19990328 Ver 1_Complete File_20021217

" . State of North Carolina
Department of Environment and Natural Resources S.
Division of `.'titer Quality
Variance Request Form
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of' Riparian Areas Rule (15A NCAC.0233)
NOTE. This form maybe photocopied for use as an original.
Part 1: General Information
1. Applicant's name (the corporation, individual, etc. who owns the project):
Nelson Law
2. Print Owner/Signing Official (person legally responsible for the facility and its compliance)
Name: Nelson Law
Title:
~C_ =-S eet address: 2080 Pine Cone Lane
State, Zip: Atlanta, GA 30319
4v? lephone: 7( 70 ) 493-4995
a x: 770 493-4799
Gp
i' 1•• roject Name (Subdivision, facility, or establishment name - consistent with project name on
?y lans, specifications, letters, operation and maintenance agreements, etc.):
Willow Place Townhomes
Location of Facility
?"?-- Street address:
City, State, Zip:
County:
Latitude/longitude:
1207 Willow Street
Raleigh NC
Wa P
5. Directions to facility from nearest major intersection (Also attach a map):
Approximately 1/10th of a mile East of the intersection of Brookside
Street and Edmund Street in Raleigh N
6. Contact person who can answer questions about the facility:
Name: John C. Cooke
Telephone: [phone]
Fax: [phone]
Email: [e-mail]
7. Requested Environmental Management Commission Hearing Date: May, 1999 meeting date
Version 1: September 1998
Part 2: Demonstration of Need for a Variance
NOTE The variance provision of the Neuse Riparian Area Rule allows the Environmental Management j
II Commission to grant a variance to an affected party when the following conditions apply on a given project
(a) practical difficulties or hardships would result from strict application of the rule: i
(b) such difficulties or hardships result from conditios which are peculiar to the property involved, and ;
(c) the general purpose and intent of the Rule would be preserved, water quality would be protected and i
i substantial justice would be done if the variance were granted.
This part of the application is to explain how the project meets criteria (a) and (b).
1. Attach a detailed description (2-3 pages) explaining the following:
• The practical difficulties or hardships that would result from strict application of the Rule.
• How these difficulties or hardships result from conditions that are unique to the property
involved.
• Why reconfiguring and/or reducing the built-upon area to preserve a greater portion of the
riparian area is not feasible on this project. If economic hardship is the major
consideration, then include a specific explanation of the economic hardship and the
proportion of the hardship to the entire value of the project.
See Exhibit 1
Part 3: Water Quality Protection
NOTE: This part of the application is to explain how the project meets criterion (c): the general purpose and
intent of the Rule would be preserved, water quality would be protected and substantial justice would be done if
the variance were granted.
1. Briefly summarize how water quality will be protected on this project. Also attach a detailed
narrative (1-2 pages) describing the nonstructural and structural measures that will be used
for protecting water quality and reducing nitrogen inputs to surface water.
See Exhibit 1
2. What is the total project area in acres? 2.88 acres
3. Which of the following permits/approvals will be required for this project?
CAMA Major
X Sediment/Erosion Control
x 401 Certification/404 Permit
Variance Request Form, page 2
Version 1: September 1998
Part 3: Water Quality Protection, continued
4.
Project Information rai asr 1 Drainage Basin 2
Receiving stream name Unnamed Tributary to emetary Branch
Receiving stream class' C NSW C NSW
Drainage basin area (total) 20.4
Existing impervious area (total) 3.3
Proposed impervious area (total) ----
Impervious area (on-site) 0%
Impervious area (total")
Impervious area' Drainage basin 1 Drainage basin 2
On-site buildings .29 Acres N/A
On-site streets .11 Acres NIA
On-site parking .59 Acres N/A
On-site sidewalks .05 Acres N/A
Other on-site --- -- -
Total on site
T. 1.04 Acres
Off-site 2.88 Acres
Total. 3.92 Acrep
The internet site tortnis inrormaron is nrrpvmzo.err.??a?r.?l?.uyoulu?.cv.ra?ra.??•.....
2 Total means on-site plus off-site area that drains through the project.
Impervious area is defined as the built-upon area including, but not limited to, buildings, parking areas,
sidewalks, gravel areas, etc.
5. How was the off-site impervious area listed above derived?
GIS Data for Wake County
Complete the following information for each drainage basin. If there are more than two
drainage basins in the project, attach an additional sheet with the information for each basin
provided in the same format as below.
Wet Detention Dry,Detention Pond (See
Exhibit 3)
6. What will be the annual nitrogen load contributed by this site after development in pounds per
acre per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)?
Attach a detailed plan for all proposed structural stormwater BMPs.
LVU
Drainage ln: Jee 6X
Size of 111U1LS Lti 211111 IM
Post-development
BMP nitrogen
Final nitrogen
Final nitrogen
basin drainage nitrogen loading rate removal loading rate loading from
basin without BMPs` efficiencl (Ibs/ac/yr) drainage basin
(ac) (lbs/aclyr) (%) (Ibs)/ e. a_ r

1 3.9 5.5 31% '1_8 1 6-7
2 20.4 3.7 ?
3
4
5
tals 30.2
' Attach calculations and reverences.
S Attach calculations and references.
Variance Request Form. page 3
Version 1: September 1998
Part 3: Water Quality Protection, continued
7. The applicable supplemental form(s) listed below must be attached for each BMP specified:
Form SWU-102 Wet Detention Basin Supplement See Exhibit 2C
Form SWU-103 Infiltration Basin Supplement N/A
Form SWU-105 Curb Outlet System Supplement N/A
Form SWU-106 Off-Site System Supplement N/A
Form SWU-107 Underground Infiltration Trench Supplement N/A
Form SWU-109 Innovative BMPs Supplement See" Exhibit 3C
Part 4: Submittal Checklist
A complete appplication submittal consists of the.following components. Incomplete submittals
will be returned to the applicant The complete variance request submittal must be received 90
days prior to the EMC meeting at which you wish the request to be heard. Initial below to
indicate that the necessary information has been provided.
Applicant's Item
Initials -
• Original and two copies of the Variance Request Form and the attachments
listed below.
• A vicinity map of the project (see Part 1, Item 5) --
• Narrative demonstration of the need for a variance (see Part 2)
• A detailed narrative description of stormwater treatment/management (see Part
3, Item .t)
• Calculations supporting nitrogen loading estimates (see Part 3, Item 6)
• Calculations and references supporting nitrogen removal from proposed BMPs
(see Part 3, Item 6)
• Location and details for all proposed structural stormwater BMPs (see Part 3,
Item 6)
• Three copies of the applicable Supplement Form(s) for each BMP and/or
narrative for each innovative BMP (see Part 3, Item 7)
See Exhibit 4 . Three copies of plans and specifications, including:
0 Development/Project name
0 Engineer and firth
0 Legend and north an-dw
0 Scale (1" = 100' or 1" = 50' is preferred)
0 Revision number & date
0 Mean high water line (if applicable)
0 Dimensioned property/project boundary
0 Location map with named streets or NC State Road numbers
0 Original contours, proposed contours, spot elevations, finished floor
elevations
0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
0 Footprint of any proposed buildings or other structures
0 Wetlands delineated, or a note on plans that none exist
0 Existing drainage (including off_ site), drainage easements, pipe sizes, runoff
calculations
0 Drainage basins delineated
0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries
0 Location of forest vegetation along the streams, ponds, lakes, rivers and
estuaries
Variance Request Form. page 4
Version 1: September 1998
.Part 5: peed Restrictions
. %
ey yourz"tum in Part 7 of this application, you rectify that so structural Axmveteir beat
manayerrwnt practim required by this variance $Wi ba tocuted In worded slamw Ater
easements. that 1lte easerner ti will run with the land, that the-e asement l camnot be changed or
deleted w(dwUt concurrence from the State, and that the easements wltl be recorded prior to the
Sala of any lot.
Pert 0: Agent Authorization
if you wish to deslgmate submtttaal authority to another Individual or tfrm so that they may provide
lrtfomtetion on. your behalf, please comptste this section:
John Cooke
Destdnsbedagent (uWMdualorffrm): Womble Carlyle Sandridge & Rice
Mailing Sddrass: Post Office Box 8„ j
taty.Statl,zip: Raleigh NC 2760
7elepharte: ----f-919) 755-?192
Fax [phone]
Emalt: [e-mail]
Part 7: Applicant's CaMlication
If 2 1500 L0i G, f (print or Mn pname of pamon
listed In Part (, item 2), certify that the Information Included an this puma ap0cetion form Is
coerce; that tt+a projeciwfll be constructed In conformance with the approved plans and that the
dead ra Mcdons in accordance with Psrt 5 of this farm will be recorded with all required penult
condldam
Sianawra:
Data:
11de:
Variance Request Fort". page S
VarsW 1: September IM
Willow Place Townhomes
Variance Request Application Narrative
March 31, 1999
1) Demonstration of Need for a Variance
NOTE: This portion of the variance request narrative addresses Part 2, which describes
the basis for the variance request.
The Willow Place Townhomes project is a proposed infill urban development near
downtown Raleigh, North on approximately 2.88 acres of property ("Willow Place
Property" or "Property"). The Willow Place Property is an irregular triangular shaped
tract and is bounded by existing residential uses and the Emma Conn Elementary School.
The Property has been zoned for multifamily development (R-10) since before 1950. An
unnamed tributary of the Cemetery Branch creek bisects the Property. Cemetery Branch
runs into Pigeon House Creek, which runs into Crabtree Creek, which eventually runs
into the Neuse River.
In early July of 1997, Mr. Law submitted an application for site plan approval to the City
of Raleigh for the construction of approximately 24 townhomes. The City of Raleigh
approved his development plan in October of 1997. In short, on the date the Neuse River
Buffer Rule ("Buffer Rule") was adopted, Mr. Law had a pending application for site
plan approval, which is a site specific development plan for the property, and which was
ultimately approved in October of 1997.1
a) Practical Difficulties and Hardships Would Result from Strict Application of
the Buffer Rule.
As demonstrated by the color drawing of the Willow Place Property, the stream
subject to the Buffer Rule bisects the Property. See Exhibit I-A. Once the zones
of development permissible under the Buffer Rule are overlaid on the Property, it
is clear that the Buffer Rule has a profoundly detrimental effect on the Property
(portion subject to the Buffer Rule highlighted in green). As noted in the narrow
and partially land-locked portions of remaining developable land (permissible
building areas highlighted in blue), the application of the Buffer Rule would
render the Property virtually undevelopeable for any use and would prohibit the
townhouse development proposed by the applicant and approved by the City of
Raleigh in October of 1997.
Granting the requested variance is essential to providing for a manner in which
the Property may be practically used at all. In contrast to merely losing a few
' In January of 1999, the applicant met with the staff of the Division of Water Quality, and was advised to consult
with the North Carolina Attorney General's Office to address the issue of whether the Project qualified for a vested
right. The applicant contacted the Attorney General's Office, and was advised that the Project was not eligible for a
vested right because it had not received site specific development approval prior to July 22, 1997. See letter to Ms.
Jill Hickey, dated February 5, 1999, Exhibit 1-13. Accordingly, the applicant is pursuing a variance at this time.
Willow Place Townhomes - Variance Request Application
March 31, 1999
Page 2
development lots or units, the application of the Buffer Rule would effectively
render the entire tract valueless and deprive the owner of all reasonable use of the
Property.
b) These Difficulties and Hardships Result from Conditions Peculiar to the
Willow Place Property.
The environmental and topographic conditions present on the Willow Place
Property are uniquely challenging and cause difficulty and hardship with trying to
satisfy the terms of the Buffer Rule. First, the Property is an infill urban
subdivision bounded by existing development on all sides, which prevents any
simple adjustment of building locations outside of the Buffer Zones. Second, the
tributary bisects the Property so that access to a portion of the property would
only be available by crossing the stream. Third, the topography of the site
demonstrates a steep elevation change of approximately 30 feet running east and
west across the Property. Finally, properties downstream from the Willow Place
Property have experienced flooding, and accordingly, the City of Raleigh required
a water detention pond on the eastern portion of the Property as part of the site
specific development approval process in October of 1997. This pond is intended
to address water quantity issues on downstream properties and further limits the
permissible building envelope on the Property.
C) Granting this Variance Would Preserve the General Purpose and Intent of
the Buffer Rule; Would Protect Water Quality, and Would Accomplish
Substantial Justice.
NOTE: This portion of the variance request also addresses Application Part 3,
question 1, which outlines the water quality measures to be installed and
maintained on the Property.
Granting this variance request would insure water quality on site and downstream,
would fairly and equitably balance the impact of the Buffer Rule on this unique
property, and would preserve the Buffer Rule's purpose and intent to protect
water quality in nutrient sensitive waters feeding into the Neuse River. As
demonstrated below, the applicant has made every good faith effort to adhere to
the spirit and intent of the Buffer Rule.
In regard to insuring water quality, the development of the Property as currently
proposed includes both a wet detention pond on the western end of the Property
and a dry detention pond on the eastern end of the Property. These measures will
address the water quality and water quantity issues; the relatively minor nitrogen
loading experienced on the Property; and provide for natural water quality
enhancement. See Exhibits 2-A and 3-A for further nutrient information.
RN291980.1
Willow Place Townhomes - Variance Request Application
March 31, 1999
Page 3
In regard to the wet detention pond, all stormwater generated from on-site will be
directed to it either by a storm water collection system or sheet flow from the
parking lot. See Exhibits 2-13 through 2-D. The wet detention pond has been
designed in accordance with the Best Management Practices manual to provide
sufficient surface area and volume to reduce the total suspended solids by 85
percent. The drainage area of the wet detention pond is approximately 3.9 acres
with 1.04 acres being impervious cover. The required surface area is 1,733 square
feet; however, the proposed surface area of the wet detention pond is 4,290 square
feet. The temporary pool is designed to capture the first inch of runoff. The
required volume for this runoff is 4,290 cubic feet. The temporary pool provided
is 4,797 cubic feet. Therefore, the overdesign of the wet detention pond will
allow for additional suspended solids removal and enhance the nutrient reduction
since the holding time of the pond has been increased. Grass, especially monkey
grass, will be established in the temporary pool zone to aid in the nutrient uptake
and provide for stabilization of the pond banks. The spillway will be constructed
to provide a 30-foot grassy swale to further reduce sediment and nutrients prior to
entering the unnamed tributary to Cemetery Creek.
The dry detention pond is primarily designed to reduce the peak storm water flow
from the upstream drainage area. See Exhibits 3-13 through 3-D. The
downstream landowners have complained that the unnamed tributary periodically
floods their yards. The estimated peak flow from the upstream drainage area is
approximately 46 cubic feet per second (cfs) from the 10-year design storm. The
design of the dry detention pond will release a maximum of 15.2 cfs with the
installation of 14-inch orifice plate. The high water elevation of the 10-year storm
is 250.0 feet mean sea level. An intake structure will be constructed to allow
storm events greater than the 10-year storm to drain through the storm water
conveyance system and be discharged downstream of the wet detention pond.
The flared end section of this pipe network will be constructed with appropriate
an energy dissipation (i.e., rip rap) prior to discharge.
The drainage to the north of the proposed development will be captured in a yard
inlet and drained to the downstream side of the wet detention pond.
Finally, the number of proposed townhome units has been reduced from 24 to 22
to accommodate the additional water quality measures being installed on site.
In light of the unique and challenging natural topography of the Property,
numerous design constraints and the fact that the applicant had initiated the site
specific development approval process before the imposition of the Buffer Rule,
these proposals represent the applicant's best attempt to balance water quality and
yet retain some ability to use the Property. Accordingly, granting this variance
request accomplishes substantial justice and fairly balances water quality
concerns and the applicant's reasonable investment-backed expectations.
Ra2919RO.I
WOMBLE
CARLYLE
SANDRIDGE
& RICE
A PROFI-S%IONAI. LIMITED
LIABILITY COMPANY
200 West Second Street
Winston-Salem. NC 27101
Mailing Address
Post Office Drawer 84
Winston-Salern. NC 27102
Telephone. [phone]
Fax [phone]
February 5, 1999
Ms. Jill B. Hickey
Office of Attorney General
114 W. Edenton Street
Post Office Box 629
Raleigh, NC 27602-0629
VIA HAND DELIVERY
Re: Willow Place Townhomes Project ("Willow Place")
Downtown Raleigh.
Property Owner: Nelson Law
DWQ# 980575
Dear Jill:
John C. Cooke
Direct Dial: 919.755.2192
Direct Fax: [phone]
E-mail: )[e-mail]
This is to follow-up on the voicemail message I left on January 25, 1999, in regard to the
above-referenced project.
Mr. Law and I met with John Dorney on January 25, 1999, to identify possible options which
are available to Mr. Law to address the impact of the Neuse Buffer Rule on Willow Place. As
indicated on the map included with this letter, the Buffer Rule substantially impacts (perhaps
constitutes a total taking of) the property, Willow Place, a site specific design approved by the City
of Raleigh and any other conceivable design for the property. Recognizing the magnitude of the
impact on this small urban tract, John and I discussed the possible options available to Mr. Law.
The two principal alternatives appear to be either: (1) issuing a vested rights concurrence,
or (2) granting a variance. I indicated to John that I was concerned that obtaining a vested rights
concurrence from DWQ would be difficult because of the facts in this case. John suggested that I
should talk with you to explore the possibility of vested rights preliminarily.
In a nutshell, the issue for vested rights is timing. The property is an irregularly shaped tract
of approximately 2.92 acres. It is located in downtown Raleigh adjacent to Emma Conn Elementary
School. The property has been zoned for multifamily development (R-10) since before 1950. In
early July of 1997, Mr. Law submitted an application for site plan approval to the City of Raleigh
for the construction of approximately 25 townhomes (see attached Approved Development Plan).
The City of Raleigh approved his plan in October of 1997. In short, on the date the Neuse Buffer
Rule was adopted, Mr. Law had a pending application for site plan approval, a site specific
development plan for the property, which was ultimately approved in October of 1997.
AI I AN IA / I I I A 1I I Ol I1 / R \I 1 1(.11 / Itl ,, I AR( 11 1 RIAN6I I -. PA UK / \\'1 N(,ION ',AI 1 1,1
WOMBLE
CARLYLE VP
SANDRIDGE
& RICE
PLLC
Ms. Jill B. Hickey
February 5, 1999
Page 2
The general guidance letters which I have seen provided to DWQ from your office generally
discuss vested rights in terms of having governmental permits or approvals before the date of the
adoption of the Neuse Buffer Rule. However, I understand from John, that, to the best of his
knowledge, the effect of having filed an application which is pending on the date of the adoption
of the Neuse Buffer Rule has not been specifically addressed. From a fairness standpoint, it would
seem that the subsequent approval should relate back to the date the application was filed, assuming
that the property owner was acting in good faith at the time he filed the application.
The purpose of my letter is not to press this analysis unreasonably. I can see how the
Attorney General's Office might reject or agree with this analysis, depending upon the extent of the
Office's emphasis on fairness over general and technical legal principles. Instead, I am trying to
avoid wasting your time and mine preparing a vested rights concurrence request if this timing issue
is a "show stopper." If it is, then my client can concentrate on seeking a variance.
Thank you for your kind consideration of this matter, and I look forward to discussing it with
you in the future.
Enclosure
cc: John Dorney
Nelson Law
Very truly yours,
WOMBLE CARLYLE SANDRIDGE & RICE
A Professional Limited Liability Company
6 •is"` l?C?
/oh C. Cooke
RN28SJ25.1
Willow Place Townhomes
KLJ
3/26/99
Project: Willow Place Townhomes
Location: 1207 Willow Place
Raleigh, North Carolina
From the Simplified Urban Nutrient Output Model (SUNOM), the runoff is calculated using the
Simple Method (Schueler 1987),
R = 0.90 * P * (0.05 + 0.9*la)
P = 46.9 annual rainfall (inches/yr) (SCS)
Ai = 1.0 impervious area
At = 3.9 total area
la = 0.2667 impervious area fraction
R = 12 annual runoff (inches/yr)
This model assumes that 90% of the annual rainfall does not produce runoff.
Our model does not assume any infiltration, evapotranspiration, or any other losses that
would reduce the annual runoff.
Nutrient Load
Nutrient Load = runoff x nutrient concentration x area x conversion factors
Nitrogen Concentration = 2.0 mg/l (From USEPA, 1983)
Phosphorus Concentration = 0.25 mg/l (From USEPA, 1983)
Nitrogen Load = 21.62 lbs/yr
Phosphorus Load = 2.70 lbs/yr
Removal Efficiencies
Based on the typical stormwater BMP efficiencies present by Schueler, a wet detention pond
will remove approximately 31 % of the total nitrogen and 48% of the total phosphorus.
BMP Load Reduction
Nitrogen Load = 6.70 lbs/yr
Phosphorus Load = 1.30 lbs/yr
NUTRIENT.As Page 1
Wet Detention Pond Calculations
Pxoject: Willow Place Town Homes
Location: 1207 Willow Place
Raleigh, North Carolina
Require Permanent Pool Size
Impervious Area
Impervious Area = 1.04 acres
Total Area = 3.9 acres
% Impervious = 26.7%
Average Pool Depth = 3 feet
Required Surface Area
SA/SD = 1.02%
Area = 0.03978 acres
1733 sq ft
Volume Runoff
Design Rainfall = I in/in
Rv = 0.05 + 0.0091
0.29 in/in
Volume =
Discharge Rate
Time =
Design Flowrate =
0.09425 ac-ft
4106 cu ft
2 days
0.02 cfs
Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin, design
calculations, plans and specifications showing all basin and outlet structure details, and a fully executed operation and
maintenance agreement. An incomplete submittal package will result in a request for additional information and will
substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name : Willow Place Townhomes
Contact Person: Ken Jesneck, PE Phone Number: ( 919 )877-9992
For projects with multiple basins, specify which basin this worksheet applies to: Wet Detention Pond
Basin Bottom Elevation 234.0 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 237.0 ft. (elevation of the orifice invert out)
Temporary Pool Elevation 238.3 ft. (elevation of the outlet structure invert in)
Permanent Pool Surface Area 4,290 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 3.90 ac. (on-site and off-site drainage to the basin)
Impervious Area 1.04 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 4,797 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 2,625 cu. ft. (volume detained on top of the permanent pool)
Forebay Volume 200 cu. ft.
SA/DA used 1.19% (surface area to drainage area ratio)
Diameter of Orifice 0.5 in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual (N.C.
Department of Environment, Health and Natural Resources, November 1995) and Administrative Code Section: 15 A
NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have been met and
supporting documentation is attached. If a requirement has not been met, attach an explanation of why.
Applicants Initials
KLJ Tile temporary pool controls runoff from the 1 inch storm event.
KLJ The basin length to width ratio is greater than 3:1.
KLJ The basin side slopes are no steeper than 3:1.
KLJ A submerged and vegetated perimeter shelf at less than 6:1 is provided.
KLJ Vegetation to the permanent pool elevation is specified.
KLJ An emergency drain is provided to drain the basin.
KLJ The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
KLJ The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
KLJ Sediment storage is provided in the permanent pool.
KLJ Access is provided for maintenance.
KLJ A minimum 30-foot vegetative filter is provided at the outlet.
KLJ A site specific operation and maintenance (O&M) plan is provided.
KLJ A vegetation management/mowing schedule is provided in the O&M plan.
KLJ Semi-annual inspections are specified in the O&M plan.
KLJ A debris check is specified in the O&M plan to be performed alter every storm event.
KLJ A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
KLJ A responsible party is designated in the O&M plan. f EXHIBIT
FORM SWG100 09/97 Page 1 of 1
7 .2^0
WILLOW PLACE TOWNHOMES
OPERATION & MAINTENANCE MANUAL FOR
WET DETENTION POND
March 29, 1999
Project Name: Willow Place Townhomes Project No.
Project Location: 1207 Willow Place, Raleigh, NC
Water body receiving outflow: Unnamed Tributary to Cemetery Creek
Responsible Party: Nelson Law
Phone No: [phone]
Address: 2080 Pine Cone Lane, Atlanta, GA 30319
Name of Design Firm: Aiken & Yelle, Associates, PA
Operation And Maintenance Requirements for the Wet Detention Pond
1. All funding for maintenance will be provided by Nelson Law.
2. All maintenance will be performed or arranged for by Nelson Law.
3. Estimated annual operation and maintenance (O&M) costs for wet detention pond
is $500.00.
4. The wet detention pond will be the property of the Willow Place Townhome
landowners. Access to the wet detention pond is through the parking area.
5. Maintenance Schedule
1. Monthly or after each runoff producing rainfall, whichever comes first.
A. Check inlet flared end section, outlet orifice, and spillway and
remove any debris.
B. Mow grass according to season on the embankment, upstream and
downstream, and above high water line. The maximum grass
height should be 6 inches.
II. Quarterly
A. Check for bank erosion and the need stabilization, reseed if
necessary.
III. Semi-Annually
A. Check sediment buildup in forebay. If greater than 6 inches,
remove sediment.
B. Check erosion at the inlet and outlet and methods of stabilization.
Reseed and/or place erosion matting if erosion is severe.
C. Check for seepage at toe of dam.
R#292161
Page 1 of 2
Willow Place Townhomes
O&M Plan
March 29, 1999
D. Check the drawn down of the temporary pool. If the draw down is
not accomplished within 2 to 5 days, check the drainage system for
clogs. Remove clogs as necessary.
E. Check the operation of the drain valve.
C. Any established vegetation in the permanent pool should be
removed when it covers the entire surface of the temporary pool.
IV. Annual
A. Ins pection the wet detention pond for the following:
1. Obstructions of the inlet and outlet devices by trash and
debris,
2. Excessive erosion or sedimentation in or around the basin,
3. Cracking or settling of the dam,
4. Deterioration of inlet or outlet pipes,
5. Condition of the emergency spillway,
6. Stability of the side slopes,
7. Up and down stream channel conditions, and
8. Wood vegetation in or on the dam.
B. In the event any of the inspections detects conditions, the
fol lowing responses are required.
1. Remove all obstructions.
2. Replace erosion areas with additional fill material, replace
vegetation, or place erosion material on repair areas.
3. Contact a Professional Engineer and/or North Carolina
Department of Environment and Health, Division of Land
Quality for guidance.
4. Add fill and/or nonerodible material in areas impacted by
erosion.
5. Remove debris from stream channels as allowed by rules
and regulations.
6. Remove all woody vegetation from the dam.
Page 2 of 2
Willow Place Townhomes
KLJ
3/26/99
Project:
Willow Place Townhomes
Location: 1207 Willow Place
Raleigh, North Carolina
From the Simplified Urban Nutrient Output Model (SUNOM), the runoff is calculated using the
Simple Method (Schueler 1987),
R = 0.90 * P * (0.05 + 0.9*la)
P = 46.9 annual rainfall (inches/yr) (SCS)
Ai = 3.3 impervious area
At = 20.4 total area
la = 0.1608 impervious area fraction
R = 8 annual runoff (inches/yr)
This model assumes that 90% of the annual rainfall does not produce runoff.
Our model does not assume any infiltration, evapotranspiration, or any other losses that
would reduce the annual runoff.
Nutrient Load
Nutrient Load = runoff x nutrient concentration x area x conversion factors
Nitrogen Concentration = 2.0 mg/l (From USEPA, 1983)
Phosphorus Concentration = 0.25 mg/l (From USEPA, 1983)
Nitrogen Load = 75.93 lbs/yr
Phosphorus Load = 9.49 lbs/yr
Removal Efficiencies
Based on the typical stormwater BMP efficiencies present by Schueler, a wet detention pond
will remove approximately 31 % of the total nitrogen and 48% of the total phosphorus.
BMP Load Reduction
Nitrogen Load = 23.54 lbs/yr
Phosphorus Load = 4.56 lbs/yr
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Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY
401 EXTENDED DRY DETENTION BASIN WORKSHEET
DWQ Stormwater Mana ement Plan Review:
A comp ete Stormwater management p an submittal includes a dry detention basin worksheet for each
basin, design calculations, plans and specifications showing all basin and outlet structure details, and a
fully executed operation and maintenance agreement. An incomplete submittal package will result in a
request for additional information and will substantially delay final review and approval of the project.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Willow Place Town Homes
Contact Person: Ken Jesnec , PE P one Num er: ( 19 )877-9992
For projects with multiple basins, specify which basin this worksheet applies to:Dry Detention Pond
Drainage Area:20.4 acres Percent Impervious Area:16%
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual (N.C. Department of Environment, Health and Natural Resources, November 1995) and
Administrative Code Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following
design requirements have been met and supporting documentation is attached. If a requirement has not
been met, attach an explanation of why.
Applicants Initials
KLJ Either capture runoff from 1 yr., 24 hour storm and release over a 48 hour period, or
KLJ capture runoff from 1 inch storm and draw down over a period of 2 to 5 days.
KLJ The basin length to width ratio is greater than 3:1.
KLJ The basin side slopes are no steeper than 3:1.
KLJ A small permanent pool at outlet orifice is provided to reduce clogging.
KLJ An emergency drain to completely empty the basin is provided.
KLJ Vegetation plan prepared by a licensed professional is specified.
KLJ Basin to be stabilized within 14 days of construction is specified.
LJ Sediment storage (20% of detention volume) in addition to detention volume is provided.
KLJ Inlet and outlet erosion control measures to prevent scour are provided.
N A Additional treatment to meet the 85% TSS removal efficiency is provided.
KLJ Access for clean-out and maintenance is provided.
N A Inlet plunge pool or other energy dissipation is provided.
KLJ Forebay is provided to capture sediment and minimize clean-out problems.
KLJ Uncompacted natural soils are utilized to promote vegetation and reduce sedimentation.
KLJ Seasonal high water table is at least 1 foot below bottom of basin.
N A If used as a temporary basin, plans indicate clean-out prior to final operation.
KLJ A site specific operation and maintenance plan with the following provisions is provided.
- Mow grass at least twice annually
- Remove trash and debris upon accumulation and at least twice annually
- Inspect for proper operation at least twice annually including:
- outlet clogging or too rapid a release
- erosion on banks
- erosion at inlet and outlet
- sediment accumulation/removal
- condition of emergency spillway
- woody vegetation in the embankment
KLJ A responsible party is designated in the O&M plan. ?`
EXri?BIT
? =
FORM SWU109 04/98 Page I of 1 ?

