20051206 Ver 3_401 Application_20130501

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North Carolina
April.18, 2013
Mr. David Schaeffer, Geographer
U.S. Army Corps of Engineers Raleigh Regulatory Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Jennifer Burdette, 401 Coordinator
Wetlands, Buffers, Stormwater Compliance and Permitting Unit
N.C. Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: Re- Application for Nationwide Permits 3, 27, 33
Northshore Lake Rehabilitation Project
Raleigh, North Carolina
USACE Action ID Nos. 200421569 & 200420766
DWQ Project No. 05 -1206
Dear Mr. Schaeffer and Ms. Burdette:
www.raleighnc.gov
$]PalH
APR 1 9 2013
D NR - WATER OUALITY
Enclosed are supporting documents for a re- submittal of our prior Nationwide (NWP) /General Certification
(GC) permit application, under Section 404/401 of the Clean Water Act (CWA), for the Northshore Lake
Rehabilitation Project. The City of Raleigh contracted HDR Engineering, Inc. of the Carolinas (HDR) to
perform a preliminary study of both the Northshore and Brentwood Today Lakes, prepare alternative
recommendations, coordinate public input, and complete a final design. This submittal addresses the need
for a new set of 404 and 401 approvals for construction of the Northshore portion of the previously -
submitted project. We hereby request Section 404 permit approval under NWP 3/27/33, as well as re-
issuance of the corresponding DWQ 401 GC's.
Background
Northshore Lake and Brentwood Today Lake are located in the City of Raleigh (City) near New Hope Church
Road and west of U.S. Highway 1 (Capital Blvd.). The purpose of the projects is to repair high hazard dams
that have spillways in poor condition. The dams have been overtopped several times in recent years, causing
flooding in the surrounding residential area as well as downstream erosion and spillway destabilization.
There is also concern that New Hope Church Road, located just downstream of Northshore Lake's dam, has
the potential to wash out during an overtopping event. The Brentwood Today dam has at least partially
ONE EXCHANGE PLAZA CITY OF RALEIGH MUNICIPAL BUILDING
1 EXCHANGE PLAZA POST OFFICE BOX 590 222 WEST HARGETT STREET
RALEIGH, NC 27601 RALEIGH, NC 27602 -0590 RALEIGH, NC 27601
(MAILING ADDRESS)

the potential to wash out during an overtopping event. The Brentwood Today dam has at least partially
breached and easement acquisition has slowed, so the City is not re- applying for that portion of the project at
this time.
The impacts are primarily related to the repair and rehabilitation of the spillway and dam and the reduction
of water level in Northshore Lake. Buffer impacts, which total 3.55 acres for Northshore Lake, will primarily
be temporary for construction access purposes, with replanting /reseeding of buffers to match the pre-
existing conditions -on -site. The current construction- schedule calls for Northshore Lake's improvements to
begin in mid -2013.
Current Permitting Scenario
A 404 /401 /Neuse Buffer pre - construction notification (PCN) for this project was filed in September 2008.
Per a request from the Corps, the City filed the permit application under a combination Nationwide 3/13/33
PCN and the associated DWQ General Certifications (3687, 3689, and 3688). We were never issued a
Nationwide 3/13/33 permit from the Corps, so statutorily it became valid after 45 days. DWQ issued a 401
Certification and Buffer Authorization on October 1, 2008 (DWQ Project #05 -1206, Ver. 2). The Nationwide
Permits at that time were valid thru March 2012, with a Corps- defined one -year extension to March 2013 to
allow for construction of applicable projects. The 401 Certification references the Corps' expiration date, so
both the Nationwide and the 401 Certification expired in March 2013. The Buffer Authorization is still valid
due to the Permit Extension Act of 2009 (Session law 2009 -406) that extended state permits and
authorizations.
Based on our recent coordination with both DWQ and Corps staff, and because of the expirations noted
above, the parties generally concurred it would be best for the City to resubmit the old PCN for the project
and provide the latest planset for the project. The Brentwood Today information has been removed from the
attached documents where feasible, but continues to be referenced to aide those reviewers with past
knowledge of the project.
We appreciate your time and efforts in working with the City on these projects, and look forward to
providing this watershed a safer series of streams and lakes.
Sincerely,
Veronica L. High, Stormwater Services Engineer
City of Raleigh, Public Works - Stormwater Services Division
Cc: Ken Trefzger, Project Manager, HDR
Attachments: Site Vicinity Maps (Figures la and 1b)
Permit Impact Drawings (Figures 2 and 3)
Northshore Lake Planting Plan (Figure 5)

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification PC Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3, 27, 33 or General Permit (GP) number:
1c. 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
le. 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
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Northshore Lake & Dam Rehabilitation
2b. County:
Wake
2c. Nearest municipality / town:
Raleigh
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
City of Raleigh (easements)
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
PO Box 590
3e. City, state, zip:
Raleigh, NC 27602 -0590
3f. Telephone no.:
(919) 996 -3030
3g. Fax no.:
(919) 996 -7638
3h. Email address:
Cad.Dawson @raleighnc.gov
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgentfConsultant Information (if applicable)
5a. Name:
John Jamison
5b. Business name
(if applicable):
HDR Engineering, Inc. of the Carolinas
5c. Street address:
3733 National Drive
5d. City, state, zip:
Raleigh, NC 27612 -4845
5e. Telephone no.:
(919) 232 -6625
5f. Fax no.:
(919) 785 -1187
5g. Email address:
[e-mail]
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Northshore Neighborhood Assoc. (see attached plans,
with City- acquired easements shown)
1b. Site coordinates (in decimal degrees):
Latitude: 35.837 Longitude: - 78.588
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
7.8 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
New Hope Tributary - >Marsh Creek -> Crabtree Creek
2b. Water Quality Classification of nearest receiving water:
C, NSW (tributary to Index 27- 33 -20 -1)
2c. River basin:
Neuse
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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:
Northshore Lake is located in a watershed that has experienced significant development, which has caused large
amounts of runoff and sedimentation to enter the drainage basin. The lake has filled in with sediment over the past
several decades, thereby decreasing water quality and the recreational value of the lake. The lake has an earthen dam
and a recent history of overtopping. Both the dam and spillway are in need of repair. The lake is surrounded by
residential homes and apartments that are subject to flooding. The vast majority of the wetlands adjacent to the lake
appear to be created by decades of sedimentation building up where the surface water conveyances outlet into the lake.
3b. List the total estimated acreage of all existing wetlands on the property:
less than one acre
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
less than 300 feet of perennial stream, the property is primarily encompassed by the lake
3d. Explain the purpose of the proposed project:
The purpose of this project is to repair a hazardous dam with a spillway in very poor condition. The lake is a privately
owned earthen dam with a history of overtopping during"flbod events. The lakes are surrounded by residential homes
and apartments that are subject to flooding. New Hope Church Road, just downstream of Northshore Lake, could wash
out due to an overtopping event. The lake has filled in with sediment over the past several decades, thereby decreasing
their storage capacity (for aiding in flood control) and their potential for recreational use.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed work at Northshore Lake will include the construction of a concrete spillway structure that is 30 ft wide and
15 feet deep. The structure will control the level of the lake and safely convey the 1/3 probable maximum precipitation
(PMP) flood event. The downstream end of the spillway will include an energy dissipator which will be approximately 2
feet deep and will include concrete blocks to help dissipate energy. In order to provide additional hydraulic head that is
not currently available, the normal pool elevation will be lowered by 1.2 feet, which would effectively drain any existing
wetlands immediately adjacent to the lake. Improvements to the lake area will include the construction of a sediment
forebay at the upstream end of the lake. This forebay will have a normal pool with a 0.5 acre surface area and depth
between 2.5 to 4 feet. The forebay will collect sediment from the upstream area and provide a convenient location to
remove the collected sediment. The forebay will discharge to a -1 acre wetland area on the upstream end of the lake.
The main body of the lake will have a surface area of 6.5 acres and will be between 4 to 12 feet in depth, with a transition
area near the wetland that will gradually go from 0.5 to 2 feet in depth. The water's edge will be graded to provide a 10
foot wide flat bench area that will have approximately 0.5 foot of inundation at normal pool and will be vegetated. The
dam embankment will be rehabilitated by cutting all the existing trees near the ground surface and hauling in good
earthen material to level the top and increase the downstream breadth of the base of the dam. The dam embankment will
be seeded with grass per dam safety requirements.
In order to construct these improvements, heavy construction equipment will be needed to excavate and haul the dirt and
to construct the concrete spillway. It is estimated that more than 16,000 cubic yards of earthen material will need to be
hauled offsite. Multiple access points will be needed for the contractor to access and maneuver equipment, store
construction material and effectively haul material. All areas that are either being improved or needed for construction
access and storage will be within a temporary construction easement or permanent access and drainage easements.
The temporary construction easement will be cleared of trees and shrubs and zones 1 and 2 of the Neuse Buffer will be
re- vegetated based on pre - existing conditions. Fences will be temporarily relocated and reinstalled or replaced.
Buildings such as sheds will be relocated if feasible or avoided if possible. The lake will be drained during construction
and much of the work will be done from within the lake area; however, given the large amount of sediment in the lake
bottom and the potential for rain events to drive the equipment out of the lake bottom, the contractor will likely need to
operate from the bank for a significant portion of the work. For these reasons, the temporary construction easements
extend beyond the lake edge and into the buffers. The temporary construction easements will be in place during the
construction and warranty period and then turned back over to the property owner.
Page 3 of 12
PCN Form - Version 1.3 December 10, 2008 Version

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
❑ preliminary ® Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: HDR Engineering
Name (if known): John Jamison and Phil May
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID 200420766, a site visit was performed with David Shaeffer
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.
An Individual 404/401 Permit Application was submitted in 2005 based on preliminary designs for both Northshore and
Brentwood Today Lakes. DWQ issued a 401 and Neuse Buffer Authorization based on that application on August 24,
2005. After issuing their public notice, the USACE provided a round of comments, to which the City responded. A 404
Permit was never issued, however ( USACE Action ID # 200421569 and 200420766). In 2008 a new permit application
was submitted under Nationwides 3, 13 and 33, to which DWQ issued a 401 Certification and Buffer Authorization, but to
which the Corps did not respond.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
1A ®P ❑ T
Lowering water
level, grading
Lacustrine fringe
® Yes
El No
® Corps
[I DWQ
0.005
1 B ®P ❑ T
Lowering water
level, grading
Lacustrine fringe
® Yes
❑ No
® Corps
❑ DWQ
0.01
1 C ®P ❑ T
Lowering water
level, grading
Lacustrine fringe
® Yes
El No
® Corps
[I DWQ
0.004
1 H ®P ❑ T
Lowering water
level, grading
Lacustrine fringe
® Yes
El No
® Corps
[I DWQ
0.006
1J ®P ❑ T
Lowering water
level
Scrub -shrub
® Yes
❑ No
® Corps
❑ DWQ
0.04
11K ® P [IT
Lowering water
level, grading
Scrub -shrub
® Yes
❑ No
® Corps
❑ DWQ
0.05
1 L ®P ❑ T
Lowering water
level, grading
Scrub -shrub
® Yes
El No
® Corps
[I DWQ
0.20
1M ®P ❑ T
Lowering water
level, grading
Lacustrine fringe
® Yes
El No
® Corps
[I DWQ
0.02
2g. Total wetland impacts
0.34
2h. Comments: The overall impacts are mostly limited to the original footprint of the lake and spillways, prior to the
sedimentation and infilling that has occurred over the previous decades (Figure 2). At Northshore, 0.34 acres of wetlands (a
mix of riparian forested and scrub - shrub) will be indirectly impacted due to the drop in the normal pool elevation of the lake
(Sites 1A,1 B,1 C,1 H,1 J,1 K,1 L,1 M). This will alter the hydrologic conditions and possibly change the soil characteristics of
these areas. 0.8 acres of existing pond will be converted to wetland. This area will be planted with wetland vegetation in
order to provide a filtration effect, to stabilize the zone between the forebay and the lake, and to replace the potential habitat
lost in the draining of the current wetland areas (Figure 5). Approximately 0.21 acres of the 0.34 acres of existing wetlands
will be excavated to allow for the construction of a 0.8 acre sediment pool or forebay within the historic footprint of the lake
(Site 1 D). This forebay will be used to minimize the amount of maintenance required in the future and limit this activity to an
easily accessible area. The forebay construction will also impact a portion of former stream channel that is currently
inundated backwater from the lake.
0.02 acres of current fringe wetlands are located around Northshore Lake as shown in the Northshore Figure 2 (Sites
1A,16,1 C). These wetlands have formed in the flatter portions of the lake margin where water is shallow enough to allow
colonization by hydrophytic plants. Lowering the water level will indirectly impact all of these wetlands. The dredging and re-
grading of the lake will recreate similar margins by creating a shallow shelf along the edge of the lake. Fringe wetlands are
likely to re -form in areas that supply suitable depth and these areas will be re- vegetated with emergent marsh species per the
planting specification in Figure 5.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ - non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
1D ®P ❑ T
Bank grading /
Spillway
UT to Marsh
® PER
® Corps
12
218
Improvements
Creek
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
218
3i. Comments: The construction of the Northshore spillway device will impact approximately 0.05 acres of open waters (Site
1 E). 153 feet of stream channel will be impacted by the improvements (Site 1 D). This stream channel is currently concrete
and rock - lined. This material will be removed and re- constructed to provide a safe spillway, based on the attached
construction plans. An additional 65 feet of stream channel will be impacted by grading and outlet protection activities around
the base of the spillway. During construction, the stream will be diverted around the current channel.
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 individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number -
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
1E ®P ❑ T
Northshore Lake
Fill for spillway structure
Pond
0.05
1F ❑ P ®T
Northshore Lake
Temporary - draining and
Pond
6.50
grading due to aquatic restoration
1G ®P ❑ T
Northshore Lake
Lower water level, conversion to
Pond
0.80
shallow bench for wetlands
4f. Total open water impacts
7.35
4g. Comments: See comments above in 3i.
5. Pond or Lake Construction
If Pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments: Project is rehab of an existing dam, not new construction.
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 12
PCN Form - Version 1.3 December 10, 2008 Version

S. 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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse ❑Tar- Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
re uired?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: Buffer impacts have been previously authorized as discussed previously in this application. The Buffer
Authorization issued by NCDWQ on October 1, 2008 (DWQ Project #05 -1206, Ver. 2) is still valid due to the Tolling Bill. The
plans have not significantly changed since that submittal. The buffer impacts from the project are generally related to the
rehabilitation/ maintenance of the dam and spillway and to the enhancements to the lake, which are considered Exempt or
Allowable under the Neuse Buffer Rules. Thus, no mitigation is proposed.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
At Northshore, the avoidance of riparian wetland impacts was not practical due to the heavy historical and current sediment
load that has led to the conditions described above. An off -line sediment pool or forebay was considered for this location in
order to avoid impacting the current stream channel and wetlands. This would have divided the forebay into two sections on
either side of the stream and greatly reduced the volume of water controlled. In addition, normal base flows would have been
passed by the stream without contact with the sediment pools. Since the entire lake is currently acting as a sediment basin for
the upstream drainage, it was determined that an in -line forebay was the most practical option. Draining of the current
wetland areas was examined to determine if there were options to avoid this impact. However, since flood control is a primary
concern below the dam, the normal pool water level needed to be decreased 1.2 feet to provide additional flood storage and
spillway capacity, which brings the dam's spillway capacity into compliance with the NC Dam Safety Act. Alternative flood
control strategies, such as raising the existing dam elevation, were considered but found to not be practical due to the
potential impacts on adjacent landowners. As stated above, avoidance of the water level decrease was examined but
deemed not practical due to flood control and spillway capacity issues necessary to comply with the NC Dam Safety Act.
Therefore, the impacts to the fringe wetlands are necessary. Minimization of these impacts is being achieved through the
grading of adjacent shallow waters to maintain the current lake banks and create shelves along the shore. This will allow for
the natural reestablishment of fringe wetlands in suitable locations around the perimeter of the lake.
Impacts to 0.15 acres of wetland are being avoided and are considered preserved wetlands adjacent to the proposed wetland
area at the top of the lake (Figure 2, in blue). Other wetlands in that vicinity will attempt to be avoided during construction, but
the erosion control measures deemed necessary make it difficult to predict how much additional wetland can be avoided.
Avoidance of the Northshore dam and spillway impact was deemed impractical due to the high flood hazard conditions, the
current state of the spillway, and lack of compliance with the NC Dam Safety Act. The enlarged weir will remove some open
water, but is necessary to control the flows entering the spillway and reduce downstream velocities and flooding potential.
The current spillway is cracked and a portion of the base flow is bypassing the spillway through voids underneath. This would
eventually lead to the failure of the spillway and degradation of the downstream channel. The spillway length has been limited
to minimize additional impacts to the stream channel. The leveling and improvement of the dam will not impact the stream or
open water.
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
see 1 a above. Additionally, the project will mitigate for any permanent losses of waters and buffers through a variety of
measures. At Northshore, the targeted natural community in the areas to be forested will be a Piedmont Bottomland Forest,
and native woody species will be used to restore the riparian buffer zones. Species selection for planting will depend upon
availability of local seedling sources, but a planting palette is provided below and on Figure 5. Advanced
notification /coordination with local nurseries will facilitate availability of various non - commercial elements. After preparing the
soil appropriately (soil amendments, ripping, etc.), bare -root seedlings will be planted within the specified areas at a minimum
density of 436 stems per acre (based on an average 10' by 10' spacing) to achieve a mature survivability of 320 stems per
acre. Woody vegetation planting will be conducted during dormancy. Amongst the 320 trees per acre, a species diversity
goal of no more than 20% of any one species is proposed. Along stream banks, live stakes and /or bare root seedlings will be
used to provide natural stabilization in conjunction with temporary stabilization measures. Appropriate species identified for
live staking include elderberry (Sambucus Canadensis), silky willow (Salix sericea), silky dogwood (Cornus amomum), and
black willow (Salix nigra). The following species in the table below are targeted for use in the project.
Vezetativ e Species List
Trees
Herbs / Seed Mixture
American Sycamore Platanus occidentalis
Swamp sunflower Helianthus an sti olius
American Elm Ulmus americans
Ironveed Vernonia noveboracensis
Green ash Fraxinus en /vania
Swamp milkweed Ascle ias incarnate
River Birch Betula ni a
Joe- e-weed Eu atorium istulosum
Su arbe Celtis laevi ate
Tearthumb Pol onum sa ittatum
Willow Oak uercus hellos
Bushy beard grass Andro o on lomeratus
Water Oak uercus ni a
Deerton ue Panicum clandestimum
Tulip Poplar Lirodendron tuli i era
Switch ass Panicum vir atum
Shagbark Hickory (Ca rya ovate
Bitternut Hickory (Ca rya cordi ormis
Shrubs / Understory
Upland treespecies where appropriate
Tag Alder Alnus serrulata
Northern Red Oak ercus albs
American beau be Callicar a americans
Black Gum N ssa bi ors
Black willow Salix ni a
American Elm Ulmus americans
Buttonbush Ce halanthus occidentalis
Bitternut hickory (Ca rya cordi ormis
Elderberry Sambucus canadensis
White Ash Fraxinus americans
Silky dogwood Cornus amomum
Persimmon (Diospyros vir iniana
Silky willow Salix sericea
2. Compensatory Mitigation for Impacts to- Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee ram
program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
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PCN Form — Version 1.3 December 10, 2008 Version

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:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
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 12
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?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
®
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<1 %
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: lake rehabilitation, not adding substantial
impervious surfaces
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ 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?
City of Raleigh
® 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
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 200 6-246
❑ 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 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. 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)?
1c. 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
letter.)
❑ Yes ❑ No
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.
In 2004, Titan Atlantic identified the Northshore and Brentwood Today, Lake dams as small, high hazard dams. This
project will repair and rehabilitate the spillway and dam of Northshore. Additionally, the lake levels of Northshore will be
reduced by 1.2 feet in order to safely convey the 1/3 PMP flood event. This area is a highly developed residential area in
which these proposed improvements will enhance the downstream waters by properly conveying sediment load from the
surrounding watershed and preventing future flood events from overtopping the dam.
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.
Page 11 of 12
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?
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?
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?
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
FED Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: the necessary floopdplain and dam safety coordination has
occurred for this rehabilitation project
8c. What source(s) did you use to make the floodplain determination?
4 1 zi //3
Carl R. Dawson, Jr., PE
Applicant/Agent's Printed Name
Applicant/Agent's ature elo
Date
(Agent's signature is valid only if an authortAtion letter the applicant
is provided.)
tM y - as —/3
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

8 Umstead
1
Chart
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9
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} Drainage Area
11
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Figure 1a
ONE COMPANY I Many Solutions-
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Site Map
�� Figure lb
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t_
PRESERVED WETLANDS: 0.15 AC OPEN WATER IMPACT: 0.85 AC
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PROPOSED WETLANDS: 0.80 AC SPILLWAY IMPACT: 0.05 AC (1 E)
NEUSE BUFFER (ZONE 1): 2.83 AC
PROJECT MANAGER I K. TREFZGER, PE
J. JAMISON. PWS NORTHSHORE LAKE
J. TISDALE City of Raleigh
EXHIBIT
J. POWERS Northshore ' • 1�, FIGURE 2
G. BLUE Lake and Dam `
Rehabilitation 0 1. 2• FILENAME 02H- 01.dw9 SHEET
PROJECT NUMBER 010913 -52595 -018 SCALE 1• =60' 02H -01
Mw

UTILITY IMPROVEMENT QUANTITIES
CITY OF RALEIGH UTILITY DETAILS
PHASE NUMBER(S)0
EROSION CONTROL DETAILS
NUMBER OF LOTS
0
LOT NUMBERS BY PHASE
0
NUMBER OF UNITS
0
LIVABLE BUILDINGS
0
OPEN SPACE
0
NUMBER OF OPEN SPACE LOTS
0
PUBLIC WATER (I-F )
0
PUBLIC SEWER (I-F )
1 424
PUBLIC STREET (I-F )
1 304
PUBLIC SIDEWALK (I-F )
1 37
rm
THE CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
STORMWATER UTILITY DIVISION
J. RUSSELL ALLEN
CITY MANAGER
PROJECT SITE
NORTHSHORE LAKE
STATE ID — WAKE 175
OWNER: NORTHSIDE
NEIGHBORHOOD
ASSOCIATION/
BOB CHATHAM
VICINITY MAP
NTS
Northshore
(SM 2011 -0025)
(Wake 175)
Lake /Dam
Rehabilitation
Civil /Structural
City of Raleigh Project Nos.
SM 2011 -0025 - Northshore
City of Raleigh
Public Works Department
Stormwater Utility Division
P.O. Box 590
Raleigh, NC 27602
(919) 996 -3940
Veronica High, Project Manager
HDR Project No.
010913- 52595 -016
November 2012
PERMIT REVIEW
NANCY McFARLANE
MAYOR
DS- 13-01, v3
APRE
NR - IzVATEF? GUALI
&Iamff. 9 cv_�_ M
PRELIMINARY PLANS
W NOr Ui IW WMILRTlT
I dw,19-14
NOR EnonndM bM
.—C—U-
3733 NaOaW DAw. Sulft Wr I RWpII. ID !1312
(919) T@N113 (313IT3S11AHfa
N.C.BP.LA Uk— Na1101N' F-0H3
SHEET NO
UTILITY INSTALLATIONS AND OTHER PUBLIC FACLTIES. INCLUDING SIDEWALKS AND
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CITY
ODE THESE FACI
OWE HAVE SEEN APPROVED BY THE CITY OF RALEIGH AND SHALL BE
SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN APPROVAL PUBLIC
SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL ACCEPTANCE-
TRANSPORTATION SERVICES
PUBLIC UTILITIES
CONSERVATION
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND EXTENSION OF THE CRY'S
PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN THE MATERIAL AND CONSTRUCTIDN
METHODS USED FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITYS PUBLIC UTILITIES HANDBOOK
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT A
AUTHORIZATION TO CONSTRUCT
INDEX OF DRAWINGS
GENERAL
"I COVER
602 GENERAL LEGENDI
603 ORIENTATION PLAN
CIVIL
X-01 EXISTING CONDITIONS
X-02 EXISTING CONDITIONS
X-03 DEMOLITION PLAN
X-04 DEMOLITION PLAN
O01 SEDIMENT AND EROSION CONTROL PLAN INITIAL PHASE
C-02 SEDIMENT AND EROSION CONTROL PLAN INITIAL PHASE
C-03 SEDIMENT AND EROSION CONTROL PLAN SECOND PHASE
C-04 SEDIMENT AND EROSION CONTROL PLAN SECOND PHASE
C45
GRADING PLAN
C-N GRADING PLAN -01
C SPILLWAY IMPROVEMENTS
C48 ACCESS AREA GRADING AND EROSION CONTROL PLANS
C-09 APARTMENT PARIGNG AREA
C•10 WETLAND PLANTING PLAN
U-01 SPILLWAY PROFILES
602 SPILLWAY CROSS SECTIONS
U-03 DAM BASELINE AND LOW FLOW DRAIN PROFILES AND AQUATIC BENCHING
" CONSTRUCTION BASELINE PROFILE
U-05 LAKE CROSS SECTIONS AND UTILITY PROFILES
CIVIL DETAILS
D-01
CITY OF RALEIGH UTILITY DETAILS
D-02
EROSION CONTROL DETAILS
0-03
EROSION CONTROL DETAILS
D.04
EROSION CONTROL DETAILS
D-09
SITE CONSTRUCTION DETAILS
D-0B
SITE CONSTRUCTION DETAILS
D41
TRAFFIC CONTROL DETAILS
STRUCTURAL
8-0, STRUCTURAL PAN
S02 STRUCTURAL SECTIONS
5-03 STRUCTURAL SECTIONS
SOa STRUCTURAL NOTES
SAS STRUCTURAL STANDARD DETAILS
,••tN CARp� %.
2,
fT
CIVIL

