ p ORIGINS CONDITK)N.
BA,CI<FILL 'o. I, ~ 2 3/4" a o~~~r~~a~ar®~
i 4 k~ U RUDBER BOOT 1 ® F ( ~ .~a LATERAL INVERT SHALL NOT
' ~ ' " ' d 4 ' ' ~ °~a p SE LOWER THAN MAIN SPRING- 1D9 NDT T®-SCAL'. -"LNE. MANHDLE NEEDS TO BE PS 1/16° 9 NOT TO STALE t09 NOT TO SCALE ®o~ ®~~Q~~~~SSJ~~~®'~/~
~ cao~ 8~ ,4~9'.D ~ ~ ~ 4'q~ R ABOVE t00 YEP.R FL00D PLAIN I I" ~ a8~na. ~ e°o o a &o0 4 : a'.o.,. D., o'>. ~-23 :1/16" " ~ ~ GR SEALER AN? VENT 50 BE P I a o. Q SP ~
6" #67 STONE MINIMUM SIDE o 6" ABOVE Iaa YEgR ELapD aLAIN. ~ ~F PtP CLEARANCE '4~:'a D ; v'.° '.4 ~ ~ WHEN MANHOLE TOPS ARE CN WHEN RUCK IS 6 O'D'E 6 ~ EzcESS of a' ABOVE ~RanE. ~ ~ w~ °~~S~r~L ~e r t
9" nurslDE STEPS NDSr 9E BUTYL-N~K UR I - - p -MAXIMOM SIDE PROVIDEn~ SEE STANDARD ~ APPROVED " I EHCUUNTERED IC" O,A OF IP 12° , s-ze roa STEP DETAIL IN SEALANT 7 1/Z z2" - ~ ~ ®02693 ~ d m e ~
CLEARANCE SECTID(~ A-A noN TRAFFIC P,REas, ToP of BETWEEN FRAME I I Sewer C~I~ect~~ vl 1.-. ~ter~si~~ stem ~ a ~~~'~~~e ~ ~ ~
NOTES FRANE AND covER SHALL aE AND COVER INSTHLLED A MIN. ~ 1' ABOVE -D L Trenches requiring shoring and kDracing, dir,enslons shall be taken from the FINi5r7E? eRDUND sORFACE.
inside face of the shoring and pracing, I V ~.~e P~• SEE SEWER llESiON SECTION I" ~25 15/16" The Ciiy of Raleigh consents to the connection and extension of u° `P'° ~ the City's public sewersystem as shown an this plan. The material ,g, ,
P. No rocks of laoalders 4" or larger to be used In initial backflll. 33 t/4° suPPaRT To BE coNCRETE and construction methods used far this proleet shall conform to the E DR MASONARY BLDCK FOR
A ~ A MiN~ 9° COMPACTE? R67 STONE 3. Ail backflll material shall be sultaE~le native waterlal. ~ BASE Tn BE [NSTALLEB NOT£S~ S/8"X3" LAGSHIELD IN HOLE L{I D.. ~-{;I O ~ I 3° pR LARGER ASSEMBLY standards and specifications of the Gety®s PUbilc Utilities HandbOak.
UNDER NEw MANwoLE. DRILLED INTO CONE OR i ~ 4. Dackflll shall k~e taTM~ped In 6° lifts In traffic areas, 1E" In U ALL MANHDLE FRAMES SHALL BE J~ ~ I CltyafRaleigh lpapda ~ ~ UI~- ~~:.n - ,per
non-trnfflc nreas~ IN NaN-TRaFFIC AREAS, TOP aF v- RING WITH ANCI-fUR SUNK TG a FRaNE ANn CDVER sriAL! BE 3E DU. ~LSTICA± LY CAST DESIGN DEPTH, AND 5/B"X3° , I SNSTAi LED a NIN. aE r ABOVE 27 FRAME SHALL DE A MINIMUM HOT DIPPED GP,LVANIZED TOP UE 6D" M4k POSITIVE BRAINACE PublieUtilitiesDepartmentPermlt#
5, Achieve 80'1. compaction In non-traffic areas, and 95% compaction In FINISHED eRauND SORFACE. WEIGHT OF 1H2 LBS, WITHIN LAG BOLT AND WASHER. ~ GRUUND ~ v.~ trarflc areas. ~ . ~ p PUBLIC ROW P,ND 160 LBS. 3 a ~ 12 ,~!,7~ ~ 60" MAX. ~ TWICE THE SIZE Iz ~ ~.al~ ~ ~ of R,R, ASSEr+sly Authorization to Construct_ SHEET ISSUE 04.08.11
d D ~ " ~ G ~ . ~ 4- ~ WITHIN EASEMENTS, 6, If in easement 4" topsoil, and _ CITY OT RALEIGH ~o.°.p. a,° a~ CITY OF RALEIGH 3> COVER SHALL WEIGH A CITY EE RALEIGH ~ ~ ~ ~ ' ~I I ~