?n 3-l?
? !!? "
l??s'?`T
WILLOW PLACE TOWNHOMES
OPERATION & MAINTENANCE MANUAL FOR
DRY DETENTION POND
March 29, 1999
Project Name: Willow Place Townhomes Project No.
Project Location: 1207 Willow Place, Raleigh, NC
Water body receiving outflow: Unnamed Tributary to Cemetery Creek
Responsible Party: Nelson Law
Phone No: [phone]
Address: 2080 Pine Cone Lane, Atlanta, GA 30319
Name of Design Firm: Aiken & Yelle, Associates, PA
Operation And Maintenance Requirements for the Wet Detention Pond
1. All funding for maintenance will be provided by Nelson Law.
2. All maintenance will be performed or arranged for by Nelson Law.
3. Estimated annual operation and maintenance (O&M) costs for the dry detention
pond is $500.00.
4. The dry detention pond will be the property of the Willow Place Townhome
landowners. Access to the wet detention pond is through the parking area.
5. Maintenance Schedule
I. Monthly or after each runoff producing rainfall, whichever comes first.
A. Check inlet flared end section, outlet orifice, and spillway and
remove any debris.
B. Mow grass according to season on the embankment, upstream and
downstream, and above high water line. The maximum grass
height should be 6 inches.
II. Quarterly
A. Check for bank erosion and the need stabilization, reseed if
necessary.
III. Semi-Annually
A. Check sediment buildup in forebay. If greater than 6 inches,
remove sediment.
B. Check erosion at the inlet and outlet and methods of stabilization.
Reseed and/or place erosion matting if erosion is severe.
C. Check for seepage at toe of dam.
R#292162
Page 1 of 2
Willow Place Townhomes
O&M Plan
March 29, 1999
D. Check the drawn down of the temporary pool. If the draw down is
not accomplished within 48 hours, check the drainage system for
clogs. Remove clogs as necessary.
E. Check the operation of the drain valve.
C. Any established vegetation in the permanent pool should be
removed when it covers the entire surface of the temporary pool.
IV. Annual
A. Ins pection the wet detention pond for the following:
1. Obstructions of the inlet and outlet devices by trash and
debris,
2. Excessive erosion or sedimentation in or around the basin,
3. Cracking or settling of the dam,
4. Deterioration of inlet or outlet pipes,
5. Condition of the emergency spillway,
6. Stability of the side slopes,
7. Up and down stream channel conditions, and
8. Wood vegetation in or on the dam.
B. In the event any of the inspections detects conditions, the
following responses are required.
1. Remove all obstructions.
2. Replace erosion areas with additional fill material, replace
vegetation, or place erosion material on repair areas.
3. Contact a Professional Engineer and/or North Carolina
Department of Environment and Health, Division of Land
Quality for guidance.
4. Add fill and/or nonerodible material in areas impacted by
erosion.
5. Remove debris from stream channels as allowed by rules
and regulations.
6. Remove all woody vegetation from the dam.
Page 2 of 2
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12/09/02 r
EMC WATER QUALITY COMMITTEE MEETING
December 11, 2002
Archdale Building - Ground Floor Hearing Room Q
1 12:00 noon - 2:00 pm x
Y Executive Order No. 1 mandates that the Chair inquires as to whether any member knows of any known conflict of interest or
appearance of conflict with respect to matters before the Commission. If anv member knows of a conflict of interest or appearance
of conflict, please so state at this time.
12:00 Noon - Opening Comments Chairman Peterson
*Asterisk indicates consensus item; staff are available if there are any questions, but no presentation is
planned.
*1. Request Permission to Proceed with Proposed Reclassification of Two Sections of Rocky River in
Chatham County (Cape Fear River Basin) to WS-III CA - (Consensus Action Item) (Elizabeth
Kountis)
A request to reclassify these surface waters has been received by the Division of Water Quality.
These waters meet the qualifications for the reclassification. The WQC will be asked to approve this
reclassification request in order to:
• publish Notice of Rule-making Proceedings in the NC Register, and
• proceed to the full Commission for permission to send the proposed reclassification out to public
hearing (see attachment).
Consideration of a Request for a Modification of a Previously-Approved Major Variance from the
Ne se River Riparian Area Protection Rule - (Action Item) (John Dorney)
In May 1999, the EMC approved a Major Variance from the Neuse River Riparian Area Protection q?
,,. nRule to impact about 615 feet of stream and associated buffers J ,
4?' min order to construct the Willow Place Townhomes in Raleigh on an unnamed tributary of Cemetery
5?`ecwn o'L Branch. T
?„Ll??- o ? ea o
dcyc, gn*?3Pnr r, rh;? On June 18, 1999, the Division issued the 401 Water Quality Certification ©(?
for this project that required on
stormwater management and compensatory mitigation for the stream
and buffer. The site plan has been modified to reconfigure the stormwater pond and reduce the number eYYutu (?
vTe i{pu-1 of proposed townhomes from 22 to 16. DWQ staff reviewed the revised stormwater plan and approved
-e t-C? it on November 14, 2002. However the approval by the EMC in 1999 did not discuss whether additional P ic) ?r
approval from the EMC (or W ter Quality Committee now that the authority has been delegated) is ?E
4v- needed for a revised site plan.
??D f
? Q Gw? tfiat`any-jddrnmml Tevisium-to this-site
flltti-rna-y`be-apPro'„td-by--staff{
7jUnCkc L`?J 3. Request Permission to Send the Draft Yadkin-Pee Dee River Basinwide Water Ouality Plan to (N1u??lil? "'`
?7X?w Public Meetings - (Action Item) (Callie Dobson) lnX
DWQ staff will present the Draft Yadkin-Pee Dee River Basinwide Water Quality Plan to the 03 ?'b Committee and request permission to take the plan to public meetings in January 2003. A final draft ?'t?
?M eV plan would be developed based on public review comments. This final draft would be brought back to
the Committee in April 2003 for final approval along with a request to present it to the full Commission J?11
(see attachment).
y?uvJ"YVw?"
Page "e
517,.y.b re e cvwYv`c?%") the c'zL U cA(, 2 v?t? h ,k 1 ???? r euu?C
P '?'°
.' ' T
AGENDA
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
512 N. Salisbury Street
Raleigh, North Carolina
December 12, 2002 - 9:00 A.M.
Executive Order No. One mandates that the Chair inquire as to whether any member knows of any known
conflict of interest or appearance of conflict with respect to matters before the Commission. If any member
knows of a conflict of interest or appearance of conflict, please so state at this time.
David H. Moreau, Chairman, Presiding
Preliminary Matters
1. Call to Order
2. Approval of Minutes from the October 10, 2002 Commission Meeting
3. Summary of Approval Documents
4. Revisions or Additions to the Agenda
Action Items
1. 02-59 (DWM-UST) Three Part Request - Scott Ryals
ACTION ITEM A: Request To Waive The Environmental Management Commission's
30-Day Review Period To Allow The Commission To Consider Approval
Of The Proposed Permanent Pay For Performance Rule.
ACTION ITEM B: Reauest To Adopt The Permanent Pav For Performance Rule.
ACTION ITEM C: RCQUest To Submit Permanent Rule To The Rules Committee.
2. 02-60 (AQ) Daniel V. Besse
Hearing Officer's Report on the Adoption of Amendments to an Air Quality Permitting Rule
3. 02-61 (AQ) Thom Allen
Response to Objections by the Rules Review Commission to Several Volatile Organic Compound Emissions
Rules
4. 02-62 (AQ) Thom Allen
Reconsideration of the Amendments to Particulates from Hot Mix Asphalt Plants
5. 02-63 (AQ) Thom Allen
Request to Proceed to Public Hearing on the Amendments to Various Air Quality Rules
6. 02-64 (GW) Arthur Mouberry
Request for Approval to Proceed with Public Notice and Hearing to Establish Groundwater Quality
Standards for Nine Substances in title 15A NCAC 2L .0202 (Benzoic Acid, Bis(chloroethyl)ether (BCEE),
Dibenzofuran, Dibromochloromethane, Ethyl Acetate, Hexachlorobittadiene, 2-Hexanone, 1,1,2,2-
Tetrachloroethane, 1,2,4-Trichlorobenzene)
Consideration of a Request for a modification of a previously-approved Major
Variance From the Neuse River Riparian Area Protection Rule - (Action Item) (John
Dorney)
In May 1999, the Environmental Management Commission approved a Major
Variance from the Neuse River Riparian Area Protection Rule to impact about 615 feet
of stream and associated buffers (465 feet culverted and 150 feet flooded) in order to
construct the Willow Place Townhomes in Raleigh on an unnamed tributary of Cemetary
Branch. The site had been owned by the applicant for many years before the effective
date of the rules and the stream and buffer occupied over 90% of the property which
resulted in an economic hardship on the development of this parcel. On June 18, 1999,
the Division issued the 401 Water Quality Certification for this project which required on-
site stormwater management and compensatory mitigation for the stream and buffer,
The site plan has been modified to reconfigure the stormwater pond and recuce the
number of proposed townhomes from 22 to 16. DWQ staff have reviewed the revised
stormwater plan and approved it on November 14, 2002. However the approval by the
EMC in 1999 did not discuss whether additional approval from the EMC (or Water
Quality Committee now that the authority has been delegated) is needed for a revised
site plan. DWQ staff recommend approval of the revised site plan with a condition that
any additional revisions may be approved by staff.
O?O? W A T ?RPG
r
? -f
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
November 14, 2002
Mr. Nelson Law
2080 Pine Cone Lane
Atlanta, Georgia 30319
Dear Mr. Law:
RE: Willow Place Townhomes (Willow Place Condominiums)
Wake County
DWQ # 99-0328
This Office is in receipt of the plans dated October 26, 2002 for the stormwater management ponds at the
subject facility prepared on your behalf by Aiken and Yelle Associates and submitted to the Division on
October 28, 2002. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note
that this approval is for water quality purposes only and shall not be construed as an approval of the design for
dam/outlet structure integrity, Dam Safety, public safety, or flood attenuation purposes.
Additionally, as discussed with Mr. Yelle, a new Major Variance from the NC Water Quality Committee is
necessary for this project because the previously approved site plan has changed. We have added this item on
the December 2002 meeting of the Water Quality Committee for their review and decision. DWQ staff will
present the Variance. It is suggested that you or your consultants be present to answer and questions that may
arise if DWQ staff are unable to answer them.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Cc
Wetland 40rRaleic
rand y
John Cooke; Womble, Carlyle, Sandridge Rice, P.O. B , h, NC
27602
Edward Bedford; First American Land, 2521-134 Schiefflin Road, Apex, NC 27502
Mid-Atlantic Associates, 409 Rogers View Court, Raleigh, NC 27610
Steve Mitchell, DWQ Raleigh Regional Office
File copy
Central files
Harold Yelle; Aiken and Yelle, 3755 Benson Drive, Raleigh, NC 27609
Todd St. John, DWQ Wetlands Unit
Bill Brower; City of Raleigh, P.O. Box 590, Raleigh, NC 27602
Heidi Miller, 613 Edmund Street, Raleigh, NC 27604
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Ol I-y William G. Ross Jr., Secretary
?O? pG North Carolina Department of Environment and Natural Resources
co Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
May 4, 2002
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Nelson Law
2080 Pine Cone Lane
Atlanta, Georgia 30319
Dear Mr. Law:
RE: Willow Place Townhomes (Willow Place Condominiums)
Wake County
DWQ # 99-0328
As you know, on June 18, 1999 the N.C. Division of Water Quality issued an approval to you to impact
a stream and associated stream buffers in order to construct the Willow Place Townhomes at Willow Street
(near Edmund Street) in Raleigh, NC. We also understand that you may have sold the property to another
party to develop. If this is the case, please forward this letter to the new owners so that they are aware of the
concerns expressed in this letter.
The approval that was issued was for the design in your application dated March 31, 1999 and then
approved by the Water Quality Committee of the Environmental Management Commission at their May12,
1999 meeting. The approval stated in paragraph two that "This approval is only valid for the purpose and
design that you described in your application except as modified below. If you change your project, you must
notify us and you may be required to send us a new application for a new certification. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions." We understand that approval for a modified design (dated October 20, 2001 as
prepared by Mid-Atlantic Associates) is now being sought with the City of Raleigh and that this redesign also
results in a new design for the stormwater management plan approved by DWQ (as prepared by Aiken and
Yelle dated April 21, 1999). Please be aware that we have not received notification of these changes and
therefore any design other than that approved by DWQ in our June 18, 1999 Certification is not necessarily
acceptable to DWQ.
Please contact me at 919-733-9646 to discuss this matter or have the new owners contact me at this
number. Thank you in advance for your cooperation.
5 erely urs,
n Do y
Superv' or Wetlands/40 U it
Cc: John Cooke; Womble, Carlyle, Sandrid and Rice, P.O. Box 831, Raleigh, NC 27602
Edward Bedford; First American Land, 2521-134 Schiefflin Road, Apex, NC 27502
Mid-Atlantic Associates, 409 Rogers View Court, Raleigh, NC 27610
Steve Mitchell, DWQ Raleigh Regional Office
File copy
Central files
Kenneth Jesneck; Aiken and Yelle, 3755 Benson Drive, Raleigh, NC 27609
Todd St. John, DWQ Wetlands Unit
Bill Brower; City of Raleigh, P.O. Box 590, Raleigh, NC 27602
Heidi Miller, 613 Edmund Street, Raleigh, NC 27604 ,
?C'D€FiR
,p(, C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
h 1 800 623-7748
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Nelson Law
2080 Pine Cone Lane
Atlanta GA 30319
Dear Mr. Law:
Re: Willow Place Townhomes
Wake County
DWQ # 990328
1
•
is I
000- 000% 00000M 2
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 17, 1999
In response to your letter of July 23, 1999, the deadline for payment to the NC
Wetlands Restoration Program is hereby extended for two additional months until October
19, 1999. If payment to the NCWRP is not received by that time, we will take action to
revoke the 401 Certification due to noncompliance with its conditions.
Please call Mr. John Dorney of my staff at 919-733-9646 if you have any questions.
Si erely,
Steve s
Cc: Ron Ferrell, WRP
John Dorney
Central Files
John Cooke
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Roual Onnortunity Affirmative Action Employer 50% recycled/10% post consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 • ?
A 00% mom
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 18, 1999
Wake County
DWQ Project # 990328
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Mr. Nelson Law
2080 Pine Cone Lane
Atlanta, GA 30319
Dear Mr. Law:
You have our approval, in accordance with the attached conditions and those listed below, for the purpose of
constructing the Willow Place Townhouse in Wake County, as you described in your application dated March 31,
1999. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Number 3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of
Engineers issues it. In addition, you should get any other federal, state or local permits before you go ahead with
your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. If the property is sold, the new owner must be given a copy of this Certification
and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
2. The stormwater management plan dated April 21, 1999 submitted by your consultants, Aiken and Yelle Associates, PA.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R .0402, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H.0506(h). According to 15A NCAC 2H
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DEHNR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this Certification authorizes the fill of 260 feet of streams, in 030402 river and subbasin and 260 feet of
riparian restoration are required. Please be aware that the Wetland Restoration Program (WRP) rules
require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Division of Water Quality • Environmental Sciences Branch
Non-Discharge Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Ron Ferrell; Wetland Restoration Program
Todd St. John
John Cooke
Kenneth Jeneck; Aiken and Yelle
Sinc e ,
ens
990328.1tr
NORTH CAROLINA-DIVISON OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2 H .0500, Nelson Law has permission as outline below for the purpose(s) of
proposed construction Willow Place Townhomes. All activities associated with these authorized impacts must be
conducted with the conditions listed in the attached cetification transmitttal letter. THIS CERTIFICATION IS NOT
VLID WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT WETLAND RESTORATION PROGRAM
LOCATION: Willow Place Townhomes
COUNTY: Wake
BASIN/SUBBASIN: 030402
As required by 15A NCAC 2H.0506, and the conditions of this certification, you are required to compensate
for the above impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters
as outlined below prior to conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the wetland Restoration Programs must be rounded
to one-quarter acre increments according to 15 2r.0503(b)
acres of Class WL wetlands
acres of riparian wetland
acres of non-riparian wetlands
acres of Class SWL wetlands
260 linear feet of stream channel
- (other)
One of the options you have available to satisfy the compensatory mitigation requirements is through the
payment of a fee to the Wetlands Restoration Fund per NCAC 2R.0503. If you choose this option, please sign this
form and mail it to the Wetlands Restoration Fund at the address listed below. An invoice for the appropriate
amount of payment will be sent to you upon receipt of this form. PLESES NOTE, THE ABOVE IMPACTS ARE
NOT AUTHORIZED UNTIL YOU RECEIVED NOTIFICATION THAT YOUR PAYMENT HAS BEEN
PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISON OF WATER QUALITY
P.O. BOX 29535
RALEIGH, N.C. 27626-0535
[phone] ext. 358
J
Aiken & Yelle Associates, PA
AYES Professional Engineers & Land Surveyors
3755 Benson Drive
Raleigh, North Carolina 27609
Phone: [phone] Fax: [phone]
November 21, 2002
Mr. John Dorney
North Department of Environment and Natural Resources
Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Boulevard
Raleigh, North Carolina 27604-2260
Reference: Variance Request
1207 Willow Street
Willow Place Condominiums
Raleigh, North Carolina
AYES Project 9226MEAD
DWQ # 99-0328
Dear Mr. Dorney:
As you are aware, Aiken & Yelle Associates has resubmitted a revised Stormwater
Management Plan, dated October 26, 2002, to your office for review.
Due to a rezoning that occurred on the subject tract, the developer was required to
resubmit for preliminary subdivision approval from the City of Raleigh. The property
was rezoned with a Neighborhood Overlay district which eliminate the developer's option
to develop as townhomes. A preliminary site plan was approve by the City of Raleigh on
June 6, 2002.
Then changes to our site plan include:
Issue: Previously Approved Site
Plan Current Approved Site
plan
No. of Units 24 16
Dr Detention Pond #1 34,400 CF 44,400 CF
Wet Detention Pond #2 3,917 SF -Surface Area 4,100 SF- Surface area
D Detention Pond #3 1,640 CF 2,215 CF
Additionally, in revising this site plan we have reduced the impervious area of the site by
approximately 30%. We do not propose to disturb any additional linear feet of the
unnamed tributary to Cemetery Creek.
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Domey
Central Files
Ron Ferrell; Wetland Restoration Program
Todd St. John
John Cooke
Kenneth Jeneck; Aiken and Yelle
Sinc 99
0328.1tr
4/Z?-lez
71T
V"??` r2Jo ?-e
Ck ,M I I ? 1a see ;f ?,d .
Aiken & Yelle Associates, PA
AYES Professional Engineers & Land Surveyors
(3755 Benson Drive
Raleigh, North Carolina 27609
Phone: [phone] Fax: [phone]
November 21, 2002
Mr. John Dorney
North Department of Environment and Natural Resources
Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Boulevard
Raleigh, North Carolina 27604-2260
Reference: Variance Request
1207 Willow Street
Willow Place Condominiums
Raleigh, North Carolina
AYES Project 9226MEAD
DWQ # 99-0328
Dear Mr. Dorney:
As you are aware, Aiken & Yelle Associates has resubmitted a revised Stormwater
Management Plan, dated October 26, 2002, to your office for review.
Due to a rezoning that occurred on the subject tract, the developer was required to
resubmit for preliminary subdivision approval from the City of Raleigh. The property
was rezoned with a Neighborhood Overlay district which eliminate the developer's option
to develop as townhomes. A preliminary site plan was approve by the City of Raleigh on
June 6, 2002.
Then changes to our site plan include:
Issue: Previously Approved Site
Plan Current Approved Site
plan
No. of Units 24 16
Dr Detention Pond #1 34,400 CF 44,400 CF
Wet Detention Pond #2 3,917 SF -Surface Area 4,100 SF- Surface area
D Detention Pond #3 1,640 CF 2,215 CF
Additionally, in revising this site plan we have reduced the impervious area of the site by
approximately 30%. We do not propose to disturb any additional linear feet of the
unnamed tributary to Cemetery Creek.
r 0 W AT ?R Michael F. Easley
O' Q6- Governor
0 rte- William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
November 14, 2002
1r. Nelson Law
080 Pine Cone Lane
.tlanta, Georgia 30319
,ear Mr. Law:
RE: Willow Place Townhomes (Willow Place Condominiums)
Wake County
DWQ # 99-0328
his Office is in receipt of the plans dated October 26, 2002 for the stormwater management ponds at the
abject facility prepared on your behalf by Aiken and Yelle Associates and submitted to the Division on
ctober 28, 2002. Staff from the Wetlands Unit reviewed the plans and found them acceptable. Please note
gat this approval is for water quality purposes only and shall not be construed as an approval of the design for
am/outlet structure integrity, Dam Safety, public safety, or flood attenuation purposes.
dditionally, as discussed with Mr. Yelle, a new Major Variance from the NC Water Quality Committee is
3cessary for this project because the previously approved site plan has changed. We have added this item on
e December 2002 meeting of the Water Quality Committee for their review and decision. DWQ staff will
-esent the Variance. It is suggested that you or your consultants be present to answer and questions that may
•ise if DWQ staff are unable to answer them.
you have any questions regarding this matter,,please contact-Mr. Todd St. John at [phone].
Wetland 401 nit
rand y
John Cooke; Womble, Carlyle, Sandridge Rice, P.O. B , Raleigh, NC 27602
Edward Bedford; First American Land, 2521-134 Schiefflin Road, Apex, NC 27502
Mid-Atlantic Associates, 409 Rogers View Court, Raleigh, NC 27610
Steve Mitchell, DWQ Raleigh Regional Office
File copy
Central files
Harold Yelle; Aiken and Yelle, 3755 Benson Drive, Raleigh, NC 27609
Todd St. John, DWQ Wetlands Unit
Bill Brower; City of Raleigh, P.O. Box 590, Raleigh, NC 27602
Heidi Miller, 613 Edmund Street, Raleigh, NC 27604
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
i
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone John Domey at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
Mr. John Dorney
Central Files
Ron Ferrell; Wetland Restoration Program
Todd St. John
John Cooke
Kenneth Jeneck; Aiken and Yelle
Sinc e ,
ens
990328.1tr
Project Name: Willow Place
Project No. DWQ Major Variance
10/30/02
SUBMITTED DESIGN: REQUIRED DESIGN:
elevations 2.5 average depth status
Bottom of Basin (ft)
Permanent Pool (ft) 3 3 ft. depth ok
Temporary Pool (ft) 4.34 1.34 ft. depth ok
areas
Permanent Pool SA (sq ft) 3182 2219 sq. ft. ok
Drainage Area (ac) 2.89
Impervious Area (ac) 1.1849 41.0%
-
volumes
Permanent Pool (cu ft) 7815
Temporary Pool (cu ft) 4396 4396 cu. ft. ok
Forebay (cu ft) #VALUE! % #VALUE!
other parameters
SA/DA 0 1.76 -
Orifice Diameter (in) 1 0.02 cfs drawdown -
Design Rainfall (in) 1 2.4 day drawdown ok
Linear Interpolation of Correct SA/DA ***
% Im ervious
Next Lowest 40
Project Impervious 41.0
Next Highest 50
3 ft. Permanent Pool Depth
SA/DA from Table
1.73
1.76
2.06
Letter of Transmittal
Aiken & Yelle Associates, PA
AYES Professional Engineers & Land Surveyors
3755 Benson Drive
Raleigh, North Carolina 27609
919-877-9992 Fax [phone]
e-mail: [e-mail]