a
0
I
SITE PLAN SYMBOLOGY
EMBANKMENT SLOPE
-505—
CONTOUR
©
VEGETATION (SIZE)
w�-
PROPOSED MANHOLE
- TD._TD --
EXISTING MANHOLE
OTEMPORARY
WATER METER
-O —D-
STORM DRAIN CATCH BASIN
-w
UTILITY VAULT
0
UTILITY POLE
®
TELEPHONE PEDESTAL
- - - - -
FIRE HYDRANT
0 YH -X
YARD HYDRANT
- - - -
LIGHT POLE
—aq
STREET SIGN
X75 5
EXISTING SPOT ELEVATION
758
FINISHED SPOT ELEVATION
XXX
HORIZONTAL CP -X,
- w - > -•—
CONTROL POINT
— �—
BENCHMARK
0TH
IDENTIFICATION AND APPROXIMATE
-'X'
LOCATION OF SOIL TEST HOLE
O WSL
WATER SURFACE ELEVATION
—
DOWNGUY
CHECK DAM WITH WEIR
( NCOENR 6.87)
— > -> CHECK DAM (NCDENR 6 83)
®
ROCK PIPE INLET PROTECTION
®
( NCOENR 6 55)
w�-
FLOW ARROW
- TD._TD --
TEMPORARY DIVERSIONS
OTEMPORARY
(NCDENR 6.20)
-O —D-
DIVERSION DIKE (PERIMETER)
OMULCHING
(NCDENR 6 22)
RR
TEMPORARY SEDIMENT TRAP
®
(NCDENR 6 60)
®
ROCK DAM (NCDENR 6 63)
®
POROUS BAFFLES (NCDENR 6 65)
—X —X—
TEMPORARY STREAM CROSSING
(NCDENR 6 70)
— - - —
PROPERTY LINE
OTEMPORARY
SEEDING (NCDENR 610)
PS
PERMANENT SEEDING (NCDENR 611)
OMULCHING
(NCDENR 614)
RR
RIPRAP (NCDENR 615)
®
CATCH BASIN PROTECTION
mss+
elm. came
NOTES:
UTIUTIES THAT ARE SUSPENDED ABOVE GRADE ARE
DESIGNATED BY THE PREFIX "OH"
T TELEPHONE LINE
-----E ELECTRIC LINE
—� FIBER OPTIC
—� COMMUNICATION
HANDRAIL
PIPELINE
T —; LARGE PIPELINE
UTILITY BENEATH STRUCTURE
RAILROAD
--------------4-
DRAINAGE FLOW
N
NATURAL WATERWAY
—X —X—
FENCE
— - - —
PROPERTY LINE
— - —
CENTERUNE
RB
A
- _ _ _
ROCK BERM
----- - - - - --
TEMPORARY CONSTRUCTION EASEMENT
- • -• -•- - -
TEMPORARY ACCESS EASEMENT
- - - - -
PERMANENT DRAINAGE EASEMENT
---- - - - - --
PERMANENT ACCESS EASEMENT
- - - -
LIMITS OF DISTURBANCE
—aq
STANDARD TEMPORARY SILT /
BM
TREE PROTECTION FENCE
--- aF - - -aF-
TREE PROTECTION FENCE
XXX
SILT FENCE
- w - > -•—
CHAIN LINK FENCE
— �—
CHAIN LINK AND SILT / TREE
CATCH BASIN, CABLE BOX
PROTECTION FENCES
CF
GUARD RAIL
- - - - - -
EASEMENT
—
LIMITS OF CONSTRUCTION
X
RIGHT OF WAY / PARCEL / SHORELINE
RECP
ROLLED EROSION CONTROL PRODUCT
"`O
(NCDENR 6 17)
CONT
GRASS -LINED CHANNEL
GL
(NCDENR 6 30)
CONTRACTOR
RIPRAP -LINED CHANNEL
RR
(NCDENR 6 31)
• • •tot
CONSTRUCTION ROAD STABILIZATION
• •• ••
(NCDENR 680)
®
STEEL PLATE
REF
CONSTRUCTION ENTRANCE
®
TEMPORARY SEDIMENT AREA
nb Rmel m�a, s`- mr��RFr� Re =m�
0 TREE PROTECTION (NCDENR 6 05)
X TREE REMOVAL
GENERAL SYMBOLOGY
ELEVATION
IDENTIFICATION
ELEVATION LETTER %
X %%
• SHEET WHERE
POINT OF NEW MARKER
CAN BE FOUND
• IF PLAN AND SECTION, OR DETAIL CALL-OUT AND
DETAIL ARE SHOWN ON SAME SHEET, SHEET
NUMBER IS REPLACED BY A LINE ( -)
ELEVATION LETTER
ARROW INDICATES
X POINT OF VIEW
xx
• SHEET WHERE
ELEVATION IS LOCATED
SINGLE ELEVATION OR PHOTO MARKER
TARGET ELEVATION
�_4 _ II_ s
KEY NOTE NUMBER
MANAGER K TREFZGER, PE
D CROWELL. PE
P BLANDFORD,
J POWERS
G BLUE
PROJECT NUMBER 1010913-52595-0181
DETAIL NUMBE
N
%XX
• SHEET WHERE
AT
ARROW INDICATES
AFG
DETAIL NUMBEQ
OF
A
PLAN
PLAN
PLAN NORTH
AVG
1/4- = 1• -0"
NIC
DRAWING WHERE DETAIL
SECTION UETrEg
BET
BETWEEN
FLAG INDICATES DIRECTION
BLDG
BUILDING
OF SECTION CUT
BM
x
OH
BOT OR B/
XXX
YNnY eerMawrwxe 111m Ow1Eit P11alC FMLIIEe, OQIIOINO BIOE1YM10IIM
W W emFFnt�w eFecsmercnr
9Weovor
BST
BITUMINOUS SURFACE TREATMENT
• SHEET WHERE
CB
CATCH BASIN, CABLE BOX
SECTION VIEW IS LOCATED
CUT
CF
SECTION
MARKER
SECTION LETTEB
CL
SECTION
PSF
X
3/8• - 1' -0•
PSI
XXX
CONCRETE
• SHEET WHERE
CONT
CONTINUOUS
SECTION VIEW IS
CONTR
CONTRACTOR
FIRST CUT
CRS
ELEVATION
IDENTIFICATION
ELEVATION LETTER %
X %%
• SHEET WHERE
POINT OF NEW MARKER
CAN BE FOUND
• IF PLAN AND SECTION, OR DETAIL CALL-OUT AND
DETAIL ARE SHOWN ON SAME SHEET, SHEET
NUMBER IS REPLACED BY A LINE ( -)
ELEVATION LETTER
ARROW INDICATES
X POINT OF VIEW
xx
• SHEET WHERE
ELEVATION IS LOCATED
SINGLE ELEVATION OR PHOTO MARKER
TARGET ELEVATION
�_4 _ II_ s
KEY NOTE NUMBER
MANAGER K TREFZGER, PE
D CROWELL. PE
P BLANDFORD,
J POWERS
G BLUE
PROJECT NUMBER 1010913-52595-0181
DETAIL NUMBE
%XX
• SHEET WHERE
AT
OETAIL IS LOCATED
DETAIL MARKER
AFG
DETAIL NUMBEQ
DETAIL
A
APPROXIMATE
N
AVG
REPRESENTATIVE
NIC
DRAWING WHERE DETAIL
WAS CALLED OUT
ELEVATION
IDENTIFICATION
ELEVATION LETTER %
X %%
• SHEET WHERE
POINT OF NEW MARKER
CAN BE FOUND
• IF PLAN AND SECTION, OR DETAIL CALL-OUT AND
DETAIL ARE SHOWN ON SAME SHEET, SHEET
NUMBER IS REPLACED BY A LINE ( -)
ELEVATION LETTER
ARROW INDICATES
X POINT OF VIEW
xx
• SHEET WHERE
ELEVATION IS LOCATED
SINGLE ELEVATION OR PHOTO MARKER
TARGET ELEVATION
�_4 _ II_ s
KEY NOTE NUMBER
MANAGER K TREFZGER, PE
D CROWELL. PE
P BLANDFORD,
J POWERS
G BLUE
PROJECT NUMBER 1010913-52595-0181
NORTH
NOW OR FORMALLY
NORTHING
NOT IN CONTRACT
NOT TO SCALE
OUTSIDE DIAMETER
OVERHEAD
PEDESTAL, PEDESTRIAN
PAGE
PAINT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
PAVEMENT
POWER
RADIUS
REFERENCE
ROCK PIPE INLET
REQUIRED
REVISED, REVISION
RIGHT OF WAY
SOUTH
SCHEDULE
SATELLITE DISH
SECTION
SHEET
SILT FENCE
SPECIFICATION
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SYMMETRICAL
SYSTEM
TEMPORARY
TELEPHONE
TRANSFORMER
THICK
TOP OF CONCRETE SURFACE
TOP OF CURB
TOP OF GABION
TOP OF SLAB
TOP OF WALL
TYPICAL
UNDERGROUND
UNLESS NOTED OTHERWISE
VALVE Box
VITRIFIED CLAY PIPE
VERTICAL
WEST
WOOD FENCE
WIREUNK FENCE
WATER METER
WITH
WITHOUT
WATER SURFACE ELEVATION
� o
NOTES
PROJECT NOTES:
A LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE
APPROXIMATE AND WERE COMPILED BASED ON THE BEST INFORMATION
AVAILABLE THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
COMPANIES AND SHALL FIELD VERIFY THE LOCATION, TYPE AND SIZE
OF ALL UTIUTIES PRIOR TO CONSTRUCTION
B THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY
ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND FOR
COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND
SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING
BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
C THE SURVEY AND 1' CONTOURS WERE PERFORMED TO MEET THE
STANDARDS OF PRACTICES FOR LAND SURVEYING IN NORTH CAROLINA
CHAPTER 56 SECTION 1606 OF THE NORTH CAROLINA ADMINISTRATIVE
CODE AERIAL TOPOGRAPHIC MAPPING WAS PROVIDED BY SOUTHWEST
AERIAL MAPPING AND SUPPLEMENTED BY CH ENGINIEERING.
D HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 83) VERTICAL DATUM IS BASED
ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD 29)
GENERAL NOTES:
1 THIS IS A STANDARD SHEET SHOWING COMMON
SYMBOLOGY ALL SYMBOLS ARE NOT NECESSARILY USED
ON THIS PROJECT.
2 SCREENING OR SHADING OF WORK IS USED TO
INDICATE EXISTING COMPONENTS OR TO DE- EMPHASIZE
PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED
TRADE WORK REFER TO CONTEXT OF EACH SHEET
FOR USAGE
DASPHALT
i
GENERAL ABBREVIATIONS
O
AT
N
AFG
ABOVE FINISHED GRADE
N/F
APPR
APPROXIMATE
N
AVG
AVERAGE
NIC
EARTH (SECTION)
NTS
BET
BETWEEN
BLDG
BUILDING
OD
BM
BENCH MARK
OH
BOT OR B/
BOTTOM
YNnY eerMawrwxe 111m Ow1Eit P11alC FMLIIEe, OQIIOINO BIOE1YM10IIM
W W emFFnt�w eFecsmercnr
9Weovor
BST
BITUMINOUS SURFACE TREATMENT
PED
CB
CATCH BASIN, CABLE BOX
PG
CF
CUBIC FEET
PNT
CL
CHAINUNK FENCE
PSF
CMP
CORRUGATED METAL PIPE
PSI
CONC
CONCRETE
PT
CONT
CONTINUOUS
PVMT
CONTR
CONTRACTOR
PWR
CRS
CONSTRUCTION ROAD STABILIZATION
CTO
CENTER, CENTERED
RAD
CTRL
CONTROL
REF
CUFT
CUBIC FOOT
RPI
REDD
DEM
DEMOLITION
REV
DB
DEED BOOK
ROW
DBL
DOUBLE
DIP
DUCTILE IRON PIPE
S
OW
DIAMETER
SCED
DIM
DIMENSION
SO
DH
DOG HOUSE
SECT
DWG
DRAWING
SHT
SF
E
EAST
SPEC
E
EASTING
SO
EA
EACH
S
EL
ELEVATION
STTD O
EST
ESTIMATE
STL
EX
EXISTING
srRL
SYS
FDN
FOUNDATION
SY
FM
FORCE MAIN
FT
FOOT OR FEET
TEMP
FTC
FOOTING
TELE
FWD
FORWARD
TF
THK/TH
GPM
GALLONS PER MINUTE
TOC
GRD
GROUND
HOPE
HIGH - DENSITY POLYETHYLENE
TOG
TOS
HORIZ
HORIZONTAL
TOW
HT
HEIGHT
TYP
ID
INSIDE DIAMETER OR INTERIOR DIMENSION
UG
IE
INVERT ELEVATION
LINO
IN
INCHES
INC
INCLUDING
VBX
INSTL
INSTALL. INSTALLATION
VCP
VERT
LPT
LOW POINT
W
L
LENGTH
WD
MAX
MAXIMUM
WL
MH
MANHOLE
WM
MIN
MINIMUM
W/
MISC
MISCELLANEOUS
W/O
MSL
MEAN SEA LEVEL
WSL
MATERIALS IN PLAN /SECTION
NORTH
NOW OR FORMALLY
NORTHING
NOT IN CONTRACT
NOT TO SCALE
OUTSIDE DIAMETER
OVERHEAD
PEDESTAL, PEDESTRIAN
PAGE
PAINT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POINT
PAVEMENT
POWER
RADIUS
REFERENCE
ROCK PIPE INLET
REQUIRED
REVISED, REVISION
RIGHT OF WAY
SOUTH
SCHEDULE
SATELLITE DISH
SECTION
SHEET
SILT FENCE
SPECIFICATION
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SYMMETRICAL
SYSTEM
TEMPORARY
TELEPHONE
TRANSFORMER
THICK
TOP OF CONCRETE SURFACE
TOP OF CURB
TOP OF GABION
TOP OF SLAB
TOP OF WALL
TYPICAL
UNDERGROUND
UNLESS NOTED OTHERWISE
VALVE Box
VITRIFIED CLAY PIPE
VERTICAL
WEST
WOOD FENCE
WIREUNK FENCE
WATER METER
WITH
WITHOUT
WATER SURFACE ELEVATION
� o
NOTES
PROJECT NOTES:
A LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE
APPROXIMATE AND WERE COMPILED BASED ON THE BEST INFORMATION
AVAILABLE THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY
COMPANIES AND SHALL FIELD VERIFY THE LOCATION, TYPE AND SIZE
OF ALL UTIUTIES PRIOR TO CONSTRUCTION
B THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY
ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND FOR
COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND
SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING
BUT NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)
C THE SURVEY AND 1' CONTOURS WERE PERFORMED TO MEET THE
STANDARDS OF PRACTICES FOR LAND SURVEYING IN NORTH CAROLINA
CHAPTER 56 SECTION 1606 OF THE NORTH CAROLINA ADMINISTRATIVE
CODE AERIAL TOPOGRAPHIC MAPPING WAS PROVIDED BY SOUTHWEST
AERIAL MAPPING AND SUPPLEMENTED BY CH ENGINIEERING.
D HORIZONTAL DATUM IS BASED ON THE NORTH CAROLINA STATE
PLANE COORDINATE SYSTEM (NAD 83) VERTICAL DATUM IS BASED
ON THE NATIONAL GEODETIC VERTICAL DATUM (NGVD 29)
GENERAL NOTES:
1 THIS IS A STANDARD SHEET SHOWING COMMON
SYMBOLOGY ALL SYMBOLS ARE NOT NECESSARILY USED
ON THIS PROJECT.
2 SCREENING OR SHADING OF WORK IS USED TO
INDICATE EXISTING COMPONENTS OR TO DE- EMPHASIZE
PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED
TRADE WORK REFER TO CONTEXT OF EACH SHEET
FOR USAGE
DASPHALT
(PLAN OR SMALL SCALE SECTION)
®
ASPHALT (LARGE SCALE SECTION)
CONCRETE (PLAN /SECTION)
®
DEMOLITION /DREDGING (PLAN /SECTION)
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GRANULAR FILL (SECTION)
METAL (SECTION)
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City of Raleigh
Northshore
Lake and Dam
Rehabilitation
GENERAL LEGEND
AND ABBREVIATIONS
0 1 • 2- FILENAME OOC -02 <19.
SCALE NONE

0
n
0
0
L
J
4
N 4
PINE KNOLL OR
1-M
HBTI ma
aBT.eaMmle
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laaaei.a uw. Rrr Palo
O1
O
sIn,
TQ
p0
b
CAPITAL BLVD
0ptE5 OR \VE
PROJECT MANAGER IK TREFZGER, PE
D CROWELL, PE
P BLANDFORD, PE
J POWERS
G BLUE
PROJECT NUMBER 010913 - 52595 -01
KILCULLEN DRIVE
SPILLWAY
STRUCTURE
O
AND ENERGY INLET
DISSIPATION LAKE AND LAKESHORE GRADING AREA
y NORTHSHORE SPILLWAY BAYRIDGE CROSSING
ALIGNMENT
0 //� ACCESS AREA 'F'
yG'pol ACCESS AREA "I'
30 +00 r
12 1 RYEGATE DRIVE
13 yx '� I `` `` ```�` 1 r•�
ACCESS AREA
` I 00 18 i
I 45 +00 �} �g
J 17
16 ACCESS AREA 'K egg
ACCESS AREA 'J'
EARTHEN •�_ AREA H' �•� '
SI,wOc Oa EMBANKMENT
WATERBURY ROAD
UTILITY
RELOCATION
POTENTIAL STAGING AREA 9
a
NORTHSHORE LAKE
r
U
� LAKE RIDGE DRIVE
r
u
W
a
0
r
z
4�
J4
0
CONSTRUCTION BASELINE
DOE
0
NORTHING
FASTING
BEARING
GI
L NGTH
1
o�a�loo
2121074 76
N 16' 18 E
388 87
2
756749 75
n
2
�O
237 80'
3
756984.76
2121220 26
r
G�
4
757096 60
2121252 41
N24'40'0I'E
178 26'
5
757258 60
2121326 80
N00'00'00 "E
40 50'
no
75729910
212132680
INGRAM DRIVE
10214'
7
P
2121365 92
u�
114 61'
8
757477 62
2121443 70
N 18'07'51 -E
53 11'
9
757528 09
2121460 23
N15'25'04'E
624 44'
10
75813005
2121626 24
0+00
g +00
3
10 +00
14+00---'
� 16 +5 23
20 +00
N05'2 I'll 4"E
1
2
759151 90
--
N27'34'33E
446 39'
13
759547 58
2122074 26
N36- 11 :25 "E
�0
14
759609 17
2122119 32
N31'1326E
yyy
15
759870 95
2122278 01
N38'59'52E
437 74'
16
76021 1 15
2122553 48
N1624'43 "E
CONSTRUCTION
BASELINE
I j
2122759 85
N00'21'041W
358 90'
18
761270 71
GREYW000 DRIVE
r-
BRENTWOOD TODAY LAKE
N 4
PINE KNOLL OR
1-M
HBTI ma
aBT.eaMmle
P7a7 MPBSIY OHw, W EPTI RrYy� MO Em:
laaaei.a uw. Rrr Palo
O1
O
sIn,
TQ
p0
b
CAPITAL BLVD
0ptE5 OR \VE
PROJECT MANAGER IK TREFZGER, PE
D CROWELL, PE
P BLANDFORD, PE
J POWERS
G BLUE
PROJECT NUMBER 010913 - 52595 -01
KILCULLEN DRIVE
SPILLWAY
STRUCTURE
O
AND ENERGY INLET
DISSIPATION LAKE AND LAKESHORE GRADING AREA
y NORTHSHORE SPILLWAY BAYRIDGE CROSSING
ALIGNMENT
0 //� ACCESS AREA 'F'
yG'pol ACCESS AREA "I'
30 +00 r
12 1 RYEGATE DRIVE
13 yx '� I `` `` ```�` 1 r•�
ACCESS AREA
` I 00 18 i
I 45 +00 �} �g
J 17
16 ACCESS AREA 'K egg
ACCESS AREA 'J'
EARTHEN •�_ AREA H' �•� '
SI,wOc Oa EMBANKMENT
WATERBURY ROAD
UTILITY
RELOCATION
POTENTIAL STAGING AREA 9
a
NORTHSHORE LAKE
r
U
� LAKE RIDGE DRIVE
r
u
W
a
0
r
z
4�
J4
0
CONSTRUCTION BASELINE
POINT NO
NORTHING
FASTING
BEARING
GI
L NGTH
1
756376 52
2121074 76
N 16' 18 E
388 87
2
756749 75
2121183 94
NOW47'08 "E
237 80'
3
756984.76
2121220 26
N16'02'12'E
116 37'
4
757096 60
2121252 41
N24'40'0I'E
178 26'
5
757258 60
2121326 80
N00'00'00 "E
40 50'
6
75729910
212132680
N22- 31 -14-E
10214'
7
757393 44
2121365 92
N42'44'1 7E
114 61'
8
757477 62
2121443 70
N 18'07'51 -E
53 11'
9
757528 09
2121460 23
N15'25'04'E
624 44'
10
75813005
2121626 24
N18'28'58"E
638 29'
11
758735 42
2121828 58
N05'2 I'll 4"E
418 30'
12
759151 90
2121867 61
N27'34'33E
446 39'
13
759547 58
2122074 26
N36- 11 :25 "E
7631'
14
759609 17
2122119 32
N31'1326E
306 13
15
759870 95
2122278 01
N38'59'52E
437 74'
16
76021 1 15
2122553 48
N1624'43 "E
730 43'
17
760911 82
2122759 85
N00'21'041W
358 90'
18
761270 71
2122757 65
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
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J POWERS
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32 = Lake and Dam
Rehabilitation
PROJECT NUMBER 010913 -52595 -018 n'10IIti
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06/2012 ISSUED FOR REVIEW
ISSUE I DATE DESCRIPTION
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IROJECT MANAGER K TREFZGER, PE
P BLANDFORD, PE "" "" "• City of Raleigh
J POWERS
G BLUE = 2 E < NorthShore
32 = Lake and Dam
Rehabilitation
PROJECT NUMBER 010913 -52595 -018 n'10IIti
1p I
,r� C I crcNn
24080 APPX BOTTOM OF SEDIMENT
`I /•1`
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PRELIMINARY — NOT FOR
11/2012 JISSUED FOR REVIEW
06/2012 JISSUED FOR REVIEW
ISSUE I DATE _ DESCRIPTION
MANAGER K TREFZGER, PE
P BLANDFORD, P
J POWERS
G BLUE
010913 -52595 -018
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
NIB
■�
■c
NM
EXISTING CONTOUR INTERVAL IS 1 FOOT
I EGENn
/- 24080 APPX BOTTOM OF SEDIMENT
RNlATLOXSN OTIER PUBLIC FACMS:s. MDLWBIO ®EWILlONO
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RAL NOT
1 THE PROJECT GOAL IS TO PERFORM THE
IMPROVEMENTS WHILE MINIMIZING THE
DISTURBANCE AROUND THE EXISTING LAKE
PERIMETER THE CONTRACTOR SHALL NOT
DISTURB THE SELECTIVE CLEARING AND
GRUBBING AREAS WITHOUT PRIOR
APPROVAL FROM THE CITY'S
REPRESENTATIVE
2 THE AREA BETWEEN THE EXISTING LAKE
NORMAL POOL AND TEMPORARY
CONSTRUCTION AND ACCESS EASEMENTS
NOT IDENTIFIED AS A SELECTIVE CLEARING
AND GRUBBING AREA SHALL BE
CONSIDERED A COMPLETE CLEARING AND
GRUBBING AREA UNLESS NOTED, THESE
AREA SHALL BE COMPLETELY CLEARED AND
GRUBBED
3 REMOVE ALL DEMOLITION DEBRIS FROM
THE WORKSITE NO DEBRIS IS TO BE
BURIED ON THE WORKSITE OR PLACED
ON ADJOINING PROPERTIES
4 DO NOT DISTURB EXISTING REVETMENTS OR
RETAINING WALLS UNLESS OTHERWISE
NOTED
5 REMOVE EXISTING TREES /SHRUBS WITHIN
THE LIMITS OF DISTURBANCE UNLESS
NOTED OTHERWISE DO NOT REMOVE ANY
TREES /SHRUBS BEYOND THE LIMITS OF
DISTURBANCE
6 EXISTING FENCING WITHIN THE LIMITS OF
DISTURBANCE UNLESS NOTED OTHERWISE
SHALL BE EITHER REMOVED OR
RELOCATED INSTALL TEMPORARY FENCE
AND GATES OR RELOCATE EXISTING FENCE
AND GATES TO ENSURE THE INTEGRITY OF
ANY REMAINING FENCE BEYOND THE LIMITS
OF DISTURBANCE IS RETAINED DO NOT
REMOVE ANY FENCING BEYOND THE LIMITS
OF DISTURBANCE PROVIDE TEMPORARY
FENCING TO MAINTAIN YARD ENCLOSURE
7 RESIDENTIAL SEWER SERVICE MUST BE
MAINTAINED AT ALL TIMES SEE SHEET
01C -05 FOR SANITARY SEWER
REPLACEMENT PLANS REMOVE AND
REPLACE GRAVITY SEWER ONLY WITHIN THE
LIMITS OF DISTURBANCE AS INDICATED ON
THE PLANS
8 THE PROPERTY OWNER SHALL BE
RESPONSIBLE FOR REMOVING OR
RELOCATING PUMPS AND ASSOCIATED
APPURTENANCES, CONTRACTOR SHALL
NOTIFY PROPERTY OWNER AT LEAST 7
DAYS PRIOR TO REMOVING
9 ALL TREES LOCATED ON THE EXISTING
EMBANKMENT SHALL BE CUT DOWN WITH A
CHAIN SAW THE STUMPS AND ROOTS
SHALL BE REMOVED BY DIGGING, NOT
PULLING SPECIAL CARE SHALL BE TAKEN
TO MAINTAIN THE INTEGRITY OF THE
EXISTING DAM
10 COORDINATE WITH THE PROPERTY OWNER
TO SHUT OFF POWER PRIOR TO
DEMOLITION OF THE CONCRETE POOL AND
POOL HOUSE
11 THERE IS AN EXISTING GEOTHERMAL PIPING
WITHIN THE LAKE COORDINATE WITH THE
PROPERTY OWNER TO HAVE PIPING
REMOVED THE OWNER SHALL BE
RESPONSIBLE FOR REPLACING THE PIPING
KEY NOTES
RELOCATE OR
REMOVE 10 LF OF 18" RCP STORM
REMOVE (TO BE REPLACED)
DRAINAGE PIPE
REMOVE 17 LF OF 18" RCP STORM
l�
DRAINAGE PIPE
3/
REMOVE 26 LF OF 15" RCP STORM
SELECTIVE CLEARING
DRAINAGE PIPE
I FCFN ]
RELOCATE OR
REMOVE (TO BE REPLACED)
®DEMOLISH
(DO NOT REPLACE)
SELECTIVE CLEARING
AND GRUBBING LIMITS
PRELIMINARY - NOT FOR CONSTRUCTION PROJECT MANAGER IK TREFZGER, PE
P BLANDFORO, PE ``SH 1 CARpG, City of Raleigh DEMOLITION PLAN
J POWERS `:2pQ` •QESSip1,. v
G BLUE _ Northshore
a
ti Lake and Dam
11/2012 ISSUED FOR REVIEW N E:•S �,.` SHEET
Rehabilitation 0 2" FILENAME OOX -03 Ogn
ISSUE 06 /DATE ISSUED DESCRIPTION PROJECT NUMBER 010913 -52595 -018 �'��'Z
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CHARLES F
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NORrNSHORE
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AREA , I MI6 I NATIa C sAVIErT
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to 1291 r- EXISTING NORMAL WATER ELEVATION: 263.8
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\ ` e9RE CONSTRUCTION 3,1e
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RETAINING WAIL 1991NE 48 +DG 2 IB'p1M 2 / _ •l / '1
pal (DO NOT DISTURB) le oAN 12•GUM
REMOVE OR 49 6'Q_
47 +00
CONSTRUCTION RELOCATE 12 TRIM
BASELINE % �(-
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2Y - NOT FOR CONSTRUCTION PROJECT MANAGER K TREFZGER, PE
P BLANDFORD, PE
J POWERS
11/2012 ISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
ISSUE I DATE DESCRIPTION
PROJECT NUMBER
J
0
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
ROFD
1
ID
IC
�W
COOS. THE9E FACILIIEB HAYE BEEN APPRDVEDBY THECT OF RMEN,N AIIDIDWLBE A
SOMTM M.E69A0UN(E19ALITI4M SYWM+ENAPPROYAL PLOJC
SANRAFW 6E W ER EASEMENTS AM TO BE � MIOR TO FINN. ACCEPtANCE.
TRANSPORTATION BFfMf
PLELM UTILITIES
CONSFRYAT10N t7gNEER
THE QTY OP RALEKi CO 3 TH8 C04YECRp1 AND EiTEMSM aP THE 0-3
PUBLIC SEWER SYSTEM AS SHOWN ON THIS PLAN. TKE MATIMAL AND COIIHO6ICIWN
IS:TN009 USED FOR TIAS P CT SHALL CONFRW TO THE STANDARDSAND
SPFWXATKW1S OF THE CffY9 PIIDNC UTILITIES HNmBOOR
CRY OF RALEION
PUBLIC M" ES RPARtIm1T REIOSTj
AUTIIOR9ATM TO COIBN WCT
MlE
DEMOLITION PLAN
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GENERAL NOTES.
a +967 Pc Js' 'a� /�' t' °'� i c B CONSTRUCT N D -03 PROTECTION
P »2505 -+9 86 �I 4 ER 1 1 SEE CONSTRUCTION SEQUENCE NOTES ON
0 -06 ENT E., ` �� \ m.EC4 7E ROAD
D -02 0
\ SHEET
�: a309 / - _ - - - _ - - - - - - - - 2 DRAIN (LAKE USE EXISTING O ANY GRADING DING
TRU
1 JIMMI Sc N/F \ I' _ \ _ FLOW
•SENTERLNE� 2 e c f a• ALecH D so ER JR T _ -
De Pc DRAIN M SLOWLY DRAIN THE LAKE A
11 BM t 68 tes 4 }. � ^ MAXIMUM OF 1 FOOT PER DAY THE
�y / PI7 -z 101 i EXISTING VALVE HAS NOT BEEN OPERATED
6 °3�" AIN NK acv "a���� u" F IN YEARS AND MAY NOT WORK THE
��� 0B'zai PG 4981R ' ( l ' CONTRACTOR WILL BE RESPONSIBLE TO
_0 +961 -tC-11 I BLAf1 PROVIDE A PUMP TO DRAIN LAKE IF
1 BM 61
EMI sA00
1 P 2817 -20- I -I \ / n DM '519 PG EXISTING LOW FLOW DRAIN DOES NOT
01 �- A oa L eIC G 0" i J/ 'HA ELZANO n " B 67 P PROPERLY FUNCTION
j v / 1968 PG SALLY WALL 10578 PC 68 12 -20
IN -227 D ` }20 E B 3 THE CONTRACTOR SHALL REMOVE FISH AS
FE 01 5 c 562 ENO B I 9 PG 6 9 IN 361 SOON AS POSSIBLE THE CONTRACTOR
z0 SAN, 196 SHALL NOT RELOCATE THE FISH INTO
SE PUBLIC WATERS
7 -20 -3 47
`� / n• _�� 1 PIN 1
wER EASEMEn• - CTION 1 17 -20 - }' ER- E.15EMENt' -� - --
-n•_ NC E, >R 4 INSTALL TEMPORARY STORM SEWER IN
VCP - -rti _ 1 CP SAME TRENCH REQUIRED FOR THE LOW
_,,,--_ - -a" N FLOW DRAIN SIPHON THE TEMPORARY
STORM SEWER PROVIDES RELIEF DURING
A 1 \ ll INV` 60 0 \\� `` -` - LARGE RAINFALL EVENTS THE
l 1 �`n�. 72' W°OD iENCE CONTRACTOR MAY PROVIDE ADDITIONAL
BYPASS J Cj
INSTALLATION OF THE SIPHON OR PUMPS
TO REDUCE THE AMOUNT OF PONDING
DURING RAINFALL EVENTS ANY ADDITIONAL
\ + \ 1r AINNG WAL TYP, N2 � BYPASS MEASURES MUST BE APPROVED BY C
= THE OWNER
AINI h 5 IF THE EXISTING LOW FLOW DRAIN DOES
\ \ \ \ \ \ _ { LLJ NOT FUNCTION, THE CONTRACTOR SHALL
SERVE 1 A \ �� e, )L''I INSTALL THE PERMANENT LOW FLOW
\ ,\ `\ - ' j / O `!C (n SIPHON DRAIN AND TEMPORARILY DRAIN TO
1 y' CON T C ION \ Q y /\ y Z THE OUTLET OF THE TEMPORARY STORM
BASEL O SEWE DE THE CONTR FIOR THE SHALL ALSO
\ 1 l\
1' J< AND /OR KEEP THE LAKE AT AN ELEVATION
11 II I , ,1 G�7 00 1 \ �,\ END TEMPORAR i .\ \ — - _ - - - IZ OF 255 OR LOWER, WHILE PERFORMING
It 100.331 t 1 I \ - , CONVEYANC C NN C 1 - �r- -- THE GRADING
4CCES5 •./ / y \ z5s5T -_ - IH-
"2 a +0° — — — - - - -- _ _ —
III z Q RPI 5 CENTER Lt E, 1, 1\ - _ FLOWLINE „E. 6 PRIOR TO DISCHARGE OF RUNOFF FROM
' I 1 1111 i I 1 1 I \\ 250 DJ _ - -' - - - DISTURBED PROJECT AREAS V THE
IN 1 (uNDI�aEO) i - � 0 (uN t�RBEO DESIGNATED TEMPORARY CONVEYANCE
\ / \ �� 44 +00 � CHANNELS, ALL PROJECT RUNOFF FLOWS
A X\LC�}tpN I I OT FOUPfD SHALL BE COLLECTED. CONVEYED AND
t '�'0 E ISTt�J K lD IN � E12- 4 TE 5) / /� / �� - - 4 _ _ - - - - _ - - - - -- =- -� Ili TREATED IN ACCORDANCE WITH PROJECT
- � I SEDIMENT AND EROSION CONTROL PLAN
�\ % \ -- --- --'�4i +001, - / ] 5 TEMP NVEYANCE Q PROVISIONS
42 +00 / D -02 CH NEL, TYP 4 2 SIZED TEMPORARY
O CONVEY EAK DISCHARGE FROM
R / /�Z THE 2 -YEAR STORM EVENT TRA HOUR
�l / f DISTRIBUTION) AT THE CONTRACTORS
OPTION, THE CONTRACTOR MAY PREPARE,
6 L `�� / / /I= SUBMIT AND REQUEST APPROVAL OF PLANS
!\ / I J
/ / 1 A.n V FOR ANY TEMPORARY DRAINAGE FACILITIES B
INL K, PIPI, D -02 NEIGHBORHOOD 6 SPI 36u5 N/F �.\ `C� /N / / Q FORA DIFFERENT STANDARD GREATER
F �'� THAN THE 2 -YEAR STORM EVENT
F / / (24 -HOUR DISTRIBUTION)
PIN 1726 17 -20 -6533 1L f
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THE TEMPORARY CONVEYANCE CHANNELS
AND MOVE THE LOCATIONS TO ADJUST TO
THE WORK BEING PERFORMED
y�y_y•y � 04
SEDI OENT 4
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PRELIMINARY - NOT FOR CONSTRUCTION PROJECT MANAGER K TREFZGER, PE
P BLANDFORD, PE
J POWERS
G BLUE
11/2012 ISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
n.wtl WjRdWIK MII ISSUE I DATE DESCRIPTION PROJECT NUMBER 010913 -52595 -018
- Rmner P4N1/
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
O
/ � IITIIITY MBTAWl10N9 AND OTHER RIRIC FAfAIIIEB. NClIID016 ANO
/ INNDIGDR,MO+B ARE TO BE CONBTRUOIED ON ALL HII�ETB AB I�EC6E0 BY CRV
CODE THESE FAfAfDEB NAVE BEOI APPROVED BY THE CRY OFRAIEION ANOBWML Be
WLI ACE BOVM=UI6E4.9ACIN11OEtl AUR40R9:E0 BY WRRTE//AAROVAL PO$!C A
&WRARYSEWER EABELENfB AREroBE REraIaED PRIORroP1fY1L ACDePTANYE.
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Northshore
Lake and Dam
Rehabilitation
O
/ � IITIIITY MBTAWl10N9 AND OTHER RIRIC FAfAIIIEB. NClIID016 ANO
/ INNDIGDR,MO+B ARE TO BE CONBTRUOIED ON ALL HII�ETB AB I�EC6E0 BY CRV
CODE THESE FAfAfDEB NAVE BEOI APPROVED BY THE CRY OFRAIEION ANOBWML Be
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O\ 1D -04 1 i \ SEWER EASEMENT 84 2 61 P 61
gyp:.• 11ttci i Pi\ ' 726 1 00 ��'J �—_
DQ 1(+ml la 4 }09 \ �O ( 3
\ GEORGE C FI\CH
SYL A JEAN '/I F'NCH !
1 ACCESS 08 9621 PC 256 1
L AREA •J• BM 1972 PC \ CID
P L 1 $HE •• �'•• /� � P ,4lf+,+}�� '(,•%
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- NOT FOR CONSTRUCTION
11/2012 JISSUED FOR REVIEW
06/2012 JISSUED FOR REVIEW
DATE I DESCRIPTION
MANAGER K TREFZGER, PE
P BLANDFORD, P
J POWERS
13- 52595 -01
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
N
15
LRARYMBTALATIONB AND OVER POBMC FAMIM . MMUMO RDEWAL10At0,
NANQd1P RAAIPB m IE CON9TRU0TED aN Au 81 "®EG11EL BYa
COOL THESEFAOR71E9H11VEBEENAPPROV DBYT QE WR&!V,IINAND® SE
80 MSTALIEOI.. •4• AdMNOE M AUngROED BY V I- MEYC
BANRARY 3SNER FJUOENTS NE TD BE IECONp® PRIOR ro FMAL AC ®TANCE.
TRANSPORTATION ®LYK�S
CM49ERNAlNi4 EIIW�R
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THE QTY OF RALEM CONgMB ro TNE COWMIM N AND E%TENSMI OF ME CRYB
PUBLIC BEINEI, SYSTEM AS yIWM DR TNIBPLAN TNE WTEIDAL AFM COrO1RIO M
IE1M00911?£D FOR 1,16PROEMAC CONFMW roTNE BTANMimB AIO
SPECffIGT1M,S OF THE CRY! PUBLIC 1/141TE9 NAI090OIL
QTY OF RNFJON
PIELIC UTLRES OEPART4ETIT PER4OT
NIMORIZAT MCWSIRUCT
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SEDIMENT AND EROSION CONTROL
PLAN
INITIAL PHASE
0 1 • 2• FILENAME OOC -02 dgn SHEE
SCALE 1• = 40'
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K TREFZGER, PE
P BLANOFORO. PE
PROJECT NUMBER 010913 -52595 -018
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
GENERAL NOTES
1 UPON COMPLETION OF THE SPILLWAY, LOW
FLOW DRAIN AND MAJORITY OF THE LAKE
GRADING, THE CONTRACTOR SHALL REMOVE
THE TEMPORARY STORM SEWER AND
COMPLETE THE DAM EMBANKMENT GRADING
THE CONTRACTOR SHALL MAINTAIN A
MINIMUM LAKE ELEVATION OF 255.0 UNTIL
ACCEPTANCE BY NORTH CAROLINA DAM
SAFETY REPRESENTATIVES AND THE CITY.
2 UPON ACCEPTANCE OF THE SPILLWAY AND
CONTRACTOR SHALL STALL THEAWtAAD
PLANTINGS PER WETLAND PLANTING PLAN
THE CONTRACTOR SHALL MAINTAIN THE
NORMAL POOL BELOW THE PLANTINGS UNTIL
VEGETATION IS ESTABLISHED
3 THE CONTRACTOR SHALL TEMPORARILY SEED
ALL R FOR MRTH 21DS
4 UPON ESTABLISHMENT OF THE PERMANENT
VEGETATION AND ACCEPTANCE BY THE OWNER,
THE CONTRACTOR SHALL REMOVE THE
REMAINING EROSION CONTROL MEASURES AND
TEMPORARY TREE PROTECTION FENCING.
lIB/TY 0147 nQMN OTNERN C FACQITEB, XXLUOWB
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p 1 • 2• FILENAME OOC -03 dgn SHEE
SCALE 1• = 40'
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'ROJECT MANAGER K TREFZGER, PE
P BLANDFORD, PE
J POWERS
G BLUE
PROJECT NUMBER 010913 -52595 -018
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
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MY SEMEN E�IINE TO BE RECORDED R80RT0FNK ACCEPTANCE.
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EXCAVATE AT UPPER LIMITS OF EXCAVATION
TO ELEVATION INDICATED MAINTAIN A
MINIMUM DISTANCE OF 5' FROM EXISTING D
REVETMENTS AND STRUCTURES
PROGRESS ENERGY SHALL RELOCATE AND
INSTALL OVERHEAD POWER AS SHOWN
CONTRACTOR SHALL PROTECT AND WORK
AROUND RELOCATED POWER POLES THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
FOLLOWING OSHA GUIDELINES FOR WORKING
AROUND HIGH VOLTAGE POWER
THE CONTRACTOR SHALL REPAIR ALL FENCES
DISTURBED DURING CONSTRUCTION WITH NEW
MATERIAL OF THE SAME TYPE AND SIZE
THE CONTRACTOR SHALL INSTALL A 12' WIDE
DOUBLE CATE CENTERED ON THE SANITARY
SEWER SEE SHEET 0-04, DETAIL 5
PROPOSED CONTOUR INTERVAL IS 1 FOOT
WHERE THE STORM DRAINAGE PIPE EXTENDS
THROUGH A PROPOSED RETAINING WALL, NO
FLARED END SECTION IS REQUIRED AND THE
PIPE SHOULD EXTEND 2 -6 INCHES BEYOND THE
WALL
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CRY OF RAIEIBH AIm SHALL BE 80IRSTAUEO UIlES9 ACHMOE �.9 A
AUnIBR ®BYnWT Pft= i f PHBLIC BAHITARY BEVYEA EABFAErRB
IJIE TO BE AECOROEO PRIOR TO fBMLACCEYFANGE
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PRELIMINARY — NOT FOR CONSTRUCTION PROJECT MANAGER IK TREFZGER, PE
P BLANDFORD, PE CA'R"- City of Raleigh
J POWERS ,:ot ;oEss45.94, GRADING PLAN
G BLUE ; =,<¢•z, Northshore
z = Lake and Dam
11/2012 ISSUED FOR REVIEW ',FTy E" ` `� FILENAME OOC —OS d n SHEET
06/2012 ISSUED FOR REVIEW gg/r I1 Rehabilitation o 1" z' 9
ISSUE DATE DESCRIPTION PROJECT NUMBER 010913- 52595 -018 "'r'Jt�/�L SCALE 1" — 40' C-05