iz" clean select fill is required. DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES J MIN. OE 120 LBS. DEPARTMENT UE PUBLIC UTILITIES ~ ~ tV.' p°p~o°: '~`p"a'fl"". 4) ALL MANHDLE FRAMES OUTSIDE ~ ° - - a p a fl , a,.a n , . a o. ~s. b . Date Q RESPOND TO C.O.R.P.U.D. COMMENTS ~ 5J1Q/11 ;
~ 7. No boulders B° In diameter or TeENCH aorDM niMENSiDNS & DACt<~LLING _ iI OE PAVID SURFACES SHALL BE _ ~ , _ _ ~ ~ STANDARD PRCCASI SAR_TARY I ~ RtauLeLMENTS EoR DucrILE LeoN BOLTED To THL calve S (ANDARD MANHDLE CDVER r <Ir~~ I I, ROD BACK RODDIN I ~ ' RODDING I
greater allowed in final backfllL qND R2INFOecED coNCeET2 PIPE, SEWER MANHDLE SECTION UR RING WITH A ~ nl<I ( TU VALVE{ _ - I _ I
DWG, NO. REVISIONS DATE REVISIDNS DATE IDWG, NI]~REVISIONS DATE REV'ISIDNS DATE MINIMUM OF a BOLTS PER DWG. NO~REViSIDNS DATE REVISIONS DATE nFw~ ~ ~ e':.. _ 3-1'-87 RRH 3-30-00 S-RO ~ v,e.n. ~ I~-3r9z aaa 2-2roa FRAME, S RC 3-1-873-1-87 A.H,B, ?-9-OS ° ITi d m 1 _
C 4 D.W.C. 9-3-9° ~ - RRw I s-3a-DO RRH ,3-30-00 ~ ~ ~ FT ~ ~ 1. AL.I_ ABOVE GRUUND ENCLOSURES MUST HAVE A r~- . DES MUST HAVE ADEQUATE DRAINAGE CTW?CE ~a g
~ D z I -E a ~ w THE DIAMETER OF THE R,P~ ASSEMBLY OR EQUIV ;SEMBLY OR EQUIVALENT). ~w~P'~stP~h'C~I~I18 ~~°'~.~n1I~yS~~I ~
I i b 7,7 ~ ~ E~ REDUCED PRESSURE BACKFLOW PRESEN I ERS MAY !PRESENTERS MAY BE LOCATED iN A BGILDING The ~slty of RalelghCansents tathe CanneC$ian to tt5 pUbIIC sewer ~ I _ - - - '
I~ Y ~ ~ w ~ ED THERE ARE NO OTHER UNPROTECTED rT ? PROViD iER UNPROTECTED TAPS BETWEEN THE MAIN AND System and extenSiOn Of the private sewer aallectian system as j shown on this plan. The material and construction msthodb used ' ~
" r, MIN?MUM A/G WEI6Hl ~~o,i0 ~ ~ 'T I HE BUILDING, 1 L_TT~RING RECESSED FLUSH FRAME 262 ~ m C m ~ 3. ABOVE GROUND INSULATED VAULTS MUST BE A COVER 170 ~ < 7i7 r- ~ i auLTS IuusT BE AsGE IoZO for this project shall conform to the standards and specifiaatians ~
TUTAL 432 ~ 1 ~ ~,n m FlPP;~wVED ABOVE GROUND ENCLOSURES GLOSURES~ of the City°s PublicUtllitiesHandbook, I
Q i {moo z q. RESIDENTIAL LAWN IRRIGATION R.P. ASSEMBLIES z bU ~ _ N R.P. ASSEMBLIES THAT ARE REMOVED
I iar~ y~, iN i0 PREVENT FREEZING IN THE WINTER MONTI-IS 2 -I° DIa. HOLES ~ i n ~ 5, STANDPIPES FOR ALL IRRIGATIDN R~P, ASSEMBLI E WINTER MONTI-is MUST ME CAPPED OFF. City of Raleigh IDN R~P, AsSEMBL;'ES Public Utilities Department Permit ~
A7 72tP 4" J i ~ R ARE T O BE COPPER OR BRASS, ' ~
'mod j i 5. FOR VAULT DIMENSIDIVS SEE DETAIL W-30 A pv W A ~ 7. STEEL RODS AND BELTS SHALL BE 3/4" HUT D. DETAIL W-30 AUthOrlZatiaO to CanStrUCt '
i ~D ? 1 0 ~ X203 4.00 ~ L BE 3/4° HOT DIPPED GALVANIZED Date -
~ 5w I
TYPICAL LiDTING DEVICE I CHECKED BY
STANDARD 4" BRONZE CLEANOUT PLUG I BJPO Q~~~4 J~,
I I 5„ star rtrc~~l~~L~~ ! E~;°~~~r15~,~~~ System ~'L .