Hand Delivery
Courier
Attn.: TDQ D j Pick-Up
Subject: wl 1101 1 r i,?
Included: 'Inr )t'i ;f_k)`; ? SeT 1/K17 /
Comments: 62 f4rnrnend /jl'? Z t + W k i (lr J,y :` !''A N a
McEvoy Engineering Services. Inc.
Willow Place
Raleigh, N.C.
CALCULATIONS FOR:
Stormwater Treatment Pond System
Prepared for:
Aiken & Yelle Associates, P.A.
3755 Benson Drive
Raleigh, N.C. 27609
Ofc: [phone]
Prepared by:
McEvoy Engineering Services, Inc.
3755 Benson Drive, Suite 101
P.O. Box 30965
Raleigh, N.C. 27622
Ofc: [phone]
Fax: [phone]
,••? 4% CA •..
got.
EAr
• 7109
?•?. 1Np, is
?h..M•.? ,?,
••??FN.M 01
i?
Steven M. McEvoy, P.E.
P.O. Box 30965 - Raleigh, N.C. 27622 - [phone] - Fax: [phone]
WP-CCV.XLS 3755 Benson Drive - Suite 101 - Raleigh, N.C. 27609
McEvoy Engineering Services, Inc.
Willow Place
Raleigh, N.C.
Stormwater Treatment Pond System Narrative:
Stormwater flow through and from this 16-unit residential development is
ponds located onsite summarized as follows:
Pond #1: Dry "detention only" facility (no water quality components) for the purpose of
intercepting upstream offsite discharge from the east side of the project, attenuating
peak storm discharge rates and routing resultant discharge around the project through
a dedicated pipe system.
Pond #3: Dry "detention only" facility (no water quality components) for the purpose of
intercepting offsite drainage from the north side of the project, attenuating peak storm
discharge rates and routing discharge directly into Pond #2. This pond was generally
intended to control runoff from its drainage area into Pond #2, preventing erosion and
scour of Pond #2 banks.
Pond #2: Wet detention pond located at west side of project (lowest discharge point of project)
providing water quality treatment for runoff from the first inch of rainfall on the site
and those offsite areas which drain to it. This pond provides 85% TSS removal for all
areas draining into it including offsite areas.
Ponds #'s 1 and 3 were designed to provide as much attenuation of peak discharge as possible
and practical given the physical constraints of their locations. Attenuation results are summarized
as follows:
Year Storm Peak Discharge Rates
Before After Reduction
Pond #1 46.34 CFS 27.97 CFS
Pond #3 3.66 CFS 3.19 CFS
40%
13%
2-Year Storm Peak Discharge Rates
Before After Reduction
36.19 CFS 21.93 CFS 39%
2.81 CFS 1.81 CFS 36%
Pond #2 is a "wet detention pond" designed in accordance with criteria presented in NCDENR
"Stormwater - Best Management Practices" manual for the Peidmont region of the state. This
device provides for 85% TSS removal. Runoff from the one-inch rainfall event within the
drainage area of the device requires 108 hours to totally drain through the spillway structure
which is controlled by a one-inch diameter orifice. An armored weir section within the
embankment serves as emergency spillway. All structures are capable of passing the 100-Year
storm event without overtopping unprotected embankment areas.
END NARRATIVE
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Alan W. Klimek, P.E., Director
Division of Water Quality
December 17, 2002
DWO Project No. 99-0328
Wake County
Page 1 of 2
Mr. Nelson Law
2080 Pine Cone Lane
Atlanta, Georgia 30319
Subject Property: Willow Place Town Homes / Condominiums, Edmund Street, Raleigh, NC
Unnamed Tributary to Cemetery Branch (03-04-02, 27-33-18-2, C NSW]
MAJOR VARIANCE APPROVAL per the NEUSE RIVER RIPARIAN AREA PROTECTION RULE [15A NCAC 213
.0233(9)] w/ ADDITIONAL CONDITIONS
Dear Mr. Law:
On December 11, 2002, the Water Quality Committee (WQC) of the N.C. Environmental Management Commission (EMC)
decided to approve the proposed modification to your Major Variance originally approved in May 1999 with the following
conditions. This letter shall act as your Major Variance approval as decided by the WQC and described within 15A NCAC'
02B .0233(9)(c). In addition, you should obtain or otherwise comply with any other required federal, state or local 4
regulations before you proceed with your project including (but not limited to) U.S. Army Corps of Engineers 404 Permits,
Division of Water Quality (DWQ) 401 Certifications, Erosion and Sediment Control and Non-Discharge regulations.
This approval is only valid for the purpose and design that you described in your Major Variance. If you change your
project, you must notify us and you may be required to send us a new application and request a new Major Variance
approval through the WQC. If the property is sold, the new owner must be given a copy of this approval and is thereby
responsible for complying with all conditions. For this approval to be valid, you must follow the conditions listed below.
Conditions:
1. You must comply with any conditions listed within the 401 Water Quality Certification issued to you from the DWQ on
June 18, 1999 except as modified within this approval.
2. The WQC approved your modified plans as depicted on the "Willow Place Condominiums, City of Raleigh, North
Carolina - Site Grading and Drainage Plan" dated October 3, 2002 and sealed by Mr. Harold A Yelle, P.E. on October
26, 2002. Any modification to these plans must be approved by the DWQ and you may be required to request a new
Major Variance approval through the WQC. The WQC has decided that the DWQ Staff may approve any modification
to these plans if the following conditions are met.
2.1. The modifications do not change the original finding of fact that all of the requirements for a Major Variance have
been met pursuant to 15A NCAC 02B .0233(9)(a).
2.2. The modifications do not result in additional impacts (either direct or indirect) to water quality.
2.3. The modifications comply with the conditions of the original variance approval.
3. The project shall comply with the stormwater management plan dated October 26, 2002 and approved by the DWQ
on November 14, 2002. Before any permanent building is occupied at the subject site, the stormwater facilities (as
approved by this Office) shall be constructed and operational, and the stormwater management plan (as approved by
this Office) shall be implemented. The structural stormwater practices as approved by this Office as well as drainage
patterns must be maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the DWQ.
If you do not accept any of the conditions of this Major Variance Approval, you may ask for the full EMC to review your
,ariance request. You must send us a request for this review in writing within 60 days of the date that you receive this
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
819-733-1786 (nhone). 919-733-6893 (fax). httD://h2o.enr.stafa nr. ua/nrwatlanris/
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McEvoy Engineering Services, Inc.
Willow Place
WET POND #2
TOTAL Stage-Storage Function Computation
y x
Contour Contour Incr Accum AYES McEvoy
Area Vol Vol STAGE In S In Z Z est Z est
(sq ft.) (cu. ft.) (cu. ft.) (ft.) (ft.) (ft.)
rl A
233 590 u v.v U.V
234 1338 964.00 964 1 6.871091 0 1.00 1.03
235 1911 1624.50 2588.5 2 7.858834 0.693147 1.90 1.95
236 2511 2211.00 4799.5 3 8.476267 1.098612 2.83 2.91
237 3182 5093.00 7681.5 4 8.94657 1.386294 3.84 3.96
238 3746 3464.00 11145.5 5 9.318791 1.609438 4.89 5.04
239 4486 4116.00 15261.5 6 9.633089 1.791759 6.00 6.18
TOTAL STORAGE FOR POND= 15261.5 cu. ft.
y=ax^b
AYES McEvoy
b= 1.5415 b= 1.54037
a= 964 a= 923.6755
WP2-POW.XLS 10/16/2002
McEvoy Engineering Services, Inc.
Willow Place
WET POND #2
FOREBAY Stage-Storage Function Computation
y x
Contour Contour Incr Accum AYES
Area Vol Vol STAGE In S In Z Z est
(sq ft.) (cu. ft.) (cu. ft.) (ft.) (ft.)
235 156 0 0.0
236 302 229.00 229 1
237 487 394.50 623.5 2
238 665 576.00 1199.5 3
TOTAL FOREBAY STORAGE = 1199.5 cu. ft.
y=ax"b
AYES
b= 1.5073
a= 229
5.433722 0 1.00
6.435349 0.693147 1.94
7.08966 1.098612 3.00
WP2F-POW.XLS 10/16/2002
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McEvoy Engineering Services, Inc.
Willow Place
POND #1
Stage-Storage Function Computation
y x
Contour Contour Incr Accum AYES McEvoy
Area Vol Vol STAGE In S In Z Z est Z est
(sq ft.) (cu. ft.) (cu. ft.) (ft.) (ft.) (ft.)
241.5 203 0 v.u v.v
242 2169 593.00 593 0.5 6.385194 -0.69315 0.50 0.52
244 3824 5993.00 6586 2.5 8.792701 0.916291 2.26 2.39
246 5739 9563.00 16149 4.5 9.689613 1.504077 3.97 4.22
248 8303 24254.00 30840 6.5 10.33657 1.871802 5.95 6.35
250 11306 19609.00 50449 8.5 10.82872 2.140066 8.10 8.67
252 14641 25947.00 76396 10.5 11.24369 2.351375 10.50 11.28
TOTAL STORAGE FOR POND= 76396 cu. ft.
y=ax^b
AYES McEvoy
b= 1.595814 b= 1.58027
a= 1792.431 a= 1661.088
W P 1-POW.XLS 10/16/2002
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McEvoy Engineering Services, Inc.
Willow Place
POND #3
Stage-Storage Function Computation
y x
Contour Contour Incr Accum AYES McEvoy
Area Vol Vol STAGE In S In Z Z est Z est
(sq ft.) (cu. ft.) (cu. ft.) (ft.) (ft.) (ft.)
236.5 20 u v.v v.v
237 129 37.25 37.25 0.5 3.617652 -0.69315 0.50 0.52
238 300 214.50 251.75 1.5 5.528437 0.405465 1.36 1.43
239 515 407.50 659.25 2.5 6.491103 0.916291 2.26 2.37
240 797 1097.00 1348.75 3.5 7.206934 1.252763 3.28 3.45
241 1120 958.50 2307.25 4.5 7.743812 1.504077 4.35 4.58
242 1487 1303.50 3610.75 5.5 8.191671 1.704748 5.50 5.80
TOTAL STORAGE FOR POND= 3610.75 cu.ft.
y=ax^b
AYES McEvoy
b= 1.907514 b= 1.90144
a= 139.7479 a= 127.76
WP3-POW.XLS 10/16/2002
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Subject: Re: old Neuse buffer variance
Date: Tue, 05 Nov 2002 09:53:04 -0500
From: Jeff Manning <[e-mail]>
Organization: NC DENR DWQ Planning Branch
To: John Domey <[e-mail]>
CC: Bob Zarzecki <[e-mail]>, "steve.mitchell" <[e-mail]>
OK, I'll put it on the WQC agenda.
Here's what I need:
by Nov 21 c.o.b.- I need the Title and a short paragraph description for agenda.
by Nov 25 c.o.b.- I need 18 copies of the attached supporting materials.
Thanks,
Jeff
John Dorney wrote:
I'd say be safe and get it on the WQC agenda for december for (re)approval.
jeff - what do you need from us to make it onto the agenda. put my name down since i have the history
on this one. thankx
let me know what is decided and i'll call the consultant (as well as the interested local parties).
Bob Zarzecki wrote:
JD:
Below is the summary that I wrote up for this variance when creating the "Variances-To-Date"
document. Most of my information came from files held in the Director's office and possibly from our
401 files.
The issue of whether a new variance approval is needed if changes are proposed first came up (that I'm
aware of) with the Falls Village Shopping Center project. They came back to us about a year ago
requesting to flip-flop the location of the constructed wetland with the office buildings. We sent it
around for comments. Everyone agreed that if any changes are made to what was approved, then it
would have to go back to the WQC. Therefore, we told them that they would have to go back to the
WQC. We didn't hear from them again until just two weeks ago. Now they want to increase the
amount of stream/buffer impacts and build townhomes. We told them that they'll need to apply for a
new variance addressing the one previously approved.
I think, however, that if what the WQC approved was not specific (such as the Onslow-Guilford
Development Project in Morrisville in which the EMC only approved the footprint of site
improvements (i.e., fill and grading) for a general high density commercial site), then it would not
necessarily need to go back for approval unless they didn't meet the variance conditions (in the
Onslow-Guilford case, extended detention wetlands to control stormwater from the entire site).
The Willow Place variance was before my time and I don't know the specifics of what was approved,
so can't say whether I think it would require WQC approval. I think we have a 401 file on this.
Filemaker has two projects under Willow Place Townhomes (98-0575 & 99-0328). These files are
most likely in storage out at the ESB Lab.
May 1999 WQC Meeting
1 of 3 11/6/02 1:49 PM
Re: old Neuse buffer variance
10. Willow Place Townhomes, Raleigh
Applicant - Mr. Nelson Law
Basin - Neuse
Summary -fill 465 feet of stream (approximately half of which is perennial) and associated buffers to
construct a 22-unit residential townhome community and stormwater wet detention pond on a 2.92-ac
lot platted prior to the rules and temporarily flood 150 feet of stream and buffer for a dry detention
basin stormwater control structure
Hardship - the property has been zoned.for multi family use since the 1950's and was purchased by
Mr. Law prior to the effective date of'the rule; the proposed impacted stream bisects the property
rendering it unbuildable for its originally intended use
Conditions - stormwater control (wet detention pond and dry detention basin); mitigation payment
into the Wetland Restoration Program for impacts to 260 feet of stream and 260 feet of riparian buffer
nnpact
APPROVED
Jeff Manning wrote:
John,
I have searched the archives for the summaries from 1999 (Boyd and Jennie)
but there is no summary for May. Only the agenda and supporting materials
exist here in the files. I have also searched the tapes, and we have tapes
back to the 1980s, but the May 1999 tapes are missing ---da-da-da!!
So, unless you have them, (in case you borrowed them for some reason way
back when) I do not know where they could be.
On the subject of the variance, if it's a "variance to a variance" without
further impacts--we discussed it (Boyd, Tom, and myself) and think it would
be pretty straightforward to go ahead and present it to the WQC---just so
that you are covered.
Jeff
John Dorney wrote:
> in may 1999 (i know a long time ago!) the WQC approved a variance for
> willow place townhomes. they have since revised their site plan (fewer
> apartment buildings and stormwater plan). todd just finished reviewing
> the stormwater plan and it is fine. the final remaining question is do
> they need a new variance. (i would let bob do this nasty work but he is
> on vacation in costa rica - sucks for us!). anyway can you get a copy
> of the minutes for the meeting (minutes this old are not posted on the
> website) and/or let me listen to the tape so i can figure out if they
> need a new variance. the basic issue Ii.e. change to a site plan
> previously approved by WQC and whether it needs a new variance) has
> never been addressed before.
> bob - please discuss the underlying issue with Jeff and come up with
> some standard language for the WQC and/or each variance so it is clearer
> next time. thankx
> jeff - the locals are (finally) concerned so 1 want to be sure whatever
> we do follows the proper process. the applicant does not object to
2 of 3 11/6/02 1:49 PM
Re: old Neuse buffer variance
> getting another variance although he clearly does not want to! thankx
Jeff Manning
[phone], ext.579
NC Division of Water Quality / Planning
CS Unit httn://h2o.enr.state.nc.us/csu
Jeff Manning
[phone], ext.579
NC Division of Water Quality / Planning
CS Unit http://h2o.enr.state.nc.us/csu
3 of 3 11 /6/02 1:49 PM
Letter of Transmittal
Aiken & Yelle Associates, PA
AYES Professional Engineers & Land Surveyors
3755 Benson Drive
Raleigh, North Carolina 27609
919-877-9992 Fax [phone]
e-mail [e-mail]
To: f?:C-0eNk- Lak-f QUC, LkJ7Date: 1 I Z) D Z
Fed Ex Mail
Hand Delivery
Courier
Attn.: Inn DoroeU Pick-Up e
Subject: Vy,JJ() y PI(te. - ?W? # if vq -0328, 7NMOV? ?Ong
f WATT .
Included: 20 CC_PIC_.S S k ?11 C1dtw e iki lmq ??Cl 0
rbl";ed -W-cplao ?s Rzu?puxJu O corafd
vino r u plan
Comments: PIFMy QIV VAS Ct 06I

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r
Aiken & Yelle Associates, PA
AYES Professional Engineers & Land Surveyors
3755 Benson Drive
Raleigh, North Carolina 27609
Phone: [phone] Fax: [phone]
November 21, 2002
Mr. John Dorney
North Department of Environment and Natural Resources
Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Boulevard
Raleigh, North Carolina 27604-2260
Reference: Variance Request
1207 Willow Street
Willow Place Condominiums
Raleigh, North Carolina
AYES Project 9226MEAD
DWQ # 99-0328
Dear Mr. Dorney:
As you are aware, Aiken & Yelle Associates has resubmitted a revised Stormwater
Management Plan, dated October 26, 2002, to your office for review.
Due to a rezoning that occurred on the subject tract, the developer was required to
resubmit for preliminary subdivision approval from the City of Raleigh. The property
was rezoned with a Neighborhood Overlay district which eliminate the developer's option
to develop as townhomes. A preliminary site plan was approve by the City of Raleigh on
June 6, 2002.
Then changes to our site plan include:
Issue: Previously Approved Site
Plan Current Approved Site
plan
No. of Units 24 16
Dr Detention Pond #1 34,400 CF 44,400 CF
Wet Detention Pond #2 3,917 SF -Surface Area 4,100 SF- Surface area
Dr Detention Pond #3 1,640 CF 2,215 CF
Additionally, in revising this site plan we have reduced the impervious area of the site by
approximately 30%. We do not propose to disturb any additional linear feet of the
unnamed tributary to Cemetery Creek.
Variance Request November 21, 2002
1207 Willow Street Page 2
DWQ # 99-0328
If you have any questions, please contact me at [phone].
Sincerely,
AIKEN & YELLE ASSOCIATES, PA
Harold . Yelle II, P
President
Cc: Glenn Hartman, Meadowlands of Raleigh, L.L.C.
WQC - upcoming agenda items
Subject: WQC - upcoming agenda items
Date: Tue, 05 Nov 2002 16:03:22 -0500
From: Jeff Manning <[e-mail]>
Organization: NC DENR DWQ Planning Branch
To: John Dorney <John.Dorney@ncmai].net>,
"elizabeth.kountis" <[e-mail]>,
Callie Dobson <[e-mail]>, "Tom.Reeder" <[e-mail]>,
"bradley.bennett" <[e-mail]>
CC: "darren.england" <[e-mail]>,
Dennis Ramsey <[e-mail]>,
"boyd.devane" <[e-mail]>,
Jimmie Overton <[e-mail]>,
Dave Goodrich <[e-mail]>,
Shannon Langley <[e-mail]>, Tom Poe <[e-mail]>,
Coleen Sullins <[e-mail]>,
Darlene Kucken <[e-mail]>, Alan Clark <Alan.Clark@ncmai].net>,
Steve Zoufaly <[e-mail]>,
Michelle Woolfolk <MichelIe.Woolfolk@ncmai].net>
The next WQC will be Dec 11. If you have an item for it, please see the due dates at the bottom of this
email. The Mailout is PRIOR to the Thanksgiving holidays. Thanks! If there are any potential WQC
items I don't have here, just let me know.
Here's what I have listed so far for December WQC:
1. Cal lie -Request Approval for Public Meetings for Yadkin River Basinwide Draft Plan (15 min
presentation).
2. Betsy - Request Permission to Notice Rulemaking and Proceed to EMC for Approval of Text for the
Proposed Reclassification of Rocky River's WS-III for Siler City.
3. John - Neuse Buffer Variance: Request for Approval of a Proposed Revision to a May 1999 Approved
Variance for Willow Place Townhomes in Raleigh.
The following items are tentative, pending other actions:
4. Tom (with DHHS rep and EPA rep.) - Review of Proposed MTBE Standard (pending availability of
EPA rep.)
5. ???Staff (or Pete) - Turbidity (Info Item): Update WQC on Joint Meeting of WQC & SCC
representatives (pending the occurrence of the joint meeting).
6. ???Bradley - Request Approval to Send to EMC the Proposed SW Permanent Rule Text (full EMC
would then approve sending the Text to public hearings) (not sure about this one???)
7. ???Staff -Request Permission to Notice Rulemaking Proceedings for 2B .0100, .0200; and 2H.0100,
.1000; for Streamlining the NC Administrative Code in Regard to Stormwater Rules. ( not sure about this
one either???)
If you have an item, the due dates are as follows:
by Nov. 21 c.o.b. --> I need your title and a short, descriptive paragraph for the agenda.
by Monday, Nov. 25 c.o.b. --> I need 18 copies of all attachments or supporting materials for your item.
Thanks.
Jeff
733-5083, ext. 579
I of 2 11/6/02 2:40 PM
1 A TF Michael F. Easley, Governor
9 William G. Ross Jr., Secretary
O'C? pG North Carolina Department of Environment and Natural Resources
r Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]
I Fax #: [phone]
Fax To: Fax #: l
Company: Date: 1 ,? (0
Number of pages including cover sheet: c t
Notes or special instructions:

Division of Water Quality, 401 Wetlands Certification Unit,
"-rvice Center, Raleigh, NC 27699-1650 (Mailing Address)
Raleigh, NC 27604-2260 (Location)
'^-733-6893 (fax), (http://h2o.ear.state.nc.us/ncwetiands
i

?01
4011111?
Official Agenda - May 28, 2002, 9:00 AM
City of Raleigh Planning Commission
Room 201, City Council Chambers, Avery Upchurch Municipal Complex
COUNCIL CHAMBER IS ASSISTIVE LISTENING SYSTEM EQUIPPED. DEAF AND HEARING IMPAIRED
PERSONS NEEDING INTERPRETER SERVICES SHOULD PROVIDE 48 HOUR NOTICE BY CALLNG 890-
3011 (VOICE) AND 890-3107 (TDD).
1. INVOCATION
2. OLD BUSINESS
i/ A. TEXT CHANGE COMMITTEE REPORT
1. TC-3-02 - Impervious Surface Transfers
't-/B. STRATEGIC PLANNING COMMITTEE REPORT
1. Z-12-02-Peace Street, south and north side, which extends east of West Park Drive,
**(Pigeon House) (VSPP)/SSP- 1 -02 - Peace Street Streetscape and Parking Plan
/2. Strategic Plan Work Program
C. DEFERRED ITEMS
?1. Z-14-02 - Lynn Road, north side, east of Lead Mine Road, Conditional Use **(Mine
Creek)
V2. SP-29-02 Willow Place Condominiums
m to'. i derv a
3. SP-32-02 - Achievement School Expansion
3. NEW BUSINESS
A. Z-12-01 Wade Avenue and Oberlin Road - Request for Waiver of the 2-Year Waiting
Period
B. PUBLIC HEARING REFFERALS
1. Z-26-02-South Bloodworth Street, southeast quadrant of the intersection of East
Cabarrus Street, Conditional Use **(Walnut Creek)
2. *+Z-27-02-Wade Avenue, southwest quadrant of the intersection of Edwards Mill
Road, expanding westerly to I-40, Conditional Use **(Richland Creek) / MP-1-02
Colonial Town Park

000?
Pending Items: None
Text Change Committee - Tuesday, June 18, 2002 - 9:00 AM - Room 303.
Pending Items:
Carwashes Adjacent to Residential
Wall Signs located on Tall Buildings
Investigation of Neighborhood Nuisance Laws
Transit/Land Use Committee - No meeting scheduled.
Pending Items: None
Deferred Items:
Pending Items:
S-86-00 -Ashland Street Infill (PC 5/8/01)
Floodway/Floodway Fringe Regulations - Other Cities (Referred from City Council) (PC
2/12/02)
Z-70-01 - East Edenton Street, north side, east of North East Street **(Pigeon House)
Z-1-02 - Garner Road, east side, north of Northview Street ** (Walnut Creek) (PC1/22/02)
CP-33-01 - Ruritania Street Collector Addition
SP-108-02 - Fred Anderson Toyota Expansion (PC 4-23-02)
SP-23-02 - Covenant Church of Raleigh Expansion (PC5/14/02)
****NOTE: PUBLIC HEARING ITEMS WILL BE HEARD AFTER 10:00 A.M.**'*