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<I LIMIT, ELEVATION 2620-1-
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I ELEVATION 263 0
EXISTING OUTLET '
Lj SHORELINE STABILIZATION 4 /
STRUCTURE D -04 '
UPPER EXCAVATION 261 5
_
IT, ELEVATION 2650 OPOSED
HOREUNE RETAVV- 'L
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1 TEMP UTILITY '' D;'96211 PG 256
`\ 1\ CROSSING 605 r1 `\� 1 e•+ 972 P_/ 1
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SANITARY SEWER` LOAN T OU N/F
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ELEVATION VARIES `' , n 1 Pi I ne ter 220
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1 EXCAVATE AT UPPER LIMITS OF EXCAVATION TO
ELEVATION INDICATED MAINTAIN A MINIMUM DISTANCE
OF 5' FROM EXISTING REVETMENTS AND STRUCTURES
2 RELOCATE EXISTING SANITARY SEWER AS INDICATED
WITHIN THE LIMITS OF DISTURBANCE REPLACE
EXISTING SEWER PER THE REQUIREMENTS OF THE
CITY OF RALEIGH UTILITY DEPARTMENT FOR RIM AND
INVERT ELEVATION INFORMATION, SEE SHEET 02C -08
FOR SEWER PIPING PROFILES 0
3 EXISTING STORM SEWER PIPE COULD NOT BE FOUND
AND IS ASSUMED BURIED THE ALIGNMENT IS
ASSUMED TO BE IN THE CENTER OF THE EXISTING
DRAINAGE EASEMENT
4 THE CONTRACTOR SHALL INSTALL A 12' WIDE DOUBLE
GATE CENTERED ON THE SANITARY SEWER
5 THE CONTRACTOR SHALL SUBMIT A SEPARATE SEWER
BYPASS PLAN SEALED BY A NC PROFESSIONAL
ENGINEER TO THE PUBLIC UTILITIES DEPARTMENT
PRIOR TO PUMPING OPERATIONS PUMPING
OPERATIONS MUST BE MONITORED 24 HOURS A DAY
FOR EACH DAY OF PUMPING BY QUALIFIED
PERSONNEL IN ORDER TO RESPOND TO PROBLEMS
OR FAILURES 100% REDUNDANCY IS REQUIRED FOR
PUMPING OPERATIONS BACK UP PUMPS SHALL BE
CONNECTED TO THE BYPASS FORCE MAIN TO
FACILITATE IMMEDIATE USE UPON FAILURE OF THE
PRIMARY PUMPS
- BYPASS FROM MH 1 TO MH 6
• PEAK FLOW - 450 GPM
• TDH = 57 FEET WITH A 4 -INCH FORCE MAIN
- BYPASS FROM MH 5 TO MH 6
• PEAK FLOW = 1750 GPM C
• MH - 78 FEET WITH A 6 -INCH FORCE MAIN
6 PROPOSED CONTOUR INTERVAL IS 1 FOOT
7 THE CONTRACTOR SHALL NOT REPLACE FENCE WITHIN
EXISTING EASEMENT
KEY NOTE.
O1 TRANSITION EXCAVATION ELEVATION FROM
262 5 TO 262 0 IN THIS AREA
AIL
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G BLUE = 2' Northshore
32
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111/2012 ISSUED FOR REVIEW , %,FTy' SHEET
06/2012 ISSUED FOR REVIEW E' t •'��" Rehabilitation 0 1' 2' FILENAME OOC -06 d9n
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\ BOTH SIDES) _ --
i j r ". R 5 5/264 7 �
,,77cccC'0000*nnntc��CR ��a =� °a, SLOTTED �I•,I E� 267
0, \ aE \ <EI V: •P BLRC I APRON T OF FLOOR DRAIN PI f
'239, PC 2499 \gam EL 24575 Ex 20 aM1r
1 v aJ 6tr 19tr8 PG 184 a A \\ S8,.fB ASE•IT IT / / - — Q ORSVACE CCVC E \ 9
'GR 2a9 95 .' Yu ' 72S °P- 79 -OS49
' "fl T j4c 35 P
6 �` c z 30 #OW EL 258 0 x� \ OW (RET) �64 7� 164 Q ac \ \
1�
\ � ° � 1 w �{"� ;� �� G � � . �� '� 1' � i 1 ac EI(TMP) �' GENERAL NOTES.
h J
1,-
V
a \
nP
3S I RIP RAP
1VEL BOUNDARY /
FIL' ER FABRIC J
rCP_ 255 C7
d'o.,r 244 7
� TOWM725TT TqW EL 263 5
CLASS I RIP RAP-AV GRAVEL
FA 1 NORMAL POOL
ORIFICES
6 A L,VIYL.RLIC GCL
6-02 STOP (TYP)
3c7s�
90 CLARE CW�'i& ,R
PO'.1 CHATHA CD
C8 361 C 075„
flu 1968 G 184
"!;1 1961 361
P•. 2505- '�3C
\n
A D R IV �
7 A
FM
of UM e.00ims
after 04w, 11 t 3371 RdI RC
Ilaneia Tae. Nrr wfu
11/2012 ISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
ISSUE I DATE I DESCRIPTION
1. ter.
019w
lop
•\ jj
�q DROPlNLEL�
D -0I INV = 248 5 \
8 LF 18• RCP 0 3 SR \ \
�-- ---aye --
PERMANENT
ACCESS EASEMENT-
RUCTION PROJECT MANAGER K TREFZGER. PE
D CROWELL. PE
J POWERS
G BLUE
!i ( -
� � 1 UPON COMPLETION OF SPILLWAY STRUCTURE,
LOW FLOW DRAIN AND MAJORITY OF LAKE
I �� GRADING. ABANDON EXISTING LOW FLOW DRAIN
J THROUGH DAM AND FILL WITH NON- SHRINK
Kfc c GROUT SEE DETAIL 7 ON SHEET D -05
REMOVE THE EXISTING LOW FLOW DRAIN
tNV +2635] CHIN `fN VALVE BEYOND THE TOE OF THE
a
EMBANKMENT
T011/ L X67 5 H
r ! U-
Its
EXCAVATION LIMI ON
DAM EMBANKMENT
eJ
I I
rOP .z z,
2 CONTRACTOR SHALL MODIFY EXISTING RCP
LIMITS THE PROPOSED RIPRAP DOES NOT
1 /
0D / OREUNE,/
�6
I
I/
1
1
x"12'0 251 79
INTERFERE WITH THE OUTFALL
1
i
•�
E 2122262 53
SPILLWAY CENTERLINE
D
759849 92
II
1
3 CHAIN LINK FENCE TO BE PLACED ON
WALL FROM POINT P TO POINT M
E
j
ra,
SPILLWAY CENTERLINE
F
1
2122096 36
SPILLWAY
G
759705 66
30v BEND WI
RESTRAINED J01 TS
INSIDE WALL OF STRUCTURE
H
759770 27
2122058 60
INSIDE WALL OF STRUCTURE
AND FROM POINT F TO POINT J
759838 83
7
INSIDE WALL OF STRUCTURE
J
'\
2122039 40
INSIDE WALL OF STRUCTURE
K
4 ALL PIPE PENETRATIONS THROUGH THE
C
i 45, BEND WITH �.
1 /
759867 22
2122084 93
INSIDE WALL OF STRUCTURE
M
759837 19
SPILLWAY WALLS SHALL COMPLY WITH DETAIL
1• SHEET D -05
INSIDE WALL OF STRUCTURE
TI N RE TRAINED JOINTS'
i
759784 72
2122084 89
INSIDE WALL OF STRUCTURE
0
759720 22
MANUAL
0 05 AIR RELIEF,
I
\
759715 64
2122136 10
INSIDE SOUTHEAST CORNER OF WINGWALL
H GIM 1
0
ID E/ 7 1
GATE VALVE Se
D 5
NOWHS40W
I n6GH8OR1000 ASSCC IC/
i MARTHA 8 11,UIR4S
B1 1967 PC 361
•\
\
I
N PN 172617 -20 -653 } /
Y
*OP 267 d \.
"OP
NTAIN 12' WIDTH i
! TOP OF DAM '
$
1 / 9 P OCK
\
\.\
,Your 25200 .\
• \•
7 ATION 267 0
I / D -05 L
\
7 9
BSERVATION WE I
PERMANENT
\
1
I
i / DRAINAGE
EASEMENT
I
j� ROPOSED SHORED E
16• DI LOW FLOW I i i
SIPHON DRAIN 6_ vk, /
/ B
i ! i
ENO OT P NZ), APPROXIMATE
/
r 7
i
i
7
i
I
r
ice
�t I
!
I
I ! I
' I I
i I
NUMBER 010913 -52595 -018
it r
/ /
i s2 /
EXCAVATION LIMI ON
DAM EMBANKMENT
_ 7 i
SEE NOTE 1
! /
i
EASTING
0 -05
1
1 /
759714 25
i
I
I
I/
B
1
�7
N 759875 07
1
i
759838 01
E 2122262 53
6 LOW FLOW
D -05 DRAIN INLET
II /
/ 250 03
(�nD SiuRBEO;
h/
1 /
I /
/
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
YfNIY R19TNJAMRI9 AMD OfNER PUBLIC FAeJERES UAXUW1090ER1LL10 AN0
MANOIaW RA1�B ATE ro ee C°NBfTWCTED on AEL 811EE18A88f£IS1E0 er arc
CCCE TIEEFACaITES MAYEB JTY OF RALENiM AND BMNLBE
O WLLEMNE MAU TM GR= WV MTEN O AI
BNarR SEWER FASOMErtAro IIEAE WW ro M ➢TAT E
.
TRA1a
BFIMCFA
omuEmrAnp4 eRescR
TIE Cm OF IIDI CONSORTS TO MNOIZI MN E%IV19w OF TIE arcs
rueLlc sEwER snnEr As clown w TMn nAN THE NMiFJBN. ANO WNS1RULTwN
YE USEC FOR Tag PROIER BIIAIL COMFORY TOTME RfAN0AR0l Alm
BfECaCS *1aUlOTq OF THE Cffl'8 PUBLK Ul¢TRF! MAN ®OOl
T C UrLITF90EPNRYEMf F A-
NnMaRPA—IN ro CGN5TRUCf
SPILLWAY IMPROVEMENTS
0 1• 2• FILENAME OOC -07 dgn
SCALE 1• = 20'
MEST
SPILLWAY LAYOUT
POINT
NORTHING
EASTING
NOTE
A
759714 25
2122106 51
SPILLWAY CENTERLINE
B
759777 49
212207174
SPILLWAY CENTERLINE
C
759838 01
2122056 74
SPILLWAY CENTERLINE
D
759849 92
2122057 30
SPILLWAY CENTERLINE
E
759673 48
2122077 11
SPILLWAY CENTERLINE
F
759686 79
2122096 36
INSIDE SOUTHWEST CORNER OF WINGWALL
G
759705 66
2122094 11
INSIDE WALL OF STRUCTURE
H
759770 27
2122058 60
INSIDE WALL OF STRUCTURE
1
759838 83
2122038.28
INSIDE WALL OF STRUCTURE
J
759862 65
2122039 40
INSIDE WALL OF STRUCTURE
K
759879 71
2122069 31
INSIDE WALL OF STRUCTURE
L
759867 22
2122084 93
INSIDE WALL OF STRUCTURE
M
759837 19
2122075 19
INSIDE WALL OF STRUCTURE
N
759784 72
2122084 89
INSIDE WALL OF STRUCTURE
0
759720 22
2122120 34
INSIDE WALL OF STRUCTURE
P
759715 64
2122136 10
INSIDE SOUTHEAST CORNER OF WINGWALL
YfNIY R19TNJAMRI9 AMD OfNER PUBLIC FAeJERES UAXUW1090ER1LL10 AN0
MANOIaW RA1�B ATE ro ee C°NBfTWCTED on AEL 811EE18A88f£IS1E0 er arc
CCCE TIEEFACaITES MAYEB JTY OF RALENiM AND BMNLBE
O WLLEMNE MAU TM GR= WV MTEN O AI
BNarR SEWER FASOMErtAro IIEAE WW ro M ➢TAT E
.
TRA1a
BFIMCFA
omuEmrAnp4 eRescR
TIE Cm OF IIDI CONSORTS TO MNOIZI MN E%IV19w OF TIE arcs
rueLlc sEwER snnEr As clown w TMn nAN THE NMiFJBN. ANO WNS1RULTwN
YE USEC FOR Tag PROIER BIIAIL COMFORY TOTME RfAN0AR0l Alm
BfECaCS *1aUlOTq OF THE Cffl'8 PUBLK Ul¢TRF! MAN ®OOl
T C UrLITF90EPNRYEMf F A-
NnMaRPA—IN ro CGN5TRUCf
SPILLWAY IMPROVEMENTS
0 1• 2• FILENAME OOC -07 dgn
SCALE 1• = 20'
MEST

0
0
I
0
N
DURIN C H UCTION
0 MP DR AY 2 'OP =266
-
O6 8'CL' -259 36' �}
/ 4304
DAVID G LISOV/E
9479 G -
479 P G
TEMP ACC
e, 1968 184 �''� N
1 v 0015 , 0 O
CHAIN FENCE -04 0
TOP= 26 7 20
12 =252 47 � 7 COJ § UCTION
2"O UT 251 29'� �� 0 EE CE \ /
V (
„ Xi
V F�SOO E o<c • • �
``� \- i Q� ' • •+ •i ' 0-02 COAD�ABILIN ION
\ 8 "tN =263 30' JIV H SOUTHERN LAND /F
12' IN =251 RFaLEGH G SOUTHERLA 'D „R
12 "OUT 251 79' OB 673 371
8M 1968 PC
PIN 1 726 17 -20- TO
i I TOP =267 84 \
Z 12 "IN =252 09
tz'ou =
ACCESS AREA "F"
1 " = 30'
TEMPORARY 2 N
O DRIVEWAY (TYP) 0-06
CONS UCTI N 7
N
i TEMP
3 P p CATE
CHAIN NK f�\ NC i I '• ..20'•
, SILT FEN n_m ? �L-. -� L.
MARLCNT_ HLV E N/F
4412 P: CP CB 883 PG -E
1ND' RO8tNSONAGQi'ESS �: :� 8V 1968 PC 184
THIq ROBiNSOJREA "I, PIN 1 726 1 7 -21 -564 7
O5t9
8 ! 1968 PG 184 I ' CTION ROAff
126 17 96LPr t61 !,• CI 0 STABILIZATION (TYP)
PIN 17 -20 -4651 -
6 TEMP UTILITY
v • 14 D -02 CROSSING PROTECTION
---------------
12 VCP----------------- /
�'POP�263 13
-254 -- - --
ACCESS AREA "I"
1” = 30'
fm
MR EnWwM4 he
Ow. c.10—
06/2012
17f)IYORW G,M- �1•RtltlIC>Ca11 ISSUE I DATE
- NOT FOR CONSTRUCTION
FOR REVIEW
DESCRIPTION
4
D8
t1woo
•�� I
TEMP
ACCESS AREA "G"
1 " = 30'
1110 , 1
.10 ,' S FEO CE PROT&CCO N 0
6 ° '0 N
O
1
TOP =266 88 11
'NV= 26Q.10'
\• P
8'IN =261 53
\p� V
AREAS PRIOR TO PERFORMING ANY WORK
8 OUT-261 49
1
1
v EX 30
DRAINAGE AND
ACCESS
SEVER
t
t1t
EASEMENT \
AREA °Jf is
°
1\�ttt
4309
TEM ORARY
TILITY 6 III
K 11
GEORGE C, FINCH
SYLVIA JEAN PNCH
DB 9621 PC 256
CRO INC D
`
BV1 1972 PG
-02
PROTEC ON t1:
• \ t`
PIN t 7 6�'2b= 6 5
05 \1`•
b`I:
9
e 11
- 7933
VIELFORD SIDS
`\ t1
4 N LINK FENCE
CAROL C IV1S \t •\1`'
D8 10681 PG '830
p \
>t 1 `
-04
1
0�
BV' 97 G 1
6 P20
\ `
Sll, FENCE
8574
c" aR R4LEx11
2 TEMP
�TE O RY R 0 -06 DRIVEWAY
� TOP 270 73
�i ` /a7FR� 36' OLT 76573'
TOP= J 70 83
��y% 8 "OLT -261 2
J
ACCESS AREA "J"
1" = 30'
_ PROJECT MANAGER K TREFZGER, PE
_ P BLANDFORD, PE
J POWERS
G BLUE
PROJECT NUMBER 1010913 -52595 -018
O O ri
0, �
r1•9
ACCESS AREA "H"
1 " = 30'
ACCESS AREA "W"
1 " = 30'
City of Raleigh ACCESS AREA
Northshore GRADING AND PELRAO�SION CONTROL
Lake and Dam
SHEi
Rehabilitation D , • z- FILENAME OOC -08 dgn
SCALE 1• - 30'
F'"'*49
pt
;0),
,41)
WIE
MC
m1r:
C
0 46'
GENERAL NOTES -.
\• P
1 THE CONTRACTOR SHALL VIDEO THE ACCESS
\p� V
AREAS PRIOR TO PERFORMING ANY WORK
rs `GRADE ACCESS
2 APARTMENT PARKING LOT AREA SHALL BE
TO APPROX
COMPLETE BEFORE WORK COMMENCES ON
FtiY�2 10% SLOPES
ACCESS AREA G
/� _
HAIN _.,
3 UPON COMPLETION OF THE WORK, THE
uI
ENCEM9fMlAi
CONTRACTOR SHALL REMOVE ALL THE
Sa-O4
A10OMFAP1nlR.•F�IG6RIF9. R1G1xR10 ExEWNIn wuxx�v RNIP9ME io eE rEO aR
LT FENCE
AREAS ALONG WITH THE ASSOCIATED
AY/ipN
warwnrgwea .•E•s•,• ro IN RECORDED PRxll ro Ftl IxfF➢nIXE.
X396
Twnsortu'1°„s'.+'
]$4-
wax
- 7933
CONSIMATM EMOV�FJt
\
\
EEYYER �' ..cwneR RrsreR
ON ENTRANCE
n1E C1fYOP RNH011CVtSEIrtEron�COrlECrxR N1DE%TENSx11wn�Cms
wax �r,m srsrEr w+m+orm aR naswva n1E wmuK no m1olaxnoR
FOtTMO wroECl'BUHL COK0101T0 T1n 6T11RON✓flE wo
�L
cQ
EREanunorn or mE orvs wax u,uT�s+uraROa¢
c Tw
>
c" aR R4LEx11
j
wax IRLn1EE �ARItEH>• PFWiOf R
P TE
.u1H0RRwnMMC0N9TR+c+
ACCESS AREA "H"
1 " = 30'
ACCESS AREA "W"
1 " = 30'
City of Raleigh ACCESS AREA
Northshore GRADING AND PELRAO�SION CONTROL
Lake and Dam
SHEi
Rehabilitation D , • z- FILENAME OOC -08 dgn
SCALE 1• - 30'
F'"'*49
pt
;0),
,41)
WIE
MC
m1r:
C
0 46'
GENERAL NOTES -.
1 THE CONTRACTOR SHALL VIDEO THE ACCESS
AREAS PRIOR TO PERFORMING ANY WORK
2 APARTMENT PARKING LOT AREA SHALL BE
TOP 269 27
COMPLETE BEFORE WORK COMMENCES ON
' Ol,'-265 2!�,
ACCESS AREA G
/)
3 UPON COMPLETION OF THE WORK, THE
40NSTRUGTION
CONTRACTOR SHALL REMOVE ALL THE
ROAD /
TEMPORARY ACCESS DRIVES AND PARKING
ILL ZATION
AREAS ALONG WITH THE ASSOCIATED
GRAVING AND RESTORE AREAS AND
\
DRIVEWAYS TO PRE - PROJECT CONDITIONS
\
4 IF ANY PORTION OF AN EXISTING DRIVEWAY
\`
IS DAMAGED BY THE CONSTRUCTION
ACTIVITIES, THE CONTRACTOR SHALL REPAIR
A MINIMUM 10 FEET SECTION OF DRIVEWAY
ON EITHER SIDE OF THE DAMAGE
�L
cQ
5 THE CONTRACTOR SHALL PROVIDE THE SAME
LANDSCAPING AS EXISTING CONDITIONS
WHEN MATURE TREES AND SHRUBS WERE
j
REMOVED, THE CONTRACTOR SHALL REPLACE
P TE
WITH TREES AND SHRUBS AT LEAST 2
YEARS OLD
6 PROVIDE TREE PROTECTION FENCING OR SILT A
FENCING AT LIMITS OF DISTURBANCE,
TYPICAL
11 _
7 SILT FENCE SHOULD BE OFFSET 1' CLOSER
0
TO ENTRANCE FROM THE CHAIN LINK FENCE
G�4 E
IN AREAS WHERE BOTH FENCES ARE
NEEDED
7 1973 PG 4E
8 THE CONTRACTOR SHALL INSTALL A WOOD
DECK PER CITY BUILDING CODES THE
CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING THE REQUIRED BUILDING PERMITS
WOOD DECK SHALL BE SET FLUSH WITH
EXISTING APARTMENT PATIO