i NOTE, COVER SHALL READ i "CONFINED SPACE - DO NOT The City of Raleigh conselT4s to the cannectooo to its public water < I
i ENTER, .PERMIT REQUIRED" AS a" sraRZ coNNECTICN S stem and extension of'the roVate water dis+ributian s stem as APPROVED BY ~ 3a oEBKE; HxLO woN-swlvEll y p y O i ~ ~ ~
P~Aiy SHOWN ON s-E5. A 1 ( TYPE TE59 _ IHe~~ THREAOEB NI~PIE ~ wu eAP sEeuNEB wi CHAIN shawnan this plan. The material and eonstructian methods used ~ ~
0000000 0000000 suAROIAN ~auEl ss2T Rnt. I4°I for thispraject shall conform#a'the standards and specifications I?DR ~ ~ ~ ~ -_°w~ oa MoBEL se2e RAL. Is~~I ue EOUAI ofthe City's Public ttilities Handbaak. ~ t~~'~ ~
1 a/e° ~z6"-~ SIDE ; PROJECT NO. dR. ~
PLAN E? EyATION 2I-41 I . ~ iii L~ti~~TrD~ , 'E~~° P~ ~ =..'E.!AY~ City of Raleigh
Public Utilities Qeparkment Permit r.:
SLIP RESISTANT CLEAT c 7 v2° ~ GASKET IN V6RT?CAL , Q.„ AU$harlZatian to CanBtPUC$ ~T fir'- C6PYRIGHT N©T1CE: THIS ARCHITECTURAE
11, FACE OF CDVER ~ e c:"~ i QUARTER TURN `f !'ONFIDENCE AND SNAI.I. BE UISED ONtY ~ BALL VALVE o ' , PURSUANT TO THE AGREEMENT WI7H RAT1D
~ _ ~ RIND MUST DE i ~I ~J?~49~ ~~~~E~T'; ',",Th®~'~ ~ ':'T QED) ANCHORED LN ' ' ~ Date ~ ` ARCHITECTS, WC N4OTHER USE, I ~ DISSEMINATION OR DUPLICATION MAY BE
24 ACCG!R?ANCE I ~ ' ~ MADE WITHOUT PRIOR WRITTEN CONSENT
3" i 2S" 4fITH 5-25 IE° i I STP,81LItE PIPE WITH 3e° f 2'X2'k6"Ca~C.PA( STP,BILItE PIPE WITH I I OF RATIO ARCHITECTS, INC. ALL COMMON 2' X 2' k 6" CDHC. PAp ~ T~~!I T ~ ~ I OTHERIW SE ARE HEREBY SPECIDFICALLY
i ( FhUISHEO GRADE RESERVED.
ELEVATION oiIUMlROUS eonIIND APPLIED TO GPLUAPIIZE[h oi;uMlNOUS conTlNC ~ The Construction Contractor resavnsib/e yorfheextension of APFUEU ro cacvaNizE~ ~ 15~w SHEET TITLE
CLEANOUT FERRULE WITH PLUG - 3ww MINIhHUM 4" (HOT DIP) GIILU. a a~~ s~aterano'sewer, asapprovedintheseoian~ rsresponsib/e 4' (HOT ~IPI cAly. N W~~ forcontactingthePublict~ortrsJepartment at839-fir9111? and
~ a 0 odd #3 OR #4 REHAR N mz~ RODS WITH 131TUMINOUS COATIb KITH BITU~INDUS coATINC m4~ the Pub/rcUtilihes~eparfinenf atBS.~-,540 at/easttiventy-four
ON BGLTS NJD NUT5. TS AND NUT5. hnarr nr/nrinhaaianirrnanvnffhairnnn~fnic}inn ~ '
L5F8' Z a Tt_c HL-Ltr LU; %.w E6- L r~
STAINLESS STEEL ROD CORROSION RESISTANT MATERIAL INVERTED NUT RUBBER, PLASTIC RAISED NUT araL GRIP IN esnvEL Failure fanotllybothCityLleoartinenfs in advanceofbeginning l I L p_
TYPICAL -LIFTING DEVICE SECTION A TO SYSTEM - WRAP GRAVEL IN FILTER EQUA Faanic cX55, OR Eaonu construction, wrflresuttir7theissuanceofmonetary11,res, and
OP OF COVER CITY OF RALEIGH CITY OF RALEIGH CITY OF RALEIGH DEADMAN RESTRAINT require reinstallation ofanyaterorseaverfaci/itiesnotinspected 9S,9 re s u It o f th i s n a ti1c a tr o n fa it ure,
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES PER PUBLIC UTLITIES THRUST BLOCKING PER C( MANHOLE FRAME AND SECTION A - A STANDARD SLIP RESISTANT DETAIL ,W-7 PUBLIC UTILITIES GUIDE w THRUST BLOCKING PER'ORSHEET NUMBER PUBLIC UTILITIES GUIDE WA
4 CLEANOOI PLUG WATERTIGHT COVER MANHOLE STEP DETAIL Failure to callforlnspection, lnstal/aL7ownstreamPlag, have
DWG, NO.REVISIDNS DATE REVISIONS DATE DWG. NO,,REVISIONS iDAIE !REVISIONS DATE DWG. N0.1REVISIONS DATE REVISIONS BATE CITY OF RALEIGH FIRE DEPARTMENT oESaaarrom ti ofher o/ation of Gifyof PermiffedPlans on the,lobsM&,, or any ;
3-1-87 3-1-87 ABB 8-29-05 RRH 13-30-00 3-t 87 RRH 3 3o ao FIRE PROTECTION DIVISION YARD FDC DETAIL REQUI P 5-36 RRN 3-30-00 8-23 S-34 o WEST MARTIN ST. RALEIGH, NO 27602 D'W.C, 3-0-98 AIL REQUIREMENTS 5E4(SlON5aiRR06 DRaleigh 5'tandards willresultinaFineandPoss1b1&F-r'clusion Rale/glt J from future WO*117 t/Je 0/0, -of