29 April 2002
Wetlands Restoration Department
2321 Crabtree Blvd.
Raleigh, NC 27604
Dear John Dorney:
It has come to my attention that the developers of Willow Place Condominiums have
changed the design of the project for which they received a 401 Water Quality
Certification in 1999 (at the time it was called Willow Place Townhomes). It is my
understanding that they must re-apply to your office and submit their new designs to
you for your approval. To my knowledge this has not been done. Enclosed you will
find a copy of the plan I was given by the developer which gives a general idea of
what they are intending.
Please keep me informed of all correspondence to and from your office regarding this
situation! I will distribute copies of any information you forward to me to other
members of the community who are interested in this situation and it's progress.
Thanks so much for your time!
R spectfull ours Q eidi Mi r
613 Edmund Street
Raleigh, NC 27604
839-8131
ot UN
? r
May 4, 2002
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Mr. Nelson Law
2080 Pine Cone Lane
Atlanta, Georgia 30319
Dear Mr. Law:
RE: Willow Place Townhomes (Willow Place Condominiums)
Wake County
DWQ # 99-0328
ca
As you know, on June 18, 1999 the N.C. Division of Water Quality issued an approval to you to impact
a stream and associated stream buffers in order to construct the Willow Place Townhomes at Willow Street
(near Edmund Street) in Raleigh, NC. We also understand that you may have sold the property to another
party to develop. If this is the case, please forward this letter to the new owners so that they are aware of the
concerns expressed in this letter.
The approval that was issued was for the design in your application dated March 31, 1999 and then
approved by the Water Quality Committee of the Environmental Management Commission at their May12,
1999 meeting. The approval stated in paragraph two that "This approval is only valid for the purpose and
design that you described in your application except as modified below. If you change your project, you must
notify us and you may be required to send us a new application for a new certification. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions." We understand that approval for a modified design (dated October 20, 2001 as
prepared by Mid-Atlantic Associates) is now being sought with the City of Raleigh and that this redesign also
results in a new design for the stormwater management plan approved by DWQ (as prepared by Aiken and
Yelle dated April 21, 1999). Please be aware that we have not received notification of these changes and
therefore any design other than that approved by DWQ in our June 18, 1999 Certification is not necessarily
acceptable to DWQ.
Please contact me at 919-733-9646 to discuss this matter or have the new owners contact me at this
number. Thank you in advance for your cooperation.
'nD'oy
Superv' or Wetlands/4 U it
Cc: John Cooke; Womble, Carlyle, Sandrid and Rice, P.O. Box 831, Raleigh, NC 27602
Edward Bedford; First American Land, 2521-134 Schieff fin Road, Apex, NC 27502
Mid-Atlantic Associates, 409 Rogers View Court, Raleigh, NC 27610
Steve Mitchell, DWQ Raleigh Regional Office
File copy
Central files
Kenneth Jesneck; Aiken and Yelle, 3755 Benson Drive, Raleigh, NC 27609
Todd St. John, DWQ Wetlands Unit
Bill Brower; City of Raleigh, P.O. Box 590, Raleigh, NC 27602
Heidi Miller, 613 Edmund Street, Raleigh, NC 27604
N
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
wnnam u. Koss Jr., Secretary
North Carolina Department of EnvironmenLapd Natural Resources
ty. Thorpg, D.
Acting Dlr or
??Nlsion of Water Qu lity
Ist American Land
BUILDER ¦ DEVELOPER ¦ BROKER
September 13, 1999
s
SP 2 0 lc?qs
?r
John Dorney
Wetlands/401 Unit
4401 Reedy Creek Road
Raleigh, NC 27607
RE: Willow Place Townhomes
Wake County
DWQ #990328
Dear Mr. Dorney:
This firm is attempting to assist Nelson Law in selling his Willow Place
Townhome Property. Mr. Law is currently unemployed and had contracted to sell the
property but that contract fell through. He is negotiating with potential new buyers,
but funds will not be available until late this year.
We are writing on his behalf to request a sixty day extension of the current
October 19, 1999 deadline for payment to the NC Wetlands Restoration Program.
Unless this extension is granted it is quite likely that the entire project will fall apart
and he may wind up filing for bankruptcy.
Thank you for your consideration of this request.
Yours truly,
Edward J. Bedford
General Counsel
2521-134 Schieffelin Road
Apex, NC 27502
[phone] ? [phone] Fax

July 23, 1999
J\\t1'\y1_'Nr
Nelson Law
2080 Pine Cone Lane
Atlanta, GA 30319
Mr. Kerr T. Stevens
NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
Dear Mr. Stevens,
iy N V
)R'
In response to your letter dated June 18, 1999, I have indeed
chosen to contribute to the Wetland Restoration Program.
However, due to circumstances beyond my control, I am unable to
make this payment at this time. I do, of course, understand
that no fill shall occur on the site until the compensatory
mitigation is paid. Therefore, I request an extension of
time for the length of two months from the date of this letter
to make this contribution to the Wetlands Restoration Program.
If you have any questions, please contact me at 404-486-8913.
Sincerely,
rZA Nelson Law
cc: Ken Jesnick
John Cooke
John Dorney
t
.l A4
AK 9 19(

L3755 en & Yelle Associates, PA
AYES ssional Engineers & Land Surveyors
Benson Drive
Raleigh, North Carolina 27609
Mr. John Dorney June 1, 1999
Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Reference: Perennial Stream Length
Willow Place T ownhomes
Raleigh, North Carolina
DWQ Number: 980575
Dear Mr. Dorney:
As was discussed after the EMC meeting, Aiken & Yelle Associates, PA is forwarding to
you the lengths of the perennial stream being impacted by the proposed project. The total
length of impact to the stream is approximately 487 feet; however, only 260 feet has been
identified as perennial or intermittent. 10
If you have any questions, please contact me at [phone].
A
Cc: Nelson Law
Christine Odom - Womble Carlyle Sandridge & Rice, Raleigh, North Carolina
Sincerely,
AGENDA
EMC WATER QUALITY COMMITTEE MEETING
May 12,1999
Ground Floor Hearing Room
12 Noon - 2:00 PM
Executive Order No. 127 mandates that the Chair inquires as to whether any member knows of any known conflict of interest or
appearance of conflict with respect to matters before the Commission. If any member knows of a conflict of interest or appearance of
conflict, please so state at this time.
Opening Comments Chairman Peterson
1. Request for Permission to Proceed to Public Hearing on the Triennial Review of
Water Quality Standards and Classifications. - (Action Item) (Dianne Reid)
Every three years, the State is required by the Clean Water Act to review its surface
water quality standards and classifications to determine if changes are needed and, if
necessary, to make those changes. In an effort to have more public participation early in
the process, the Division formed a Triennial Review Advisory committee (TRAC). The
Committee has met during 1997 and 1998 and have recommended that several rule
changes be considered. Attached is the package of proposed changes. The Committee
will be asked to send the proposed rules to the EMC with a recommendation that they be
allowed to take them out to public hearing this summer.
2. Recommendation to the EMC for Approval of the Final Water Quality Basinwide
Plan for the Lumber River (Action Item)(Darlene Kucken)
The draft Lumber River Basinwide Plan was approved by the Water Quality Committee
in December 1998 to be taken to public meetings. Public meetings were held in
Lumberton and Bolivia on February 25, 1999. Minor revisions were made to the draft
plan based on comments. Copies of the plans with summaries of the public meetings
and written comments were earlier sent to each EMC in a separate mailing. It is
recommended that the Lumber River Basinwide Plan be sent to the EMC at the next
day's meeting with a recommendation that it be approved and endorsed.
3. Consideration of a Request for a Variance From the Neuse River Riparian Area
Protection Rule - (Action Item) (John Dorney) %15.
Willow Place Townhomes - This is a proposed residential evelopment in Raleigh on a
2.92 acre tract of land which has been zoned for multif ily use since the 1950's and
A A stream and its ass ciated forested buffer are located
lengthwise through the center of the parcel. About feet of stream would be
culverted and 150 feet would be temporarily flooded by the dry detention basin. About
half of the stream has been determined to be perennial by DWQ staff based on aquatic
life. The surrounding neighborhood is developed into single family residential homes
and an elementary school. Site plan approval by the city occurred in October 1997 after
?
05/06/99
(OVER)
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Mr. John Cooke
Womble Carlyle Sandridge and Rice
P.O. Box 831
Raleigh, NC 27602
Dear Mr. Cooke:
A
NCDENR
Division of Water Quality
April 19, 1999
Subject: Willow Place Townhomes Variance Request
DWQ Project No. 990328
Wake County
Wetlands Unit staff reviewed the Neuse Buffer Rules Variance Request for the subject project and
determined that additional information is necessary to complete the technical review process. The required
additional information is as follows:
Permanent Water Quality Pool, Temporary Water Quality Pool
The submitted plans do not agree with the submitted Wet Detention Worksheet in regards to the
pond bottom elevations. The Worksheet indicates a depth of 234 feet elevation and the plans show a
depth of 236 feet elevation. Please provide plan details to show the proper depth.
The temporary water quality pool does not appear to be sized to detain the runoff volume from one
inch of rain. The outlet device for this temporary pool shall control the draw down to the permanent
pool level such that the draw down period is between 48 to 120 hours. Reference NCDENR
Stonmvater Best Management Practices Manual, November 1995.
2. Forebay
All stormwater wet detention basins are required to have a forebay to facilitate TSS removal. The
forebay should be approximately 20% of the total basin volume. Reference NCDENR Stormwater
Best Management Practices Manual, November 1995, page 4, item Le. Please revise the
engineering plans to meet this requirement.
Nutrient Removal Capabilities
Part 3, no. 6 of the Variance Request Application contains information regarding the nitrogen
removal capabilities of both the proposed wet pond and dry pond. The information provided
indicates that the nitrogen removal capability of the dry pond is similar to that of the wet pond.
Please provide information to establish the proposed removal efficiencies.
Mitigation
We also understand that you have agreed to contribute to the North Carolina Wetlands Restoration
Program for compensatory stream mitigation. Please confirm this in your response.
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
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North Caarolina
May 10, 1999
Mr. John C. Cooke
Womble Carlye Sandridge and Rice
P.O. Box 831
Raleigh, N.C. 27602
RE: Willow Place Townhomes - Case No. S-73-97
Dear Mr. Cooke:
Willow Place Townhomes was approved by City Council on
October 8, 1997. The approval consisted of 24 units in four
buildings on 2.92 acres, zoned Residential-10 (permitting up to
10 units per acre). The overall approved density is 8.22 units
per acre.
By virtue of approval of this project, the Council found it
met all minimum City requirements and council resolutions. Given
the conditions of approval, a multifamily townhouse development
was deemed appropriate for this site. Conditions of approval
included a variance granted to the street width which allows for
a public street extension into the property, enabling safe
vehicular access for a multifamily complex. In addition, a
waiver to the minimum distances between buildings was granted,
based on additional landscaping, such that multifamily buildings
could be sited within the relatively narrow lot. Stormwater
mitigation has also been included in the design.
The City's Comprehensive Plan includes polices for guiding
residential growth within the City's jurisdiction. In reference
to this general area (designated as the East District), the Plan
makes the following statement under the Urban Form and Land Use
section which is relevant to this project: " Encouraging infill
in this district can reduce urban sprawl and enhance the living
environment. To coordinate these infill efforts, neighborhood
planning should be used to stabilize and revitalize the
OFFICES - 222 WEST HARGETT STREET - POST OFFICE BOX 590 - RALEIGH, NORTH CAROLINA 27602
Recycled Paper
0

existing neighborhoods. Higher density residential developments
which should be favored as transitional uses can provide
affordable housing, especially in transit corridors."
If you need any further information please do not hesitate
to contact our office.
SincerelyVa William R ale
Assistant Planni Director
cc: Carolyn Misch

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City Of Raleigh
-North 60arolina
May 10, 1999
Mr. John C. Cooke
Womble Carlye Sandridge and Rice
P.O. Box 831
Raleigh, N.C. 27602
RE: Willow Place Townhomes - Case No. S-73-97
Dear Mr. Cooke:
Willow Place Townhomes was approved by City Council on
October 8, 1997. The approval consisted of 24 units in four
buildings on 2.92 acres, zoned Residential-10 (permitting up to
10 units per acre). The overall approved density is 8.22 units
per acre.
By virtue of approval of this project, the Council found it
met all minimum City requirements and Council resolutions. Given
the conditions of approval, a multifamily townhouse development
was deemed appropriate for this site. Conditions of approval
included a variance granted to the street width which allows for
a public street extension into the property, enabling safe
vehicular access for a multifamily complex. In addition, a
waiver to the minimum distances between buildings was granted,
based on additional landscaping, such that multifamily buildings
could be sited within the relatively narrow lot. Stormwater
mitigation has also been included in the design.
The City's Comprehensive Plan includes polices for guiding
residential growth within the City's jurisdiction. In reference
to this general area (designated as the East District), the Plan
makes the following statement under the Urban Form and Land Use
section which is relevant to this project: ^ Encouraging infill
in this district can reduce urban sprawl and enhance the living
environment. To coordinate these inf ill efforts, neighborhood
planning should be used to stabilize and revitalize the
OFFICES - 222 WEST HARGETT STREET - POST OFFICE BOX 590 - RALEIGH, NORTH CAROLINA 27602
Recycled Paper

existing neighborhoods. Higher density residential developments
which should be favored as transitional uses can provide
affordable housing, especially in transit corridors."
If you need any further information please do not hesitate
to contact our office.
Sincerely,
William R ea ale
Assistant Planni Director
cc: Carolyn Misch

Re: willow place townhomes variance
Subject: Re: willow place two, nhomes variance
Date: Wed, 05 May 1999 ! 3:38:45 -0400
From: "Annette Lucas" <ai [e-mail]. nc.us> Internal
To: John Dorney <john_,![e-mail]>
CC: Danny Smith <Dann [e-mail]>, [e-mail]. nc.us,
Dennis Ramsey <dci [e-mail]>,
Greg Thorpe <greg_ !![e-mail]>
Although I don't think tl s project is a particularly good idea, I do think
it meets the requirement: 'o receive a variance and I do think they have
done an adequate (actual-!, pretty good) job of showing that water quality
will be protected. Thei, analysis is better than most we have seen thus
far.
John Dorney wrote:
> please give me your cor casts with respect to this variance so i can
> present DWQ staff posit on to WQC next week. my position is that we
> should support the var nce (albiet reluctantly). they have no
> practical alternative , ,en the shape of parcel, long-term ownership and
> zoning, and conditions :Or stormwater management (quantity and quality)
> and stream mitigation. please advise by next monday. thankx
lof l
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Stey
WQ Supervisor: Ken Sc lister
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Willow Place Townhomes
Project Number 99 0328
Recvd From APP
Received Date 3/31/99 Recvd By Region 4/20/99
Project Type
County Wake
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
nbr Stream P7 O N 27-33-18-2 I 7 NSW 30,402. r- 400.00
F_ F0 _Y F
Mitigation
MitigationType
Is
Provia,
iet
J N Did you request more info? O Y O N
..;onditions Been Discussed With Applicant? O Y ON
N Recommendation: 10 Issue O Issue/Cond O Deny
.tide (ddmmss) 35 47 35
Longitude (ddmmss) 78 37 27
Commen.
This eject , as applied for a variance The feature is not represented on the USCS, but is
intermittent on the Soils map Proposal includes a wet detention pond downstream to collect and
rani ira pollutants based on RMP's and a dry detention pond upstream to reduce peak storm flow.
arc: Regional Office
r;entral Office Page Number 1
i
99-0328
Subject: 99-0328
Date: Wed, 5 May 1, 99 10:48:59 EST
From: "Steven R. Mi, hell" <Steve_Mitchell @rro.enr.state.nc.us>
Organization: DENR - Ralci A Regional Office
To: todd_stjohn(l 1 'o.eni-.state.nc.us
Willow Place Townhomes riance Request/Staff Report
Issue. Has wet and dry 1ention basins.
I of I t ?& 5/5/99 4:12 PM
04/130/99 11:12 FAX
WOMBLE
CAR.LYLE
SANDR.IDGE
icE
A PROFES9rowu. L MMW
UABIUIY COMPANY
fa 001
ATLANTA
CHARLOTTE
RALEIGH
RESEARCH TRIANGLE PARK
WASHINGTON, D.C.
WINSTON-SALEM
FACSIMILE
From: Christine Carlisle Odom
Direct Dial: [phone]
Direct Fax: [phone]
E-Mail: [e-mail]
Attorney Number: 1278
CLIENT/
DATE: 04/30/99 MATTER 38900.001.0
P,4GES: 1
TO: John Dome PHONE: FOIX: 733-9959
? Urgent For Review ? Please Comment X Please Reply 0 Please Recycle
CONFIDENTIAL AND PNWLEGEb: The information contained in 1,Uv facsimile is prMleged and confidential information intended for
the sole use of the addressee. If the reader of this facsimile is not the iWended recipisM, or the employee or agent responsible for
delivering it to the intended reelplent you are hereby naffled that any dissemination, diarl&tton or copying of this communteation is
strictly prohibited If you have received this FAX in error, please immediately notify the person listed above, and return dw original
mesNogt by mail to the sender at the address listed above. Please call the following numbim ifthe message you receive is incomplete or not
legible: [phone] ext. 6201.
Re: Nelson Lair Variance Request Application = Willow Phice Townhomes, Raleigh
:Dear John:
In preparing for the Variance Request hearing before the Water Quality Committee (WQC), I put a
phone call into Todd St. Jobn to make sure that our application is in order. I understand that he is out
of the office until May 7, 1999, and thus, need to put these questions to you.
First, when, what time and where will the meeting of the WQC be held?
Second, what members of the EMC sit on the WQC committee? May we get a copy of the agenda for
the committee meeting?
Third, what procedures, if there are any formal procedures, does the WQC follow in regard to
variance requests?
Thank you very much for responding to these questions. If email would be easier for you, my email
address is. [e-mail]
Finally, having met all of the conditions raised by the staff upon their review of our preliminary
application, we assume that we will receive the staffs approval with the conditions that Mr. Law has
already agreed to (401 compliance and wetlands mitigation payintwt).
Thank you for your assistance on this matter, Christine
P.O. Box 331 Raleigh, NC 27602 Telephone (91!x)155.2100 Fax: [phone]
f?
State of North Carolina
Department of Environment
and Natural Resources A42 0
IT J
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
NCDENR
Division of Water Quality
April 16, 1999
Mr. John Cooke /n
Womble Carlyle Sandridge and Rice ?j
P.O. Box 831
Raleigh, NC 27602
Subject: Willow Place Townhomes Variance Request
DWQ Project No. 990328
Wake County
Dear Mr. Cooke:
The Wetlands Unit staff reviewed the Neuse Buffer Rules Variance Request for the subject project and
determined that additional information is necessary to complete the technical review process. The required
additional information is as follows:
Permanent Water Quality Pool and Temporary Water Quality Pool
The submitted plans do not agree with the Wet Detention Worksheet in regards to the pond bottom
elevations. The Worksheet indicates a depth of 234 feet and the plans show a depth of 236 feet.
Please provide plan details to show the proper pond depth.
The temporary water quality pool does not appear to be sized to detain the runoff volume from one
inch of rain. The outlet device for this temporary pool shall control the draw down to the permanent
pool level such that the draw down period is between 48 to 120 hours. Reference the NCDENR
Stormwater Best Management Practices Manual, November 1995.
2. Forebay
All Stormwater wet detention basins are required to have a forebay to facilitate TSS removal. The
forebay should be approximately 20% of the total basin volume. Reference NCDENR Stormwater
Best Management Practices Manual, November 1995, page 4, item Le. Please revise the
engineering plans to meet this requirement.
Nutrient Removal Capabilities
Part 3, no. 6 of the Variance Request contains information regarding the nitrogen removal
capabilities of both the wet pond and dry pond. The information provided indicates that the nitrogen
removal capabilities of the dry pond are similar to those of the wet pond. Please provide information
to establish these removal efficiencies.
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
WOMBLE
CARLYLE
SANDRIDGE
& RICE
I Mill I l(0%1111)
150 PayetwNille Strect Mall, Suite 2100
Raleigh, NC 27601
Moiling Address:
Post Office Box 831
Raleigh, NC 27602
Telephone: (919) 7SS-2100
Fax: (919) 75S-2150
Wch site svww.v%CSr.Con)
April 5, 1999
Mr. John Dorney
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Re: Willow Place Townhomes, Downtown Raleigh, N.C.
Nelson Law, Owner
Preliminary Variance Request Application Form and Accompanying Materials
DWQ Number: 980575
Dear John:
Please find enclosed an original executed certification for the Variance Application
submitted on behalf of Mr. Nelson Law. As you confirmed in your conversation with John
Cooke, we hand delivered and you received Mr. Law's Variance Request Application on
Wednesday, March 31, 1999. We look forward to receiving the staffs comments on the
preliminary application by Wednesday, April 14, 1999.
Thank you for your assistance in this matter. If you should have any questions, please do
not hesitate to contact me.
Very truly yours,
WOMBLE CARLYLE SANDRIDGE & RICE
A Professional Limited Liability Company
Christine Carlisle Odom
Enclosure
cc: Nelson Law (w/o enclosure)
Harold Yelle (w/o enclosure)

-mai
Christine Carlisle OOom
153
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R292212.1
ATLANTA / CHARLOTTP / RALEIGH / RESEARCH TRIANGLE PARK / WASHINGTON D.C. / WINSTON-SALEM
03/29/99sI* W AX ?.' ,.. ?oUZiOVZ
?Part De i ?Wstr ions
By your si! flatu of this application, you certify that a3 structural stormwater best
manltgeme required by this variance shall be located in recorded stennmter
eaaei+atnls,` a t s o n sements will run with the land, that thweasements cannot be changed or
deleted out concurrence from the State, and that the easements will be recorded prior to the
sale of {i"V lot.
Part 6: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that they may provide
information on. your behalf, please complete this section:
Designated agent (individual or firm):
Mailing address:
City, State, Zip.
Telephone:
Fa)c
Email:
Part 7: Applicant's Certification
I, -e 1507 G fI ,?-J (print or type name of person
listed in Part I, Item 2), certify that the information included on this permit application form is
correct, that the project will be constructed in conformance with the approved plans and that the
deed restrictions in accordance with Part 5 of this form will be recorded with all required permit
conditions.
Signature:
Date:
Title:
Varianoe Request Form, page 5
Version 1: September 1998
Storm Water Calculations
Willow Place Townhomes
Included:
1. Pipe Sizing Calculations with runoff coefficients, drainage areas, and flows.
2. Pipe sizing based on slope and flows.
3. Drainage areas delineated for storm water structures.