m
v
0
I
0
1 L J
ZgY
REMOVE DIRT
16 /
RE LACE SIDEWALK TO TIE
EXISTING NTO EXISTING SIDEWALK 4
PU \'p TIO
HOOP AR GRAD
/ \ /�
26 �/ d
12
SPACES
UOjE t BOTH ENDS OF
TO TIE INTO EXISTING 511
o,
HANDICAP PARKING SIGN
CONCRETE WHEEL STOP (TYP 19)
HANDICAP gCCT RAMP (TYP 2) 6
C SPA(
l EXISTING P4VEI'ENT TO
RE,VA;N (SEE NOTE 1)
INSTALL SILT FENCE DURING INITIAL
DEMOLITION PHASE REMOVE WHEN
CURB AND GUTTER IS INSTALLED
DIRECTIONAL
ARROWS (TYP 4)
N= ENW—ft
uW"C..U— an 11/2012 ISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
3ss1YB od.A�Mi RYIIP.NCfm3 ISSUE I DATE DESCRIPTION
KC s °, • 11rMNAMIrr PMt�
D
d
6
d SPACES d
15 85'
9.
Jr /
TIE INTO EXISTING SIDEWALK
•- /�
T STRIPE PARKING ST a
/ TEMP PARKING
eq SEE NOTE 1.
e
1/=1
6
SPACES
SPACES
EXISTING PAVEMENT TO H ICAP PAR C
d REJ-AIN (SEE NOTE 1) 0 V AN CES$A�
s 0.
NEW PAVED PARKING AREA �
GRADE UNIFORMLY TO NORTH -
AND SOUTH EXISTING LOTS
D END SIDEWALK
SAW CUT EXISTING
D d PAVEMENT /aA
ACES f
d \ 1-11 wo
/N�FlLL AS NECESSARY, DRAIN AWAY
FROM- PARKNG LOT (TYP)
—NEVy EDGE OF PARKING
/ALONG R O W
CURB AND GUTTER FPO
pE C'TGREN
NEW CURB AND GUTTER, TRANISITION
TO EXISTING SIDEWALK
MANAGER
P BLANDFORD, PE
G HETZLER, PE ,``SH
2�PQ' ss rp4;e y
G BLUE
=F 2
1
PROJECT NUMBER 010913 - 52595 -018
GUYWIRE TO
REMAIN
WHEELCHAIR RAMP
RETROFIT OF EXISTING
CURB (TYP OF 2),
NCDOT STD 84806
EXISTING
GUTTER
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
■v
NOTES
% 1 TEMPORARY PARKING Q SPACES)
SHALL BE IN PLACE FOR
RESIDENTS TO USE DURING
CONSTRUCTION OF APARTMENT
PARKING AREA WHEN
CONSTRUCITON IS COMPLETE, THE
GRAVEL IS TO BE REMOVED,
SIDEWALK SHALL BE INSTALLED AS
SHOWN ON PLANS AND LAWN
/ RESEEDED
2 CONTRACTOR SHALL RESURFACE
ENTIRE PARKING LOT PRIOR TO
/ MARKING
3 POWER POLE GUY WIRES CANNOT
BE RELOCATED THE CONTRACTOR
\ SHALL COORDINATE WITH PROGRESS
ENERGY TO MAINTAIN THE POLE
STRUCTURAL STABILITY WHILE
PERFORMING WORK
■M
■IE
YID1rY D�4rALLATNIN9 MID Or1ER wax FAWI�E &OIGIIDi108OkWAUf.9 AND A
NANd(M RAIR9 A18 ro eE Ca4TRUCTEn ON Au BIiEET8A8 serngD er arr
W T DFACSIIIACKAPI BEENAPNIOYEDe1TIE clrrff RAIEIDN ANDanalBE
w FmALD UNIE98ACNANDE W AUMOIRZED BY WltlrrEN APPROVK. FIIaIC
wmARV SERER Ew5E/rENra ARE ro se RECDRDED FRwRro FDNL ACCEPTANT
TRNISPCIPTAT 31MICE4
wax uwTlEs
CONBERVATNIN ENDMEEA
SEVER C1ILLECDD11 I E— N BYBTEM
THE MRME1O CaN9F/n8 TO THE CIPWI IOI MID EXTOOIDN OF THE Crrre
FL6L1C BEYYER BYBTEM AB BNDwN aN T169 RMl THE WTETDM ANO DD1mwICnDN
SPECR�TICPIS NAImB%OraK EiMOIVao9 MID
a 0FRMENRI
PUBLIC iaiu :B DEPArtr1�11r FErBDr
A M'OPILV oro CDFCrm1Cr
urg
APARTMENT PARKING AREA
p 1 . 2• FILENAME OOC -09 dg.
__ .___SCALE 1 • = 10'

i
MARCRETT WAUACE/
I a,
II
'as
CLARK CHAniAh 1M
Y 1 cmrA1
3511 PC 0755
1965 PG 38
1 PG 361 1
72505-29-17X 50 �m -nx
2F
\ tiA
F
cy
G,g-Y
PC 31 1�3
aM 1968 PC 1 -� t
376.17-
\ 3 �.
RYEGATE R04D
• ; , / ' r, .xre FUSAKO C i ' I I (mow A° IUM � JOSH w TOM° LI 1 DNe zo0�9 �,, T s p" ex.312 �°281B�zomPosii
GM 1997 3
-PURSER 20-
PC 3 M1R1EN
.pMAOE / , { Oa 237a PC A95 ' I �, \j 1 sL,—r M 0
{ OR 1965 PG ,G 3t ��I ' r— �1.; v ROaM5d1 Oe 9a3 Pc O 9M 1985 la " BM 1988 PS.
76J 1iAtEniN oe 757] x 37 39f BM 1987 PC 391 // r N L - —, ' 0 } -__' y 09 1_7 Pc 18M 1 PC n9 1I 1 a PO , s , ,7 - ,9 -s7s
19i /gee PG1M wN 1na /7 -20 -1018 oe 293 Pc 0 -E ' =1 WALL l iii PC 3e " _ E� ✓ ; ,'` ` '' '
` ` BM 1967 PO 3 &1
` AN 172817 -ZO -1018 , I�A1 1988 PC /Mi ' 1]i0 i EARIE wNll 6p pC - poi ins IT- 20X185 ye
+\� _ -�.V , p0�. 1n517-20 -�70 I A wM(fE ; ' p ell -i48T Pfi 3UP1, �n617 -zO -Ills/ ------
- - - -- - r
"`III___ ,
' — i 9
\ 1 --F I ' _ 1965 �1 s I WN /n817- 20 -3epS —_ I - -- --- --
_ ! Ex 20 SANSARY 1 3y7 -EX 20 5A18TARY
SPI A - -� , — _ SEWER EASEMENT y _ •c A VG I Pai°1172 8 20- �1________ ------ ( SM-EASEMENT
' 1 ,
STRU E _ ---�- - - — _ - - - - --
• "--------------- - - - - -- , ��
- — -- -- - -- - - -- -- - - — -wA r -
r
I
I .
IV
1 12171NF
M 1970 P
0
a
v
0
Im.
NOR Engl— yma.
du.ceeew•
PIN
y
W D AR \ 1
RE
Fa7 ASSOC. we / /�YYY C
811 1947 PO ♦� /
N 172617 -20 -6533
aF �'
- 265
\%/ N a l cr can
S coo ayYn�c ,'I y PIN
sh
®HEADWATER WETLAND / — VY� Zoa�'0
256 5 EMERGENT AQUATIC BENCH
,1/ '� ` w snNE ,� OS 1957 PC 192
Ex 30' ORAI AFQ 198, R�¢^,7s
725 s GENERAL NOTE
SGEO n 1 OTHER DISTURBED AREAS SHALL BE SEEDED B
08 9621 PG 2 ,`� PER THE EROSION CONTROL SEEDING
2
266 1 / �' �e96 -2ogqJJ9 15 ' g 1 SPECIFICATION
5919 /f� ,`\
Headwater Wetland Specks Palette Emergent Aquatic Bench Spades Palette
_ — — — — i — t — �1 —r— — —1 r �\ �C� l� )� Trees Said cypress (Taxodam dstahum) Grant cane (Arundowe ggantea)
1W cURlc' IN �— / , AREA "H' v rE EASEMEN �` EuzABETNNE Ty "'al�94", Pe (Nyasa aq ) ( O9 )
Water tupelo N uabca Green arrow Peltandra v mica
9. 2837 PO 888 i , i I _ -_ �\ J�l -- -` / , `� ` \ 09, 9711 Pc 0145 '` Swamp tupelo (Nyasa brfl-a) Scarlet rosemallow (HIbwus coornleus)
85 PO 15. a 3 aM 1970 PG}23
3a1� V eM119e7 Oven up oak (Quartos grata) Crurlsaleyad rosertlalkwr (H�ISCUS rnoscheutos)
�/ i s :�1 ,,\ `, \ ,`,'� % �`PVN Ina' - 25-631 I,
Rover dreh (Betide rogue) Woolgrass (Scopus cyperiros)
Green ash (Fra emus permsytvaraca) Pldcerekaeed (Pon[ederla cordate)
Box elder (Ater negundo) Brtadeaf arrowhead (Sagffana lahfoba)
Jewelweed (InVahens capensrs)
Shrubs SIOry dogwood (Comas arnonxan) Soft rush (Juncus elf isus)
Tag alder (Alnus serrukft) L cards tall (Saururus cerrwus)
Bunonbu9h (Cephalanthus otcidentalis) Broadleaf cattail (Typha latrbfia)
S1Iky 9wlbw (SalOc sencea)
Black wiflow (Sallx ngra) Welland seed ma, possibly Inckudmg some of the species fisted above
Virginia welbw plea vargmuca)
umrrrr PsrAUwnoxaANO o,FaeR PumK: PACarrr�9,1NCLU7P199af:wAW AN0 Highbush blueberry (Vaccmium corymboscml)
NANaw wu�a AIw rose mrarRUC,eo 6N Au SIREEraAa 9PECIFFDBY err A
amE. nESE FAaUnEa 1NVE BEeN MwiorED ar nIECm OFIaaF]OIIAID 91NL 6E
BOwar' i�Rretw Arw9eraENr° 6,vrEro6e� F ro .Nr�. Herbs- Guar cans (Arurdmanaggwfta)
rRAN9PO5ATXI. ti M=fL Soft rush (Juncus athusus)
�c WO04rass (Scopus cypermus)
CONSMAno, ermgeR JeWetweed (Impabens capenss)
Elderberry (Sambucus canaderss)
r,g CRYOF RA11]d1 tonseNra TO,Ig W96lR1al Arxl Exrea910N OF ME aura New York ironwood (VernOroa noveboratenss)
wauc sEnw arsrvA ors s,lovm oN nail FIAIa ng MArEmA� Aro tolarla,erlorl
Fgnlooa useowNnne Forger aNAU Cawaral ro nee arANOAao9 AM
aPeMr�°oFa�'F R4 E8M �O°` wetland seed mix, possibly Including some of the species fisted above
err s RAIEIC+1
AunrolmwrwN ro coMaraucr
PRELIMINARY - NOT FOR CONSTRUCTION PROJECT MANAGER 1K TREFZGER, PE
J JAMISON, PWS . "'C4R.. City of Raleigh
J POWERS P�o'ESS ��y % ( WETLAND PLANTING PLAN
Northshore
2 Lake and Dam
' .,E}N E� `` Rehabilitation 0 1" 2" FILENAME OOC -10 dgn SHEET
06/2012 ISSUED FOR REVIEW
ISSUE DATE DESCRIPTION _ PROJECT NUMBER 010913 -52595 -018 oIrL SCALE 1" = 50' 1

[/V
265
260
255
250
4"
INV
245
240 240
0 +00 1 +00 2 +00 0 +00
SPILLWAY WEST INSIDE
WALL AND FOOTING PROFILE
H 1 - 20', V 1 - 5-
270
265
260
255
250
- -- 3!45'
240
a
O
0
°o
APPROXIMATE
ELEVATION
265
265
260
TOW = 267
5
TOW
L 256 5
J
255
255
TOW
63 0
N
M_=
250
250
L
4"
INV
245
245
240
OW EL 263
5
57 0
- - --
FOUNDATION
OUTSIDE OF
K
T
7110
WINGA
i
ALL
TOW E
L 258.0
TOC FTC
TOC
L 255.79
FDN EL 2569
FCUNDATION
DFAJN
ON OUTSIDE
OF WALt
POOLE
TOC FDN
BTM FDN
PE SLO
FROM EJ
/ - - - - --
-- -- - - --
-
APPROX
MM
r
F i
T
�
4" HOPE St
DRAIN FRO
FTG EL 2
TOC FTC 1
OTTED
EJ
1 0 - - - --
L 2540 --
-
BTM FTC
32.'15
4" HOPE SLOTTED
FROM UNDER
DRAIN
SPILLWAY
LAS
ELEVATIC
------
EL 245 0
/
- --
i
i
TOC FTGi
RWi
BTM FTG E
L 243.0
240
i
TOC FrG
ALL DRAIN:
EL 2481
RW4
R
BTM
G EL 246 5
WEST WALL
-
--"`�-
EL 245 0
TOC FT
OF
WALL
TOC F70
RW3
EL 2420
BTM FRO RO
DE R SP
EL UN DE 0
LLWAY SLAB
I BTM FTG E.
240 0
RW4 I
240 240
0 +00 1 +00 2 +00 0 +00
SPILLWAY WEST INSIDE
WALL AND FOOTING PROFILE
H 1 - 20', V 1 - 5-
270
265
260
255
250
- -- 3!45'
240
a
O
0
°o
APPROXIMATE
ELEVATION
265
265
260
260
L 258 0
TOW
L 256 5
WINGWALL
255
255
TOW
63 0
N
M_=
250
250
L
4"
INV
245
245
240
240 240
0 +00 1 +00 2 +00 0 +00
SPILLWAY WEST INSIDE
WALL AND FOOTING PROFILE
H 1 - 20', V 1 - 5-
270
265
260
255
250
- -- 3!45'
240
a
O
0
°o
APPROXIMATE
ELEVATION
TOP OF WEIR
TOW
EL 267 5
END
OF SPIL1
TOW EL
63 0
N
TOW
EL 263 5
M
L
EL 258 0
- 263 -0
TOC FTG
T
255 75
FON EL
---
57 0
- - --
FOUNDATION
OUTSIDE OF
DRAIN ON
WALL
T
7110
P TO
4" H
DRAIN
G EL 2516
TOC FTG
540
- --
- --+
RWI B
FIG
5
POOLE
262 5
PE SLO
FROM EJ
/ - - - - --
APPROX
MM
r
PROXIMATE
RWI
,
TOC FT
48AINi-
T
TOC FTO
EL 248 0 1
-- 1`
RW2
BTM FTG
EL 2465
4" HOPE SLOTTED
FROM UNDER
DRAIN
SPILLWAY
LAS
ELEVATIC
------
EL 245 0
RW3
i
i
TOC FTGi
2420
BTM FTG E
L 243.0
240
BTM FTG EL
RW4
240 240
0 +00 1 +00 2 +00 0 +00
SPILLWAY WEST INSIDE
WALL AND FOOTING PROFILE
H 1 - 20', V 1 - 5-
270
265
260
255
250
- -- 3!45'
240
a
O
0
°o
APPROXIMATE
ELEVATION
TOP OF WEIR
END
OF SPIL1
CH
- 263 -0
TOP
F DAM EL
67 5
PROPOSE
D NORMAL
POOLE
262 5
APPROX
MM
r
PROXIMATE
-�
-- 1`
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FILL
ELEVATIC
N
AL
ONG TOP
ALONG IOP
0
WEST WALL
--"`�-
OF
WALL
/
/
APPROXI
ATE ELEVATI
N AT
TOP OF
ALLS AT EN
OF
-S
LLWAY
SPILLWAY
_
i
•8' 256
I
- - -
-_-
END
OF
OPE - 1 4
R
SPI
WAY
r
CH
EL 252 0
yG
PROPOSED
EH&c rt
NORMAL
POOL
ORIFICES
"A"
RON TOP
/
_
(SEE
DETAIL)
EL
45 75
_
8
TTOM EL 26
5
i
-
XI N
EXIS1
NG
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ANN EL
CUTOFF
258 0
C
EL
1 1 SLOPE
EL
245 0
_
EXP
SION JOINT
(TYP)
- --"
—
IN TOP O
FLOOR
1. 2430
DISSIPATER
CLASS 1 11RIPRA
P
LOCKS
OUTLET
ANNEL
35 +00
HR
aa.e.me
36 +00
SPILLWAY CENTERLINE PROFILE
H 1 " =20'. V- 1 " =5'
PRELIMINARY - NOT FOR CONSTRUCTION
11/2012 ISSUED FOR REVIEW
06/2012 JISSUED FOR REVIEW
ISSUE I DATE I DESCRIPTION
o/ +uu
0 CROWELL. PE
J POWERS
G BLUE
PROJECT NUMBER 010913 -52595 -018
270
265
260
255
250
245
240
1 +00
SPILLWAY EAST INSIDE
WALL AND FOOTING PROFILE
H 1 - 20'. V 1 - 5-
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
270
D
265
260
FDN EL 258 0
I FDN EL 256 5
255
250
245 C
240
2 +00
1
URRY AVAMMY OTET PUKI FAfJV &EICVmMD
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p9TF
NORTHSHORE LAKE
SPILLWAY PROFILES
0 1 • 2• FILENAME OOU -01 dg.
SCALE AS NOTED

r
M
260
240
CHANNEL CROSS SECTION A
SCALE 1' - 10' C -07
I.
o�
�WI
IL
•.• ,
0
.
ISTING SUR
10
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-
--
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-
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260
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260
240
CHANNEL CROSS SECTION A
SCALE 1' - 10' C -07
I.
60-
240
o�
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IL
•.• ,
0
.
ISTING SUR
10
,�
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• a
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TOW EL 2
7.5
260
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240
260
FC
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W
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7.5
260
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.
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260
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7.5
260
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o
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240
EL 242
0 -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 1I0 2I0 3I0 40
CHANNEL CROSS SECTION SPILLWAY CROSS SECTION C n
SCALE 1' = 10' C -07 SCALE: 1' - 10' C-0T
W
I
260-
7 242
240
M'"MMEI-m-
o�
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IL
ME
ISTING SUR
ACE
,�
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7.5
260
MEOW-
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o
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i F-- I I I I I I I 1 I
-40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40
SPILLWAY CROSS SECTION D SPILLWAY CROSS SECTION E
SCALE 1' = 10' C -07 SCALE: 1' = 10' C -07
W
280 280
SPILLWAY CROSS SECTION G
SCALE 1' = 10' ,Z
HE
xoa ebe.n�, ne.
aarcamr
LL Uvr Mir
260-
MAE,N-Eplpt
o�
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IL
ISTING SUR
ACE
,�
-;A
• a
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7.5
260
MEOW-
TOC F
N EL 258
240
SPILLWAY CROSS SECTION G
SCALE 1' = 10' ,Z
HE
xoa ebe.n�, ne.
aarcamr
LL Uvr Mir
260-
MAE,N-Eplpt
Ell
,�
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• a
MEOW-
240
1 -40 -30 -20 -10 0 10 20 30 40
SPILLWAY CROSS SECTION H n
SCALE. 1' = 10' C -07
PROJECT MANAGER 1K TREFZGER, PE
r R. GEIGER. PE
PROJECT NUMBER 010913- 52595 -018
CAR
E
32 =
F lg � F
•, �lN E ` ...
SPILLWAY CROSS SECTION F
SCALE: 1' = 10' C -0T
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
NORTHSHORE LAKE
SPILLWAY CROSS SECTIONS
0 1' 2 FlLENAME 00U- 02.dwg
SCALE 1' - 10'
ID
IC
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IA
.
.............
SPILLWAY CROSS SECTION F
SCALE: 1' = 10' C -0T
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
NORTHSHORE LAKE
SPILLWAY CROSS SECTIONS
0 1' 2 FlLENAME 00U- 02.dwg
SCALE 1' - 10'
ID
IC
fit:
IA

1
i
a
v
n
0
I
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I L .3 4 0 b / b
D
C
B
A
1b '8
D
Z
270
Z
C
O
270
270
3NN
<
5'
12' 5'
GATE VALVE
o
w
P OF DAM
D
/
MANUALI
AIR 3
V
PROPOSE
NORMAL
w
L 267 0
_ _
265
RELIEF
VE p-05
POOLE
262 5
a
EM
STING GRAD
/
265
I
PROPOSED
NORMAL POOL
EL 262 5
265
/
-
MIN
COMPLETE G
qUBBING
EXISTING
GRADE
z
/
I
OF
EES AND ROOT
2'
2
/
- - --
- - - - -- --
-- - - - - --
-- - -- - --
-- -- - ---
-- -- ---
- - - - -- --
-- - -----
BEL
W EXISTING
RADE.TYP
I
\
PROPOSED
GRADE
O1
=
----- - - ----
c -�
\
- -_ -
-- ___
_ _
j
_ - --
-- - -
- - --
-
260
N
w
-
260
31
PROPOSED
MBANKMENT
SLOPE
I
1
",
XISTING DAM
EMBANKMENT
260
I
WIN
GWALL
i
0 -06
DOSE RV
ON WELL, I
I
EL 258 0
\
�
'
1
�
255
�
i
255
1
EL 255 0
�
255
— —
O
MIN 2'
DE BENCH
E
253 0
�
HINTEL
INVERI
260
INSTALL
AT A CONTI
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250
_ --
SLOPE
0 INLET
250
15'
�\— _�_
- --
250
I
O
V4'HPOE
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0-01 16"
DIP SIPHON
245
CATE VAL
D
PIPE
245
245
KEY NOT
NOTI
7S
IPE PEN ETRA
ON DETAIL
1
O 22
' BEND WI
1
VERTICAL BENDS
SHALL
E
I
EL 248 5
0 W
RE
NED J01
TS
RESTRAINED
JOINTS
240
O RE
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TS 2
DRAI INSTALL L8
LOWOFlNALH
RADE
240
240
0 +00
1 +00 2 +00
3 +00
1 +00
2 +00 3 +00
LOW FLOW DRAIN PROFILE i1
DAM BASELINE PROFILEi2
H 10 - 20'. V 1" a 5' 1 C -05
H 1 B- 201, V 10 - 5'
265
J
w
jj
ARBITRARY I
EXISTING 1
J
GRADE
264
1
�_ P RY RIMA SPILLWAY ELEVATION 263 5'
N\
_ _ _ _ _ _
9 X263 16' - 1 -INCH STORM WSJ 263 47T
Q 263
j112
- POOL_WSL_ 2625'_SMAINTAINED BY LOW
-
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L t5 262
Li
)NORMAL
1
)
261 75' NORTHEAST FACE
5
v
262 25'
Z
261 25'
O 261
EXCAVATE 0 5 FEET
H
AND BACKFILL WITH \
WETLAND SUBSTRATE
[aj
10'
\i
WMARSH
260
EAST - INSIDE WALL EMERGENT MARSH BENCH
\
259
AQUATIC BENCHING SECTION
\
258
IIRIrYB14rAVJlTldrBAIBI Oi1ERPIRIC FACRIr1EA EICLl10N6
BEIE1rMAWEC01
ARE M BEFACL
12 10 8
6 4 2 0 2 4 6 8 10 12 14 16
18 20O�N19
WRAAPB MONALL
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CMAN@IBAUiIA]I�DBV WRITTEN AFPROVAI PUBl1C BAgTARY t1E1IF11
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City of Raleigh
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TYPICAL AQUATIC BENCHING SECTION
mw
11/2012 ISSUED FOR REVIEW
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FILENAME OOU SHEET
06/2012 ISSUED FOR REVIEW
ES ,,,.
0 1' 2' -03 dgn
»»N.ear bllW,emmFIR++Bn 18 ISSUE DATE DESCRIPTION PROJECT NUMBER 010913 -52595 -018
ILP • • • • Ilan N1rr PO1rB
�� iel�a
SCALE AS NOTED U -03
D
C
B
A

o
280
280
270
12
TOP OF a
W EL 267 0
EXIST]
4G LAKE B01
TOM
EXISTING Ni
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POSED NOR
L EL 262 5
PROPOSED
LAKE BOTTO'
POOL EL 263
8
F,
270
PROPOSED
V7
EMBANKMENT
3 1 SLO
IE
260
-------------------------
--------
---------
-----------------
----------
--------
------------
-----
---- --
-------
-----------------
---------
----- ---------
---- -------------
-------- ------------------
--
260
04
- --
- - - -
- - - - -
- - -
- - - - --
- - - -
- - - - -
- -
250
-
- - -
250
v)
W
Z
240
240
la
230
230
220
22
35+00
37+00 39+00 41+00 43+00
45+00
280 1
I
GD 280
—
04
270 +
1 ETLAND AR Ek — PROPOSED NOR I 64
G LAKE BOTTOM EE LANDS IE PLANS EXISTING PO L EL 263 8 PO EL
EXI IN 2625 P OPOSED LAKE BOTTOM LIJ 270
----------- ---- --------- -------- ------- -7—
260 LLJ
------------------ ------ -------- ------- —.rz ------- - -- --- - -------- -- ---- -- - - - -- --
-------------
260
_Z
RIP RAP S
E05
71
SANITA PROPOS 0 8"
SEWER GRADING P
FOR LIMITS I Of
250
7 250
0
240
240
Z
LAJ
230
230
220
woe n
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47+00 49+00 51+00 53+00
TRANSPMATM SERVCEA-
syffrEm
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AUTHOR"r rocwraucr
ans
P BLANDFORD, PE ................
c City of Raleigh
CONSTRUCTION BASELINE PROFILE
J POWERS
2oP G BLUE
Im
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2
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MW
.1d.c.r.p— 11/ ISSUED FOR REVIEW
ISSUED 2012M
06/2012 ISSUED FOR REVIEW , ly Rehabilitation 0
1• 2 • FILENAMEjOOU-04d9r,
ISSUE DATE DESCRIPTION
XCJLLLL�uumbw�ls — NUMBER 1010913-52595-Olil L
SCALEIH 1• =40, V 1'=10'
E;;;:]