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ROLESVILLE
HIGH SCHOOL
1001 EAST YOUNG ST.
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rack Quarry Road
Raleigh, NC 27610
(919) 85a,- 7 Soo
Architect
RATIO Architects, Inc.
135 E Marlin Street, Suite 101
Relelgh, NC 27801-1371
[phone]
Structural Engineer
LHC ENGINEERS
1015 Wade Avenue
Raleigh, NC 27505
(919) a32-5587
PlumbingRdeehan6eHElectrlmllCI l
The Wooten Company
120 North Boylan A-us
Raleigh, NC 27803
[phone]
Civil Engineer
Bass, Nixon S Kennedy, Inc.
9310 Chapel Hill Road, Sub 250
Raleigh, NC 27807
[phone]
Roo Mg C"""It.M
Stafford Consulting Engineers
130 Edinburgh South DdNe
Cary, INC 27511
[phone]
Food Serria
FooDeslpn Associates
58M Oak Delve
Chadoae, NC 28727
(7041515-6151
tandeoepe Architect
McNeely Associates
5501 McNeely Dare
Raleigh, NC 27812
(919) 782@m7
Theater Consultant
Stepeworks
1100 Capital BINd
Raleigh, NC 27603
[phone]

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100% CONSTRUCTION DRAWINGS
SHEETISSUE 04,08.11

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Blow Up of Buffer 2, Wetland 2
and Stream 2
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Buffer 2, Zone
TION)
ROLESVILLE
HIGH SCHOOL
1 100 1 EAST YOU N G ST. I
ROLESVILLE, NC 27571
Owner
Wake County Public School System
5551 Rock Quarry Road
Raleigh, NC 27610
[phone]
Architect
RATIO Architects, Inc.
135 E Martin Street, Suite 101
Raleigh, NC 27601-1371
[phone]
Structural Engineer
LHC ENGINEERS
1015 Wade Avenue
Raleigh, NC 27605
[phone]
Plumb! ng/Mechanical/Electri cal/Civi I
The Wooten Company
120 North Boylan Avenue
Raleigh, NC 27603
[phone]
Civil Engineer
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Road, Suite 250
Raleigh, NC 27607
(919) 8514422
it
Roofing Consultant
Stafford Consulting Engineers
130 Edinburgh South Drive
Cary, NC 27511
[phone]
Food Service
FooDesign Associates
5828 Oak Drive
Charlotte, NC 28227
[phone]
Landscape Architect
McNeely Associates
5501 McNeely Drive
Raleigh, NC 27612
[phone]
Theater Consultant
Stageworks
1100 Capital Blvd
Raleigh, NC 27603
[phone]
0
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!100% CONSTRUCTION DRAWINGS
SHEET ISSUE 04.08.11
I------ — ------
CHECKED BY
BJPO
APPROVED BY:
FDR
PROJECT NO.
11002
3NP-Pla- Owl COPYRIGHT NOTICE: THIS ARCHITECTURAL
AND ENGINEERING DRAWING IS GIVEN IN I
CONFIDENCE AND SHALL BE USED ONLY
PURSUANT TO THE AGREEMENT WITH RATIO
ARCHITECTS INC. NOOTHER USE,
DISSEMINATION OR DUPLICATION MAY BE
MADE WITHOUT PRIOR WRITTEN CONSENT
OF RATIO ARCHITECTS, INC. ALL COMMON
RATIOLAW RIGHTS OF COPYRIGHT AND
OTHERWISE ARE HEREBY SPECIFICALLY
RESERVED.
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