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DII2SMH13.txt
Manning Pipe Calculator
Given Input Data:
Shape ........................... Circular
Solving for ..................... Depth of Flow
Diameter ........................ 12.00 in
Flowrate ........................ 2.250 cfs
Slope ........................... 0.060 0 ft/ft
Manning's n ..................... 0.012 5
Computed Results:
Depth ........................... 4.07 in
Area ............................ 0.79 ft2
Wetted Area ..................... 0.23 ft2
Wetted Perimeter ................ 14.92 in
Perimeter ....................... 37.70 in
Velocity ........................ 9.58 fps
Hydraulic Radius ................ 2.27 in
Percent Full .................... 33.93 0
Full flow Flowrate .............. 9.076 cfs
Full flow velocity .............. 11.56 fps
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
on
7.70 in
0.0067 ft/ft
4 .23 fps
0.53 ft2
22.30 in
3.44 in
11.51 in
1.77 ft
0.96 ft
3.39
Supercritical
Page 1
SMHI3FES14.txt
Manning Pipe Calculator
Given Input Data:
Shape ........................... Circular
Solving for ..................... Depth of Flow
Diameter ........................ 12.00 in
Flowrate ........................ 2.250 cfs
Slope ........................... 0.005 0 ft/ft
Manning's n ..................... 0.012 5
Computed Results:
Depth ........................... 8.57 in
Area ............................ 0.79 ft2
Wetted Area ..................... 0.60 ft2
Wetted Perimeter ................ 24.15 in
Perimeter ....................... 37.70 in
Velocity ........................ 3.75 fps
Hydraulic Radius ................ 3.58 in
Percent Full .................... 71.39 0
Full flow Flowrate .............. 2.620 cfs
Full flow velocity .............. 3.34 fps
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
on
7.70 in
0.0067 ft/ft
4.23 fps
0.53 ft2
22.30 in
3.44 in
11.51 in
0.93 ft
0.96 ft
0.81
Subcritical
Page 1
SMH3SMH8.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
36.00 in
62.000 cfs
0.0086 ft/ft
0.0125
28.40 in
7.07 ft2
5.98 ft2
78.72 in
113.10 in
10.37 fps
10.94 in
78.89 %
64.328 cfs
9.10 fps
on
30.44 in
0.0076 ft/ft
9.73 fps
6.37 ft2
84.02 in
10.93 in
26.02 in
4.04 ft
3.80 ft
1.17
Supercritical
I4ehbwk; A ?E1 74 c: /, 4 3 x, 3 = 4.3 DK

Page 1
SMH8SMH9.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Circular
Depth of Flow
36.00 in
64.330 cfs
0.0098 ft/ft
0.0125
27.65 in
7.07 ft2
5.83 ft2
76.92 in
113.10 in
11.04 fps
10.91 in
76.81 0
68.669 cfs
9.71 fps
Critical Information
Critical depth .................. 30.90 in
Critical slope .................. 0.008 0 ft/ft
Critical velocity ............... 9.96 fps
Critical area ................... 6.46 ft2
Critical perimeter .............. 85.31 in
Critical hydraulic radius ....... 10.90 in
Critical top width .............. 25.11 in
Specific energy ................. 4.20 ft
Minimum energy .................. 3.86 ft
Froude n umber ................... 1.28
Flow con dition .................. Super critical
r Z I ?? X /
?? S 34 o rL
Page 1
SMH9SMH10.txt
Manning Pipe Calculator
Given Input Data:
Shape .....
Solving for
Diameter
Flowrate ..
Slope .....
Manning's n
Computed Results:
Circular
Depth of Flow
36.00 in
64.330 cfs
0.0098 ft/ft
0.0125
Depth ........................... 27.65 in
Area ............................ 7.07 ft2
Wetted Area ..................... 5.83 ft2
Wetted Perimeter ................ 76.92 in
Perimeter ....................... 113.1 0 in
Velocity ........................ 11.04 fps
Hydraulic Radius ................ 10.91 in
Percent Full .................... 76.81 %
Full flow Flowrate .............. 68.66 9 cfs
Full flow velocity .............. 9.71 fps
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
on
30.90 in
0.0080 ft/ft
9.96 fps
6.46 ft2
85.31 in
10.90 in
25.11 in
4.20 ft
3.86 ft
1.28
Supercritical
?`' {Jr?S2-- OTIi ?8 X 3 Ste, 3q
'
lit? ?? I 1 40
Page 1
SMHI0FES11.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Circular
Depth of Flow
42.00 in
64.330 cfs
0.0050 ft/ft
0.0125
30.28 in
9.62 ft2
7.43 ft2
85.20 in
131.95 in
8.66 fps
12.55 in
72.10 0
73.988 cfs
7.69 fps
Critical Information
Critical depth .................. 30.17 in
Critical slope .................. 0.005 0 ft/ft
Critical velocity ............... 8.70 fps
Critical area ................... 7.40 ft2
Critical perimeter .............. 84.96 in
Critical hydraulic radius ....... 12.54 in
Critical top width .............. 37.78 in
Specific energy ................. 3.69 ft
Minimum energy .................. 3.77 ft
Froude n umber ................... 0.99
Flow con dition .................. Subcr itical
Hc?Dw ?u--p- -? -,? = l,zZ x, az/L Z 4,Z7
Page 1
HWISMH8.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
0.690 cfs
0.0800 ft/ft
0.0125
2.09 in
0.79 ft2
0.09 ft2
10.32 in
37.70 in
7.55 fps
1.28 in
17.39 0
10.480 cfs
13.34 fps
on
4.16 in
0.0052 ft/ft
2.86 fps
0.24 ft2
15.10 in
2.30 in
11.42 in
1.06 ft
0.52 ft
3.83
Supercritical
Page 1
CB6CB7.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
1.110 cfs
0.0050 ft/ft
0.0125
5.45 in
0.79 ft2
0.35 ft2
17.75 in
37.70 in
3.20 fps
2.82 in
45.43 0
2.620 cfs
3.34 fps
on
5.32 in
0.0054 ft/ft
3.30 fps
0.34 ft2
17.49 in
2.77 in
11.92 in
0.61 ft
0.67 ft
0.95
bcritica
Page 1
CB7SMH8.txt
Manning Pipe Calculator
Given Input Data:
Shape .....
Solving for
Diameter
Flowrate
Slope .....
Hanning' s n
Circular
Depth of Flow
12.00 in
1.110 cfs
0.0800 ft/ft
0.0125
Computed Results:
Depth ........................... 2.64 in
Area ............................ 0.79 ft2
Wetted Area ..................... 0.13 ft2
Wetted Perimeter ................ 11.71 in
Perimeter ....................... 37.70 in
Velocity ........................ 8.68 fps
Hydraulic Radius ................ 1.57 in
Percent Full .................... 21.98 0
Full flow Flowrate .............. 10.48 0 cfs
Full flow velocity .............. 13.34 fps
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
on
5.32 in
0.0054 ft/ft
3.30 fps
0.34 ft2
17.49 in
2.77 in
11.92 in
1.39 ft
0.67 ft
3.89
Supercritical
L L ?
(o 3 0 I
Page 1
DI10CB5.txt
Manning Pipe Calculator
Given Input Data:
Shape ...........................
Solving for ... .............
Diameter ........................
Flowrate ........................
Slope ...........................
Manning's n .....................
Computed Results:
Depth ...........................
Area ............................
Wetted Area .....................
Wetted Perimeter ................
Perimeter .......................
Velocity ........................
Hydraulic Radius ................
Percent Full ....................
Full flow Flowrate ..............
Full flow velocity ..............
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
3.130 cfs
0.0350 ft/ft
0.0125
5.65 in
0.79 ft2
0.36 ft2
18.16 in
37.70 in
8.60 fps
2.89 in
47.12 0
6.932 cfs
8.83 fps
on
9.10 in
0.0084 ft/ft
4.90 fps
0.64 ft2
25.36 in
3.63 in
10.28 in
1.62 ft
1.14 ft
2.51
Supercritical

Page 1
CB5CB15.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Mannin.g's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
1-4w(b -1.z
Hw = ,, !?-i
Circular
Depth of Flow
15.00 in
5.340 cfs
0.0200 ft/ft
0.0125
8.04 in
1.23 ft2
0.67 ft2
24.65 in
47.12 in
7.97 fps
3.92 in
53.63 0
9.501 cfs
7.74 fps
on
11.24 in
0.0076 ft/ft
5.41 fps
0.99 ft2
31.40 in
4.52 in
13.00 in
1.66 ft
1.41 ft
1.92
Supercritical
Page 1
CBI5FES4.txt
Manning Pipe Calculator
Given Input Data:
Shape ...........................
Solving for .....................
Diameter ........................
Flowrate ........................
Slope ...........................
Manning's n .....................
Computed Results:
Depth ...........................
Area ............................
Wetted Area .....................
Wetted Perimeter ................
Perimeter .......................
Velocity ........................
Hydraulic Radius ................
Percent Full ....................
Full flow Flowrate ..............
Full flow velocity ..............
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
18.00 in
7.000 cfs
0.0050 ft/ft
0.0125
13.43 in
1.77 ft2
1.41 ft2
37.53 in
56.55 in
4.95 fps
5.42 in
74.60 0
7.725 cfs
4.37 fps
an
12.29 in
0.0063 ft/ft
5.44 fps
1.29 ft2
35.02 in
5.29 in
16.75 in
1.50 ft
1.54 ft
0.84
Subcritical
Page 1
X 278.4/
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WOMBLE
CARLYLE Pr
SANDRIDGE
& RICE
A PRO] 17111()\ %I i I %n [1 11
I IAB II ir) ( OMAN)
150 Fayetteville Street Malt, Suite 2100
Raleigh, NC 27601
Moilhig Address:
Post Office Box 831
Raleigh, NC 27602
Telephone: [phone]
Fax: [phone]
Web site: svww.svcsr.coil1
Christine Carlisle Odom
Direct Dial: [phone]
Direct Fax: [phone]
E-mail: CCarlisleOdom a wcsr.com
March 31, 1999
VIA HAND DELIVERY RPRI '
Mr. John Dorney
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Re: Willow Place Townhomes, Downtown Raleigh, N.C.
Nelson Law, Owner
Preliminary Variance Request Application Form and Accompanying Materials
DWQ Number: 980575
Dear John:
Please find enclosed three (3) sets of the Variance Request Application and supporting documents
for the above-referenced project. The Variance Request Form requests that three copies of the application
be submitted, but if the staff needs additional copies, please do not hesitate to let us know and we will
provide them.
As we discussed during our meeting on March 4, 1999, we are submitting this preliminary
application for the staffs review and comment. We understand from our meeting that the staff will
review and provide any comments on the preliminary application to us by Wednesday, April 14, 1999.
The final Variance Application will be due by Wednesday, April 21, 1999, for consideration by the Water
Quality Committee of the Environmental Management Committee during its May meeting (on
approximately May 12, 1999).
Thank you for your assistance in this matter. If you should have any questions, please do not
hesitate to contact me.
Very truly yours,
WOMBLE CARLYLE SANDRIDGE & RICE
A Professional Limited Liability Company
Awt?,?
Christine Carlisle Odom
Enclosures
cc: Nelson Law (w/ enclosures)
Harold Yelle (w/ enclosures)
R292212.1
ATLANTA / CHARLOTTE / RALEIGH / RESEARCH TRIANGLE PARK / WASHINGTON D.C. / WINSTON-SALEM

Storm Water Calculations
Willow Place Townhomes
Included:
1. Pipe Sizing Calculations with runoff coefficients, drainage areas, and flows.
2. Pipe sizing based on slope and flows.
3. Drainage areas delineated for storm water structures.

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DII2SMH13.txt
Manning Pipe Calculator
Given Input Data:
Shape ........................... Circular
Solving for ..................... Depth of Flow
Diameter ........................ 12.00 in
Flowrate ........................ 2.250 cfs
Slope ........................... 0.060 0 ft/ft
Manning's n ..................... 0.012 5
Computed Results:
Depth ........................... 4.07 in
Area ............................ 0.79 ft2
Wetted Area ..................... 0.23 ft2
Wetted Perimeter ................ 14.92 in
Perimeter ....................... 37.70 in
Velocity ........................ 9.58 fps
Hydraulic Radius ................ 2.27 in
Percent Full .................... 33.93 0
Full flow Flowrate .............. 9.076 cfs
Full flow velocity .............. 11.56 fps
Critical Information
Critical depth .................. 7.70 in
Critical slope .................. 0.006 7 ft/ft
Critical velocity ............... 4.23 fps
Critical area ................... 0.53 ft2
Critical perimeter .............. 22.30 in
Critical hydraulic radius ....... 3.44 in
Critical top width .............. 11.51 in
Specific energy ................. 1.77 ft
Minimum energy .................. 0.96 ft
Froude n umber ................... 3.39
Flow condition .................. Super critical
Page 1
SMHI3FES14.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
2.250 cfs
0.0050 ft/ft
0.0125
8.57 in
0.79 ft2
0.60 ft2
24.15 in
37.70 in
3.75 fps
3.58 in
71.39 0
2.620 cfs
3.34 fps
on
7.70 in
0.0067 ft/ft
4.23 fps
0.53 ft2
22.30 in
3.44 in
11.51 in
0.93 ft
0.96 ft
0.81
Subcritical
Page 1
SMH3SMH8.txt
Manning Pipe Calculator
Given Input Data:
Shape .....
Solving for
Diameter
Flowrate
Slope .....
Manning's n
Circular
Depth of Flow
36.00 in
62.000 cfs
0.0086 ft/ft
0.0125
Computed Results:
Depth ........................... 28.40 in
Area ............................ 7.07 ft2
Wetted Area ..................... 5.98 ft2
Wetted Perimeter ................ 78.72 in
Perimeter ....................... 113.1 0 in
Velocity ........................ 10.37 fps
Hydraulic Radius ................ 10.94 in
Percent Full .................... 78.89 %
Full flow Flowrate .............. 64.32 8 cfs
Full flow velocity .............. 9.10 fps
Critical Information
Critical depth .................. 30.44 in
Critical slope .................. 0.007 6 ft/ft
Critical velocity ............... 9.73 fps
Critical area ................... 6.37 ft2
Critical perimeter .............. 84.02 in
Critical hydraulic radius ....... 10.93 in
Critical top width .............. 26.02 in
Specific energy ................. 4.04 ft
Minimum energy .................. 3.80 ft
Froude n umber ................... 1.17
Flow con dition .................. Super critical

Page 1
SMH8SMH9.txt
Manning Pipe Calculator
Given Input Data:
Shape .....
Solving for
Diameter
Flowrate
Slope .....
Manning's n
Circular
Depth of Flow
36.00 in
64.330 cfs
0.0098 ft/ft
0.0125
Computed Results:
Depth ........................... 27.65 in
Area ............................ 7.07 ft2
Wetted Area ..................... 5.83 ft2
Wetted Perimeter ................ 76.92 in
Perimeter ....................... 113.1 0 in
Velocity ........................ 11.04 fps
Hydraulic Radius ................ 10.91 in
Percent Full .................... 76.81 0
Full flow Flowrate .............. 68.66 9 cfs
Full flow velocity .............. 9.71 fps
Critical Information
Critical depth .................. 30.90 in
Critical slope .................. 0.008 0 ft/ft
Critical velocity ............... 9.96 fps
Critical area ................... 6.46 ft2
Critical perimeter .............. 85.31 in
Critical hydraulic radius ....... 10.90 in
Critical top width .............. 25.11 in
Specific energy ................. 4.20 ft
Minimum energy .................. 3.86 ft
Froude n umber ................... 1.28
Flow con dition .................. Super critical
?Z I ,?8 x 3 34 ?o ?L
Page 1
SMH9SMH10.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
36.00 in
64.330 cfs
0.0098 ft/ft
0.0125
27.65 in
7.07 ft2
5.83 ft2
76.92 in
113.10 in
11.04 fps
10.91 in
76.81 0
68.669 cfs
9.71 fps
on
30.90 in
0.0080 ft/ft
9.96 fps
6.46 ft2
85.31 in
10.90 in
25.11 in
4.20 ft
3.86 ft
1.28
Supercritical

(, 4o
Page 1
SMH10FES11.txt
Manning Pipe Calculator
Given Input Data:
Shape .....
Solving for
Diameter
Flowrate
Slope .....
Manning's n
Circular
Depth of Flow
42.00 in
64.330 cfs
0.0050 ft/ft
0.0125
Computed Results:
Depth ........................... 30.28 in
Area ............................ 9.62 ft2
Wetted Area ..................... 7.43 ft2
Wetted Perimeter ................ 85.20 in
Perimeter ....................... 131.9 5 in
Velocity ........................ 8.66 fps
Hydraulic Radius ................ 12.55 in
Percent Full .................... 72.10 0
Full flow Flowrate .............. 73.98 8 cfs
Full flow velocity .............. 7.69 fps
Critical Information
Critical depth .................. 30.17 in
Critical slope .................. 0.005 0 ft/ft
Critical velocity ............... 8.70 fps
Critical area ................... 7.40 ft2
Critical perimeter .............. 84.96 in
Critical hydraulic radius ....... 12.54 in
Critical top width .............. 37.78 in
Specific energy ................. 3.69 ft
Minimum energy .................. 3.77 ft
Froude n umber ................... 0.99
Flow condition .................. Subcr itical
I ttuL,3 ?? ? ? "I = (,zZ x, "Z/L Z 4,z7
Page 1
HWISMH8.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for ......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
0.690 cfs
0.0800 ft/ft
0.0125
2.09 in
0.79 ft2
0.09 ft2
10.32 in
37.70 in
7.55 fps
1.28 in
17.39 0
10.480 cfs
13.34 fps
on
4.16 in
0.0052 ft/ft
2.86 fps
0.24 ft2
15.10 in
2.30 in
11.42 in
1.06 ft
0.52 ft
3.83
Supercritical
Page 1
CB6CB7.txt

Manning Pipe Calculator
Given Input Data:
Shape ........................... Circular
Solving for ..................... Depth of Flow
Diameter ........................ 12.00 in
Flowrate ........................ 1.110 cfs
Slope ........................... 0.0050 ft/ft
Manning's n ..................... 0.0125
Computed Results:
Depth ........................... 5.45 in
Area ............................ 0.79 ft2
Wetted Area ..................... 0.35 ft2
Wetted Perimeter ................ 17.75 in
Perimeter ....................... 37.70 in
Velocity .................... 3.20 fps
Hydraulic Radius ................ 2.82 in
Percent Full .................... 45.43 0
Full flow Flowrate .............. 2.620 cfs
Full flow velocity .............. 3.34 fps
Critical Information
Critical depth .................. 5.32 in
Critical slope .................. 0.0054 ft/ft
Critical velocity ............... 3.30 fps
Critical area ................... 0.34 ft2
Critical perimeter .............. 17.49 in
Critical hydraulic radius ....... 2.77 in
Critical top width .............. 11.92 in
Specific energy ................. 0.61 ft
Minimum energy .................. 0.67 ft
Froude number ................... 0.95
Flow condition .................. bcritica
Page 1
CB7SMH8.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for.......
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
1.110 cfs
0.0800 ft/ft
0.0125
2.64 in
0.79 ft2
0.13 ft2
11.71 in
37.70 in
8.68 fps
1.57 in
21.98 a
10.480 cfs
13.34 fps
on
5.32 in
0.0054 ft/ft
3.30 fps
0.34 ft2
17.49 in
2.77 in
11.92 in
1.39 ft
0.67 ft
3.89
Supercritical
. / 1
o, (o 3 4
Page 1
DI10CB5.txt
Manning Pipe Calculator
Given Input Data:
Shape ............
Solving for .
Diameter .........
Flowrate .........
Slope ............
Manning's n ......
Computed Results:
Depth ............
Area .............
Wetted Area ......
Wetted Perimeter .
Perimeter ........
Velocity .........
Hydraulic Radius .
Percent Full .....
Full flow Flowrate
Full flow velocity
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
Circular
Depth of Flow
12.00 in
3.130 cfs
0.0350 ft/ft
0.0125
5.65 in
0.79 ft2
0.36 ft2
18.16 in
37.70 in
8.60 fps
2.89 in
47.12 0
6.932 cfs
8.83 fps
on
9.10 in
0.0084 ft/ft
4.90 fps
0.64 ft2
25.36 in
3.63 in
10.28 in
1.62 ft
1.14 ft
2.51
Supercritical