270
270
270
PROP
SED NORMA
RMAL WATEF
ELEVATION
°
=
_
WA
ELEVATION
OOTTOM
ONSTRUCTIO
s
265
��
\
sN
XF
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J
"_�
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—
—'—
265
260
265
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--
--- -- -- --
/
-- -_- --
265
= - -- --
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\
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260
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in
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260
- -
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--
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-- - - - - --
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—
255
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260
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I
—' —
255
250
260
255
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270
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I
250
245
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250
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245
240
•
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250
245
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240
GRADE
m
1
270
245
240
-- —
I
APPROX
67 LF 0
240
SECTION n
H 1 " =20',V 1 " =5' C -08
270
270
°
ROPOSED N
RMAL WATEF
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°
=
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265
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260
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--- -- -- --
-- ----
-- -_- --
I- -- --
= - -- --
- --- — --------
-�
NNF
uIp
260
�NNpN
^'r�
_
in
No
260
- -
- - --
--
k
`"
o ? z o
-I
�^azr.
n
-
�
„Q1, °'
I
I
CONS
rRUCTION
i
�w
255
Xp=
NN
NaZZ�O
p
BASEI
INE
NlV
255
250
ZQ
w
°z
270
p 2
tl :)
250
245
— _
— —
—
NN
e0��
KD?°
o
260
0�0
245
240
•
2
w
w m
w
°o�
240
270
290 270
u*vu
C N
o�
8
0 0
I Ty
hr1R.
NOR.
2 +00
MANHOLES NOS. 4 - 6
H 1 " =40'.V 1 "= 10'
PRELIMINARY - NOT FOR
11/2012 JISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
o - an+IT� aw Eww<Ta. mrinr.Iy�MC m+a ISSUE DATE DESCRIPTION
280
260
270
260
250
240
SECTION /_B_�\
H 1 " =20',V• 1 " =5' 1 C-05
290
260
290
°
n
0
x
°
=
_
o
s
290
sN
N I
^�^
J
"_�
o
260
?N
II 1z1
m��
�I
°0,n°m�
¢�inop
0
o
N
Y
NNF
uIp
O]N�
�NNpN
^'r�
in
No
M
m
EXISTING
GRADE
" °
`"
o ? z o
-I
�^azr.
n
-
�
„Q1, °'
a
w z o Ln
i
�w
NN
Xp=
NN
NaZZ�O
p
Z�
OJ
NlV
N�
ZQ
w
°z
270
p 2
tl :)
S tl
O
— _
— —
—
NN
e0��
KD?°
o
260
0�0
•
2
w
w m
w
°o�
EXISTING
GRADE
m
1
270
-- —
I
APPROX
67 LF 0
—
- -
EXIST
NG 8" VCP
® 2 39%
- --
250
- --
- --
— — — —
--
,\
/r—
OF
260
EXISTIN 12" VCP
0 76X
RIPRAP
APPROX.
53 LF OF
EXISTING
12" VCP O D 76X
240
APPROX
153 LF OF
APPRO%
17 LF OF
u*vu
C N
o�
8
0 0
I Ty
hr1R.
NOR.
2 +00
MANHOLES NOS. 4 - 6
H 1 " =40'.V 1 "= 10'
PRELIMINARY - NOT FOR
11/2012 JISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
o - an+IT� aw Eww<Ta. mrinr.Iy�MC m+a ISSUE DATE DESCRIPTION
280
260
270
260
250
240
SECTION /_B_�\
H 1 " =20',V• 1 " =5' 1 C-05
290
260
4 +00 4+000+00 2 +00
saw co Tc uI Exmms ETT
uTEm wsrAUATIacAwonFnnale FAC11TIFd,wauovlo �YHILIOATO -
MAlaltMWWPCLff" EVE WM AWROEDALL BTEt AE 70'ECff® 8KAY TIfE CITY OF W1LEIfi1CWgM8ro TIE COMECTIOM AMO EITpf90n ai THE CTYB
•�` b � �� � ro � MANHOLE NOS. 1 - 4
TVgT 8ETQ1EASD M &%M N IMCOFOEDiWOR ro Fw ACCE #J= EfEfFIGT WTIDE CT glBLIC UTE,rns IIAImO
TMASPMAT $MVILO q OFgµF H 1 = 40, V 1" 10
OE
AItll1C UT WT f•AOTETTT {Fear
nlnt ur¢T�s
COI�RRVATWN EA`OIIEFA AOTb1WTgF ro TbTSi1E1CT
WE
IROJECT MANAGER K TREFZGER, PE
P BLANOFORD, PE City of Raleigh
.`'ZN C4Rp'
J POWERS ;•OP �EssLy':;
G BLUE Al <' Northshore
'Z - Lake and Dam
Rehabilitation
PROJECT NUMBER 010913 -52595 -018 I/
4 +00
LAKE CROSS SECTIONS
AND
UTILITY PROFILE
0 1 • 2• FILENAME OOU -05 dgn
SCALE AS NOTED
D
N
B
260
270
260
250
240 A
x
x
s
290
K
¢�
0
o
N
n
ap
^'r�
in
No
M
m
o
280
„Q1, °'
a
w z o Ln
i
,ii
,,,
J
Ln tl
N ~
zNN
W N
1
Z�
OJ
NlV
N�
ZQ
11 Ii p
p 2
tl :)
S tl
O
NN
e0��
KD?°
o
xz
0�0
•
2
w
w m
w
°o�
EXISTING
GRADE
m
270
-- —
y\
—
- -
'�
- --
--
- --
- --
— — — —
--
,\
/r—
"
260
RIPRAP
APPROX
153 LF OF
APPRO%
17 LF OF
APPROX 1
LF
166 LF
EXISTING
' VCP O
EXISTING
8' DIP O
43%
OF 8" DIP
O 0 43%
OF 8
OF 81
DIP • 0 4
X
250
13%
240
240
4 +00 4+000+00 2 +00
saw co Tc uI Exmms ETT
uTEm wsrAUATIacAwonFnnale FAC11TIFd,wauovlo �YHILIOATO -
MAlaltMWWPCLff" EVE WM AWROEDALL BTEt AE 70'ECff® 8KAY TIfE CITY OF W1LEIfi1CWgM8ro TIE COMECTIOM AMO EITpf90n ai THE CTYB
•�` b � �� � ro � MANHOLE NOS. 1 - 4
TVgT 8ETQ1EASD M &%M N IMCOFOEDiWOR ro Fw ACCE #J= EfEfFIGT WTIDE CT glBLIC UTE,rns IIAImO
TMASPMAT $MVILO q OFgµF H 1 = 40, V 1" 10
OE
AItll1C UT WT f•AOTETTT {Fear
nlnt ur¢T�s
COI�RRVATWN EA`OIIEFA AOTb1WTgF ro TbTSi1E1CT
WE
IROJECT MANAGER K TREFZGER, PE
P BLANOFORD, PE City of Raleigh
.`'ZN C4Rp'
J POWERS ;•OP �EssLy':;
G BLUE Al <' Northshore
'Z - Lake and Dam
Rehabilitation
PROJECT NUMBER 010913 -52595 -018 I/
4 +00
LAKE CROSS SECTIONS
AND
UTILITY PROFILE
0 1 • 2• FILENAME OOU -05 dgn
SCALE AS NOTED
D
N
B
260
270
260
250
240 A

0
0
0
0
0
E
Tad
SEE C OR STANDARD S-25 FOR
MANHOLE FRAME AND COVER%
MAMCONE AND BARREL
NS
AESTM STADS OSE AS PER
SEAL OR
e• N7 mOI DOE
pp G
BAR SZE
NOD.MI
Q[/WANQ
BUTYL -NEK OR C
APPROVED SEALANT -
BEIYEEN FRAME
A P
k
- RUBBER BOOT
LATERAL INVERT SHALL NOT BE LOWER
01mwTNm
NOTES.
�25 1/
wxxwv MQ
p[/NAIa
33 1/4-
a
M , ➢,
A 8
L
THAN YAN SPRM- ur - YANNOI£
NEEDS TO BE ABOVE I W YEAR ROOD
PLAN as SEALED AND VENT ro BE 1'
1 T--& IImFnMOnt ~ 0. tom fNm ar
q
9'
ABOVE 1 W YEAR FLOOD PLAIN WHEN
Op 327 tlN gIAM m1�I
rq
T
MANHOLE TOPS ARE IN EXCESS OF 7
ABOVE
2. No rocks or bmWm. {' or NrW to b. teed m m,bol MONO
SECTION A-A
aum wmoE sTEP3 MU5T BE
PROVIDED SEE STANDARD S -20 FOR
3. N b.WM moMrW Wsss a "too" MGT. ""A""
STEP DETAIL IN NON TRAFFIC AREAS. TOP
4 0 = .Nd� Im, ,n e- bro m tnMAc anNr.. 12' n
SEC CH OR KING WITH A
MM�N OF { B0.1S PER
OF FRAME AND COVEN SHALL BE
INSTALLED A WI OF I' ABOVE FINISHED
trO/FK
CRaND SLIRFACE
S earnpocUw n n.n-troff ones. m0 951E cmnpodw n
A
A
SEE SEWER DESIGN SECTION
t�� �,
I
MN 9' COMPACTED 157 STONE BIL4 TO
B .p.enmq {' and
112-1c 1.m'"Ist RO , Aral
—+
E INSTAL. ONOER NEW MANGLE
7 No b.WdM e' m d,mNtm or
IN NON - TRAFFIC AREAS, TOP OF FRAME
9. r
P aEowed m al f�M
AND COVER SL BE NSTALLEO A MN
HAL
O
F
OF V ABOVE FN,SIED GROUND SURFACE.
TRENCH BOTTOM DIMENSIONS AND BACKFILUNG
REQUIREMENTS FOR DUCTILE IRON
AND REINFORCED CONCRETE PIPE r1
NTS CITY OF RMMG M OFAA M RIME OF "uC UTILITIES
I .
III
1
I,
1 �
III
MANHOLE FRAME AND COVER
COVER 120 IBS YNp1UM
x5 1/,6-
BAR SZE
23 1 1/16—
4
BUTYL -NEK OR C
APPROVED SEALANT -
BEIYEEN FRAME
�- 22--L
A O COVEN
3'-6-
18
�25 1/
tt. A- CONCRETE
33 1/4-
Norm
5/873' LACSNEID N HOLE
I) ALL HANMOLE'Wan WALL E
DRILLED INTO CONE 09
RING WITH ANCHOR SLINK TO
E DOESTICALY CAST
DESIGN DEPTH. AND 5/873-
x) FFME WALL E A H.MAM
In" OF 1132 IBA WNWN
HOT LIPPED GALVANIZED
LAC BOLT AND WASHER
PIARX ROW AND 1[0 LOS.
WITHIN EA30AE N3.
3) COVER COWL WOGH A
uNQ 120 LOS
4) ALL MANHOLE FRAMES 0VF=
or PAVED SYIOAES COWL E
BOLTED TO THE can
SEC CH OR KING WITH A
MM�N OF { B0.1S PER
STANDARD MANHOLE COVER e
NS CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES 5 -2!
Im
NOR ew sob IMa
e/6NC.eOre
RD NNe.M D*r SX62D I Rddgk NC 2m4
MeaEld u�. MksMr IdIRM
STANDARD PRECAST SANITARY SEWER MANHOLE �1
M9 CRY OF RAEICH OEPARTENT OF PUBLIC IRLITIES S-20 li
I. IETfFEn11M. MINIMUM A/C WEIGHT
RECD FRAME 202
COVEN 170
TOTAL {32
Am �w 7 - 2 DAL HOLES
AT I'
LIFTING DEVICE
MANHOLE FRAME AND WATERTIGHT COVER r71
NTS CRY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES S -28
- NOT FOR CONSTRUCTION
11/2012 ISSUED FOR REVIEW
06/2012 ISSUED FOR REVIEW
DATE _ DESCRIPTION
ZO I 0 I r I e
BILL OF MATERIAL FOR {' MANHOLE
BAR SZE
LD=H
NO
Wr LOS
n /s
3'-6-
18
103
tt. A- CONCRETE
TOTAL
W TO9
1.000
TI BARS AT
iv,10 I_7 -0—,
!'J �� MANHOLE FOR
L
T2 BARS
TR,!L I— • • ALL BASES ARE MNRIUY 9' THICK
0 1 c FOR PRECAST MANHOLE
f-Tf OR n BAR-1
I- STRAIGHT BAR -1
EXTENDED BASE OR CAST —IN —PLACE
REINFORCED CONCRETE BASE n
NTS CITY OF RALEIGH OEPARTMENT OF PUBLIC UTILITIES S -21
BILL OF WTETaAL FIXt {' MANHOLE
BILL OF MATERIAL FOR {' MANHOLE
BAR
SQE
LENGTH
NO
WT 184.
T
/s
e' -6-
m
1aa
CL
'A' CONCRETE TOTAL CU YDS 1.701
T2 BARS
TR,!L I— • • ALL BASES ARE MNRIUY 9' THICK
0 1 c FOR PRECAST MANHOLE
f-Tf OR n BAR-1
I- STRAIGHT BAR -1
EXTENDED BASE OR CAST —IN —PLACE
REINFORCED CONCRETE BASE n
NTS CITY OF RALEIGH OEPARTMENT OF PUBLIC UTILITIES S -21
BILL OF WTETaAL FIXt {' MANHOLE
BAR S
SIZE I
IENCM N
NO M
M LB9
T2 /
/s r
r -e' z
z{ 1
1aa
0. A' CONCRETE IOTK W YDd 1,778 E
27 1/2'
26 1/{
1 3/8'
S /8• 2{ I/16• 7 1/2'
❑ ❑
r zea,6�
�N� Q
FRAME SECTION
7 7 /e' (2) CAM LOCX5 (2) SS ROLL PN5
ELI
5/16• /1e• 1 5 /8' 1/x Oth . 1 3/4'
3/{' S e
SS /-
TYPICAI_ CAM LOCI( MANHOLE WIPER GASKET
BOTTOM a FRAME
FINNED GASKET N VERTICAL
FACE OF COVER ro MANE OPEN
WATERTIGHT POSITM
O
K COYER
BOTTOM OF
CLOSED
LDCIONC DEVICE Q POSTN M
FRAME
STANDARD - PENTAGON HEM S.S.
OPTIONAL - 55 HEAL HEAD BOLT BOTTOM OF FRAME
TYPICAL LOCKING DEVICE
RING MUST BE ANCHORED
N ACCOPO94M WITH S -25
WATERTIGHT MANHOLE FRAME
WITH CAM LOCK COVER n
NTS CT' OF RALEIGH EPARTMENT OF PUBLIC VTXMES S -27 -
MANAGER K TREFZGER, PE
D CROWELL. PE
P BLANDFORD, PE
J POWERS
G BLUE
NUMBER 010913 -52595 -018
GRATE PER C..
NOTES,
M AP A 1�1 a
•� it0 W P p
N.vo �saMMTmaa
nAm
Amay.
�isn �°OriQ °N
rare ..0 w.Am.
E lL 9';B B;B;,1111111! .; O
e
I� /3 OR /{ REBAR
J IL .CORROSION RESRTANi MATERIAL
r
SIDE
ELEVATION
SECTION A - A
STANDARD SUP RESISTANT
MANHOLE STEP DETAIL n
NITS CRY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES S -28 -
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
TRANSPORTATION >0�3
PIELICLRILITIEe
• SEE VENT ETA.
VENT OPENING ro BE 011E POOR ABOVE
HUNDRED YEAR ROW ELEVATION
SEAL AROUND WENT OPENING
CALM -LOK VENT PIPE ro E SCREENED
"HOT
WATER i1CM MANHOLE MROUW MANHOE NOT DIPPED
AND CUM FACTS DAILY ME PLACE POE
FIANCE IZ• ABOVE MH TOP
,x• PTE -CAST TOP sue PROPOSED
WALL COLLAR %�
SLOPE FINISHED GRADE MARNKKE TO
AWAY FROM MANHOLE HAVE CAST IN
ALL SUES. RISER OPPOSITE
STEPS ro
ACOOMODATE FIANCE
{• NOT OPPED'
GALVANIZED POE
1 LJ lip CA9LEr
VENT DETAIL srANLESs
•- OTHER ACCEPTABLE STEEL BOL
MOTES 19' STONE
1 VENT MUST BE FACTORY WOO
FABRICATED AND 'MOT DIPPED'
QAWAOZED
2 MANHOLE NUMBER NEEDS TO
CCeKxE RIM VENT NUMBER
STANDARD SEAL TIGHT MANHOLE
WITH VENTED STACK n
NIS CITY OF RALEIGH DEPARTMENT OF PUBLIC UTILITIES S -24
I.
NOTES
1 No rocks W boUkIM {' or Nrw to be U w .. b..Nnl
2 AN bockfill mew-I SARI be dam mrr0onlonml mot-W
7 Bodd.a shall b. tomp.d m {' GNs
non- troff.. areas
{ Act— 95% cmnpocbon
5 Sp-9 core Owl be token to compact —tanW around Ppe to
prssnt VoNe between p.pe m a bacldR
TRENCH BOTTOM DIMENSIONS
AND BACKFILLING REQUIREMENTS A
FOR DAM EMBANKMENT PIPES ,D
NITS
IE
TIE COY OF RALEIGH CONSENTS ro THE CONNECTION AND EXMMON OF THE CITYS
PIIBLIG eEYNER 6Y6,EMA9 tiHONT1 ON T1aR PLAN TIE wTE1W AND OOILTTWICnOR
NElHW3HS¢0 F'ORTHI8PROECI I WLJM NN B FIE DADADS AND
ffPECIFIGAT10lT9 OF THE CTYW RBD ITLrtE9 HANDBOOK.
CITY W MLEGH
AATD Yskk TO CONvommm
CITY OF RALEIGH
UTILITY DETAILS
0 1 • 2• FILENAME OOD -01 dqn
SCALE AS NOTED

0
0
0
0
0
Bf
12- OF 057 STON
CLASS B Rif
WITH GEOTEXTILE F
L
JtulIVIN 0 —ID
NOTES
1 CONSTRUCT SEDIMENT STORAGE AREA TO
DIMENSIONS AND VOLUME NOTED
2 WATER IMPOUNDMENT SHALL NOT EXCEED A
DEPTH OF 24'
ROCK PIPE INLET DETAIL (RPI) e!�
NOT TO SCALE I C -01
J
12' OF 057 STONE—, 5' MIN.
4
WEIR CREST
CLASS 8 RIP RAP
2
-11
SEDIMENT IMEN E _ - 35'-MAX _ _ _ _ -
SEE NOTE 1 PLACE GEOTEXTILE
UNDERNEATH ALL RIP RAP
(ALL SIDES)
VARIES
—4' MIN
BERM 1 �1 BERM
2 2
CEOTEXTILE WEIR CLASS B RIP RAP
BASIN AREA
NOTES
1 SEDIMENT STORAGE AREA AND VOLUME © TO BE PROVIDED BY
THE NATURAL OR EXCAVATED POND AREAS
2 PROVIDE BAFFLES AS DIRECTED AFTER FINAL GRADE IS
OBTAINED SEE BAFFLE DETAIL
SEDIMENT TRAP OUTLET n
140T TO SCALE
FABRIC TENSION WIRE rSUPPORT POST, 24' INTO rSTAKE TO SUPPORT
TO PREVENT SAGGING 1 BOTTOM OR SIDE 1 TENSION WIRE
GALVANIZED WOVEN
1 BAFFLE SPACING SHOWN IS AN 1
1 1 1 1
1 1 WIRE FIELD FENCE,
ILLUSTRATION OF TOTAL
700 g /m' COIR EROSION
14 CUACE, WITH 6*
SURFACE AREA IN A
BLANKET, CINT MESH OR SIMILAR,
z MAXIMUM VERTICAL
RECTANGULAR CONFIGURATION
TRENCHED INTO BOTTOM OR SIDE
STAY SPACING
2 BAFFLES SHALL BE SPACED
SECTION A
`N
TO CREATE 4 SURFACE AREAS
-A'
35
OF 35X, 25X, 252, AND 152
3,948
2,160
OF THE TOTAL SURFACE AREA
35
20
OF THE TRAP
5,400
5
35
SEDIMENT TRAP
6,316
5,760
NOT TO SCALE
C -01
hal
ms wemam►wemr I rtr•im� ■e nna
u•.w wrr rau
b
SCHEDULE OF SEDIMENT TRAPS /RPI INLETS
RPI ID
MIN. HEIGHT
BOT. EL
TO TOP
BERM EL
(FT) QD
HEIGHT
BOT. EL
TO SPILLWAY
EL
(FT) O
REQUIRED
BASIN
SURFACE
AREA AT
SPILLWAY
(SF) OF
REQUIRED
BASIN
STORAGE
VOLUME
(CF)
1
35
20
2,659
3.600
2
35
20
5.527
1 8.640
3
35
20
3,948
2,160
4
35
20
4,895
5,400
5
35
20
6,316
5,760
6
35
20
7,579
9,720
7
35
20
5.211
6,120
8
35
20
5.369
5,400
9
35
20
2,211
3,960
10
35
20
1,105
1,440
11
35
20
1,421
1,440
12
35 1
20
6 000
3 600
o UNEREMBRAN2 t
F21 21 ER 21
SELECT FILL
OR NATURAL
B I GROUND
FLOWUNE SLOPE B D
E
0001
15
3
F
0 001
2
2
G
0 001
2
2
H
0 001
5
2
1
0 001
2
2
J
0 001
2
2
TEMPORARY
CONVEYANCE CHANNEL
NOT TO SCALE C -0I
D CROWELL. PE
P BUWDFORD.
C BLUE
0913 - 52595 -018
VARIES (12' MIN)
2 SLOPE 4X (MIN) y 2
PREPARED CEOTEXTILE �!11!MIIEIREGATE
BASE FABRIC BASE COURSE
MINIMUM 6* DEPTH
CONSTRUCTION ROAD STABILIZATION (CRS)
NOT TO SCALE C -0i
4'X8'X3/4-
STEEL PLATE —�
CENTERLINE OF
SANITARY SEWER J
DRIVEWAY ACCESS
CROSSING LOCATION
'•� �� �:�'.:%t•;� .: :pct•:•_
a
SEDIMENTATION AND EROSION CONTROL
GENERAL CONSTRUCTION SEOUENCE
1 INSTALL THE CHAIN LINK FENCE, TREE FENCE PROTECTION AND
SILT FENCE/TREE FENCE PROTECTION AROUND THE LIMITS OF
CONSTRUCTION AS SHOWN ON THE DRAWINGS
2 INSTALL THE CURB INLET PROTECTION, DRIVEWAYS, TEMPORARY
PARKING AREAS AND CONSTRUCTION ENTRANCES
3 REPLACE OR RELOCATE THE SANITARY SEWERS WITH DIP
4 CLEAR AND GRUB THE ACCESS AREAS. GRADE AND INSTALL THE
CONSTRUCTION ROAD STABILIZATION STONE AND TEMPORARY
UTILITY PROTECTION AS SHOWN ON THE DRAWINGS
5 DRAIN THE EXISTING LAKE AND INSTALL THE TEMPORARY BYPASS
STORM SEWER
6 INSTALL THE TEMPORARY CONVEYANCE CHANNELS AND ROCK PIPE
INLETS
7 ISOLATE THE SPILLWAY STRUCTURE BY INSTALLING DIVERSION
DIKES, IMPERVIOUS BERM AND SILT FENCE KEEP THE SPILLWAY
STRUCTURE WORK AREA DRY BY DEWATERINC INTO A SILT SAC
OR SEDIMENT TRAP
B CLEAR AND GRUB AS NECESSARY TO PERFORM THE WORK
9 CONSTRUCT THE SPILLWAY STRUCTURE AND PERFORM THE LAKE
GRADING MAINTAIN THE EROSION CONTROL MEASURES AS
NECESSARY RELOCATE THE TEMPORARY CONVEYANCE CHANNELS
AND ROCK PILE INLETS AS NECESSARY TO PERFORM THE WORK.
STOCKPILE THE EXCAVATED MATERIAL AND ALLOW THE SOIL TO
DRAIN PRIOR TO HAULING OFFSITE
10 INSTALL THE TEMPORARY CULVERT CROSSINGS AS REQUIRED TO
MOVE EQUIPMENT BETWEEN AREAS MULTIPLE ACCESS AREAS
ARE PROVIDED TO MINIMIZE THE NUMBER OF TEMPORARY
CROSSINGS REQUIRED
11 MAINTAIN THE EROSION CONTROL MEASURES AS NOTED ON THE
DRAWINGS AND DESCRIBED IN THE STATE EROSION CONTROL
MANUAL ALL MEASURES SHALL BE INSPECTED ONCE EVERY 7
CALENDAR DAYS AND AFTER EVERY RAINFALL EVENT OF % INCH
TOTAL RAIN WITHIN A 24 HOUR PERIOD ALL FAILED MEASURES
SHALL BE REPAIRED IMMEDIATELY WHEN MEASURES HAVE
REACHED THE ALLOWABLE SEDIMENT STORAGE, REMOVE THE
SEDIMENT AND PLACE IN THE STOCKPILE AREAS OR PROPERLY
REMOVE FROM THE SITE AND RESTORE THE EROSION CONTROL
MEASURE WHEN THE EXISTING MEASURES ARE NOT ADEQUATELY
CONTAINING SEDIMENT WITHIN THE PROJECT AREA ADD ADDITIONAL
MEASURES UPON CONCURRENCE WITH THE CITY'S
REPRESENTATIVE
12 TEMPORARILY SEED DISTURBED AREAS THAT WILL NOT BE
DISTURBED FOR MORE THAN 7 DAYS AND ARE EITHER NOT READY
FOR THE PERMANENT GROUND COVER OR WILL BE INUNDATED BY
LAKE NORMAL POOL
13 UPON COMPLETION OF THE SPILLWAY STRUCTURE, LOW FLOW
DRAIN AND MAJORITY OF LAKE GRADING REMOVE THE TEMPORARY
BYPASS STORM SEWERS AND COMPLETE THE DAM EMBANKMENT
IMPROVEMENTS
14 WHILE PERFORMING THE DAM EMBANKMENT IMPROVEMENTS,
DIRECT THE TEMPORARY CONVEYANCE CHANNELS TO THE LOW
FLOW DRAIN TEMPORARILY SEED THE LAKE BOTTOM AND SIDE
SLOPES THAT REMAIN EXPOSED AND PERMANENTLY SEED THE
AREAS ABOVE THE NORMAL POOL AND INSTALL THE REQUIRED
REPLACEMENT TREE SEEDLINGS IN ALL AREAS EXCEPT THE
ACCESS AREAS
15 PERMANENTLY SEED THE DAM EMBANKMENT SIDE SLOPES UPON
COMPLETION OF FINAL GRADES AND INSTALL THE FABRIC MATTING
ON THE SIDE SLOPES
16 UPON COMPLETION OF THE DAM EMBANKMENT AND LAKE
GRADING, REMOVE THE TEMPORARY CONVEYANCE CHANNELS AND
ROCK PIPE INLETS AND KEEP THE LOW FLOW DRAINS OPENS
17 INSTALL THE WETLAND PLANTINGS
18 UPON COMPLETION OF THE WETLAND PLANTINGS, CLOSE THE LOW
FLOW DRAIN VALVES AND ALLOW LAKE TO FILL UP MAINTAIN
THE WERAND PLANTINGS, LIVE STAKES AND SHRUBS BY
PERIODICALLY WATERING
19 UPON ESTABUSHMENT OF THE PERMANENT GROUND COVER,
REMOVE THE TREE PROTECTION FENCING, SILT FENCE,
CONSTRUCTION ACCESS, TEMPORARY DRIVEWAYS, AND
CONSTRUCTION ROAD STABILIZATION STONE AND RETURN THE
DISTURBED AREAS TO EXISTING CONDITIONS GRADES AND
CONDITIONS INCLUDING PERMANENT DRIVEWAYS, CURB AND
GUTTER AND LANDSCAPING
20 REMOVE THE CURB INLET PROTECTION
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
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EROSION CONTROL DETAILS
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GEOTEXTILE
FABRIC
\ M r
\ .N \ k\ \ \ \ \ \ rl. r,
PREPARED 4' X 8' X 3/4' 1
�
STEEL PLATE SHALL BE CENTERED
BASE STEEL PLATE
OVER IN- SERVICE OR PROPOSED
SEWER LINE WITH THE LONG SIDE
SANITARY SEWER
PERPENDICULAR TO THE SEWER LINE
2
THE CONSTRUCTION ROAD STABILIZATION
MATERIAL SHALL BE PLACED ON TOP
OF THE STEEL PLATES EVEN IN AREAS
SECTIQd
WHERE AN ACCESS ROAD IS NOT
IDENTIFIED
3
SUBSTITUTE MATERIAL SHALL BE
ALLOWED PROVIDED THE CONTRACTOR
DEMONSTATES EQUAL OR GREATER LOAD
TEMPORARY UTILITY
BEARING PERFORMANCE
CROSSING PROTECITON
NOT TO SCALE
C-05
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
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MIN WIDTH BASED
ON EQUIPMENT USED
y57 WASHED STONE
20 FT MIN TOP OF ROADWAY 4" THICKNESS (MIN)
APPROACH LENGTH
1/2 PIPE DIAMETER OR r B" MIN DEPTH
12 ", WHICHEVER IS GREATER 11
5 FT MAX. FILL HEIGHT INSTALL NON -WOVEN GEOTEXTILE
FROM LOW POINT OF FABRIC BENEATH APPROACHES
ORIGINAL CHANNEL
L CLASS B RIPRAP
•\ ALL PIPE INVERTS SHOULD BE
12" MIN LEVEL WITH THE LOW POINT OF
BETWEEN PIPES ELEVATION ORIGINAL CHANNEL
INSTALL CULVERT PIPES TO
NATURAL CHANNEL GRADE, U NO
CROSSING
NUMBER
DIAMETER OF
CULVERT (INCHES)
MIN NUMBER OF
CULVERT PIPES
N1
18
1
N2
18
1
N3
42
5
N4
18
1
N5
18
1
NOTES,
1 DO NOT EXCAVATE STREAMS WITH ROCK BOTTOMS IN
ORDER TO PLACE ALL PIPES AT THE SAME LEVEL PLACE
AS MANY PIPES AS PRACTICAL WITHIN THE LOW AREA OF
THE STREAM PLACE REMAINING PIPES REQUIRED TO CROSS
THE STREAM ON THE EXISTING STREAM BOTTOM
2 INITIATE PUMP AROUND DIVERSION PRIOR TO ANY
EXCAVATION IN STREAM
TEMPORARY " CULVERT '• STYLE
STREAM CROSSING DETAIL ri
NOT TO SCALE C -0I
Temporary Erosion Control Mix, Permanent Seeding Mix,
March 1 through August 31 - Summer March 1 through May 10 - June 25 through September 15
(NCDENR 611, Tables 610 a,b,c)
(NCDENR 611, NO 8 M)
Botanical Name Common Nome Rate (lb/acrel
Botanical Name Common Name Rate (lb /acre) _ Toll Fescue 175 -200
Setano itolico German Millet 40
- Kentucky Bluegrass 20
Temporary Erosion Control Mix,
September 1 through February 28 - Winter
Botanical Name Common Name Rate (lb/acrel
Secole cereals (Abruzzi) Rye Grain 120
SEED SCHEDULE
NOR Eno -NWy an
•fe»hld•I••
t 1/20 12
06/2012
•Ta•NMbW Der•,aw 7•fl RrMyR Ne 7rgt ISSUE DATE
ne.ael.a usa. rr. •nT•
BARREL
MIN. 1'
WIDER TI
Ei
TOP OF BANK
FLOW DIRECTION
OF CHANNEL
TOP OF BANK
NOTE-
IMPERVIOUS SELECT
MATERIAL MAY BE
SUBSTITUTED WITH SAND
S. MIN
I a.
APPROVAL OF THE CDR
— IMPERVIOUS
X111'
X \Il'
�U\�11
SELECT MATERIAL
POST
FABRIC (TYP )
DEPTH BELOW
CROSS
ON
aE)USTING CHANNEL GRADE
IMPERVIOUS
BERM
NOT TO SCALE
O
I
OCKING r
TERMINAL
LINE POSTS
BARREL
FLARED END SECTION
PLAN
RIPRAP (STONE) ALL
APRONS NCDOT CLASS B
RIPRAP 24" THICK
2' ANCHOR---'
FILTER FABRIC
m
2' ANCHOR
SECTION
GRAVEL BEDDING
6' NO 57 STONE
OUTLET STABILIZATION STRUCTURE DETAIL
NOT TO SCALE 1 C-05
- NOT FOR CONSTRUCTION PROJECT MANAGER IK TREFZGER, PE
D CROWELL. PE
P BUWDFORD, F
G HETZLER, PE
J POWERS
G BLUE
FOR REVIEW
DESCRIPTION PROJECT NUMBER 010913 -52595 -018
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
CAP
BRACING
CHAIN LINK
LTOP
JOINTS (TYP)
ew -
MATCH ONE USED
POST
FABRIC (TYP )
RAIL
IN FENCE
O
I
OCKING r
TERMINAL
LINE POSTS
II
�I
♦ !Z-.PAOLOCK HOLE
POST
"P )
0
i
't1
ENTER STOP
3/8" GALV
BOTTOM
X
11
1
ROD TRUSS
TENSION
CONC.
FOR • • ••
L) THE CONTRACTOR IS NOT REQUIRED TO ;M=
USE THIS GATE DETAIL THE TEMPORARY
WIRE
12"0 WIDTH VARIES
12" DIA
TERMINAL I
' Nnrcc
10" DIA
LINE
POST
1 SEE DETAIL 12. SHEET S -OS WHEN
MOUNTING FENCE ON DAM OR SPILLWAY
eQST v
STRUCTURE
2 FOR TEMPORARY INSTALLATION, THE
FOUNDATIONS SHOWN ARE NOT REQUIRED
THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROVIDING ADEQUATE SUPPORT
3 WHEN SILT FENCE IS TO BE INSTALLED
ALONG WITH THE CHAINUNK FENCE, THE SILT
C
FENCE IS TO BE SEPERATE AND ON THE
INSIDE
CHAIN LINK FENCE
i31
NOT TO SCALE
C -01
2' ANCHOR
SECTION
GRAVEL BEDDING
6' NO 57 STONE
OUTLET STABILIZATION STRUCTURE DETAIL
NOT TO SCALE 1 C-05
- NOT FOR CONSTRUCTION PROJECT MANAGER IK TREFZGER, PE
D CROWELL. PE
P BUWDFORD, F
G HETZLER, PE
J POWERS
G BLUE
FOR REVIEW
DESCRIPTION PROJECT NUMBER 010913 -52595 -018
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
CAP
DOUBLE SWING GATE n
NOT TO SCALE C -Ot
UTUiTY MtP TIONS AND OTHER PUBUC- CuInES.• IxxNG S1EWA&NB ANo
NANRG1P RAriBARE ro se Car4TRICTeD ON AIt e1ReETe AS ®ECtFED BY CRY
CAP
CODE.THMNCUR MVEMMMAPPROVEDBYIIQ ?CRYOFRNFJOMMIDSWNLE TIEORYOFW4EItYi�TO COPOECTMN FME11S1an OFlIQ:G
60MST tff t"SACNNR MAUI OnaE WVMTTENMAiOV URIC PUBLIC SEWER SY AS SHOWN ON THIS ' THE WTERIIL AND CONSTRUCNON
81WTMYR: VYERPIISEMENISMEMWMC010FDWDORTOF ACCyn NEIlC09 USED FOR IM9 PROECfRW1 WIFO101 TO TMB SfA1mNaDS 11Pm
^T �" BPECIFIGTRINB OF THE a `SPUBLC UTURES HANDBOOK
CRYOFRALEM
TIRO UTERIES— PIHICU nEs DEPARIYpa PERMR•
COIIS¢RV•TION EIWp1EFA _T xxi DARo. ro COIL4IRUCT
EROSION CONTROL DETAILS
0 1" 2" FILENAME OOD -04 dgn
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11E
■ ■:1
72' FABRIC TO
JOINTS (TYP)
ew -
MATCH ONE USED
IN FENCE
OCKING r
..
II
�I
♦ !Z-.PAOLOCK HOLE
't1
ENTER STOP
'�
NOTF
Z
CONC.
FOR • • ••
L) THE CONTRACTOR IS NOT REQUIRED TO ;M=
USE THIS GATE DETAIL THE TEMPORARY
GATE SHALL BE APPROVED BY THE CITY
12"0 WIDTH VARIES
DOUBLE SWING GATE n
NOT TO SCALE C -Ot
UTUiTY MtP TIONS AND OTHER PUBUC- CuInES.• IxxNG S1EWA&NB ANo
NANRG1P RAriBARE ro se Car4TRICTeD ON AIt e1ReETe AS ®ECtFED BY CRY
CAP
CODE.THMNCUR MVEMMMAPPROVEDBYIIQ ?CRYOFRNFJOMMIDSWNLE TIEORYOFW4EItYi�TO COPOECTMN FME11S1an OFlIQ:G
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81WTMYR: VYERPIISEMENISMEMWMC010FDWDORTOF ACCyn NEIlC09 USED FOR IM9 PROECfRW1 WIFO101 TO TMB SfA1mNaDS 11Pm
^T �" BPECIFIGTRINB OF THE a `SPUBLC UTURES HANDBOOK
CRYOFRALEM
TIRO UTERIES— PIHICU nEs DEPARIYpa PERMR•
COIIS¢RV•TION EIWp1EFA _T xxi DARo. ro COIL4IRUCT
EROSION CONTROL DETAILS
0 1" 2" FILENAME OOD -04 dgn
SCALE NOT TO SCALE
11E
■ ■:1