Page 1
CB5CB15.txt
Manning Pipe Calculator
Given Input Data:
Shape ...........................
Solving for ...........
Diameter ........................
Flowrate ........................
Slope ...........................
Mannin.g's n .....................
Computed Results:
Depth ...........................
Area ............................
Wetted Area .....................
Wetted Perimeter ................
Perimeter .......................
Velocity ........................
Hydraulic Radius ................
Percent Full ....................
Full flow Flowrate ..............
Full flow velocity ..............
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
wfb
Circular
Depth of Flow
15.00 in
5.340 cfs
0.0200 ft/ft
0.0125
8.04 in
1.23 ft2
0.67 ft2
24.65 in
47.12 in
7.97 fps
3.92 in
53.63 0
9.501 cfs
7.74 fps
on
11.24 in
0.0076 ft/ft
5.41 fps
0.99 ft2
31.40 in
4.52 in
13.00 in
1.66 ft
1.41 ft
1.92
Supercritical
Page 1
CBI5FES4.txt
Manning Pipe Calculator
Given Input Data:
Shape ........................... Circular
Solving for ..................... Depth of Flow
Diameter ........................ 18.00 in
Flowrate ........................ 7.000 cfs
Slope ........................... 0.005 0 ft/ft
Manning's n ..................... 0.012 5
Computed Results:
Depth ........................... 13.43 in
Area ............................ 1.77 ft2
Wetted Area ..................... 1.41 ft2
Wetted Perimeter ................ 37.53 in
Perimeter ....................... 56.55 in
Velocity ........................ 4.95 fps
Hydraulic Radius ................ 5.42 in
Percent Full .................... 74.60 %
Full flow Flowrate .............. 7.725 cfs
Full flow velocity .............. 4.37 fps
Critical Informati
Critical depth ..................
Critical slope ..................
Critical velocity ...............
Critical area ...................
Critical perimeter ..............
Critical hydraulic radius .......
Critical top width ..............
Specific energy .................
Minimum energy ..................
Froude number ...................
Flow condition ..................
on
12.29 in
0.0063 ft/ft
5.44 fps
1.29 ft2
35.02 in
5.29 in
16.75 in
1.50 ft
1.54 ft
0.84
Subcritical
Page 1
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GLASCOCK STREET ~ 1. EXISTING CONDITIONS SURVEY
2. SITE G ING LAYOUT AND
STORM ~ ATER CONTROL SYST
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3. SITE DE MILS
PLANS PREPARED BY MONK DRIVE
Aiken & Yelle Associates, PA
t T ~ ~ Professional Engineers & Land Surveyors
3755 Benson Drive
Raleigh, North Carolina 27609 VICINI MAP
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LEGEND ,F
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® IRON PIPE PROP. CORNER ~•P•F• IRON PIPE FOUND ~ ) ~
a
~ it 1 EX d< PROP. MATER LMr~ IRON PIPE SET ~ ~ ~ W ~l 5
~ ~ ~ I ~ I I EX ~ PROP. SANITARY SEMER lM~ c.cs. CUT CROSS SET ~ d ti' SS .N ;t:
II td tO1. ~ EX. IN~ERGROUlO U1LJ1~S SURFACE DRAINAGE FLOW W ~ .
/ ! ~ II ~ / I II 2 ~ 1 ao v,
~ _ 11 1 ~-JI ~ 1 V ELECTRIC ~ TELEPHONE) U b o q ti ~ PROP. CATCH BASIN ~ m
I II ~ I II EX wIUER VALVE C6~tO ~ ~ ~ W PROP. FLARED END SECTION ~ ~
~ t JI I I - V t EK fNi;E H>fORANT ~ ~ ~
I1 111 - _ I 1 ~ 1 ~ PROP. SPOT EL.(FINISH GRADE) ~ ~ ~ ~ ~ ~ m c :d
i1 1 i~1 1 I y ~ ~ EX SIWTARY SEWER YANIOLE ~ C.O. PROP. SANITARY SEW: CLEANOUT ~ .a > ~ w
1 1 ~ II I 1 i ~ t I ti eo ~ ~ ~ EX. ELEC. CONTROL CABt1ET ~ ~ q A
I ~ ~ EXIST I f ~ I I I I DWEWNG Q PROP. WATER METER ~ ~ ~ j;
I 11 I N F 1 / II ¦ EX. IEtEP~lO~E PEDISTAL s o o W ' PROP. WATER VALVE q a Z ~
1 Il . \ 11714.13-14.4672 1 ~ I~ 1 \ ~ - I 11 ~ ST~AUGHN BENNETT A. c ~ EX I.IGIiT POLE o ,
fi II ~ "ZONING R-10 ~ oa ~ ~ PROP. FlRE HYDRANT sv y
III ~ ~ 1 ~ I ~ i ~ , 1 ~ ~ EX CATCH BASIN m ~ • 0 ~A CO P PROP. WATER VALVE & ~ ; R'
~ I1 ~ ~ ~ I L \ ~ -moo ~ ~ ~ a ~ 4;,,~~ ~A. _ EX 10' CONTOUR INTERVAL BLOW OFF ASSEMBLY ~fl`',r`_~,
- ~ ~ x 1 1 i r1 ~ -.ror ,a
~ w I J \ ~ ~ ~ ~ ~ ~ >r? ~ ~ ~ ! Ex r CONTOUR NTERVAL ,w•~„p,
~ ~ \ ~ ~I \ 1 II z ~ wl ~ \ ~ ~ w to I ~ Ex woods Lnr>E
Q 1 1 ~
l 1 ~ 'I \ I I I N F EX GUARD RAIL
?I x T, IIIW EXlsr I ~ JURI TIONAL BOUN Y K COUNTY DEPARTMENT OF EDUCATION s; r`;;.
W ~ l - ~ ~ \ WA E 1 I1 v, ! ~wEmNC- J ~ ~ ~ ~ \ 1 i ~ I 1 - I ~ - N F ~ / ~ ~ ~ OF STREAM EMMA CONN ELEMENTARY SCHOOL yy I.: Y:
I / ~ / \ 1 I1 - \ 1 "PI i III I I 1714.1 4.456i• ~ i~
I. _ ~ ~ rl 11 PI ~ ~ I r RRIS, TH`E' Q. ~ 1 S Vii'',.
tl ~ ~ B 111 I ZONI -10 ~ ~ ~ ` ~ 1, 1 \ ~'ti'.a
I ~ ~ ~ ~ ~ a E ~ ~ I _ ~ 38 ~5 ~ ~ ~ \ I ~ ~ ~ L F
Q Q ~r°
I ~ ~ ~ ~ ~ ~ ~ NEUSE RIVER I \ ~ ~ ~ ~ ~ ~ sa ~ RIPARIAN BUFFS 1SE RIVER M ~ tl A'' PUFFER . „ ~ ; ANB }09~ a
~ ~ ~ ~ ~ N •5`08 W \ ~ 1 I . ~ ~ ~ ~ ~ N73 18 W ~ ~ 1 N Ol a;y
I ~ ui~r~- x 4t oa 4 Q W Q~ 5~ M ~~s:;
I I EX 39 B B ~ ` \ CURB AND GUTTER ~ \ J. \ \ ~ ~ ~ i U Q w l l ti~.,,.: ~ U N ~ ~MM
~ I 1 STREET \ ~ " ~ \ 0.09 A ES ~ ~ ~ ~ N71 7 53 W ~ ~ \ , ~ ~ OF STREAM ;n,;'
I / \ ~ \ 2 .34 ~ ~ 9 ~ 1 ~
I 1714.13-14.4454 ~ ~ ti ~ ~ ~ R~ ~ ~ ~ ~
LEMAN MARGIE M. ~ . \ ~ ~ ~ - I S .2 ~ ~ ~ - - • ZONING R-10 ~ ~ ~ ~ ~ ~ ~ ,
9 ~ B.M.1920, PAGE 232 ,a, a \ ~ '?s, ~ ~ ~ ~ ~ ~ N F ti~ ~ ~
1 ~ ~ . ~~ONE 2~BUFFER ~ ~ ~ ~ ~ REBECCA C. WEATHERFORD
~ ~ B.Y. 1982, PAGE 3Q8 Zc ~ _ ~ ~ ! ~ ~ \ ~ ~ B.Y. 1981, PAGE 575
I I ~ . ~ - , N6 . 88 ~ --a
I I ~ ~ ~ ~ ~ ZONE 1 BUFF R ~ ~ ~ ~ ~ ` w-_ _
~ ~ 2IQ ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ \
N/F , ~ ~ ~ ~-541. 1N ~ ~ ~
1714.13-14.4313 ~ _ ` - - ~ ~ ~ \ ~ ~ 1C ~ \
LOCKERY WILLIAM ~ - - _ ,
ZONING R-10 , 1 B.M.1920, PAGE 232 - - - ~ _ \ ~ _ \ \ N
,,.,1 -
-r~~1 . ~ ~ ~1 ~
~ zo°Pi ~ ~i °~%"•-s = - 7,51 37.59 ~.w ~ - _ ~ \ ~ ~
6, _Z6. ~ ~ {
rt _ , ~ N~ I ~ a , ~ _ _ 74.74 _ 3§~ ~ ~ ~ ~ Aso ss•
1714.13-1 ~ ' ~ ~ ~ 4.4313 I / ~ ~ ~
THEVATHAN BEN P. & GRAZI ~ J / ~ ' ~ ~ '
. ELLA P. ~ \ - - - - = i / ~ ~ ZONING R-10
B.M.1 ~ ~ \ 920, PAGE 232 ~ ~ ~
6"BE - ~ I .r ~ \
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~,~..r ~ ~ ~ ~,.~t~ \ ~
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ti 2 PI 85 25 09 g ~ ~ ~ / ~ 258.49' 6 ~ ~
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1 I BE ~ 116.94' gE \
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• 1714.13-14.3263 W ~ ~ ~ o'` ~ 1 I ~ , \ ~ 188.7 ~ ~ ~ ~ \ ~ ~ ~i,~ `
' VIN & SALLY JR. N= o, ~oV \ RUSSELL MAL ~ m N w N rn o o ~ o ~ ~ ~ \ SIT ~ \ J ~ as - - ~ ~ - 1.879
NING R-10 ~ v ~ ~ ZO ° `D•~ o o ~ rn me ~ .~aW ~ ~ 41 k~ W N N w I I \ N oDSpW ~
19 o N W w' ~o \wW j p Nm n~o I aDS . B.M.1947, PAGE \ . ~ Q h o c~ 2 1 a Q 1 ~ ~ ~ ~ ~ Q ~ W 1 1
M ~ h w 0 l a w U' o a ~ ~ y+ ~ 2 1 , Q; ~C I 1 ~ ~ TWO, ~ a •02• a n ( 2 ~ 2 ~ ,a;4 W
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EX 15 RCP EX.
• • - - ~ oc ce TER EX. WATER • • - - - - - = • o
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IU 30 0 15 .w ov ; .~~,,'~oi °•°ESSI °nnq1,°01y~ v*t ,SUISJECT TO REVIEW : a SEAT.:
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BAR GRAPH 1 Inch = 30 ft. 0 18498
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LEGEND
I .I I ua. i`,'
S II ` I 11 STORM DRAINAGE DESIGN TABLE ~ PIP PR P. CORNER ~ N ~ IRON E ( 0 ) IRON PIPE FOUND a' ,k `'f
~ ~ ~ I sTa6t11 ceEallo~cr 1o GENERAL CO I I1 I ~ GENERJ?L caNSTRUC oN oTE p,~
S I To-s i-7 I ? J I I u1E A~ a (crs PPE DATA twewos PVC aooa, ~ am2s u.s. eat 1. ALL CONS / I - EX. do PROP. WATER LINE ~•s. IRON PIPE SET I~ 1. ALL CONSTRUCTION SHALL CONFORM TO THE g1RRFaIT qTY OF RALEIGH W p
I I PROY TO 916 mrx c sue Tara 92E L4HG1H z SLOPE U.S alV D.S. r1v YE1.Op1Y E1EV. 16:11Arocs STANDARD C I 2a4 15 6 1.87 241.E 241.70 7.1 INSTxL 14' ORIFICE I I Hw2 5W3 a34e ezo ago 2. ALL CURE STANDARD DETAILS AND SPECIFlCATIONS. to A • EX. dt PROP. SANITARY SEWER LINE c.cs CUT CROSS SET 0 ° 2. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24 CURB AND S$ ~ ~ ;:~s;
I s1w3 site ego 3a teo aas 239.95 238.4z 10.4 2sa1a TTER. AL ! PROPOSED OFF SITE SANITARY SEWER MAIN ' GU GUTTER. ALL GUTTER SHOWN WITHIN RIGHT OF WAY SHALL BE STANDARD 30" ~ ~ W
I 11 2 l I I RALEIGH CURB AND ( ~ BY THE qTY OF THE U R. SEE DETAIL ON SHEET 3 OF 3. EX. UNDERGROUNO UTILITIES SURFACE DRAINAGE FLOW ~ 'y ` CURB AND G TTE ~ ~ ~ W ,
I I ` CONSTRUCnoN TO BEGIN JUNE, 1998 Fnn swlla a32 a aar 12 3D ao 246.30 246.90 7.8 24a.3 3. A COMPLI , ~ J! ~ 1 / I I 1 PER THE qTY OF RALEIGH CouNgl ACnON ce6 ~ ale t2 22 as 2sa7s 2sos4 a2 2sso a2s ARE AVAILAE 3. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 12 DRAWING FlLE V (ELECTRIC 8t TELEPHONE) V b c w ARE AVAILABLE UPON REQUEST FROM THIS FIRM. ti ' PROP. CATCH BASIN 0 m~.
I 1I DEVELOPER HASHES TO INSTALL EARLIER cal noel 2sso 4. THE CON' 4. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF h p(, WATER yAI,yE CB/10 ~ ~
/ I GRADING AC JI / f I ~ ~ swa s6ea e4.33 3s 136 aee 2T&42 237.to 11.0 2483 LOCAnON OI GRADING ACTIVITIES. CONTACT ULOCO AT 1-800-632-4949 FOR FlEID W ~ °D ~ ~ PROP. FLARED END SECTION ~ ~ ~ r LOCATION OF UNDERGROUND UTILITIES. v m W
111 ~ 1 / I ` I s6ir servo e4.33 3e 213 aea 237.10 236.01 11.p 243.7 5. ALL DIME] 5. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ~ IX' ~ HYDRANT `~0 m ~ s PROP. SPOT EL. FlNISH GRADE) 0 ~ ~
/ ! I I I I ON PLANS. ~ / th \ I SYII FE311 a4.33 42 42 as 23sot 234.a a.7 2425 I I I.1 I I 6. ALL PAVE ON PLANS. ~ 'd ( r..~ ; 'v~` 2" I-2 AND 8" ABC STONE. ® EX. SANITARY SEWER MANHOLE m m o 6. ALL PAVEMENT ON SITE SHALL BE-
/ ~ I { I I 6 II ` EXIST I Dn0 ~ 1.24 3.13 12 4s 3.6 243.70 24213 8.6 247.5 7. UNLESS ( C.O. PROP. SANITARY SEW. CLEANOUT 0 p ~ w 7. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF m EX. ELEC. CONTROL CARNET ,'N ~ v
J ~ ASPHALT OR I I IDWEWNG CB5 ae15 0.36 0. 15 127 20 24213 246.8 I I II~ I 8. SEED ALl ASPHALT OR FlNISHED SURFACE. A STRUCTK)N ANO NOT INDICATED TO BE , PROP. WATER METER ~ ~ N ; W;,,.:Y 8. SEED ALL AREAS DISTURBED BY CON ® EX. TELEPHONE PEDISTAL q ~ W
I 1 N/F cats a27 1e n 243.7 I 11 I'J ! . ~ I PAVED OR P I ~ I \ 1714.13-14.4672 PONDS SHAt PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. ALL DETENTION ~ ~ o o ~
I II I ` . ~ OH2 ale 12 114 a0 246.9 S~ AUGHN BENNETT A. 511 ~4 22s 12 1e as 235.ts 235.1 3.8 2396a s. SEE ARCI PONDS SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. ~ PROP. WATER VALVE q p x I
11 I ZONING R-10 to. sEE PLu 9. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEATURES. ~ EX. LIGHT POLE ~r ~ ~ ' r~ 10. SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BACKFLOW PROTECTION ON PROP. FIRE HYDRANT v 00 G4 ~ ~ m ~
11 ~ \ I I } I FlREUNES AI ~ •I \ FlREUNES AND PIPE SPEgFlCAT10NS OF FlREUNES. EX. CATCH BASIN c ~ ~
~ 1I X \ \ 11. SEWER L I ~I \ L \ \ ~W ? II ~ \ \ ~ \ AND 0.5x O 11. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1X ON 4" LINES PROP. WATER VALVE & m " -?ae a~a~ AND 0.5X ON 6 LINES. CLEANOUTS SHALL BE PLACED AT 50 INTERVALS AND _ EX. 10 CONTOUR INTERVAL BLOW OFF ASSEMBLY
I I ~ 3 YI ~ ~ ~ ~ \ AT BEND PC l~ I r \ ~,c ~ ~ \ \ \ ~ AT BEND POINTS. ALL CLEANWTS IN PAVED AREAS SHALL BE APPROVED LOAD
3' \ / ~ ~ ~ \ \ BEARING TYI ~ ` ` ~ ~ 12. THE SLO BEARING TYPE. H I AP PARKING SPACES SHALL NOT EXCEED 1 4" PER - EX• 2 CONTOUR INTERVAL 12. THE SLOPE OF AND C ~
I 2 ~ I 11 W w ~ I \ ~ \ \ FOOT. Q Ip ~ \ ALL ON SITE UTIUTUES SHALL BE FOOT. EX. WOODS LINE ; y `
I 1I ~I I ~ \ \ \ \ N INSTALLED BY DEVELOPER. 13. WATER ~ ~ I i . \ \ ~ ~I ~ \ 13. WATER MAINS SHALL HAVE A MINIMUM 4 OF COVER. FlELD LOCATED BY THIS FlRM.
I 11 k ~ ~ ~ 1 \ 14. THE TOf 11 \ W ! I I \ \ 15. ALL GF 14. THE TOPOGRAPHY SHOWN WAS 15. ALL GRASS AREAS WILL BE SEEDED WITH REBEL 3 FESCUE. EX. GUARD RAIL
I II k x T ~ \ \ • N/F W I I f W EXIST I \ MH 16. PLANT r \ \ 1 11 I _ J \ ~ WAKE COUNTY DEPARTMENT OF EDUCATION oEn:NnoN I 16. PLANT MONKEY GRASS IN ALL TEMPORARY POOL SURFACES OF EACH
_ X11 I -F, F~ \ 1 I I 1 ~ N/ ~ / \ ~ EMMA CONN ELEMENTARY SCHOOL 17. IF WET DETENTION POND. 17. IF WET DETENTION POND TO BE USED AS A SEDIMENTATION BASIN,
I II ~ I ALL SEDIMEr I I I I 1714.1 4.4564• ALL SEDIMENT SHALL BE CLEANED OUT PRIOR TO USE AS A WET DETENTION POND.
11 I ~ ~ I THIS' . _ \ ~ I ~ T RR S, D Q S " ~ 2 11 ~ ~ Q ~ 12 ~ 1
rl \ r RCP ~ I I I I ZONI -10 \ ~ ~ ~ ~ 1 5,~ ,N ~p
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,ri:
NOTE 3
I ~ ~ ~ ~ ~ ` ~ ~ I ~ ~ GRASS UN SWAL~` ~ ~ ~ ~ ~ THIS PROPERTY DOES NOT LIE WITHIN M I
I \ `RISEI~ASS ~ _ ~ ~ s ~ ~ ~ I I ~ \ ~ \ Ip \ SEE DETAIL ~ \ } II N a;` A F.E.M.A FLOOD HAZARD AREA. } m = / m ~ i
R \ x•90' I EX 39 B-8 ~ 1 W m ern I I ~ I O~ a: Y J fA ~ MN
I r~R \ k ~ ~ CURB AND GU \ ` ~ a w Q~ SI I I ~ I U Q W MMd~
~ I ~ \ ~ I STREET , \ \ ~ ~ N F \ ~ ~ st ~Oyp 42a \ ? g, U N G fY 4.
/ \ ~ \ 1 1714.13-14.4454 RIPRa x \ ~ 2as ~ ~ ~ ` o.
1 \ ~ , 1 COLEMAN, MARGIE M. ~ WE DETENn~ ~ ~ ~ ? ~
! \ ~ ~ ~ \ ~ I I ZONING R-10 ND ~ ~ ~ `a
I B.M.1920, PAGE 232 SEED IL I ~ \ ou \ ~ NF ~ ~
~ ~ ~ R A ~ EBECC C. WEATHERFORD ~ Rc~ ~ B.M. 1982 PAGE 308
~ ~ v ~ 1 \ I _ ~ 2 ~ ~ 248 \
I ~ ~ ~ ~ B.M. 1981, PAGE 575
I I ~ ~ N ` ~ ` \ .o ~ 1 ~ ~ ~ ~ ~
® ~ ?4p ~ ~ R ~ - - ~ \ ~ - - ~ ~ ~
l l ~ ~ ~ \ ~ ~ \ ~ QI ' , ~ \ ~ \
J N/F 36" R ~~J - ~ s I 1714.13-14.4313 C - ~ ~ \ ~ ~ ~ \ ~ - ~ \ \ ~
. LOCKERY, WILLIAM ~ ~ ~ ~ _ _ 10OgR ~ ~ ~ ~ \ ~ ~ E~
II. - ZONING R-10 ~ - _ - I - ~ ~ ~ ~ \ \ ~ _ , ~ ~ a.
I B.M.1920, PAGE 232 - - _ ` - - - \ Q~
I _ \ ~ 0 ~ ~ ~ ~ ~ _ • ~:K..,
~ ` ~ ~ - - . -,L _ ~ ~ _ ~ ~ \ ~t34e400 >sF • ~
i 1 \ ~ \
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~ ~ ~ ~ \ ~ ~ \ ~ V ~ ~ ~ ~ \ ~ X60 S 69'
17 _ ~ ~ 14.13 14.4313 I / ~ ~ ti~
r s 7 ~ ~ • THEVATHAN BEN P. & GRA ~ ~ ZIELLA P. ~ ~yo - _ _ _ ~ 1 ~ ~ ~ t W
ZONING R-10 ~ ~ ti - ~~w, - ,
B.M.1 ~ ~ 920, PAGE 232 ~~3 ~ R / \ R WALL G - - ~ ~ ~ - - ~ ~ ~
~ I ~ ~ .,gyp," ~ ~ \
'oa ~ ~ a'
/ i ~ - - „ ~ ~ N ' \ \ \ \ ~ r.~ ~ ~ ~
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ti G ~ 85 2509 yy ~ ~ 258.49' ~ ~ ~ w.. ~ ~ J
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O W ~ \ \ N/F 2 / ~ \ ~ ~
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1714.13-14.3263 W 7 ^ , o ~ \ I ~ RUSSELL MALVIN & SALLY JR. N i ~ ~ rn v,~ \ ~ ~ ~ 188. ~ K ~ `
N U m Ol ~ W ~ N of O 4 I O ZONING R-10 ~ O W ~ . ~ o `O. o " o ~ ^ Q~~ ~ ~ _ ~ ~
• B.M.1947, PAGE 19 \ , ~ ° o W \ ~ ~ ~ c~ \ W ~ ~ N ro ^ ~ o I N ~ 100 YR. FLOOD "'"y?` ~ ` " ; F;I
Q O 2 I D:Q ? ~ Q~ O~ Z~r~rra ~~O^Q M ~ Z W~Q ^WO \ er W 4~a W S p!V HAZARD ARFJ1 ~ \ 4 ~ Q C9 A ~ ~ ' ; ~a.
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~ I I ~ I 1 4 ~Q? I C9 1W~~ 2 C~ ~ \ 2 ~ >L W I ~ 1 ~ Q ~ Q N ~ C9 I a ~ r ~ \ ~
I ro I Etter i . 1 E>osr ~ ~W ~n MAO a ^2 2~~ 2 iW a; Q
I I owELUNc I c ~ I 2 1cf 2 e} Y~ 4 ^ ~ Q 2 O ^ , o~ ,.a
Q I I I ~ ~ -I I WNW ^41Orn UIV \ N~ t ~ ~ ^02tl• ;
w ~ I ~ L- I a m ~ ~ MW tN ANA
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I wu ow sTR z i ~ A!O c sHi LLOW STR TION ~ N O [-I a ~O G SHALL BE IN 2 ~ ~y C
w / 4 ANCE WITF Y I ~ ANCE WITH THE ~ W
a • ~ / (ON SHEET 4 AN ~GN q?ITERUNE PR FILE ~ ' Q o o IN SHEET 4) AND ICAL = ,
:C110N ON SHEET 2
rn _ _ . . - ~ s
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• . . . - - ~ ~ • i ~`i s
3 ~ , RCP "may EX. Ex ~ WATER , ~ EX. WATER . . ~ • s11111i1Pfprd 't
s rss v O e•• ••e 7 ®I 1~1
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R 1~ ~ , ~ ~ SEAL
ti ~ I 1 ' • ~m . a 4.;~ . _ 18498 ,
? • • ~ ~ • ~ ~u:
~ I E~ CB H a ~ C ~ ~ M 120
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0 f SUBJECT TO REVIEW
BR QWN 1" = 30 R ~
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NATI111L dYrE. ~ l~lrel[ ter POIr v iti
mlAl~li ~.i~ ,~e 3 ~ 0
emTDM Nrcx Ara 1 e +/r Nr sx
~ Lr as r 5 ,/a' 1e' >p au1.P1R. RAtEIrPROaIRtG ~ a ,G,
?R• ACIE, 2._p. yy~ 3 MOS. w ~ 7"r ~~11 CgrQ ISMS ~
I _ OIFANOIrt PLASTER i/2' ,-s wN ~ AT FAd10dS1E ALL 0011615 ~ A p a; ?p
ieICE A A r x r aFe~o
u r-.,/r rd , i/2' t•t/ SUi FFIICE AlO SEDrE11i PR FOR POt115 OF CONC;:NIRAIED DRANiA6E too. a~ik ~ ol~iaAi~i Q~ ~ .iy p r;N
2 ,/2• ~ 2118 PPE ON 5 CLASS "C" CONC ~e; 7/8• tJ,d W p
POND ~1 . .ar. 1/2 D ~ I ~ >r a11.i o m l -
_ r ~ N ~ ~ 247.4 cxouNO~1 ~ ~ WET DETENTION POND BERM CROSS SE ~ ~ ~
~ • .4 ~/8" 5 t a' - ~ FLOM 71• RCP b te' RCP cLASS •B• coNC < . s• a ,ir ~ _ CTION POND ~1 laT,o9G1E
•T o o '1 r. 3'_p• T 11/4 on$ V ~ aalo 9041 ~ ~ ~ W RCP ° c ;~i,'
B• s• f d 1 o n g - Fu 1w r91A1 y ~ rr' last sTlloAlo PIIOCIpI ~ ~ ~ ki U
4'-a• O [ 8 B t/r n ~ o~$ IM~Qi iQ i t ' MyL. T 1/2-T NY 210.0 T • afANR rr o a . OOMPACTED TOP 8~ SPLLYNY a 278.3 1r RCP W ~ ~ ....w.. ...~uu . nu...
~ O ~ p~ 0 q N M RAN All 910RAGE a 3t1 SU7PE POND 0 ~ 0 0 ~
Yd wrs~ q Wz~ N F~AdI Y~ oP aunty PIPE nlRa?al BERn o q I ' `
yr SECTION B-B 21118 PPE ON. TYPN.AI. EtlERGY OIS~PATER w/RIP-RAP wASNEO sTGNE r otrnl 300o rs oalrnElE r Poa a a 237A as oN COIiAC1ED ~ m ,q ~ 'a
, , . ~b° PPE o~ ~ PLAN VIEW ~ ~ ~ ~ SIDE VIED ~ G E>. "A YK~ ~1 aASS 1 RN RAP GISSPATCR a'~ I r? l8' BEPnI ov sTONE ~ o In ~ w
e• , „ FLARED E?r PPES cRF:aER THAN ae• Nor tD scALE 1u RBOIrE CONC. sue AND OR RP-RAP 010r 10 SI9YE 24' WNINUN AT BASE OF SPLLWAY 14 t• Ol ~i ~ } STONE w !n x ao
A PROI&T NRN ENDS OF PPE :>f' ~ ,n• ~:iF'~
1x a 2318
5'-4' 4'-O' VY CIAO I RP-R/P 1Y DEEP PLACE ar sTGNE w ~ CAGE AT INLET TO la7 LIW W 1K -,:,a•
SECTION A-A FROM CNANIEL T11ls r~ ,w~RyC¢ ~ew,s 00711 sINEAw 01GRA71011 1/eNSLR /1M1rA1 98! + aouR OF 91LT AND 9E0161T 8A>E OF IQY IN1110I 7 0o NoT RruovE Affil r oiP. As sNOw
iW 4' nLTE% LOIE 9Tf STAIYJZATION : %%c k:.
3'-O' ~i / N C UYER6 GAT[ YAL7E TO RB1AN 81p~j~ TAIIPkL OPEN OIXtMG GRAD111
CASING SFYLL Yffl ARTY N D 0~ ~ ~ ~ 9Pey110alar POR CIAIS JD at L7Wt SECTION 11 r urns AcnvrnES.
M1 \ B" ~ a _a. ~p~$, PoP-RAP PRalEC110N AT OllRE1S oR1~E PurE AT E10 ~ r 11I.
x,34 CASISIC USED 19TH 1YftSk 18' PIPE ~t 24 xJ8 CASING USED rRIH 24 PIPE OR IAROER FOR PPES ON YID LOPES ~
P!E 3, wN11A! s oar rni ner
~ N0. e7 sraE STANDARD DROP INLET 24X24 OR 24X36 STANDARD 24X24 DROP INLET CASTING TYPICAL SILT FENCE AND SEDIMENT PIT DETAIL PPE ~ awBE wGN eonal aP o~awa ~TMBOrgvrw ~~.F ,y,;
TYPICAL ENERGY DISSIPATERS o, rn
8 A Rr ~ CUBS D _ I 1 ~ o
l2 r ~°NnIORNmei'' ~i° °00OYf (a11111r eEDONO) As Dsstlm (aLLOSMIn eEDDnD) Y = ~ N „may Of I
vi I d' } p e } m ~ M
8 1/2' 1-1[ LOPE OF THE 6Ur1ER 1O 1y~, ~ e W 1E OaC119ASA1 ON DE UPHLL s'rt A N r IJ~1 SPILLIIAY DETAIL m o Z
2'-8'YN LW ~ BEGN 10' FROM 11E wrero an a oRel Ce~L THE SLOPE OF 7NE OU11 91dff11.11YPED NOr fa >CNE W • • M O M r IAYENS g V J ~ Q W Q~ S ` c"a
R) ~ aaL2iBASNt ON 1FE DOwIL1 R~- ~t1111 BEdlt 5' FROM THE 0811 ~ = U W ;r 11STAIL FE9C1~ CRA95 O U Uf 0 ~
2- Q11< NON MANIgIE SiEPS 9111 t .W' RA01s ~ R1dIL UNDORIED , N ALL GUa8~S1r ~ Ll . ~'R ,1~~. PllIOS ¦MI SPACES ' t , :X3~' CUSS 2000 CONC. OF OOI~IE ~ M161S
4' N IIH. DEPRL SHNL ~ ~ Ptlr ~ lOP OF GUTTER 101[ ® N~ OF iFE CATCFeASN. ~ PPE rlsrlsE IR 4~ 4'MOVEPIPE ~i ~ ~ ~
o T ~ 1 s- ~ MEASaED Foal TIE wP er Lloc >P t0. a Per elves 101t W NrERr of EFTEUeR u1E N0. 67 ~ COIIdE7[ qBD PAYER
15' 1y le• ~ : atlel u1E ~ -:L A I STONE ~~Y IME lUFS101E BY BIIERLOCI( PAYBIG 9MSIE1IS. 11C, ,w=
r MNIR11 wsIASLE cuss e r piles A Y CEI~ A NET P01D x1 SLOPE P010 t ; i
4' 4 ~ ;0 (f1tST CLASS) (ABE BbIBQIh (MIOM BI001961h
o ~ • ~ 1/2'D C / i ~ a SEE STANOAAD OE7>tL U-3, FOR 1RmR2l GASS 1 RP RAP D19SPATOR rt'
~ • ' , • • ' BOmOM dMDltrr iDlt 1EYIN111S 1YPES 6. 12• ~ r-e--~ ~ 3TAIE AT BASE OF SPLL~1Y 1N 1188 ~ SDE DRSAPAIOR CHART FOR
• 4. ass 1f oL1G 1/2' t t/2' ASPIMLT STANDARD B D IN T I ~ aA~ ooRC. E D G DE A LS FOR V.C. AND R.C. PIPES COI/AC~ B~~ IR tr X JL/r OK R.C. PIPES s>~ 9g06 ,w
s W fi#
` ~ 7 MD b RErtps lOlq ~2 T~. / e' e•T ~ caNC. r s i 1/r PARIOq rtEtlr. m,n ,~eya
- /r CLASS coNC. FOR O 12 M.H. ~ r A i~ OdIdE1E 00 MIS '
~ 'e• coNC. J FOR 12'-2O' Mx • ° ~ ~ SECTION A A SECTION B-B r saE t1~ 36CIgn ~ 119E 11~'SIOIE BY BI~OCIL PAYNa 9Y5B1$ BN'. ~
NSTALL FE~QR RASt PWOB.BM 9PAEB a
a°~ L~ac~-1/~1aa11 TOP a Ol 11~NG4$1'ESS OF Sra1E BASE AND ASPFY~LT N ff aONgEE ~ PAY6lS SPIIMAY a 278.3 TOP OF BERiI a 210.9 , f~:
AMIDARD C.B. STEP SREEr, rE,LI. DEPDID ON SIREEr RDlE4 AND slue CONIDRM TO CRY sTANDruros ><1 SLOPE ~u
G':.: COPACTED SUB-GRABS ~w
DEPDI MFASINED FROM TOP 4, EiFM~( i LtP~~RT OF W
A
MACE S1m S1A1~
__..~7 a e , 1~ 11NiD RON GF OADS rte, USE 18' X 3/8' dA W
S1EEl. RODS
_ i' TYPE A -7- ' 1T"~~1
SECTION C-C I V1 .I...
TYPICAL MANHOLE STORM SEWERS OF SIZES 12" THRU 36" IN DIAMETER STANDARD 5' O.M. CATCH BASIN TYPICAL PARKING WELL CURB & GUTTER DETAIL
a• e
~,i i,
• ! i2• ~ SEEDBED PREPARATION u»
a' i %p.
e1M0E ~ 1. Chisel compacted areas and spread taproi 3 inches OMp OYrr Odarre toA
s' coNCaErE HEADER canditlorls, i< awilaWe. 2 Ra rsilrs ano to 6 inches depth. ~
r r~• 3. Rtlnoa d kwre rock, rook, and other otNltTUCtiorls IeariM~ turfoce t/YR ~~~y`~ LRIOOt~I Qld t~i~01m. ~:%.i
4. Apply agrkx111bural I'me, fertiizer, and ruperphoephate uniformly and mix o`
r • • . e ,K R n~ rlasu with toi (tee tlelow*). r R 5. Continue tilage untA a weN-pulverized, fkm, reosonably uniform seedbed
is prepared 4 to 6 inches deep. FLARED EN u D SECTION n.., n.
•:i . , ' • ' ~ ~ 6. Seed on o frerhl ad seedbed and c 3':
r ~ • ~ ; ` ` ' r Yrb1URBED SOL Y Pry over seed Ilghtly wlth reeding equipment or culttpadE offer seeding. . . • 7 • • • - .Much immediately after seedRlg and anchor mulch.
8. Inspect aM needed preps and make necessary repairs or reseedirlgr within the EL 239.0
2'-/' planting reason, if possible. If stand should be over 60X damoged, CuB~ YA~s ~ R~oo695 • • reestablish fdlowing orlginol lime, fertilizer and seeding rates. . •
sECnoH A-A 9. Consult Conservation In Spector on maintenance treatment and ferHization NB1E r~1au after permanent cover is established. „:i
A TEMPORARY P OOL EL 238.3
1~°~• * Apply. Agricultural Limestone - 2 tons/acre (3 tons/acre in day sofa) s' 8• ~ ,~:.K.
Fertlizer - 1,000 lbs./acre - 10-10-10 . ~ Y~:
°r~i sDac~ r as s• irrssl st a~wGE Superphosphate -500 lbs./acre 20% onalysis ~ °~e~ Mulch - 2 tons/acre -small groin straw PERMAN T POOL EL 237.0 ~ s
r 12• ae` v wE L2• wr111 ~ aTARaxx Anchor -Asphalt Emulsion ®300 gals/acre 7f M"NL , 0.o CLASS IRIP-RAP 12 D
EEP Q F U1
A W ,rr
W T l
SEEDING SCHEDULE WFEi A DRNEWAY r TO ~ C0161AIM:IFD R11RE CIRr MD OUiI91 D1S15: TIE CUIr Wd ~ AFiEIt V ~
w SALNC NiM A CONCREiE SAN TO A YNIR11 OEPIIIS OF 1 1/2' N 11E OUTTER AT 1NE END OF 11E 3' AIOUS 1. LpAq AD ~ X16 StWL !1111 ~ PER THE STANDARD CURB s GBin:R SECIIOIE AID SA4ED PEAPerIOANt m THE cur AT l1lE E1NS OF THE FROM ~ 815 F,~ aF ~ ~,r Shoulders. Side Ditches. Slopes (Max~3:1) 0 ~
W PAOVbED THE OUTIER E3 N GOOD CONDeR1N, AND CUTINO THE CURB N LICIT A MRMNER R3 PERYIIED eY TIE r UISPECTOR OF PIILk RONLS i MD LR26 OR BOULDERS 4.OR U~ 7A iL ~ N N11 qIL
WHERE THE SHRED Ao1Tr r1.t 1FAYE A SECiN1N OF CuRe a OUIIEA LESS 11YN F1E (8') tRFAR F1ET -E- pAI~ ~PE PLANTING RATE cd TIE ENITlE SECTION OF CURB MUST BE RE'MDi1D W THE NEARESi xNEr. 3. ALL 1tpD:LL WTEAW. SHUt. BE LROrIE t1[ 111EN4. Aug 15-Nov 1 Tall Fescue 120 Tbs./acro C~'
caNCrErE n* a~ NO artnR 4. BAa01L1. SINLL BF TAMPED N d• ores M 1>WIIC AREAS' ~r ~R,vTC "REAS' Nov 1-Mari Tall Fescue 120 lbs./ocre Z SHALL cDNaN NOT MOTE THAN W
Y 8.8 cutoNS aF wA1FR PER 1m & Abruzzi Rye 25 lbs./acre Nor LESS i.S B.BJ.S PER CDBIC YNO. 0
a Foy ~ Aaa:PrrALE To -E- Mar 1-Apr 15 Tall Fescue 120 lbs./acre Apr 15-Jun 30 Hulled Common Bermuda Grass 12 lbs./sae 0
STANDARD CURB AND GUTTER SECTION TRENCH BOTTOM DIMENSIONS dL BACKFILLING REQUIREMENTS Jul t-Aug 15 Tall Fescue and 60 lbs./sae h
F INFO RTE PIPE. Browntop Millet 35 Tbs./sae _ w
~ ***a Sorgum-Sudan Hybirds 30 lbs./sae
0
Slopes (3:1 to 2:11 a~
Mar i-June 1 Sericea Lespedeza (scarified) 50 lbs./sae CU w
a a
a (Mar 1-Apr 15) ~ Tall Fescue 60 lbs./sae (Mar 1-Jun 30) Or Add Weeping Lovegrass 5 lbs./sae
3 (Mar 1-Jun 30) Or Add Hulled Common Bermudagrass 8 lbs./sae 0
m Tail Fescue y~, 60 lbs./acre ~ Browntop Millet 35 lbs./sae a w
J QL Sorghum-Sudan Hybirds 30 lbs./ocn a 0
H Sep 1-Mar 1 Serica Lespedeza a (unhulled-unscarifled) 701bs./acn
w And Toll Fescue 50 lbs./ocn 0 1111000!'i!1!!®® .
~ (Nov 1- Mar t) ~ Abruzzi Rye 25 lbs./oae H •P~Qe1(~ CARP ~f®®® 0 . os
Q Consult Conservation Engineer or Soil Conservation Service for additiDlld ~ i ~ ~ ~i of H
• • ~ '~i. s
CD information concerning other alternatives for vegetation of denuded areas. j The above vegetation rates are those which do well under local oondtions; SEAL U
other seeding rate combinations are possible. For a lawn quality turf. 18498
double or triple rates. L
**+****jjmpwary - Reseed according to optimum season for desired . ti ^'cra~. v OL
U) permarwnt vegetation. Do not allow Temporary cover to grow over 12" NL
Y in height before mowing, otherwise fescue may be shaded out. ul
N SHEET 3 OF 3
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1. EXISTING CONDITIONS SURVEY
GRADING LAYOUT AND 2. SITE >
n TORM 1~ATER CONTROL SYSTEMS S
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3. SITE DETAILS
PLANS PREPARE BY Mo OE DRIVE y,
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3755 Benson Drive L'.'. ,r
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Raleigh, North Casa 27609 VICINPfY MAP d'
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EX. & PROP. WATER UNE IRON PIPE SET ~ W w
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• ~ I ( T - EX. & PROP. SANITARY SEWER LINE c.as. CUT CROSS SET ~ SS ;
/ ( ( 1 1 / I 11 r I I ~ ~ ~ EX. UNDERGROUND UTILITIES ~ SURFACE DRAINAGE FLOW ~a
~ ( V (ELECTRIC & TELEPHONE) v b o *A.
~ II ~ I II ti ' PROP. CATCH BASIN C m ~ EX. WATER VALVE CB~I1.0 pR ~
f r JI W .B N ~ m $ ~ PROP. FLARED END SEC 0 ~ ~
~ ( 11 i ? - ~ I ~ I V A EX. FIRE HYDRANT ~ w
ii ( 1~1 I I ~ PROP, SPOT EL. FINISH GRADE ~ ~ ( ) m ~ u o Q EX. SANITARY SEWER MANHOLE m
~ ~ \ I I I A Il I ~ ~ ( I Ir C.0. PROP. SANITARY SEW. CLEANOUT ~ >
I ~ 1 ~ EXIST I I 1 IDWEWNG asi EX. ELEC. CONTROL CARNET ~ v 9 PROP. WATER METER A ~ cu
I I I it I I o 1 ~ N/F ~ EX. TELEPHONE PEDISTAL o~ q w ~ a o o ~
I 11 I I 1 \ I ~ 1714.13-14.4672 PROP. WATER VALVE A W Z I o q
1 ( 1 ~ 11 0 - ST~AUGHN BENNETT A. EX. ClGHT POLE o u[ ~ ~ .d:`
"ZONING R-10 1?i ~ ( ~ I ~ PROP. FIRE HYDRANT sv ~ ~ ao ~ EX. CATCH BASIN ~ a m ~
1 ~ ( ~ ~ ~ II ~ ~ ~ I ~ PROP. WATER VALVE & ~ ~ ~ i`
I iW z 1? ~ \ ~ \ ~ I I~3 YI ~ ~ _ EX. 10' CONTOUR INTERVAL BLOW OFF ASSEMBLY f
I QI ~ ~ ~ \ EX. 2' CONTOUR INTERVAL
( ~I ~ ( 3 ~ / \ ~I \ ~ \ _ ~
( 11 Z ~ WI \ \ w ~ I ~ Q to ~ EX. WOODS LINE ` : ;
~ \ Q I I 1 11 • I ~ ~ xs,:
I ( II k k T~ ~ \ N/F EX. GUARD RAIL
IIIw EwsT I ~ JURISTIC IONAL DRY W ~ ~ ~ WAKE COUNTY DEPARTMENT OF EDUCATION I rl ~ ( ~ \ ~ u',: .
ail - I -F~ N F~ \ AM I / ~ / \ ~ \ OF STRE EMMA CONN ELEMENTARY SCHO~
I I I 11714.1 4.456. ~
I 11 - -I, ( ~ 1~ RRIS, D THE' 4 ~ 2 ~ ( ~ ~ \ 1 \ so ( ( ~ ~ (1 e ~ zi",
i t I I ZONI -10 ~ ~ ~ ~ ~ ~ F;
( ~ - - \ 391 \ ~ ~ \ ~ \ t.
} ' Q ~ • .may..:.
( ~ \ ~ ~ ~ ~ 1 ~ ~ ~ ~ ` ~ ~ ~ s NEUSE RIVE x = o ~ NEUSE RIVER °
I . "W ~ » - ~ ~ ~ ~ ~ ~ RIPARIAN BU ti N 'S~`08 \ ~ PARIAN BUFFER } u ~
~ I ~ ~ ~ ~ ~ N73 'f~ 18 W ~ I ~ 's . ~ 17a92'~ ` 24.6,6' ~ ( ~ ~ 444,9. / ~ m ~ N N ~ ~ ~Olal
EX 39 ` , ~ ~ ~
\ \ O I CURB AND GUTTER ~ ~ ~ \ ~ TREET ~ ~ » ~ ~ ` I s ~ ~ ~ N71 7 53 W 0.09 A ES ~ ~ ~ W Q ~ SAM ° _ full Q WI I
~ OF STREAM " ° ~MM
~ \ 2 .34 ~vr 9~ \ ~ 1 1714.13-14.4454 ~ ~i ~ ~ g` ~ 1 ~ ~ 4i w,
I COLEMAN, MARGIE M. \ ' ~ ~ ~ \ ~
( ZONING R-10 ~ ~ ~ ~ - i
( PAGE 232 ~ \ 8• ~ ~ ~ - B.M.1920, ~ ~ ~ ~ _ ~ ~ ~ ~ ~ N/F
~ , ~ \ \ ~ ( ~ \ D ~~~6 . ~ ONE ~ BUFFER ~ I _ ~ ~ \ ~ ~ RE9ECCA C. WEATHERFORD ~ ~ - ~ B.M. 1982, PAGE 308
~ _ _ ~ ~ ~.~l~` _ _ ~ ~ ~ ~ B.M. 1981, PAGE 575
~ ~ ~ ~
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1714.13-14.4313 ~ ~ , ~ - - _ - ~ ~
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( ZONING R-10 ~ ~ ~ ~ ~ ~ - _ _ T~'_ - ~ ~ - _ : / $6.~ ~ =1` = ~ \ \ ~ ~ ~ \ ~ \ \ ~ ~ k;',. dud
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LEGEND
4 I , s ^ STORM DRAINAGE DESIGN TABLE 0 ~f
~ ~ ~ I pow ~Yto GENERAL CON' IRON PIPE (PROP. CORNER) lipl PPE FOUD ei GENERAL CONSTRUCTION NOTES: a
~ S 1 t~ o ( I~lE ortix iMINi r I~ aar aoas e.3. ~ 1. ALL CONSII EX. & PROP. WATER LINE IRON PPE SET I» 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT qTY OF RALEIGH W •
~ ~ J ~ I ~ to sue Lora c sue tout s~ tetrrt st aat: w at; Nr reoanr ttty tlawrres STANDARD DE fq STANDARD DETAILS AND SPECIFlCATIONS.
tt' ntrs s~ za4 asle ago ezA is a t.e~ ta,rr >M.~o zt r~tA[L OA~CE 2. ALL CURB • EX. do PROP. SANITARY SEWER LINE c.c.s, CUT CROSS SET ~ ° 4 ' 2. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24 CURB AND " SS ~ W
arts srw ego as teo aee twe ztta ta4 2sato GUTTER. ALL PROPOSED OFF SIIE SANITARY SEWER MAIM J J CURB AND GU GUTIER. ALL GUTTER SHOWN YNTHIN RIGHT OF WAY SHALL BE STANDARD 30 ~ ~ CURB AND GUTTER. SEE DETAIL ON SHEET 3 OF 3. EX. UNDERGROUND UnLITIES ~ SURFACE DRAINAGE FLOW a
? BY THE qTY OF THE RALEIGH / J 1 CONSTRUCTION TO BEGIN JUNE, [998 tnn sate aaz aso aw aee t2 3o ao 2seao 2taro ~e 21a3 3. A COMPLEi 3. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 12 ORAYNNG FlLE (ELECTRIC & TELEPHONE) ~ b a a
' ~ 1 PER THE CITY of RALEIGH COllYlCll ACTION cee tat ata t,tt t2 22 as zss.o ~ ARE AVAILABL I PON RE EST FROM THIS FIRM. ti ~ PROP. CATCH BASIN ~ m ARE AVA LABLE U QU ~ C8~10 i» ~
~ DEVELOPER WISHES TO INSTALL EARLIER ~ sae[ t zaeo 4. THE CONTR GRADING ACTT' 4. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF W EX. WATER VALVE ~ ~ ep GRADING ACTIVITIES. CONTACT ULOCO AT 1800-632 4949 FOR FlELD ~ ~ PROP. FLARED END SECTION ~ ~ a
~ I J sra saw 36 tae oee 4z 237.to 24a3 LOCATION OF LOCATION OF UNDERGROUND UTILITIES. v d EX. FlRE HYDRANT ~
/ ~ srw strand e4.u x eta ate z~to zsaot tt.o 5. ALL DIMEN; ~ rn I~ J tt~tt et,33 42 4z os 2Je.0i 231e a~ 242s ON PLANS. 5. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ~+C Qp ~ ~ PROP. SPOT EL. FINISH GRADE) sv ( r+ ° ON PLANS. ~ ° a
~ \ ~ J s. ALL PAVEM Q EX. SANITARY SEWER MANHOLE ,.a ° s. ALL PAVEMENT ON SI1E SHALL BE 2 I-2 AND 8 ABC STONE. C.O. PROP. SANITARY SEW. CLEANOUT ~ P ~
I { J ~ pay. ono des t.z4 t tz ~ as 243.70 242tJ ae z4~.s 7. UNLESS OT 7. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVAnONS ARE TOP OF ~ ® EX. ELEC. CONTROL CARNET J'' ' ASPHALT OR FlNISHED SURFACE. ~ PROP. WATER METER ~ ~
J~ 1 DWELLING Cea oats a3e to t27 20 242[3 2sa.st 24ae ASPHALT OR I ~ I~ \ N F ats le u a z43,7 8. SEED ALL ~ / 8. SEED ALL AREAS DISTURBED BY CONSTRUCTKN, AND NOT INDICATED TO BE q W
~I ~ • 1 1714.13-14.4672 PAVED OR P~ P ON OF GRA091G ACnV1nES. ALL DETENnON ® EX. TELEPHONE PEDISTAL o~ ~ o C W PAVED OR PLANTED, UPON COM LEn ~ PROP. WATER VALVE q a z °0 PONDS SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION.
Y ~ \ PONDS SHALL STRAUGHN BENNETT A. one a7a 1 114 ao z4aa 9. SEE ARCHI' strn FE'S14 2.za tz to as z3ata 2~.t ae z3ea X. LIGHT POLE >ri ~ ~ 9. SEE ARCHITECTURAL PLANS FOR BUIU>ING DIMENSK)HS AND FEATURES. >~c E m ~,q~.
ZONING R-10 to. sEE PLU~1 yp ~ ~ \ FlREUNES AN[ 10. SEE PLUMBING PLANS FOR LOCAnON OF VAULTS, BACKFLOW PROTECTION ON ~ PROP. FIRE HYDRANT 4i @ ,ego a FlREUNES AND PIPE SPECIFlCAnONS OF FlREUNES. EX. CATCH BASIN p ~ °a
~ \ ~ I \ \ 11. SEWER LA' 11. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1x ON 4" LINES PROP. WATER VALVE & t• -~9 ~ ~ ~ a
2 ~ \ \ \ ~ \ ~ AND 0.59G ON AND 0.59G ON s' ONES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND _ EX. 10' CONTOUR INTERVAL BLOW OFF ASSEMBLY
J / W \ \ \ \ ' ~ \ ~ AT BEND P01~ 1 ~ G~ ~ \ ~ \ BEARING TYPE AT BEND POINTS. ALL CLEANWTS IN PAVED AREAS SHALL 8E APPROVED LOAD BEARING TYPE. EX. 2' CONTOUR INTERVAL r~
I \ \ \ \ 12. THE SLOPI 2 \ ~ ~ ~ \ FOOT, IN SPACES SHALL NOT EXCEED 1 4' PER - V 1 12. THE SLOPE OF HANDICAP PARK G \
Q W ~ ~ \ ALL ON SITE UTIUTUES SHALL BE v) E_ ~ , \ \ \ \ ~ \ N INSTALLED BY DEVELOPER. 13. WATER M~ FOOL g' ` R EX. WOODS LINE 13. WATER MAINS SHALL HAVE A MNNMUM 4 OF COVE
3 ' ' ~ \ \ ~ 14. THE TOPC 14. THE TOPOGRAPHY SHOWN WAS FlELD LOCATED BY THIS FlRM.
k / ~ \ ~ W ~ \ \ N F 15. ALL GRA >C i \ \ ~ 3 / 16. PLANT M 15. ALL GRASS AREAS WILL BE SEEDED WITH REBEL 3 FESCUE. EX. GUARD RAIL
W ~ _ EXIST \ \ WAKE COUNTY DEPARTMENT OF EDUCATION DETENTION P( 16. PLANT MONKEY GRASS IN ALL TEMPORARY POOL SURFACES OF EACH DETENTION POND.
e~ ~ \ \ \ \ 1 1 N/F \ ~ ~ EMMA CONN ELEMENTARY SCHOOL 17. IF WET t 1 ( ALL SEDIirlENT 17. IF WET DETENTON POND TO BE USED AS A SEDIMENTAnON BASIN,
_ _ _ 1714.1 4.4564 \ \ ALL SEDIMENT SHALL BE CLEANED OUT PRIOR TO USE AS A WET DETENTON POND. r
• _ ~ RRIS D THIS' \ ~ ~ ? ~ ~ Q R t2 Sp ~ \ ~ RCA ~ ~ ~
~ ZON111~R~-10 \ 1 \ ~ ~ ~
~ ~ \ F.
NOTE a 3
\ \ h \ ~ ~ , ~ S Y ~
~ . GRASS UN SWAM` ~ ~ ~ ~ ~ ~ brs3 ~ ~ y \ \'RISEI~ASS THIS PROPERTY DOES NOT LIE WITHIN ~ i - } m II N o
~ ~ SEE DETAIL ~ ~ \ ~ A F.E.M.A FLOOD HAZARD AREA. m ~ , ~ m o°' oI z Y I
~ ~ \ ~ \ \ ~ 444. ~ EX 39 B-B \ ~ ~ ~ \
CURB AND GUTTER \ ~ ~f0 ~ Q W Q~ g l l _ C V N G ~MM .,k,~
O ~ \ \ ? ~ \ ~ STREET \ SOU~j \ • 9, • N lF \ ~ roRq°°R 4ze ~
-14.4454 \ \ \ ~ cF 1 • s' ~ ~ 1714.13 \ ~
MAN MARGIE M. WE DETENTI~ ~ \ ~ ? ' 9 ~ COLE T\ ~ ~ ~ ~ ` \
' ZONING R-10 D ~ \
• SEED ILS ~ ~ B.M.1920, PAGE 232 ~ ' NF ~ ~
R~ ~ ~ ~ \ R ~ ~ \ GY: ~ ~ REBECCA C. WEATHERFORD ~ ~ ~ Rc~ ~ B.M. 1982 PAGE 308
\ ~ 248 ~ \ , \ B.M. 1981, PAGE 575 r,'
' ~ - 4-~\ A W
~ ~ N ~ ~ ~ ~ \ ~ 0
• ® ~ R ~ ~ ® ~ ~ , ~ ~
N/F ~ R - ~ s ~ ~ ~ ~ ~ ~ ~
1714. - ~ ~ C - ~ ~ ~ _ ~ \ ~
13 14.4313 ~ . LOCKERY, WILLIAM ~ , ~ ~ ~ ~ _ ` ' _ ~ ` _ OU , - ~ , ~ ~ ~ ~ .
• ZONING R-10 ~ ~ ~ ~ F~ ~ r. ~ \ OND 1
_ B.M.1920, PAGE 232 - - _ - - - - ~ ~ - ~ ~ \ Q ~ O
_ ~ IGH W R MAR- 250. Q'i ~ ~ ~ TORAG ~t34,400 ~6F ,tip,
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14.13-14.4313 I ~ ~ ~ ti
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ZONING R-10 - ~ ~ o m~ o \ n 22 V• ^W ~ ~ NY 1 N4 y. N F Q W ~F C~ N m \ Q: t0011R. F100D` ~ ~ ` ~t.
B.M.1947, PAGE 19 , r h p r o ev r o N n o I ao S • Q o~ Q 2 1 2 •b'^ 2 1 ~Q 2 IIU~Q nW ^ \ ^W 4 ~Q~ ao S o W ~ 4 ~ Q w 0 HAZARD AREA \ ~ ~ ~ {
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I I ~ I ~ ~ EXIST ~ ^ 21 ^ •O ^ 2 ~ IJ
I basT I ~ owEU~Nc I z ~ v~ a; ~ n cn a ^ ~ ~ W ~ r\ ~ ^ ^ ter 2 tF n Y rn 4„ era ^ ~ Q 2 pj ~ _
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I I AND G SHAL z ARDANCE WITH THE r`
Y , , ~ • / I ~ ANCE WITH f.{ • • • • . . / VI a I LINE PR FILE ~ iGN CENTER Q O
• ~ (ON SHEET 4) AND / , _ _ • • • • SECTION ON SHEEI ~ SHEET 4) AND ICAL t ,110N ON SHEET 2 ~
/ N86 0955 I W 6° -
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B E'swiaE~i ari~rE. E'"0iA Eli iilriwi°alr F°~Bre a r ~ t
STORI[ MANHOI [ MANHOLE 3
' emroll Niel ~ ew T R u. nu r/ Diu{f. a ~<<
s 5 t/4' tr NI Cll,RA?R ~10PRO0lrM w ~
~ 'PR' ACIr. VIII. J 7-1• KEBABS ~ N AT EApI OOURBE. A1100A11FA4 ~ O
2'-0' ~ CIFMgUi MN. PIASTER t/2' ~ r x r aPeR~B
A A EErICE a qMT[ FA~~G,m Rlpl ~ ~ W
a'-e'mxawo r-. +/t >•t I t/2' t'I/2 SUT FENCE AND SEDeIENT PR fOR POINTS OF CONCENfiblTEp DRANU6E o e IM p z i/2' b : era r~ oK s - auc sTm a BgIAL Vb o~ I
CLASS 'C' CONC 7/B' • ~ 1• i7 01R1 r ~ m ~ TTY ExiBSOk ~ ~ ~ 1~ ~s
' POND ~1 a . 1/2 D ~1 i ~ ~ raTERPROOPUB d1 of /I RBTiAR iB' OC ~ ~ ~
f WET DETENTION POND BERM CROSS SECTION POND 1 ~ ~>la~c
~ : T a 7/B' S t/t' ~ ~ rl.Or JS• RW b i5• RCA ~v • 1 /y ~ CLASS 'B' CONC ~ r • 6' a iµ' - # ~ ~ s.~ a~ ~ oTxxRO aia+ m c
3._0. t t/a gdp 38. ~ ~ i11 W1EItlAL O M S~ STAOAAD PROCTOR ~ ? 01 ~y
~ no ~ ~ 8' 8' o S o s or aFAalrt V A T~v s~oo ooLrACRD TOP SOS. YA,ERVL SPLLMIAY a aaao ~ ~
4'-4' 0 g t/2 D ~ d~o 0 ~ ~ MUi. 1 1/2-1 . ititii~ii?ti•:ir ia• U' RCP a ~p
~~C 0 x1 SLOPE POIq 1 ~ ~ D O ~ 12.OC 1• RANrfAll STORAGE ~ SO r~ W v:°~.
y_=~/.• 21/2" VBRYeIE Yd TMY DP OU11ET PIPE 1HR000H BERM 0 Q ~ ram sTaNE r oEPTN 7oDD PS, OOIICRTi1E PERMANENT a 237.a Rrv a 231.0 ~j ~ m
,•_,1 y/r SECTION B-B 21NE4 RPE DEl IYPM~AI pay p~pA1ER w/PoP-RU+ aN oarrACTm ~ ® ~ Brv as• ORIFNR EL 216.0 CLASS , Rx+ RAP D135iAlOR O ~ ~ ~ ~ `
~ PLAN VIEW . ,l~s; FLARED 8b PPES GIF/O0r ,11W J6' ~ SIDE VIEW ~ y~~ ~ DEPiN aP sra,E o ~ v W AT BASE OF SPRLYEAY N A ~ wDr m scAe 24 uwAUw ~i fL ~ tx A
8' YRL REOUIE CONC. SLAB an oR RP-RAP m talolECr soul ENDS w PPE sroNE DErnl
:>y' '
4 -a' 1-0" ''h' ~ Vt ~ RU.uU gAB6 I AIP-RAP 12• DE>' PLACE pT sro?M: 6, wrrE ~ ~ V L
5'-a' a'-o" SECTION A-A FROM CiMNIE1INUS c+v>E AT MNFT m PRE+~r Ker DwM m nr sE~ i= DDw+ 6n,EA, wauTan 66~ERNOU6 SRLITW OOWYt r' aP 66.t AND SEDRIOVr BASE aP xn rNMr a 7
aAh: i ~ ~ runs 1 FL1Bi S1DIE EEl1 + ~ T r DO ROT REMOVE AfiEk NSTAL r 0.LP. As sNOwN SRE STABRUATxx,
r OATS VASE TO RENAN
~ + a'-o' ~ 77PR7Y. oDNC. ~ uwBisRRre® BMEOf1, TAYP® OPEN 01116MO ORADNO 6, r DYERS ACTMRS.
riARm oo sot. 6ViiRlO 91YAt. war AtTY / 1r M1 SPEgFICIRIOIa !pl CtAet JB ~ ErIfR ORERE PLATE AT END Of S D1P. :G;.
G.
~,~p'T~$~ 8' a -a. ~ RB'-NAP PROTECTpN AT OU1LE15 ~~3{ C/e1Ei6 USED MTIH tY ibs 1B' PIE J~ 2t IJB CASIBIO USED YAIX ?4J PIE OR IAROER iDR PPES ON MD 9tAPE4 PPE ir. c<
~ Ip. A AOIE ~ r M66ML+w r o~.P wTM aRF,a PpE oR~OE ANBI BOTTOLI aF O.S' OWRCE ~ .
STANDARD 24X24 DROP INLET CASTING TYPICAL SILT FENCE AND SEDIMENT PI7 DETAIL x~eAM ppE STANDARD DROP INLET 24X24 OR 24X36 TYPICAL ENERGY DISSIPATERS T6nr BOTIOM aF r oa,?. ab,
~ }
A s~~ B CLASS O CLASS C ass c y z rn ` (aaDRLMEr BECOrta1 °i
' M eB~ ' } fri oI a>
r PI/SEEA 1/2' ~ ~ d! ~ } m ~ M m Z V, ti~-.:~ SPILLWAY ~ Z , w
1- >i tlq[ OF 7NE CUt1ER TO B 1/2• e~ to 1[ d ON 711 UPHILL fnw A N S lA W M G k' BAq(FEL, TAMPED ROT TO SG1F ~ ~ W vj M r LAYERS cp py~ ~ w:
r-B•IEN ~ ~c aaP¢~aP 7N~E aurlER err. au. a aRel A°il~asasaN aN 711 Dowwll. ~ 4 x!1'1 i ~ W 5
sir ear, emN 5 FROM TILE cATal - IROaR1EIED TAU. GRASS o ~ ~ o ~ ~ . q,, PLIIOS wT11N SPACES ~y.,:: ,zc,.r ~ aAU 2000 ooNC, ""a
~ elrr erN wNHOU: sass stl!u. eE Js' weBa J6' "'01° ~ z~°,ss.~;,•~~, e~wu~si Au cualeASea owl r ¦ oEPnl slMU ew IIFASURED. a4 ~,1~ ; `I Yl
- Eeor x 1rP nlE PPE PPE svaelGelE PIPE •Y'1 ~ t~ ~ ~ 'I 1~1 ~ COIIISOSS O1D PAVER
o ~i'r~MaEO FROEI 71e TOP OF Bitldt Na a PPE awsE T T ~ tRB>r w eRes of EFnIIENr uxE. GmER uNE R0. ~ sra,E Y USE 11ANS10,E BY B,TERLOCIc ?AMMG B13TENS, 6lC;
ts• tx• ts' A 1 r rrruM r LNNUM M ~ PgiD 1;, SLOPE POND ,
ww>AeIE 4' d,ASS B CLASS A . .e L ~ EIMASEEOIn CLASS A URCA ENCASEM91f)
~ ~ ~n• o o • y ~ 1 R CRAP OISS~ATOR DEPiN STONE
C r 12• ~ r , . " ~ 9FE SDYOYD DEBIL W EDR ilellal C eDTTOY OIEIel01K POR 1RIBOIIS 11PES PLACE Y~ STS AT BASE OF SPI.LWAY 11/D R+DB Cf SEE OISSAPATOR CART POR
r Q'. Of PPE, _ 8" 12" ~ f-~ --I COMPACTED SUB-giADE 11~ 1r % J/r DA DRIEN S r~z : STfil RCi06
Y CouC I i• 7 i/Y A9Prr~T STANDARD BEDDING DETAILS FOR V.C. AND R.C. PIPES 4• pAN ~~1 t/2' • '•a 1 alb6'C•ONIC. R.C. PIPES '
. 1/2 D ~ r' .•a+ " ~ ' • ' Y.' J Iq J Ire1RS B tAN6 ~L1 1.5
1/4' RYBIIC mil
~ ~ Cuss CONC. foR o-12' M.H. OONCAETE tEip PAVER USE TURFTiIONE BY NITFALOCIf ~
aAta a• ooNC. ~ A PoR tr-m• rx i~ ° 'a - ~ ' - SECTION B-8 rT x" reE r siDiE aeE SECTION A A r eEaIE SECTION A..A PAVNO SYSTEMS R,Q ~+l NSTALL FESgIE GRASS a .
PLUGS TRiFMI SPACE OF CONCRETE CAD PAVERS SPRIWAY a 1~.0 TCP OF BEY ~ El llOb
a~J a~oFC~~~N°ieoe ~g teP a ca -fRidB a sills wE Alo AtPreu N S1 SLOPE ~
s'rANaEno as. SiEP ~aila~ rsro 07l nl~ tRDR1 Ar eaersE >A arr tiwanBe ~~x~ ,s
r r~'Ea r COMPACI® !UB-GRADE w
DEPre IAFASIIAED ~ mP 4 ~ ~ t:- ~ 1~
,ti r<y, 3 ' 1U1~ ~ SiBY~
11~ ROM OF OAg6
s" sTm. Rws ~
e aASS coNC. .1~ , F~1
t TYPE A '
SEC110N C-C
TYPICAL MANHOLE STORM SEWERS OF SIZES 12" THRU 36" IN DIAMETER STANDARD 5. O.M. CATCH BASIN TYPICAL PARKWG WELL CURB & GUTTER DETAIL H;,.
e•