a
0
0
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FILL VOID WITH
1'0 CLOSED
CELL POLY BACKING
G
WATER STOP AND
t COLLAR
( -SEAL TYPE
kL.L SLEEVE
;ARRIER LINE
( -SEAL TYPE
1 PENETRATION SEAL
PIPE PENETRATION DETAIL
NOT TO SCALE U -OJ
PROVIDE 2' SQUARE 3000 PSI
CONCRETE COLLAR 6' DEEP
AROUND VALVE BOX IN UNPAVED
AREAS
CAST IRON VALVE BOX
W/ LOCKABLE COVER
WORD WATER' WITH ARROW AND PROVIDE 2' SQUARE 3000 PSI
"OPEN" INDICATING DIRECTION CONCRETE COLLAR 6' DEEP
TO OPEN VALVE ON COVER AROUND VALVE BOX IN UNPAVED
AREAS
WRENCH NUT - 2' SQUARE
TURN CLOCKWISE TO OPEN
VALVE BOX SHALL BEAR ON MECHANICAL JOINT WITH
EARTH AND NOT DIRECTLY RETAINER GLANDS
ON THE VALVE
GATE VALVE
INSTALLATION DETAIL i21
NOT TO SCALE U -03
WORD 'WATER' WITH ARROW AND
'OPEN" INDICATING DIRECTION
TO REMOVE CAP ON COVER
CAST IRON VALVE BOX —
W/ LOCKABLE COVER 2' GALVANIZED SCH 80
WITH THREAD END AND CAP
THREADED ENO WITH CAP
MANUAL AIR
RELEASE STEM
I
VALVE BOX SHALL BEAR ON 16x6 TEE, M J
EARTH AND NOT DIRECTLY
ON THE VALVE
MANUAL AIR
RELIEF DETAIL i1
NOT TO SCALE U-03
4' SOLID HOPE �j I
DRAIN PIPE � I
3' MINI
A-
4' SLOTTED DRAIN PIPE
(YP) P; F TRENCH
7YP
ANTI -SEEP COLLAR
ASTM C33 SAND
1 DIP SIPHON
4' SLOTTED
DRAIN PIPE
PLAN VIEW
e
_ TRASH RACK
TOP DRAIN INLET EL 253 50
�C
t
NOT TO SCALE
CLASS A STONE
I C-07
-
TOP OF SPILLWAY WIER
• LOAM & SEED. SLOPED TO WALL. DO
-NO 6 BARS • 6'
ABANDON
NOT INSTALL OITCN BEHIND THE WALL,
0 C EACH WAY BENT
INV OUT EL 249 50
16' ABOVE INLET TOP
1
CONSTRUCT A BULKHEAD AT EACH END OF THE
UTILIZE 1 OR 2 FREE- STAROINC UN115 AS
NCDOT /57
REQUIRED ro MAINTAIN IN 4• EXPOSED
AT BACK OF WALL (PER SIZE PLANS)
UMINUM TRASH COVER
FREE- STANWNC HALF UNITS ro
z_
BE USED ALONG TOP OF WALL
PRESSURE
ALUMINUM TRASH COVER
FILTER FABRIC (MIRM 1AON OR EQUAL)
BOLTED TO SPILLWAY
TO SEPARATE LOAM FROM BIICKFlLL
INSTALL NIPPLE ON DOWNSTREAM BULKHEAD TO
J -ernr coNNECraR USED FOR
FREE- STANDING UNITS W
FILTER FABRIC
in
AGAINST CUT SLOPE
,QOM
_ w
!!
DOWNSTREAM
24'�
INSTALL A VENT AT BOTH BULKHEADS THAT
0�L0 60
16' DUCTILE IRON
EXTEND ABOVE THE TOP OF THE EXISTING LOW
PIPE TO DRAIN
30•
T
1
• �.
SO •
FLOW DRAIN
6' DtA PRECAST DRY WELL
CRUSHED STONE BEDDING
EXISTING GROUND
•
WIN
---------- -_ -_- - - -_
•
4
INJECT THE NON - SHRINK GROUT AT A MAXIMUM
4' SOLID HOPE �j I
DRAIN PIPE � I
3' MINI
A-
4' SLOTTED DRAIN PIPE
(YP) P; F TRENCH
7YP
ANTI -SEEP COLLAR
ASTM C33 SAND
1 DIP SIPHON
4' SLOTTED
DRAIN PIPE
OPENING
`(2) 5 -INCH
PLAN VIEW
SECTION A
TRASH
FILTER DIAPHRAGM
t
NOT TO SCALE
NOT TO SCALE
I C-07
-
TOP OF SPILLWAY WIER
• LOAM & SEED. SLOPED TO WALL. DO
-NO 6 BARS • 6'
ABANDON
NOT INSTALL OITCN BEHIND THE WALL,
0 C EACH WAY BENT
16' ABOVE INLET TOP
1
CONSTRUCT A BULKHEAD AT EACH END OF THE
UTILIZE 1 OR 2 FREE- STAROINC UN115 AS
REQUIRED ro MAINTAIN IN 4• EXPOSED
AT BACK OF WALL (PER SIZE PLANS)
FREE- STANWNC HALF UNITS ro
z_
BE USED ALONG TOP OF WALL
PRESSURE
ALUMINUM TRASH COVER
FILTER FABRIC (MIRM 1AON OR EQUAL)
j
TO SEPARATE LOAM FROM BIICKFlLL
INSTALL NIPPLE ON DOWNSTREAM BULKHEAD TO
J -ernr coNNECraR USED FOR
FREE- STANDING UNITS W
FILTER FABRIC
in
AGAINST CUT SLOPE
_ w
!!
OPENING
`(2) 5 -INCH
LOW FLOW
DRAIN INLET
TRASH
RACK 8
DIAMETER ORIFICES
NOT TO SCALE
C -07 NOT TO SCALE
-
TOP OF SPILLWAY WIER
ABANDON
IN PLACE PROCEDURE
EL 263 50
1
CONSTRUCT A BULKHEAD AT EACH END OF THE
PIPE TO RESIST THE NON- SHRINK GROUT
z_
TEMP VENT (TYP)
PRESSURE
ALUMINUM TRASH COVER
% LOW FLOW DRAIN PIPE
2
INSTALL NIPPLE ON DOWNSTREAM BULKHEAD TO
in
INJECT NON- SHRINK GROUT
DOWNSTREAM
UPSTREAM 3
INSTALL A VENT AT BOTH BULKHEADS THAT
EXTEND ABOVE THE TOP OF THE EXISTING LOW
LL:::
.. .
• �.
_
FLOW DRAIN
••
4
INJECT THE NON - SHRINK GROUT AT A MAXIMUM
0
=
PRESSURE OF 30 PSI UNTIL IT FLOWS FROM
- --
' . .
••
DOWNSTREAM VENT INSTALL DOWNSTREAM
:=
:
PERMANENT CAP
TEMP BULKHEAD (TYP) 5
INJECT THE NON- SHRINK GROUT AT A MAXIMUM
9'
GROUT NIPPLE
NON- SHRINK
PRESSURE OF 30 PSI UNTIL IT FLOWS FROM
UPSTREAM VENT
F�
CEMENTITIOUS GROUT
6
ALLOW THE NON- SHRINK GROUT TO CURE AND
ABANDON PIPE
IN PLACE
REMOVE BULKHEADS AND VENTS
NORMAL POOL ORIFICES
SECTION VIEW
DETAIL
NOT TO SCALE
NOT TO SCALE
C -07
hR
HDR em..fts ba
.f UVS C.F.WHIS
ANBNItl TANP, TAb Bm I RrrBA ND r
• u®. Nu�r Fmu
PROJECT
MANAGER K TREFZGER, PE
D CROWELL, PE
P BLANDFORD, PE
J POWERS
G BLUE
8
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
sw
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NCDOT /57 STONE EXISTING EARTH OR
MIDDLE BLOCK COMPACTED FILL (PLACED
PER SPECIFICATIONS BY
BASE BLOCK JJI' OTHERS)
& A LEVELING PAD OF NCDOT ABC STONE, 12'
DEEP AND EXTENDING AT LEAST 12' BEYOND
THE FRONT AND BACK OF THE BASE BLOCK. B
SwW. BE INSTALLED
12' MIN 12' MIN
THE MINIMUM REQUIRED BEARING CAPACITY
OF THE BASE SHALL BE 1600 PST
PRECAST ROCK WALL
NOT TO SCALE C -07
UIRRY DLRTAI1ATKx1S ATm OTHER PUBYC FACILITIES. AmLUDWO W AUKS MID
nAImIW RAIRBARE ro BE � DN AL BTiEETeAS MC BY GAY
cmE. TNEBE FACSRIES NAVE BEES APPRDVT�Br THE aTra RME®1A•D BHNL eE
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0 1 • 2• FILENAME OOD -05 dgn
SCALE AS NOTED
■I_1

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1D
0
I
00
SLOPES FOR VARIABLE SUPER ELEVATION RATE
FOR STANDARD 2' -6" CURB AND GUTTER
,ti "CAR,`
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.•'•Q.S Fg'ss
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F'Ai • E Z 1 ;
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MOUNT SIGN
_•
o
WHITE LETTERS, SYMBOL AND
J POWERS
\
BORDER ON BLUE BACKGROUND
13/16" DIA HOLES
PLAN
12" X 8" VAN - ACCESSIBLE SIGN
3:1 SAND AND CEMENT
z NON- SHRINK GROUT
SEALANT ALL
ti _21
�b
to
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ELEVATION
- SLOPE DOWN
0 1/4 "
MrT-
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8" MIN ��
10" MAX DETAIL
e 24'
y
Y.�AISI n
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I
��
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I " , 12" a
1 30" CURB • GUTTER
2 30- VALLEY TYPE GUTTER
NOTES
L O•MMGSN BETWEEN CON;rnLcr0N ANTS.
q'MAOAN BETWEEN CONSTwwx ANTS
ON MACHINE PONS
2 Ur EMANSON ANT EVERY SD'
A 3000 PS CONCRETE AMARAL 4• SLUMP MAI➢IY
4 LOW MEMBRANE CU7M". COIPOINO SMALL MEET
M RECUIR1EMTS OF SECTOR 1020 -2 OF MCDOT
STANDARDS 0 SPE?ICAT'IONS MR ROADS AND
SHEET i OF 2
srE%c VE1
S ALL CO4TRICTDA ANTS BALL BE FILED
CITY OF RALEIGH
OM ANT FILLER AND SEALER N ACCORDANCE
PUBLIC VMS DEPARTMENT
BIN RNCDOT ROADWAY STANDARD DETAIL SMOL
THE ANT MATERIAL SILL COMFORII TO SECTION
V S rt. TMLM
1020 -2 OF ACOOT'S STANDARD SPECIFICATIONS FOR
Ma GUM m CURB
ROADS AND STRICTWES
vo eT v AND
IT. ABC STONE REOIMEO LODER ALL CUB A CUTTER
NvNAT rT GUTTERS
STD- A 20.21
CURB AND GUTTERS % +1
140T TO SCALE
4 7/8 °
12" X 18" HANDICAP SIGN
,ti "CAR,`
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.•'•Q.S Fg'ss
= F 2 =
F'Ai • E Z 1 ;
WON,
MOUNT SIGN
18 GAUGE STEEL BAKED ENAMEL
o
WHITE LETTERS, SYMBOL AND
J POWERS
\
BORDER ON BLUE BACKGROUND
13/16" DIA HOLES
PLAN
12" X 8" VAN - ACCESSIBLE SIGN
3:1 SAND AND CEMENT
z NON- SHRINK GROUT
SEALANT ALL
12" CLR
z 1" DEPTH
TYP
WHITE LETTERS AND BORDER ON
to
(2) #6 BARS TYP
ELEVATION
- SLOPE DOWN
0 1/4 "
APPLICABLE
0 3/16 �(2) #3 BARS
8" MIN ��
10" MAX DETAIL
BACK OF CURB
12' MIN OR
AS SHOWN ON
5" SF9 5A
�-6• COMPACTED ABC STONE
FACE OF CURB
UP OF GUTTER PARKING LOT SECTION P REMOVE CURB AND GUTTER NOT TO SCALE
NOTES
1 IF SIDEWALK IS WITHIN DISTURBANCE OF DRIVE
ACCESS. EXTEND DRIVEWAY PAVEMENT TO SIDEWALK
2 POSITIVE SLOPE FROM R/W DOWN TO CURB UNE
3 DRIVEWAY CURB CUT WIDTH
SINGLE VEHICLE WIDTH - 12FT
DOUBLE VEHICLE WIDTH - 24FT
PARALLEL LENGTH - 20FT (VEHICLE)
2 5'
EXISTING F. r1
ROAD
EXISTING DRAINAGE FLOWLINE
TO BE MAINTAINED
REMOVE EXISTING -
CURB AND GUTTER
CRS
R/W
— TEMP DRIVEMENT PAVEMENT
(1 5" ASPHALT)
4" TEMP PAVEMENT
BASE COMPACTED
TEMPORARY
DRIVEWAY DETAIL
NOT TO SCALE
PROPOSED 90EWAUN
GRASSED N1UTY STRIP (CONCRETE 7000 P SL)
aax'
'
EMITTING Y-I• COPACED TO A DENSITY
IIST
CURB AND GUTTER OF No LESS THAN WW
TYPICAL SECTION
AM FILLER 1/4• SIDE 1RNlt SURFACE
TRANSVERSE E %PANSION JOINT
MAIM
1 TRANSRASE EIPANSON ANTS TO BE A MARMYY OF 00 FEET
2 ALL CONCRETE TO BE FISHED MTN CMD Ca1POUD,
3 A 0 MCI DEPTH IS REOURED AT LOCATIONS OF DRIVEWAY OIOSMNCS• AT STREET IMTERSEC009
(ALONG THE LENGTH (IF RADIUS CAB REWMXS) AND M THE HANDICAP RAMPS.
CONCRETE SIDEWALK
NOT TO SCALE
N
a 'G
n 711\_2" DIA PIPE
0� 0 1
X• DIA STEEL PIPE.
FILL WITH CONCRETE
AND DOME TOP
1/2- EXPANSION
JOINT WITH SEALANT
GRADE PAVING
(SEE PLANS)
LOCKABLE WELL CAP -
•n
o�
FLUSH - MOUNTED
BOLTED DOWN
WELL COVER
`WELL PAD 2' X 2' X 4•
/-WELL PAD
/ — EXISTING GROUN
`GALVANIZED SKIRT
- BENTONTTE SEAL
-2• SOLID PVC PIPE
-2• SLOTTED PVC PIPE
SAND
¢¢ TMRE40M PVC CAP
•� b
1 BOTTOM OF BORING
OBSERVATION WELL /_91
NOT TO SCALE
SEWOMT ON STE
STONE TO E USED 12' MM OR
ti a M SURGE STCE OR AS SHOWN
W �e°�� RAILROM BALAST l ON ORAMODS
PLAN
NOTES
I PIT SLT FENCE OR TREE PROTECTION FORCE VP
TO ENSURE CONSTRUCTION ENTRANCE 13 USED
2 W CONSTRUCTION ON M SITES ARE SAN THAT
THE MD 13 NOT REMOVED BY THE VEHNXE TRAVEINO
OVER THE STONE. THEN THE TEES OF THE
VEHICLE MUST BE MASHED BEFORE ENTERING THE
PBUC ROAD
3 6 A PNECT CONTIRES TO PLLl IM1D MID OE®OS
WI TO THE ROCK ROM. THE COVOSWIO AUT1018TV
MNU CENT THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RES'O®IJTY TOM
�� rEW �sTA�r�M
EHtgTINO ROADWAr T�as•Ip � 1s•/ON �•I \`
MM I I 2- MA
�F'9�1111� � 'Ii101111v ''IIM1111�11 111
III= FAB= UNDER STOW
CROSS SECTION
CONSTRUCTION ENTRANCE
CONCRETE WHEEL STOP %si HANDICAP PARKING SIGN BOLLARD CONSTRUCTION ENTRANCE
NOT TO SCALE NOT TO SCALE NOT TO SCALE - NOT TO SCALE -
uruNrr MTALUnow AHO MTRHWN P11RIC FAgl1T1E8 MRDOMOIDDEWKIGAAO
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O
AY RITTEIAFPR0VA. PU8UC TIE an SEMEN N SENRI M[0N119BEMOMPI ON Cq PO IM TTHE WTERIAL ANDCONSTIH0ECaM
SANITARY SEINER EASEMENTS ANE InMERECORDED WRD FINK 1CC5TAM P
NEOIOD9 USED FqL nIB NgffCT 91WLCOIPORY TO NE 8TAIOMW RIND
BPECWCATIOHO C& nE DITY'B PIAIAC Uf0N11E9 NMOB0011
TRMISPDRrAnOI sERUN�s
arr of RALEIGH
PLMUC UIlNTR9 RIRIC LNr8T11ES0EPARNNFM PERMTI
CONSERVATION EApIEEti AUNION@ATKAITO NSIWCT
U DAIF
MRBI1 w wft Arc
A1MC —ONAR
11/2012
ST3I NMINMI a1A 1MIRH2BIRMNPL Ne R1N1 ISSUE I DATE
r�Na.A LA�.INme.� IJ1tI
- NOT FOR CONSTRUCTION
FOR REVIEW
FOR REVIEW
DESCRIPTION
IROJECT MANAGER
12" X 18" HANDICAP SIGN
,ti "CAR,`
RO,
.•'•Q.S Fg'ss
= F 2 =
F'Ai • E Z 1 ;
WON,
MOUNT SIGN
18 GAUGE STEEL BAKED ENAMEL
SECURELY TO
WHITE LETTERS, SYMBOL AND
J POWERS
I.T POST
BORDER ON BLUE BACKGROUND
RESERVED
PARIONG
12" X 8" VAN - ACCESSIBLE SIGN
18 GAUGE STEEL BAKED ENAMEL
SEALANT ALL
010913 -52595 -018
WHITE LETTERS AND BORDER ON
m AROUND —
BLUE BACKGROUND, WHERE
- SLOPE DOWN
APPLICABLE
N I " TYP —
PROVIDE BREAK -AWAY CONNECTION
STEEL POST
n
FINISHED GRADE
o
`
N
a 'G
n 711\_2" DIA PIPE
0� 0 1
X• DIA STEEL PIPE.
FILL WITH CONCRETE
AND DOME TOP
1/2- EXPANSION
JOINT WITH SEALANT
GRADE PAVING
(SEE PLANS)
LOCKABLE WELL CAP -
•n
o�
FLUSH - MOUNTED
BOLTED DOWN
WELL COVER
`WELL PAD 2' X 2' X 4•
/-WELL PAD
/ — EXISTING GROUN
`GALVANIZED SKIRT
- BENTONTTE SEAL
-2• SOLID PVC PIPE
-2• SLOTTED PVC PIPE
SAND
¢¢ TMRE40M PVC CAP
•� b
1 BOTTOM OF BORING
OBSERVATION WELL /_91
NOT TO SCALE
SEWOMT ON STE
STONE TO E USED 12' MM OR
ti a M SURGE STCE OR AS SHOWN
W �e°�� RAILROM BALAST l ON ORAMODS
PLAN
NOTES
I PIT SLT FENCE OR TREE PROTECTION FORCE VP
TO ENSURE CONSTRUCTION ENTRANCE 13 USED
2 W CONSTRUCTION ON M SITES ARE SAN THAT
THE MD 13 NOT REMOVED BY THE VEHNXE TRAVEINO
OVER THE STONE. THEN THE TEES OF THE
VEHICLE MUST BE MASHED BEFORE ENTERING THE
PBUC ROAD
3 6 A PNECT CONTIRES TO PLLl IM1D MID OE®OS
WI TO THE ROCK ROM. THE COVOSWIO AUT1018TV
MNU CENT THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RES'O®IJTY TOM
�� rEW �sTA�r�M
EHtgTINO ROADWAr T�as•Ip � 1s•/ON �•I \`
MM I I 2- MA
�F'9�1111� � 'Ii101111v ''IIM1111�11 111
III= FAB= UNDER STOW
CROSS SECTION
CONSTRUCTION ENTRANCE
CONCRETE WHEEL STOP %si HANDICAP PARKING SIGN BOLLARD CONSTRUCTION ENTRANCE
NOT TO SCALE NOT TO SCALE NOT TO SCALE - NOT TO SCALE -
uruNrr MTALUnow AHO MTRHWN P11RIC FAgl1T1E8 MRDOMOIDDEWKIGAAO
HANDICAPRAIPBARE
SCOE THESE FUATACEI1S1SEs BNE E sEEm CIFD (mIN KL eTRcirr 0 AB am AND, HAL L
O
AY RITTEIAFPR0VA. PU8UC TIE an SEMEN N SENRI M[0N119BEMOMPI ON Cq PO IM TTHE WTERIAL ANDCONSTIH0ECaM
SANITARY SEINER EASEMENTS ANE InMERECORDED WRD FINK 1CC5TAM P
NEOIOD9 USED FqL nIB NgffCT 91WLCOIPORY TO NE 8TAIOMW RIND
BPECWCATIOHO C& nE DITY'B PIAIAC Uf0N11E9 NMOB0011
TRMISPDRrAnOI sERUN�s
arr of RALEIGH
PLMUC UIlNTR9 RIRIC LNr8T11ES0EPARNNFM PERMTI
CONSERVATION EApIEEti AUNION@ATKAITO NSIWCT
U DAIF
MRBI1 w wft Arc
A1MC —ONAR
11/2012
ST3I NMINMI a1A 1MIRH2BIRMNPL Ne R1N1 ISSUE I DATE
r�Na.A LA�.INme.� IJ1tI
- NOT FOR CONSTRUCTION
FOR REVIEW
FOR REVIEW
DESCRIPTION
IROJECT MANAGER
K TREFZGER, PE
,ti "CAR,`
RO,
.•'•Q.S Fg'ss
= F 2 =
F'Ai • E Z 1 ;
WON,
D CROWELL, PE
P BLANDFORD, PE
J POWERS
G BLUE
PROJECT NUMBER
010913 -52595 -018
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
SITE CONSTRUCTION DETAILS
0 1 • 2" FILENAME OOD -O6 dg.
SCALE AS NOTED
IC
I
IA

J
v'vT
ROADSIDE ACCESS POINT
ACCESS THROUGH TWORARY BARRIER
To
�•
5 35
DETAIL 6X00 FOR LEFT SIDE, GAVE PRINCIPLE APPLIES FOR RIGHT SIDE ACCESSES 1
h a
yD
950 850
TM=me =>
su F U
rR -dT9N
MULTILANE ROADS TNWf
^C
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EXTEND DRUM LEMONT 80 TRUICK WHEN LANE IS CLOSED.
CAN VERSE TO EXISTING TRAFFIC DAMS MAY BE BEMOAAED «
HmH=iyxD
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BDIAl1O
• SPEED - - - • _ r FOR TRUCK EGRESS -• - r 7 - • - • - • - 7 � •-
w qq zaN
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j
SEE RSD.1101 11 SWEET S « �'jj''�
FOR BARRIER FLARE RATES t,( J1 1
HN-1
>
Np
CRASH CUSHION IS REQUIRED WHEN '`-�
TLUCI
N 0 0
=
IL _ _ - _ - _
t •
EXPOSED END OF BARRIER IS WITHIN
80' OF EDGE OF TRAVELERY. 0M1NAN(1?
NOTES:
p
RIGHT LAM CLOSURES MAY BE USED
•• 200' 18 A MAXIMUM DIVERSION KEEP THIS DIMENSION AS SHORT AS POSSIBLE.
eau
D O:N ALLOWED BY THE EMIIEF111.
N LEFT LAKE CLOSUME SHALL BE USED FON ACCESS. UNLESS M ENGINEERED ROAD ACCESS TB
DESISTED. SEE SID. 1101.02, SHEET S.
0
2 -LANE, 2 -WAY ROADS TM
HAUL ROADS
�
9 m
BIDAIIO
BUMP
FOR 2 -L4ME. 2 -WAY rDA MYS IffiA® 1_x
z
ACCESS ea a
SIOB SHOW FUR ONE APPROACH. �
SAME SIGNINO APPLIES FOR
LL W
H
POINT
BOTH APPROACH DIRECTIONS
e
Z ca
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O
mTRI
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a a a a
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MEN DIRECTED BY THE ENGINEER, TRAFFIC NAY BE STOPPED
TO ALLp WORK vE11ICLE ACCESS uGE 7RE SAME BIONTMO
PE TIT BARRICADES WHEN
FOR NAIL ROADS AS GIOIT IN INS ADJACENT DETAIL.
OAD 18 NOT BEING USED
m =
009 G)
GENERAL NOTES
M N
T
1 -IMEOR SIGNS ON BOTH LEFT AND RIGHT SIDES ON DIVIDED ROADMAYS. SIGNS ARE REQUIRED ONLY ON THE RIGHT SIDE OF THE ROADWAY FOR
J
Z Y
QWW7 0
w
URDIVIDED MONISM.
LM
M
2 -PP04M MINIMUM STOPPING SIGHT DISTANCE FOR EACH FLAOOER LOCATION.
LEGEND 3-REFER 70 810. 1101.11 SHEETS 2 L 4 FOR STOPPING BIGHT DISTANCE AND SIGN SPACING.
■ ■ PORTABLE CONCRETE BARRIER
TEMPORARY CASH CUSHION 4 -UPON COMPLETtON Of EACH HALING OPERATION, REPAIR, SWEEP, AND RESTORE THE ROADWAY TO BE SAFELY TRAVERSABLE AT NOMIAL
• DRUM OPERATING SPEEDS.
F- STATIONARY a= S- 'BUMP' SIGNS (23-1) ARE REQUIRED ONLY IF A BUMP OVER THE ROADWAY EXISTS AS A RESULT OF IMPLENWIMO THE HAUL ROAD. USE FLAGGERS
IQ POTABLE SIGH AT ALL TIMES TO STOP TRAFFIC WREN BUMS ARE LOCATED ACROSS THE ROADWAY. CONSTRUCT BUMPS TO PROVIDE A SMOOTH TRANSITION FOR
EET 1 OF 1
f FLA60ER TRAFFIC CROSSING THEN REMOVE BUMPS PRIOR TO ALLOWING TRAFFIC TO RESUME NORMAL OPERATING SPEEDS
` DIRECTION OF TRAFFIC FLOW 8 -SHER NOT SPECIFIED IN IRE PLANS OR BY THE ENGINEER. PAYMENT FOR CONVENIENCE RILL NOT BE MADE.
SHEET 1 CE 1
1 1 01 . AC
1 1 01 . 0
O
POSTED SPEED LIMIT
(MPH)
vm
® O
STO DWG 110111
5 35
:. ...
.. ...
40 -50
950 850
TM=me =>
FLASHING ARROW PANELS
0m 0-1
.. .........
'
CONTROLLED ACCESS ) ROADS
( 2 88
1000 1600
= DDOD o
GENERAL NOTES
Z-ur71
FLAGGERS
00°'1
1 -USE THIS STANDARD DRAMING IN CONJUNCTION WITH OTHER TRAFFIC CONTROL ROADWAY
D
STANDARD DRAWINGS WIDE SIGN SPACING DISTANCES A. B. C, ME SPECIFIED.
�}�
p
2 -APPLY THE ADVANCE WARNING SIGN SPACING CHART WERE A SERIES OF 2 OR MORE
SIGNS ARE USED. ALL SIMI SPACING DINEMBION8 ARE APPROXIMATE. FIELD ADJUST
Z
AS VMI0LIS CODITIONS OCCUR, SUCH AS LIMITED SIGHT DISTANCE, OBSTRUCTION
INTERFEEIMM, ETC.
N
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NOR E.0­0%
aa.Cwww_
ADVANCE WARNING SIGN
SPACING CHART
POSTED SPEED LIMIT
(MPH)
RECOOENDED
DISTANCE BETWEEN SIGNS
(FEET)*
® O
STO DWG 110111
5 35
:. ...
.. ...
40 -50
950 850
850
FLASHING ARROW PANELS
.......
........... ....
•
.. .........
'
CONTROLLED ACCESS ) ROADS
( 2 88
1000 1600
2700
r DISTANCE TO 2102 SION r DISTANCE TO 1ST SION
kP/ T
STATIONARY OR PORTABLE SIGNS
m9Nm�.arflT_•onw1� m+•�R++NClm2 ISSUE_�DATE
FOR REVIEW
REF emm
POINT
'ROJECT MANAGER K TREFZGER, PE
G BLUE
PROJECT NUMBER 010913 - 525957
Z
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1) TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL
DRAWINGS AND STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE
VARIOUS TYPES OF CONSTRUCTION ACTIVITIES ARE OCCURRING ON THE PROJECT
THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND SHOULD BE ADAPTED TO THE
ACTUAL FIELD CONDITIONS WHICH EXIST DUE TO THE UNFORESEEN FIELD
SITUATIONS, IT MAY BE IMPOSSIBLE TO ADAPT THE PRESCRIBED TYPICAL DRAWING
OR STANDARD EXACTLY AS MOWN TO THE ACTUAL FIELD SITUATIONS THE
CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT,
CHANGE, AND /OR REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE
TYPICAL DRAWINGS AND /OR STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN
PASS THROUGH THE CONSTRUCTION AREA IN A SAFE AND EFFICIENT MANNER
2) CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR
STANDARDS BE USED IN ONE AREA OF CONSTRUCTION, CHANNELIZING DEVICES
ASSOCIATED WITH THESE TYPICALS SHALL BE MOVED. SUPPLEMENTED, CHANGED, OR
REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE PLANS THE
LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE
ENGINEER TO ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION
WHEN TWO OR MORE TYPICALS AND /OR ROADWAY STANDARD DRAWINGS OVERLAP
3) OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS THESE ARE
NORMALLY USED FOR SHORT -TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH
OR AROUND CONSTRUCTION AREAS WITHIN A CONSTRUCTION ZONE OPERATIONAL
SIGNS SHALL BE INSTALLED PRIOR TO THE START OF OPERATIONS AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER SIGNS SHALL BE MAINTAINED IN PROPER
POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES IF NEED BE,
THEY SHALL BE BALLASTED OR WEIGHTED IN SUCH A MANNER THAT THEY WILL BE
STABLE UNDER WIND AND VEHICLE ACTIONS THEY SHALL BE REMOVED WHEN NOT
APPLICABLE
4) THE CONTRACTOR SHALL MARK ALL HAZARDS WITH IN THE LIMITS OF THE PROJECT
WITH WELL- MAINTAINED SIGNS. BARRICADES, WARNING AND /OR CHANNELIZING DEVICES
ON CONNECTING ROADS. ALL BARRICADES. SIGNS, WARNING, AND /OR
CHANNELIZING DEVICES SHALL BE MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS
REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS APPROVED BY THE ENGINEER
5) FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT ORANGE VEST, SHIRT, OR
JACKET COMPLYING WITH ANSIASEA 107 CLASS 2, STEEL TOED BOOTS AND HARD
HAT THE FLAGGER SHALL BE EQUIPPED WITH A STOP /SLOW PADDLE (SEE
MUTCD, NCDOT STD 1150 01) FLAGGERS SHALL BE REWIRED TO UTILIZE
HAND -HELD RADIOS FOR COMMUNICATIONS RED FLAGS WILL BE ACCEPTABLE IN
LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY FLAGGERS, PROPERLY
EQUIPPED AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND
STATIONED AT THE LOCATIONS SPECIFIED OR AS DIRECTED BY THE ENGINEER A
FLUORESCENT ORANGE CAP MAY BE REQUIRED MORE THAN TWO FLAGGERS
SHALL BE TRAINED AND PROVIDED TO ALLOW FOR COVERAGE DURING BREAKS AND
LUNCH
6) THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN
ALL TRAFFIC CONTROL DEVICES, SIGNS, BARRICADES, WARNING AND /OR
CHANNELIZING DEVICES FOR WORK SITES AND DETOUR ROUTES AS SHOWN IN TRAFFIC
CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE TRAFFIC CONTROL
PLANS
7) WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START
UNTIL ALL OF THE REQUIRED SIGNS, BARRICADES. WARNING, AND /OR CHANNELIZING
DEVICES ARE INSTALLED
• BALLASTING SHALL BE DONE WITH SANDBAGS OR OTHER YIELDING MATERIALS
PLACED IN SUCH A POSITION THAT THEY 00 NOT BECOME MISSILES OR CAUSE
UNREASONABLE DAMAGE IF HIT
THE FOLLOWING ROADWAY STANDARDS THAT APPEAR IN - ROADWAY STANDARD DRAWINGS•
ROADWAY DESIGN UNIT, N C DEPARTMENT OF TRANSPORTATION, RALEIGH, N C.
DATED JULY 1995 AND THE LATEST REVISION THERETO ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS
CAP
$r r/
I,,N''�1E�HL,•aj�/
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
NCDOT STANDARD DRAWING TO BE USED
STD DWG 0101
WORK ZONE ADVANCE WARNING SIGNS
STD DWG 110102
TEMPORARY LANE CLOSURES
STO DWG 110111
TRAFFIC CONTROL DESIGN TABLES
STD DWG 111001
STATIONARY WORK ZONE SIGNS
STD OWG 11 10 02
PORTABLE WORK ZONE SIGNS
STD DWG 11 15 01
FLASHING ARROW PANELS
STD DWG 11 30 01
DRUMS
STD DWG 11 35 01
CONES
STD DWG 11 45 01
BARRICADES
STD DWG 115001
FLAGGERS
8) THE PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE
PROJECT THEY ARE TO BE USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE
DETAILS OF THE TRAFFIC CONTROL PLANS
9) THE FOLLOWING LEGEND SHALL APPLY TO ALL TRAFFIC CONTROL SHEETS WITH THE
EXCEPTION OF STANDARDS AND TYPICALS WHICH HAVE A LEGEND SHOWN ON THEM
INDIVIDUALLY
10) THE CONTRACTOR MUST HAVE A MINIMUM OF TWO FLAGMEN PRESENT DURING ALL PERIODS OF
CONSTRUCTION ACTIVITY TO ASSIST IN THE MOVEMENT OF TRAFFIC
THROUGH THE WORK AREA ADDITIONAL FLAGMEN MAY BE REQUIRED AS DIRECTED
BY THE ENGINEER OR NCDOT
11) ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING
OR IN CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY
BY THE CONTRACTOR PRIOR TO PROCEEDING WITH ANY CONSTRUCTION ACTIVITY
12) ALL PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE COMPLETELY
REMOVABLE REFLECTIVE PAVEMENT MARKING TAPE MEETING PROJECT SPECIFICATIONS
PAINT MAY BE USED IF CONDITIONS ARE UNSUITABLE FOR TAPE WHEN AUTHORIZED
BY THE ENGINEER
13) THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC ON ALL PORTIONS OF THIS PROJECT
UNLESS OTHERWISE SPECIFIED HEREIN, AND WILL BE REQUIRED TO PROVIDE PROPERTY
OWNERS ACCESS TO THEIR PROPERTY THROUGHOUT THE PROJECT, INCLUDING
INGRESS AND EGRESS FOR BUSINESSES
1 TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT TO A TRENCH AT
EXISTING GRADE MEASURED FROM THE SIDE FACING TRAFFIC
2 CONTRACTOR SHOULD BE AWARE THAT WHEN THE CONSTRUCTION AREA IS IN OR NEAR
A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK AREA SHALL BE EXTENDED SO
THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM STOPPING
SIGHT DISTANCE 15 MET SEE STANDARD 110111
3 WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A
WORK ZONE, FLAGGER(S) AND FLAGGER SYMBOL SIGN(S (W20 -7A) SHALL BE USED
AS REQUIRED TO SLOW ANO /OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA
SIGN W20 -7A SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT
4 THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN
5 MINUTES AT A TIME IN ANY ONE DIRECTION
5 THE CONTRACTOR SHALL BE REQUIRED TO REPLACE ANY EXISTING PAVEMENT
MARKINGS WHICH HAVE BEEN OBLITERATED BY CONSTRUCTION PROCEDURES
AT THE END OF EACH DAYS OPERATIONS
6 IF A TRENCH OR A DIFFERENCE IN GRADE, GREATER THAN 1 FT NEEDS TO
REMAIN OPEN OVERNIGHT A TEMPORARY CONCRETE MEDIAN BARRIER SHALL BE
USED IN LIEU OF DRUMS AROUND THE WORK ZONE
7 INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS
AFFECTED BY THE PROJECT
8 ALL TRAVEL LANES SHALL REMAIN OPEN DURING PERIODS OF CONSTRUCTION
INACTIVITY
ArTRTIr YQIALLIDKNI9 Aro RIMER Y1•UC fAL4AT1E4 R1n1m9w 6WEWALNSANO
I•NDICIIP RA•P8 AREro E COIISTItlIC1ED ON ALL sNEETa AT �ECFXD BYCm
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TRAFCM O TATWN SERVKX
CONSERVATION ENRV ®l
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TRAFFIC CONTROL DETAILS
0 1 • 2• FILENAME OOD -07 dgn
SCALE NOT TO SCALE

0
0
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0
fal
MDR 01. N.e1G k-
GMACMBOMB
aTaN.emroRaelrml' _Rr.Ly�Renw ISSUE I DATE
- NOT FOR
SAFETY COMMENTS
:D FOR REVIEW
DESCRIPTION
0
GENERAL NOTES-
1 SEE SHEETS C -07 AND U -01 FOR ALL
TOP OF WALL AND SLAB ELEVATIONS AND
TABLE OF COORDINATES
2 WALLS DESIGNED FOR A 200 PSF
VERTICAL SURCHARGE LOAD APPLIED
ADJACENT TO THE SPILLWAY STRUCTURE
3 FOR LOCATION SEE CIVIL
4 WORK POINTS AT ALL INTERIOR CORNERS
(TYP )
5 BACKFILL OF WALLS SHALL NOT
TAKE PLACE UNTIL ALL SLABS ARE
COMPLETED AND ATTAIN 28 DAY
STRENGTH BRING UP BACKFILL AT
UNIFORM RATE ON EACH SIDE OF
STRUCTURE
- WALL & FTG '� ; •1 ,0" 'A-
`1tO r CP
KEY
NOTES .
--- 20
WALL CJ2 ` `
37 +00
`�� o,
1
O
VERTICAL SLOPE TRANSITION IN
WP's ® ALL INTERIOR 36 +50 9p.
�•
SPILLWAY, SEE CIVIL DRAWINGS C -07
•O TMLPL FACE CORNERS �� C
( )
Cpi(.0 �
F��`9,y N
`
2
O
AND
RETAININGI WALL FOOTING STEP
t 5-01
G2 1111 �`` Illl WALL CJ4
� vs ^
LOCATIONS AND DROP DIMENSIONS MAY
BE MODIFIED DURING CONSTRUCTION
p6'. 36 +20
BY THE CITY'S
EJ �i
,� ,�
'
UPON APPROVAL
& FTG 1._10" ��
�2
S;
p`�
REPRESENTATIVE WALL FOOTING SHALL
N
17 CJ Il ��
REMAIN 1' -0" (MINIMUM), 4' -0"
18 2 `
TI SPILLWAY
/ ✓� //% /
111
/
ION VER ICAL STEP
S LAB ELEVATION E
SHALL NOT EXCEED 4'
Sp2 __-- ___ - -- Il / /�/
-;,�
'
DIMENSIONS -0"
' w __ --
-��
,- '
3
O
PROPOSED SHORELINE, SEE SHEET C -07
TOC FTG "� 1
/' 1 WALL CJ2 0
%�
TOC FDN HP
AND U -01
EL 254 00' \ .'
J1C
5 -02
-�
3Q B',0. --
EL 25800'
,y0
O
TRANSITION IN SPILLWAY SLAB
THICKNESS, SEE SECTIONS
TOC FTG
iMgk�
TOP OF FOUNDATION SLOPES, SEE
P 501• (OPP)
EL 25575' O
(SIM) A
O
SHEETS C -07 AND U -01
��
J 13
31•, 5 -02
Z"
O
SEE SECTION "A" AND "A" (SIM) FOR
WALL AND FOUNDATION DETAILS
- - - -
OO
FOUNDATONUDETALSI
A 53,'4
3
- -
FOR WALL AND
OSEE
RETAINING WALL SCHEDULE, RW2.
/
FOR WALL AND FOUNDATION DETAILS
O
O
SEE RETAINING WALL SCHEDULE, RW3,
s ti
FOR WALL AND FOUNDATION DETAILS
°•-�
10
SEE RETAINING WALL SCHEDULE, RW4,
FOR WALL AND FOUNDATION DETAILS
it
WEEP DRAINS IN SPILLWAY SLAB, SEE
DETAILS 8 AND 12 ON S -02 (NOT
SHOWN ON PLAN FOR CLARITY)
'
p1
SEE SECT A FOR
12
TERMINATE AS SHOWN, AT 4" BAR
REBAR DETAILS &
SPACING
MAX SPACING
13
ALL JOINTS TO RECEIVE WATERSTOP
'I" t11'LO
S E00 O�
14
CHAIN LINK FENCE, SEE SHEET D -04
1 L' ER
XN NN 01.Oy5
15
EDNG/UNRDRAJN (SEE
DE
JNOI?
FON CJ1
SECT�C,85o 012) FULL DOWNSTREAM
C9 Pt1O fit•
LENGTH OF SPILLWAY
OQ INDICATES SLAB SLOPE DIRECTION
^
16
TOP OF FILL
ASAME
(SEE SHEET C -07 AND U -01)
SLOPEUAT RATE AS
FOUNDATION
SLAB BEVEL TERMINATION EDGE AT A
PLAN - NORTHSHORE CHANNEL
LAP ONTO
BARS
SLOPE OF 1 HORIZ TO 3 PERT
"
(TMP)
17
CONSTRUCTION JOINT SIMILAR TO DETAIL
SCALE 3/32 =1' -0"
2 ON S -05
�d
18
FOUNDATION DRAIN, SEE SECTION B,
\
2
PROJECT MANAGER K TREFZGER, PE
P BLANDFORD, F
H ANTSHEL, PE
J POWERS
NUMBER 10109 13-52595-018 1
CA
,20P'ESS1p;F\�y
Q 'f t
SEAL
F 3 26320 j
:(ni lug
DETAIL FDN REINFORCING i1
NOT TO SCALE
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
MUTT MBYAl1ATNW AND OTER {VMBn FACILMES. BA%UMBO SOEWAUM AND
RN01GP It 1 ARE W BE COOMITRUCTEO ON ALL SfREEfS AS SPeCFED BY CITY
COME TESE PAOaRESIMMIM APPROVED BYTE CT'nF RAIEONANp BMALLBE
EMBOTALLEM UNLESBACMATAE gAUTOIUEDSY WRTTIEN APMDVAL PUBLIC
SAIBfARV SEWER EASEOENIS ARE TO BE RECOROEDNiORTOiBNI ACCEPTANCE
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COIASERVATWN EMMee°.ER _
TUBLIC SDP R 1FlO11 CONSFHOM M ONSI TgNA TERIAL NBONOPTEeRYa
PUBLIC SEWER FOR TO As ROJEC IR T/B8 0 TIE O T EI OTANCAC0161RUCI0N
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THE eTAlON08AND
SPEC6N'aTlpp OF TNe CTIY'B wean UTB1TES IIANMBn00
CTTYMPAIETGII
PIAUC UTILITIES DEPARTMENT PEReeT e
AURORRATONTOCONBTRUCT_
NORTHSHORE LAKE
NORTHSHORE CHANNEL
STRUCTURAL PLAN
0 i" 2" FILENAME OOS -01 dg.
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fi
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1 1/8 "0 SMOOTH BAR
DWL x 2' -0' LONG 0
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TOC FDN
TOC
EJ
PLAN SHOWN)
(NO WALL WATERSTOP, REO'D)
DETAIL ,
SCALE 1/2 " =1' -0" S -Ol
ii
■
TOC WALL EL. 267 50'
(EL 263 50' 0 'A' SIM
8708
(85012 0 SIM)
10
8708 DOWELS (85012
0 SIM) W/ STD END
HOOKS AND EMBEDMENT
APPROVED. EXCAVATED SUBGRADE,
MOISTURE CONDITIONED AND
COMPACTED AS BACKFILL (TYP), a
SEE SPEC 02200
v
88012 � y
TOC FDN
M
FTC STEP SEE PLAN
VERTICAL WALL DRAINAGE
SPECS) 1
85012 ()
LAP
85 HAIRPINS 0 12
CONT WS (SEE SPECS)
85 0 12.
(UNO)
Z-B RS TO MATCH
WITH 90•
85012 VERTS &
CIVIL SHEETS & SPECS)
END HOOK c
EA _
FACE
WALL OWLS TO FTG
STD HOOK
c o
Z
r
TOC FDN
C SIM ° w �
J
EL SEE PLAN)/
J2 r
ISSUED FOR REVIEW
85 0 12, BEND AS
DESCRIPTION
SHOWN
1010913-52595-0181
1 1/8 "0 SMOOTH BAR
DWL x 2' -0' LONG 0
1' -0" OC, PROVIDE
SLEEVE AND GREASE
ONE END, MID rHK -
TOC FDN
TOC
EJ
PLAN SHOWN)
(NO WALL WATERSTOP, REO'D)
DETAIL ,
SCALE 1/2 " =1' -0" S -Ol
ii
■
TOC WALL EL. 267 50'
(EL 263 50' 0 'A' SIM
8708
(85012 0 SIM)
10
8708 DOWELS (85012
0 SIM) W/ STD END
HOOKS AND EMBEDMENT
APPROVED. EXCAVATED SUBGRADE,
MOISTURE CONDITIONED AND
COMPACTED AS BACKFILL (TYP), a
SEE SPEC 02200
v
88012 � y
TOC FDN
SECTION D
SCALE 3/8 " =1' -0' S -01
SEE PLAN FOR CHAIN
LINK FENCE EXTENT
TOC WALL EL VARIES (SEE SHEET C -07 AND U -01)
85012 (TYP)
V2 (SEE SCH)
FTC STEP SEE PLAN
VERTICAL WALL DRAINAGE
SPECS) 1
85012 ()
LAP
CONT WS (SEE SPECS)
CONT WS (SEE SPECS)
84 OWLS 0 4' -0" GRID
(UNO)
Z-B RS TO MATCH
W /DRAINAGE GRAVEL (SEE
UNDISTURBED
CIVIL SHEETS & SPECS)
FTG
w
� a
STD HOOK
L2 (SEE SCH)
r
TOC FDN
DAM SAFETY COMMENTS
EL SEE PLAN)/
J2 r
ISSUED FOR REVIEW
DESCRIPTION
PROJECT NUMBER
1010913-52595-0181
1 ALL JOINTS TO RECEIVE WATERSTOP. O SEE GENERAL NOTE 5 ON 5 -01
urwnasuuwnaaswo ones wms cwsrtes .saws
WALL
ID
ID
90' OR 1110'
Z
V1
D2
END HOOK
o
EXIST
H7
H2
N
UNDISTURBED
2 SEE SHEET S -01 AND 5 -02 FOR 2 3/4.0 SMOOTH SST BAR DWL z 2 - -0'
O
WECW W
wearwnawaswe ro eE cacao as.0 smssn ws eaaaFeoer cnr
spa1llwlIDlDaMAC1Ma0EUw UfiY wR1TTEa wswovK eusw
swan.arse�aFw,EUV. WSEWCormmawaTO w AC vrw
RWt
SUBGRADE
85012
_MAX (Tf(1), Tf(2))
SECTION D
SCALE 3/8 " =1' -0' S -01
SEE PLAN FOR CHAIN
LINK FENCE EXTENT
TOC WALL EL VARIES (SEE SHEET C -07 AND U -01)
85012 (TYP)
V2 (SEE SCH)
ONLY, SEE PLAN
VERTICAL WALL DRAINAGE
SPECS) 1
85012 ()
BOARD (SEE
(TYP 0 RW 1 -RW4)
CONT WS (SEE SPECS)
CONT WS (SEE SPECS)
84 OWLS 0 4' -0" GRID
FDN DRAIN
84012 EA WAY (SEE DET 1, S -01)
W /DRAINAGE GRAVEL (SEE
UNDISTURBED
CIVIL SHEETS & SPECS)
3' COVER
H2 (SEE SCH)
L2 (SEE SCH)
a
TOC FDN
DAM SAFETY COMMENTS
EL SEE PLAN)/
LEAN CONC FILL
0 "A' (SIM)
ISSUED FOR REVIEW
SECTION A
SCALE 3/8 " =1' -0" 5 -01
CONT DRAINAGE BOARD PER
SPECS. INSTALL W /RIGID
BACKER TO CONC WALL —
PROVIDE 8" SO PIECE
OF DRAINAGE BOARD
MATERIAL ON BACK SIDE
0 WEEP DRAIN
LOCATION, RIGID BACKER
TOWARD WALL, SECURE
W /APPROVED ADHESIVE—"
GEOTEXTILE SIDE —
CUT RIGID BACKER 0 WEEP
DRAIN LOCATIONS. LEAVE
GEOTEXTILE INTACT
3"0 SCH 40 PVC
WEEP DRAIN
TOC SLAB
DETAIL
NOT TO SCALE -
SUBGRADE
SEE
PLAN
SEE PLAN FOR CHAIN
LINK FENCE EXTENT
Ll (SEE SCH)
V1 (SEE SCH)
D2 (SEE SCH)
D1 (SEE SCH)
3'0 PVC DRAINS
0 8' -0" OC
-CONT STRIP TYPE WS
(SEE SPECS)
85012 LOCATED IN
TOP HALF OF SLAB
SECTION
SCALE 3/8' =1' -0' 5-01
0
z
0
TOC SLAB
-WEEP DRAINS AS '
INDICATED
-SEE SECT C FOR
BEDDING /UNDERDRAIN
-85 OWLS 0 12 W /90' END
HOOKS & "FORM SAVER"
COUPLERS O
H1 (SEE SCH)
INSIDE FACE OF WALL
TYP SIZE
& SPCG
�•
DISSIPATOR
BLOCK
TYP SIZE
& SPCC 3
6
�J • `�{Qi 4 %yQl
i 9
NOTE
SEE SECTION "E" ON
SHEET S -03 FOR ADD'L
INFORMATION
DETAIL — PLAN
3/8" =1, -0" S -Ot
0 6 TEAR -WEB WS 0 5" BELOW
' -0 TOG, CENTERED ON JOINT
� 2
3" LAP D
° TYP roc SLAB
1z _ = SLOPE SLOPE EL VARIES
;m
I I �
J2 \
.I q V iV 7
85 0 12' w 190' \ \
END HOOKS, BEND EXIST UNDISTURBED
AS SHOWN SUBGRADE
85 BENT 0 12 ",
TRIM VERTICAL LEG
FOR WS
SECTION G
SCALE 3/8 " =1' -0" 5 -01
6" TEAR -WEB WS 0 5" BELOW
TOC, CENTERED ON JOINT
3 4" EJ z
SEALED H
1' -0 2
n
TOC SLAB (TMP) o
.L VARIES SLOPE i ;o
_I
co ap 3
A_ I
" I
EXIST UNDISTURBED 4" HDPE WELL
SUBGRADE SCREEN DRAIN TO
FOUNDATION DRAIN
85 BENT 0 12", TRIM
VERTICAL LEG FOR WS 1' -0" CUTOFF
SECTION E
SCALE 3/8 " =1' -0" S -Ot
■r
■C
(FOOTING
PROJECT MANAGER
ONLY, SEE PLAN
,. S•!LG!!
'�� - R�1`••:
yam,
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
1
P BLANDFORD, PE
84 OWLS 0 4' -0" GRID
APPROVED,
H ANTSHEL. PE
SPCC W /STD 90• END
UNDISTURBED
J POWERS
HOOKS, EMBED Ldh AS
SUBGRADE
MIN.
SECTION A
SCALE 3/8 " =1' -0" 5 -01
CONT DRAINAGE BOARD PER
SPECS. INSTALL W /RIGID
BACKER TO CONC WALL —
PROVIDE 8" SO PIECE
OF DRAINAGE BOARD
MATERIAL ON BACK SIDE
0 WEEP DRAIN
LOCATION, RIGID BACKER
TOWARD WALL, SECURE
W /APPROVED ADHESIVE—"
GEOTEXTILE SIDE —
CUT RIGID BACKER 0 WEEP
DRAIN LOCATIONS. LEAVE
GEOTEXTILE INTACT
3"0 SCH 40 PVC
WEEP DRAIN
TOC SLAB
DETAIL
NOT TO SCALE -
SUBGRADE
SEE
PLAN
SEE PLAN FOR CHAIN
LINK FENCE EXTENT
Ll (SEE SCH)
V1 (SEE SCH)
D2 (SEE SCH)
D1 (SEE SCH)
3'0 PVC DRAINS
0 8' -0" OC
-CONT STRIP TYPE WS
(SEE SPECS)
85012 LOCATED IN
TOP HALF OF SLAB
SECTION
SCALE 3/8' =1' -0' 5-01
0
z
0
TOC SLAB
-WEEP DRAINS AS '
INDICATED
-SEE SECT C FOR
BEDDING /UNDERDRAIN
-85 OWLS 0 12 W /90' END
HOOKS & "FORM SAVER"
COUPLERS O
H1 (SEE SCH)
INSIDE FACE OF WALL
TYP SIZE
& SPCG
�•
DISSIPATOR
BLOCK
TYP SIZE
& SPCC 3
6
�J • `�{Qi 4 %yQl
i 9
NOTE
SEE SECTION "E" ON
SHEET S -03 FOR ADD'L
INFORMATION
DETAIL — PLAN
3/8" =1, -0" S -Ot
0 6 TEAR -WEB WS 0 5" BELOW
' -0 TOG, CENTERED ON JOINT
� 2
3" LAP D
° TYP roc SLAB
1z _ = SLOPE SLOPE EL VARIES
;m
I I �
J2 \
.I q V iV 7
85 0 12' w 190' \ \
END HOOKS, BEND EXIST UNDISTURBED
AS SHOWN SUBGRADE
85 BENT 0 12 ",
TRIM VERTICAL LEG
FOR WS
SECTION G
SCALE 3/8 " =1' -0" 5 -01
6" TEAR -WEB WS 0 5" BELOW
TOC, CENTERED ON JOINT
3 4" EJ z
SEALED H
1' -0 2
n
TOC SLAB (TMP) o
.L VARIES SLOPE i ;o
_I
co ap 3
A_ I
" I
EXIST UNDISTURBED 4" HDPE WELL
SUBGRADE SCREEN DRAIN TO
FOUNDATION DRAIN
85 BENT 0 12", TRIM
VERTICAL LEG FOR WS 1' -0" CUTOFF
SECTION E
SCALE 3/8 " =1' -0" S -Ot
■r
■C
(FOOTING
Im.
MW E .0— ft%sm.
QMACRm
06/2012
a ma�me...sr.mrIA - aesm: ISSUE I DATE
nr. • • • urwerrer� smu
PRELIMINARY - NOT FOR CONSTRUCTION
PROJECT MANAGER
K TREFZGER, PE
,. S•!LG!!
'�� - R�1`••:
yam,
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
1
P BLANDFORD, PE
H ANTSHEL. PE
GENERAL NOTES KEY NOTES.
J POWERS
RETAINING WALL SCHEDULE
DAM SAFETY COMMENTS
ISSUED FOR REVIEW
DESCRIPTION
PROJECT NUMBER
1010913-52595-0181
1 ALL JOINTS TO RECEIVE WATERSTOP. O SEE GENERAL NOTE 5 ON 5 -01
urwnasuuwnaaswo ones wms cwsrtes .saws
WALL
ID
ID
Tf
01
V1
D2
V2
Ll
L2
H7
H2
NOTES
2 SEE SHEET S -01 AND 5 -02 FOR 2 3/4.0 SMOOTH SST BAR DWL z 2 - -0'
O
WECW W
wearwnawaswe ro eE cacao as.0 smssn ws eaaaFeoer cnr
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15"
85012
85012
8708
8708
85012
85012
86012
8608
STRUCTURAL NOTES AND DETAILS LONG 0 1' -0' OC, LOCATE MID
mwMFoar.rwn 8BWCE
THICKNESS OF SLAB 12" THICKENED
Haut urnmes
RW2
18"
87012
87012
8708
8708
8508
85012
86012
8708
EDGE AND CONTINUE INTO WALL FIGS
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RW3
24•
87012
87012
8708
8708
8508
85012
86012
8708
PROVIDE SLEEVE AND GREASE ONE END
RW4
24'
87012
87012
8808
8808
8508
85012
8608
8808
O PROVIDE SINGLE LAYER 85 DOWELS 0
tee uevoc awseon caa�ns ro ras careecnaa wo F><rvuroa av rte titre
wauc sEreasrsrew ns ®aa+m an resacux ne wtsww wm cwsrawreaa
72" W /90' END HOOK & "FORM SAVER"
spr�� wa>�scnr Urenes arwowms wo
COUPLER 0 SLAB MID THICK 0 8 "SIM"
ary Op w
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Im.
MW E .0— ft%sm.
QMACRm
06/2012
a ma�me...sr.mrIA - aesm: ISSUE I DATE
nr. • • • urwerrer� smu
PRELIMINARY - NOT FOR CONSTRUCTION
PROJECT MANAGER
K TREFZGER, PE
,. S•!LG!!
'�� - R�1`••:
yam,
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
1
P BLANDFORD, PE
H ANTSHEL. PE
J POWERS
ISSUED FOR REVIEW
DAM SAFETY COMMENTS
ISSUED FOR REVIEW
DESCRIPTION
PROJECT NUMBER
1010913-52595-0181
NORTHSHORE LAKE
STRUCTURAL SECTIONS
0 1 . 2' 17FILEENAMEOOS -02dgn
SCALE AS NOTED