~ Er SEEDBED PREPARATION
1 1. Child compacted areas and aprsod tiopes131YNSESe Asq over MIMM eel ~c ~
conditions, if ovalable. w .
s• ~ NF~ER 2 Rip entire aroo to 6 irEChea dpth.
r r-r ~ RssNrw d bogie rock. roots, and other abatructiaa leadnq eurfsa +n'. reoseEBably smooth and unform. r ;t ,e., 'r ,K.
4. Apply ogripElhErd NnNt, fsrtlizer, and tperphosphate IxEifomlly and mix ; : ~ eINA sal (tss bebBra~. .~h.
EsrE st>~ J'R ~ CenrfiNn tllage anti a »?eA-puherited, fi'm, reasonably uniform seedbed FL~RE'D ~ SI~''ll
. ; • M preparod 4 to 6 kldNSa dsp.
~ • ! ~ 6. Seed an o freshly preparod seedbed and cover seed lightly with seeding r + ~ ~ . ' ` ~ . : r uNOanRle®~ equipment a cultipadc after seeding.
, ~ ~ ' ~ 7. Mulch immedbtdy after seeding and anchor mulch. EL 239.0 ;r
J- ~ • ~ ' ~ • 8. kapect di seeded areas and mdse necessary repairs or reseedirEga withki the 2'-e• pbnting season, if poaibie. If stood should be over 60% damaged,
aJBIC YARDS PER R•O.OTieS reestablish foNowing afgkid lime, fertilzer and seeding rates.
sECnoN A-A 9. Carauit Canservlatbn Inspects on maintenance treatment and fertiization A B~ elcarE after permanent cover ie eetobliehed. TEMPORARY POOL EL 238.3
t/e•MNC Apply. AgriaAturd Limestone - 2 tons/acre (3 tons/acre in day soils) s' B• fertiizer - 1,000 Iba./acre - 10-10-10 z
s~i Roac e,B, nrw>DE aEwlla Superphosphate -500 Iba/acre 20x analysis PERMANENT POOL EL 237.0
°1001A~ Mulch - 2 tons/acre -small grain straw r u• ~ a PrE a EBeesY rDE c~FAlserE S l
r Anchor -Asphalt Emulsion 0 300 gals/acre 0 CLASS TRIP-RAP 12 P O ,o DEE
W
A Q ~ T,
a J ~ SEEDING SCHEDULE U S ¢
J YRrn A DIeVkYAO' a TO BE ColaiRUCIFD MERE CUPB AND GmER E1Qg15: nE CUT! 1YD' BE BELOVED. AFTER 1~ W SARNO RBFI A OONCirIE SAI tb A MINSM OEPIIa OF 1 1/ M RE GRRR AT 7NE END OF 1FE Y RADNIS 1. tADO rsslwEB as¦s Ael ~oA ¦rNSlas eee? eE sBrn
} PER ns suNDrEm aBS a artiER A!D SMED 2PEPEIdCiR1R ~ RE IYBI AT RE ENDS Of TIE IeOY ~ 1~ ~ • x sores Ael eBaaNO. Shoulders Side Ditches. Slooea ax. 3:1) ~ MiOrIED 71E GIVER a N GOOD COIeRpll Alp CUTINIO 11E CURB N SUCH A IYYIER a PERw11ED Bf 11[ 1 ;r~".
BaPEC10R OF PIIIJC ROIBCL i 14 RBCIi R OBE ~ eR IRS to t USER M ~ eRasei. MAE1E 171E SHRED aDBlr tRLL IFiEE A SECnNI OF CUIi a Nrtst LESS nIAN F1rE (s7 uNreR EEEr -E- Ir~L erBL S elNt NrME ~ ~ PLANTING RAZE ~t
Z THE FNEEIE sBCipN ai ale IRbT eE lr~lorFD m RE IFAREST JOIR. J' Aug 15-Nov 1 Tdl Fescue 120 lbs./0ae i,- 9.
Y CONCRETE EoR ale AID artiER ~ siasBi aeLL sE ww M r ores s >MPEic'wlt z! N IrN-7RAEFIC AtlrAS. Nov 1-Mar 1 Tdl Fescue 120 lbs./sae a ~ Pa'"""ys do Abruui R1Ae 25 lbs./sae O ~ 1/ ~~.i
NOT LESS 1b esa.s PER DuelC YMD. ~ POaI war aE Aq~TABEE A -E- Mar 1-Apr 15 Tdl Fescue 120 ibs./sae i a
~ 01pN~' Apr 15-Jun 30 Hulled Common Bermuda Grass 12 ibs./acre a iatq
Jul 1-Aug 15 Tdl Fescue and 60 Iba/acn o STANDARD CURB AND GUTTER SECTION TRENCH BOTTOM DIMENSIONS dt BACKFri1N6 REQUIREMENTS T . w
m R I NCR T .PIP . Browntop Millet 35 ibs./oae ***a Sagum-Sudan Hybirda 30 lbs./acn m 1 ir', w
0 t h ~1. ~
co o aces o ' :'t ~,bEa
ti W
`1' Mar 1-June 1 Sericea Lespedeza (scarified) 50 Iba./acn ~ & a a ~x
~ (Mar 1-Apr 15) Add Tall Fescue 60 lbs./ocro
~ (Mar 1-Jun 30) Or Add Weeping Lovegrass 5 lbs./ocro m 3 (Mar 1-Jun 30) Or Add Hulled Common m~ x
Bermudagrass 8 lbs./eras 0
~ Tail Fescue yD~ 60 Iba/acn w k
~ Browntop Millet 35 lbs./ocro a o
H QL Sorghum-Sudan Hybirds 30 lbs./oae a Sep 1-Mar 1 Serico Leapedezo M6nm6~4
o (unhulied-unscarified) 701ba/ocro d~ ~~~i CAf~1~~ ICI ~~i~ l ~ '~S ~ N
~ And Tall fescue 50 Iba/acn H a (Nov 1- Mar 1) ~ Abruui Rye 25 lbs./ocro ~ qs~, FE ON _F+
w • ~
~ Consult Conservation Engineer a Soil Conservation Service far additional SEAL U
° information concerning other dtematlves for vegetation of denuded areas 1A49~
The above vegetation rates are those which do well under local conditions; 0 other seeding rate combinations are possible. For a lawn quality turf. dr a
CL double or triple rates. •fM Mk; PRELIMINARY
•~*esaj - Reseed according to optimum season for desired permanent vegetation. Do not allow Temporary cover to grow over 12" UBJECT TO REVIEW
in height before mowing. otherwise fescue may be shaded out. a
m t SHEET 3 OF 3
o