c
n
0
1
0
h
MDR En0- 0%Nia.
dDeCWW-
SECTION
3/4• =1' -0• S -Ol
MANAGER K TREFZGER, PE
P BLANDFORD, PE
H ANTSHEL. PE
J POWERS
NUMBER 010913 -52595 -018
O 12 (TYP)-
1 • -0•
S�1C�!iir
177 ?9
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
OCONCRETE ENERGY DISSIPATORS
TO BE 1' -0• WIDE
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NORTHSHORE LAKE
STRUCTURAL SECTIONS
0 1 • 2• FILENAME OOS -03 dgn
SCALE 3/4• = 1' -0•
ID
IC
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IA
PREUMINARY — NOT FOR CONSTRUCTION
11/2012
ISSUED FOR REVIEW
06/2012
DAM SAFETY COMMENTS
06/2012
ISSUED FOR REVIEW
ISSUE
I DATE
DESCRIPTION
SECTION
3/4• =1' -0• S -Ol
MANAGER K TREFZGER, PE
P BLANDFORD, PE
H ANTSHEL. PE
J POWERS
NUMBER 010913 -52595 -018
O 12 (TYP)-
1 • -0•
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177 ?9
City of Raleigh
Northshore
Lake and Dam
Rehabilitation
OCONCRETE ENERGY DISSIPATORS
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NORTHSHORE LAKE
STRUCTURAL SECTIONS
0 1 • 2• FILENAME OOS -03 dgn
SCALE 3/4• = 1' -0•
ID
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STRUCTURAL GENERAL NOTES
G1 SCOPE
THE NOTES ON THIS SHEET AND ALL THE STANDARD STRUCTURAL DETAILS ARE GENERAL
AND APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, UNLESS
OTHERWISE SPECIFIED
G2 APPLICABLE SPECIFICATIONS AND CODES
1 NORTH CAROLINA BUILDING CODE, 2006 EDITION (INTERNATIONAL BUILDING CODE 2003)
2 ACI 318 -02
3 ACI 350 -01
4 AISC ASO MANUAL, NINTH EDITION (1989)
5 AWS D1 1 -00, STRUCTURAL WELDING CODE - STEEL
6 AWS Di 3 -98 STRUCTURAL WELDING CODE - SHEET METAL
G3 DESIGN CRITERIA
1 MINIMUM VERTICAL LIVE LOADS SEE INDIVIDUAL PLANS
2 WIND LOADS
A BASIC WIND SPEED 95 MPH
B WIND EXPOSURE C
C WIND IMPORTANCE FACTOR (IW) 1 15
3 SEISMIC
A SEISMIC USE GROUP III
B SEISMIC IMPORTANCE FACTOR (IE) 1 25
C SPECTRAL RESPONSE ACCELERATIONS SS =O 208, S1 =0 081
D ASSUMED SITE CLASS D
E SPECTRAL RESPONSE COEFF SOS =O 222. SDI =O 130
F SEISMIC DESIGN CATEGORY B
G BASIC SEISMIC FORCE RESISTING SYSTEM
CONCRETE BEARING WALLS
H ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
6 FUTURE LOADS
UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR FUTURE FLOOR.
ROOF, OR OTHER LOADS
G4 GE07ECHNICAL ENGINEERING REPORT
1 THE FOLLOWING GEOTECHNICAL ENGINEERING REPORT WAS DEVELOPED FOR
THIS PROJECT
'PROPOSED IMPROVEMENTS TO THE NORTHSHORE LAKE DAM AND
BRENTWOOD TODAY LAKE IN RALEIGH, NORTH CAROLINA" DEVELOPED BY
TITAN ATLANTIC GROUP (TERRACON) REPORT No 70045018. DATED JULY 20, 2004
2 DESIGN SOIL BEARING CAPACITY
A ALL STRUCTURES 3,000 PSF
5
ALTERNATE
DIRECTION
OF HOOKS
HOOK
OPTIONAL 4 -0"
LAP
SEE
NOTE 3
SEE DRAWINGS
FOR REINF SIZE
AND LOCATION,
TYP
G5 SITEWORK /EXCAVATION
1 IF OPEN CUT EXCAVATIONS ARE PERFORMED, THEY SHALL BE SLOPED NO STEEPER
THAN 1V 2H IF DOING THIS BRINGS THE TOP OF THE EXCAVATION SLOPE WITHIN
5 -FEET OF AN ADJACENT STRUCTURE OR UTILITY SUPPORTED ON SHALLOW
FOUNDATIONS, THEN AN EXCAVATION SUPPORT SYSTEM WILL BE REQUIRED TO
SAFEGUARD THE ADJACENT STRUCTURE
2 EXCAVATION SUPPORT SYSTEMS SHALL BE DESIGNED AND INSTALLED BY THE
CONTRACTOR
3 FOR EXCAVATION REQUIREMENTS SEE SPECIFICATION 02200
4 ALL STRUCTURAL WALLS SHALL BE BACKFILLED WITH MATERIAL AND PLACED IN
CONTROLLED AND ADEQUATELY COMPACTED LIFTS PER SPECIFICATION 02200
G6 SAFETY
SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR STRUCTURES HAVE BEEN DESIGNED TO RESIST
THE DESIGN LIVE LOADS ONLY AS A COMPLETED STRUCTURE
G7 OPENINGS
OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC ARE NOT ALL SHOWN ON THE
STRUCTURAL DRAWINGS PROVIDE THESE OPENINGS IN ACCORDANCE WITH THE OTHER
CONTRACT DRAWINGS REINFORCEMENT AROUND OPENINGS PER STANDARD STRUCTURAL
DETAILS UNLESS OTHERWISE SHOWN
G8 SPECIAL INSPECTIONS
SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH BUILDING CODE SECTION
108 AND CHAPTER 17 SEE THE "STATEMENT OF SPECIAL INSPECTIONS" FOR
REQUIREMENTS
G9 STANDARD DETAILS
THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT IF
CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE
SIMILAR TO THE STANDARD DETAILS OBTAIN ENGINEER APPROVAL IN WRITING FOR
SIMILAR CONDITIONS PRIOR TO CONSTRUCTION
G10 CONFLICTS
IF THERE ARE CONFLICTS BETWEEN CONTRACT DRAWINGS AND SPECIFICATIONS, THE
MORE STRINGENT INTERPRETATION SHALL CONTROL
NOTE"
t ALL HOOKS SHALL BE STD 90 DEGREE HOOKS 3 OPTIONA LAP LOCATION APPLIES TO BOTH
DOUBLE AND SINGLE LAYER CONDITIONS TYP
2 SEE DRAWINGS FOR ADDITIONAL HORIZONTAL BARS
STAGGER BETWEEN TYPICAL REINF SPACING, EXTEND TO
1/5 OF DISTANCE TO NEAREST ADJACENT WALL IN EACH
DIRECTION. LINO
TYPICAL WALL REINFORCEMENT AT
CORNERS & INTERSECTIONS i1
NTS -
FaR
POR1'AIEh_d. ,laC
A ThOnNI?An 1V RdRdAn RC rM2
CONCRETE
C1 DESIGN PROPERTIES
fc' = 2500 PSI LEAN CONCRETE)
fc' = 4500 PSI ALL OTHER REINFORCED CAST -IN -PLACE CONCRETE)
Fy = 60,000 PSI
C2 CONCRETE COVER,
UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS
CONCRETE DEPOSITED AGAINST EARTH 3"
UNDER WATERSTOPS (WALL TO SLAB) 3"
ALL OTHER 2'
SEE DRAWINGS FOR EXCEPTIONS
C3 SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS
C4 REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED
ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS
C5 PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES AND 1/2" CHAMFERS AT JOINTS AS
SHOWN NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS
C6 FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS SPECIFIED OR AS
REQUIRED
C7 ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED BY CONTRACTOR IN
ACCORDANCE WITH APPLICABLE PROJECT CODE REQUIREMENTS COORDINATE LOCATION,
SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE
C8 CONTINUOUS WATERSTOP SHALL BE INSTALLED IN ALL JOINTS SUBJECT TO STATIC
WATER PRESSURE
C9 ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING
BARS SHALL BE ALLOWED WITHOUT WRITTEN SPECIFIC APPROVAL FROM THE
STRUCTURAL ENGINEER
CIO FOR ADDITIONAL CONCRETE NOT SHOWN ON STRUCTURAL DRAWINGS SEE CIVIL
DRAWINGS
STEEL
S1 STRUCTURAL STEEL DESIGN PROPERTIES
WIDE FLANGE AND TEES Fy =50 KSI
PIPES Fy =35 KSI
STAINLESS STEEL Fy =33 KSI
HSS SECTIONS Fy =42 KSI
ALL OTHER PLATES AND SHAPES Fy =36 KSI
S2 DIMENSIONS
TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES
AND BACKS OF CHANNELS AND ANGLES UNLESS NOTED OTHERWISE
S3 ELEVATIONS
REFER TO TOP SURFACE OF MEMBER OR FLANGE UNLESS NOTED OTHERWISE
S4 UNLESS OTHERWISE NOTED, BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED
SHEAR CONNECTIONS BOLTED STEEL CONNECTIONS SHALL BE IN ACCORDANCE WITH
THE AISC MANUAL OF STEEL CONSTRUCTION LATEST EDITION USING ASTM A325
GALVANIZED BOLTS USE ASTM A593 FOR STAINLESS STEEL CONNECTIONS WHERE
REQUIRED ALL BOLTED STRUCTURAL CONNECTIONS SHALL BE BEARING TYPE
CONNECTIONS UNLESS OTHERWISE INDICATED TO BE SLIP - CRITICAL
S5 UNLESS OTHERWISE SHOWN ON THE DRAWINGS, CONNECTIONS SHALL BE DESIGNED
FOR THE REACTIONS, AXIAL LOADS, AND MOMENTS AS PER THE FOLLOWING CRITERIA
1 WHERE BEAM REACTIONS ARE NOT SHOWN, BEAM CONNECTIONS SHALL BE DESIGNED
TO 50 PERCENT OF THE TOTAL UNIFORM LOAD CAPACITY OF THE LATERALLY- BRACED
BEAM
2 CONNECTIONS SHALL BE DESIGNED FOR AXIAL LOADS WHERE INDICATED THUS ( +-
60) AS KIPS, ( +) INDICATES TENSION IN MEMBER AND ( -) INDICATES COMPRESSION
3 MOMENT CONNECTIONS (MC) SHALL BE DESIGNED FOR THE MOMENT INDICATED ON
THE DRAWINGS IN FOOT -KIPS WHERE MOMENTS ARE NOT SHOWN, CONNECTIONS
SHALL BE DESIGNED TO DEVELOP THE ALLOWABLE FLEXURAL STRENGTH OF THE
SMALLER MEMBER
4 UNLESS OTHERWISE NOTED, BRACING MEMBER CONNECTIONS SHALL BE DESIGNED
FOR THE MAXIMUM ALLOWABLE CAPACITY OF THE MEMBER
S6 WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE IN
ACCORDANCE WITH AISC SPECIFICATIONS
S7 GROUT UNDER COLUMN /POST BASE SHALL NOT EXTEND ABOVE BOTTOM OF BASE
PLATE CHAMFER GROUT AT 45 DEGREES
NOTES.
1 PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING
QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE
NUMBER OF DISCONTINUOUS BARS PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF
OPENING PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS
OF REINFORCEMENT) START FIRST BAR 2" CLEAR TO OPENING
2 EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE ADDITIONAL
BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF
THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE
3 TYPICAL WALL OR SLAB REINFORCING NOT COMPLETELY SHOWN FOR CLARITY TERMINATE TYPICAL
REINFORCING 2" CLEAR TO OPENING WITH STANDARD 90- HOOKS
4 OPENINGS 12" OR LESS IN SLABS AND OPENINGS 18" OR LESS IN WALLS, NO EXTRA REBARS ARE
REQUIRED UNLESS SHOWN OTHERWISE TYPICAL REINFORCING SHALL BE RESPACED (NOT CUT) TO
ALLOW FOR OPENINGS TO BE MADE
5 UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN
AND INDICATED ABOVE
6 PROVIDE ADDITIONAL DOWELS PER NOTE t ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE
SLAB, OR CORNERS
FOR CONSTRUCTION
12 DAM SAFETY COMMENTS
12 ISSUED FOR REVIEW
DATE
REINFORCING
AROUND OPENINGS i21
NOT TO SCALE —
MANAGER
SYMM ABOUT
2 - #5 X 4' -0" EACH
SYMM ABOUT
D CROWELL, PE
P BLANDFORD, PE
OPENING
FACE (TYP 4 LOCATIONS)
rt OPENING
SEE NOTE 3
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SEAL PERIMETER
PVC WATERSTOP
LAP LENGTH
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ADDITIONAL REINF
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W /WATER - SWELLING
® WALL JOINT
Typ
SEE NOTE t
TYP
SEALANT —�
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LAP 6' MIN
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SEE NOTE 3
PVC /METAL WATERSTOP
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OPENING DEFAIL CIRCULAR OPENING DETAIL
NOTES.
1 PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS REINFORCEMENT AT OPENING
QUANTITY OF REINFORCING IN EACH DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE
NUMBER OF DISCONTINUOUS BARS PLACE 1/2 OF ADDITIONAL REINFORCING BARS EACH SIDE OF
OPENING PLACE ADDITIONAL REINFORCEMENT AT 3" OC (TYPICAL BOTH DIRECTIONS AND ALL LAYERS
OF REINFORCEMENT) START FIRST BAR 2" CLEAR TO OPENING
2 EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN ABOVE ADDITIONAL
BARS MAY TERMINATE AT THE END OF THE WALL WITH A STANDARD HOOK WHERE THE LENGTH OF
THE WALL WILL NOT PERMIT BARS TO EXTEND AS SHOWN ABOVE
3 TYPICAL WALL OR SLAB REINFORCING NOT COMPLETELY SHOWN FOR CLARITY TERMINATE TYPICAL
REINFORCING 2" CLEAR TO OPENING WITH STANDARD 90- HOOKS
4 OPENINGS 12" OR LESS IN SLABS AND OPENINGS 18" OR LESS IN WALLS, NO EXTRA REBARS ARE
REQUIRED UNLESS SHOWN OTHERWISE TYPICAL REINFORCING SHALL BE RESPACED (NOT CUT) TO
ALLOW FOR OPENINGS TO BE MADE
5 UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING AROUND OPENINGS AS SHOWN
AND INDICATED ABOVE
6 PROVIDE ADDITIONAL DOWELS PER NOTE t ABOVE FOR ALL OPENINGS NEAR THE FLOOR SLAB, BASE
SLAB, OR CORNERS
FOR CONSTRUCTION
12 DAM SAFETY COMMENTS
12 ISSUED FOR REVIEW
DATE
REINFORCING
AROUND OPENINGS i21
NOT TO SCALE —
MANAGER
K TREFZGER, PE
, •" ""
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STRUCTURAL DETAILS
D CROWELL, PE
P BLANDFORD, PE
H ANSHEL, PE
J POWERS
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t
Lake and Dam
PROJECT NUMBER 1010913 -52595 -018
HOOK ORIENTATION
AS SPECIFIED ON
STRUCT SECTIONS -
(TYP)
SLAB BOTT
MAT REINF
POSITION HOOKS AT
SAME ELEV AS LOWEST
BAR OF BOTT MAT
WALL DOWEL HOOK LOCATION
NTS —
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HANORM RAA89 ARE TG BE CONSTR11CTIMON ALL �AS 8PEaiVID BY OW
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STRUCTURAL DETAILS
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Rehabilitation
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FILENAMC
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SCALE
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REINFORCING SPACING
CALLED OUT ON DRAWINGS
ALTERNATE
REBAR
PROJECTION
AS SHOWN,
SPLICE LAP
LENGTH
� CONSTRUCTION JOINT
STAGGERED REINFORCING (HORIZONTAL AND VERTICAL)
AT CONSTRUCTION JOINT
NTS
T
T/2
INTENTIONALLY ROUGHENED
(Y4" AMPITUDE) HORIZ
JOINT
T /FOOTING •<
OR SLAB
• . e ; w
' • • Q O
WATERSTOP PER SPECS u
(WHERE INDICATED) TOP MAT h iv
REBAR
WALL SLAB
CONSTRUCTION JOINT (CJ)
NOT TO SCALE
CONCRETE JOINT
z H
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ca0 u j
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COVER*. HOOK LENGTH HOOK WI
90' STD HOOK 180' STD HOOK
BAR SIZE
GRADE 60
HL
I HW
TL
D
"c =4000 psi
OR GREATER
Ldh
#3
6"
3"
3"
2 1/4"
6"
#4
8"
4"
4 1/2"
3"
7"
#5
10"
5"
5"
3 3/4"
9"
Q6
1'-0"
6"
6"
4 1/2"
10"
#7
1' -2"
7"
7"
5 1/4"
12"
a8
1' -4"
8"
MOUNTING TO CONCRETE
6
14"
b9
1' -7"
11 3/4"
1/2"
15"
#10
1' -10"
1' -1 1 /4"
q/2
3/4"
17"
#11
2-0
1-2 3/412'
19"
* COMPLYING WITH MINIMUM COVER REQUIREMENTS OF
ACI 318. 12 5 3 OTHERWISE Ldh MUST BE RE- CALCULATED
REINFORCING HOOK
SCHEDULE n
NTS
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ON Ensk -d g,k-
am. C-0—
I.SuW oMAI bMiR n.NCI
0
1
WATERSTOP LOCATED
WET SIDE OF KEYWAY
(CJ1 ONLY)-----\
KEYWAY CTD ON JOINT (SEE
SPECS FOR KEY DIMENSIONS)
CONSTRUCTION JOINT CJ1 & CJ2�
NOT TO SCALE I -
NOTE REBARS ALTERNATE AS SHOWN
1 APPLIES TO SLABS AND WALLS (BOTH HORIZONTAL AND VERTICAL)
REINFORCING SPLICE
WHEN NOT AT CJ
NOT TO SCALE -
LAP SPLICE pp AND EMDEDMENT LENGTHS
I'c =4 5 ksi ty - 60 ks,
BAR
BARS SPACED
GREATER THAN
4"
BARS SPACED
LESS THAN
OR EQUAL TO
4"
#3
14"
14"
#4
19"
19"
#5
24"
30"
#6
29"
43"
N7
46"
74"
#8
60"
96"
#9
76"
122"
#10
97"
155"
#11
120"
191"
NOTES
i PROVIDE MINIMUM LAP SPLICE LENGTHS AND
EMBEDMENTS PER TABLE UNLESS NOTED OTHERWISE
EMBEDMENT LENGTH EQUALS THE LAP SPLICE LENGTH UNLESS
OTHERWISE NOTED
2 BAR SPACING AT LAP SPLICE IS THE MINIMUM CLEAR
DISTANCE BETWEEN LAPPED BARS PLUS ONE BAR DIAMETER
3 ALL SPLICES TO BE CONTACT SPLICES AND WIRED
TOGETHER UNLESS OTHERWISE APPROVED BY ENGINEER
REINFORCING LAP AND
EMBEDMENT SCHEDULE ,D
NTS -
PRELIMINARY - NOT FOR CONSTRUCTION PRI OJECT
06/2072 DAM SAFETY COMMENTS
06/2012 JISSUED FOR REVIEW
ISSUE I DATE I DESCRIPTION
MANAGER K TREFZGER, PE
D CROWELL. PE
P BLANDFORD, PE
H ANSHEL, PE
J POWERS
PROJECT NUMBER 010913 -52595 -018
pa HAIRPENS 0 12 0
REQUIRE
KEYWAY,
CONSTRUCTION JOINT CJ3
NOT TO SCALE -
(3/16 "x1" DEEP) SAWED
OR FORMED CONTROL JOINT,
FILL WITH SEALANT
WATERSTOP CENTERED +WIRED
rAT JOINT (WHERE INDICATED)
INTERRUPT 2/3 OF --
REINFORCING PASSING
THRU JOINT, ALL MATS
I ONLY WATER BEARING SLABS OR WALLS REQUIRE
WATERSTOP, SEE SECTIONS
2 JOINT MAY BE FORMED WITH 1/2" CHAMFER STRIPS
BACK -TO -BACK AT WALLS, CONTRACTOR'S OPTION
CONTROL JOINT (CLJ) �
NTS I -
ILK W ur
NSTRUCTION JOINT
D KEYWAY
CONSTRUCTION JOINT CJ4r4--�
NOT TO SCALE I -
WATER FLOW 3" 0 PVC PIPE WEEP DRAINS.
DIRECTION C5 EXTEND 2" MIN INTO DRAINAGE
o STONE
n 1/4" x 1/4" SST SCREENING,
SECURE W /SST BAND CLAMP
30' 1
45'
SEE SECT C ON
S-02 FOR
BEDDING /UNDERDRAIN
EXST SUBGRAOE OR
COMPACTED FILL
TYPICAL SLAB WEEPDRAIN i1
NTS
VERTICAL POST
OR LADDER RAIL
I
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� I
I i 8" LONG
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I SOLID ROD
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(TIGHT FIT)
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u i
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CONCREOF TE
i
PIPE TO
t t /a" TYPICAL
P I PLATE
p I
0
o BASE PLATE
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T I
w ROD TO
PLATE
HOLE FOR
TYPICAL VERTICAL POST
FASTENERS
BASE PLATE FOR
MOUNTING TO CONCRETE
ALUMINUM
VERTICAL POST BASE
,2
NTS
gRp
City of Raleigh
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ururr P4TALLATIdl4ANOOTNER POSl1C PAQ11@S. PNSOOWO AND
llANOxaP RAws ARE To eE CO1aTRIA:IED GN ALL STREETS AB SPECF ®er ary
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STANDARD STRUCTURAL DETAIL
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SCALE NOT TO SCALE
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