i SqI ~N
~l
,..air„ -
LEGEND
,e~ ti
I .I I ~ I LP.F. ~ oa` IRON PIPE (PROP. CORNER) IRON PIPE FOUND d' ~ ;
I ll EX ~H I sroR~ o~an~ac~ DE~oN tae ~ ~ \ 232.25 1 GENERAL CONSn ~NERAL CONSTRUCTION NOTES: a ;r~
1 l l I ~ IT11tl ~ a ~ ` ~ I I UIE A!A Q TA MANNOi it P1C IIOP 0.0116 U.S ~ i. ALL CONSTRU 1 11 1 „o„~ PR WA I•P•~ IRON PIPE SET ~ • p w I. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT qTY OF RALEIGH w EX. do OP. TER LINE
I gal To out TOpI c s1t TpTAt oor u~a11 ~ ~ ~ os STANDARD DETAI ~ I I 7! ;v. STANDARD DETAILS AND SPEgFICATIONS. ' • EX. & PROP. SANITARY SEWER LINE c.cs. CUT CROSS SET ~
I I Mt a11t Ia4 ,6 / ,.IT ta.1o m.TO u• a~ 2. ALL CURS AN I 2. ALL CURS AND GUTTER SHOWN ON SITE IS STANDARD 24 CURB AND SS y ;
/ 1 NIT SEWER MAIN !10 >t 110 0.16 ti1.16 2al@ 10.1 GUTTER. ALL GI I PROPOSED OFF SITE SA INY r I II ~ I I BY THE qTY OF THE RALEIGH CURB AND GUTT ~JTTER. ALL GUTTER SHOWN WITHIN RIGHT OF WAY SHALL BE STANDARD 30" ~ a "e EX. UNDERGROUND UTILITIES SURFACE DRAINAGE FLOW ,URB AND GUTTER. SEE DETAIL ON SHEET 3 OF 3.
/ ~ \ !16.10 7. 116.3 / ~ 1 I CONSTRUCTION tO BEGIN ~tIE, 1998 ~ na ,t ao IA tleao 3. A COMPLETE TI AUTOCAD RELEASE 12 DRAWING FILE ~ (ELECTRIC do TELEPHONE) V b i. A COMPLETE COORDINATE US NG AND R T PROM THIS FlRM. ti ~ PROP. CATCH BASIN 0 I
JI R I BE IN ALIGNMENT A tab.o ors ARE AVAILABLE 'A 0+00 ~ 1 ~ PER THE qTY OF RALEIGH ~INgL ACT10N K 1 I II DEVELOPER WISHES TO INSTAU EARLIER 2a6. 4. THE CONTRA( ARE AVAILABLE UPON EWES ~ CB~10 ~ 4. THE CONTRACTOR SHALL LOCATE ALL UTUIIES PRIOR TO COMMENCEMENT OF EX. WATER VALVE ~im
W ~ ~ / I GRADING ACi1Vl1 232.4+ , J I ~tADING ACi1VITIES. CONTACT ULOCO AT 1-800-632-4949 FOR FIELD W PROP. FLARED END SECTION ~ 1 ~`z ~ ~ ~ ~ A z:
228.4+- ~ I 1 ~ - _ _ s11o s ,ae a1e tae.4t ~.ro z+aa LOCAnON OF U ll I 1 - .OCAl10N OF UNDERGROUND UTILITIES. V ? EX. FIRE HYDRANT 5. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWSE STATED ~C PROP. SPOT EL FINISH GRADE o
~ f ~ I a1,1 I1NI0 ~ t,a all taz,o taeo, u.o t4a~ 5. ALL OIMENS~O / 1 I I I or11 ~ as ~ ~ as m ta/.e a 2/2s ON PLANS. ( ) ~ ~ ~~S• ~ X. ANITARY SEWER MANHOLE • ~ E S
I ~ 6. ALL PAVEMEN l 1 I i ~ ( I 5. ALL PAVEMENT ON SITE SHALL BE 2 I-2 ANO 8 ABC STONE. C.O. PROP. SANITARY SEW. CLEANOUT ~ = a 1. UNLESS OTHERWISE NOTED AlL PROPOSED SPOT ELEVATIONS ARE TOP OF V
11 ~ T ono ,.2/ ,2 Is as 70 ,3 tas 7. UNLESS OTHE I ` 1 EXIS I ~ z,~,e ASPHALT OR FIN ~ EX. ELEC. CONTROL CABNET 4 ASPHALT OR FINISHED SURFACE. PR P A R M R N
l l IDwEUINC ab aab , I I ~l~ I N F ~ 8. SEED ALL AR J 1 / PAVED OR PLAN AR AS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE 0 . W TE ETE 4 d' SEED ~ E N ~ EX. TELEPHONE PEDISTAL ti o~ q p PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. ALL DETENTIO PROP, WATER VALVE x ~.a
1 11 I . ~ 11714.13-14 I \ I \ .4672 PONDS SHALL S T WITHIN 14 DAYS OF CONSTRUCTION. ~ I PONDS SHALL BE S ABILIZED o
I I \ ~ ont n , n/ , t/a1 AR ITEI 1 ~ ST~AUGHN BENNETT A. 9•~ ~ ~ F[!,1 zzb a ,e ab ta0.,1 tab., ae 2a0.e D. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEANRES. EX. LIGHT POLE L4
11 yy ZONING R-10 1a sI:E PLUMI~r ! 11 if \ FIREUNES AND I 10. SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BACKFLOW PR01EC110N ON a .~P PROP. FIRE HYDRANT ~ a w I rr FIREUNES AND PIPE SPECIFICATIONS OF FIRELINES. EX. CATCH BASIN ~ ~ a
I ~ I ~ I • I ~ \ 11. SEIIIER uTEI e; 11 ~ ~ I ` , 11. SEWER LITERALS TO BE PLACED AT A Mq~N1M SLOPE OF iX ON 4" LINES .~.o PROP. WATER VALVE do ~ o
1 II \ L ~ \ ~ \ ~ ~ ~ \ AND 0.5z ON s 3 ~ \ o k 1~ I ~l ~ yl ~ ~ e• AT BEND POIN . AND 0.3X ON 6• LINES. CIEANOUTS SHALL 8E PLACED AT 50' INTERVALS AND _ EX. 10' CONTOUR INTERVAL BLOW OFF ASSEMBLY AT POINTS. ALL CLEANWTS IN PAVED AREAS SN1~L ~ APPROVED LOAD
W 1 ~ \ ~ ~ \ \ 1 I I \ ~ BEARING TYPE. BEND BEARING TYPE. EX. 2' CONTOUR INTERVAL u,
1~ 1 1~: ~ \ ~ 12. THE SLOPE i 1 4• PER - ' - V 1 12. THE SLOPE OF HANDICAP PARKING SPACES SFULL NOT E1~
1 l l 2 ~ WI \ \ ~ \ Fool. Q W la 1 ~ \ \ `3J7.O+- ALL ON SITE UTILITUES SHALL BE I II ~ ~ I ~ I \ \ ~ \ 4' \ 3b- STA 2+54 INSTALLED BY DEVELOPER. 13. WATER MAIN FOOT. EX. WOODS LINE 13. WATER MAINS SHALL HAVE A MINIMUM 4' ~ 0011ER.
Q 1 I ~ ~ , \ NEw MH ~ 14. TH T OGF l ll 3 'I / ~ ~ - EOP 14. THE TOPOGRAPHY SHOWN WAS FlELO LACM® ~Y IiNS FNI.
k ll l~ ~ \ \ RIM 238.0+ 15. ALL GRASS 1 W kl I \ \ INV 229.1+- N/F A AREAS HALL SE SEEDED wAl ~ 3 FE9CIEE. EX. GUARD RAIL 15. ALL GR SS _~-.•Wr-~ 16. PLANT MONKEY GRASS IN ALL TEMPdtARY PO0. StNIFACES OF' EACH
11 x ~ ~ \ \ \ 16. PLANT MOf• W II Iw ~ ~ EXIST I \ r _ \ \ ~ WAKE COUNTY DEPARTMENT OF EDUCAl10N DETENnON PONI I 11 ~ I1 T)TIEtdN6- J ~ \ \ 1 I AREA DETENTION POND. "
\ a1T oETalnon I I -F ~ N F \ / \ w,oraben I ~ / ~ / ~ P10,~ sTa~ Y~u1E EMMA CONN ELEMENTARY SCHOOL 17. IF WET oEi ll ll 1 I ~ ALL SEDIMENT S 17. IF WET DETENTION POND TO BE USED AS A AVON ALL SEDIMENT SHALL BE CLEANED OUT PR~1 ~ A wE1 'OD.
I I I I 1714.1 4.4564 a 1>aao t
11 ~ RRIS D THE' Q. ~ s,olao ? 11 II ~ \
I I I ZONI -10 \ ~ ~ ~ ~ I, ~ 1
_ ~ ~ 1 ~ \ ~ ~
YATVIN OF RALEIGH ~ ~ NOTE ~ ~ , „
I ~ \ \ w \ \ ~ ~ s ~ ` I Y M Or ;E , THIS PROPERTY DOES NOT LIE WITHIN } ~
1 ~ A ~ ~ ~ ~ ~ ~ ~ GRASS LIN SW L~` ~ 1 I ~ ~ R \ ~ A F.E.M.A FLOOD HAZARD AREA. } m ~ " m
~ \ ` \ ~ m m rn w 8 ~°,'ol
I 1 ~ ~ \ ~ ~ \ \ 444.90. ~ ~ _ ~ ~ ~ I I EX 39' B B \ ~ ~ ~ k W U < WMMt
CURB AND GUTTER \ ~ \ ~ RI ASS N D ~ ~,f .Fr
o I \ I STREET 1 E D IL S~ ~ ' ~ 'DegP ~a,
-14.4454 RIPRA ~ \ ~ ~ ~ 1 I I 1714.13 \ ~ ~ g
COLEMAN MARGIE M. wE DETENn~ ~ ~ ~ ~ II ~ ~ ~ \ N u \ w
I ZONING R-10 ~ ~ I x ~ \ ~.F ` ,p
I B.M.1920 PAGE 232 SEE ` I ~ ~ \ ou ~ ~ r,. NF ,c; ~ ~ ~ REBECCA C. WEATF~tifORO ~
~ I ~ ~ ~ ~ \ ~ ~ I ~ ~ \ Gr ~ B.M. 1982 PAGE J08 'e4
I I ~ ~ ~ 2~ ~ PA 75 B.M. 1981, GE 5
. I ~ =r ` ~ - - I - _ ~ ~ ~ ~ N ~ ~ ~ ` ~ SERY ~ r- +s~ ? ~ ~ A Q n
~ 14 I I ~ ~ ~ TYPICAL ~ ~ - ~ ~ ~ ~ 1 ~ e0
1 ~ STA +81 ~ _ ~ ~ END AUGNMEN~T ~ ~ NEW M ~9 ~ ~j
I ?gyp v~ ~ \ 1 N F ~ ` ~ ~ a3 s ~
I / qQp ~ • - I 1714.13-14.4313 ~ ~ ~ ~ C ~ _ r~ ~ 47.0+ D SS ~ - 1N1F~1 dTY ~ RALEIGH ~
I - LOCKERY WI TAM ~ ~ - - - ~ i
I 1 ~ LL 4._~ ZONING R-10 - - ~
_ ~ 1 B.M .1920, PAGE 232 - _ ~ ~ • ~ ~ OND 1 ~ ~ ~ ~ ~ 266 ~ ~ ~ IGH W ER I~AR~f- 250.0 ~ \ ~ , _ _ W
r t ~ - „
_ , ~ - a~, ~

. , ~ ~ ~ .
• - ~ - STA 8+05 Nfw YH _ _ _ STA 6+05 - _ ~ ~ . Nfw ?w '
- ~ ~ • ~ N /F ~ - - . ~ ~ ~ . ~ ~ ~
1714.13-14.4313 I g i e , ~ ~ \
• THEVATHAN BEN P. 1aoGL do GRA1tE ~ _ LLA P. 1 . ~ hO - - ~ A ~ .~,t:~
ZONING R-10 ~ / ~ ~ ~
B.M.1920, PAGE 232 ' N~3 , .ate:. ~ ~ \ ~ ~ ~ ~y
\ w ~"1 ~ ~ ~ W ~ ~ ~ ~ ~ Tk - 1
~ .o \ s. t, ~ v \ V
c / i ~ \ L - ~ s,~
~ ~ ~
• ti* N 85'25'09' ~ ~ ~ ' RET G / W 258.49' ~
s~ ~ ~ " / , . 7,
/ I 1 ~ RIM e+
• 1 ~ ' .g 116.94' ~ ~ ~ w.: \
~ ~ ~ O W \ r ' ~ ~ '
N/F 2 } ~ \ N i w 1 ~ ~
W ° ~ I S~ ~ • 1714.13-14.3263 a o \ \ e(!. ~ ~
' N & SALLY JR. N ~ ^ To Q \ RUSSELL MALVI ry 2 ~ m ,u NN q N V ~ U W p0 ~ __J
ZONING R-10 o ~ \ ~ $ s, ~s~
1947 PAGE 9 ~ W rn 0 0 . B.M. I ~ ~~o 2 1 ~Q 2 IW ~ p n ~ \ ~~`~-W tl'~~ W , ~S , r O „.r,;~ ~ ,
^ o o. ~ ~ / , 0 Z I ,~a ~ _ w
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JO o ~s ]0 10 N
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0 f ~ ~h / SUBJECT TO REVIEW
BAR GRAPH 1 hd = 30 It 0 R
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! I • ! t~tc MH 1 ( LEGEND
1 11 rat z32.2s ~ \ \ 1 STORM DRAINAGE DESIGN !ABLE 0
~ 1 11 1 taaa t•elt~r GENERAL CONSTRL S NERAL CONSTRUCTION NOTES: IRON PIPE (PROP. CORNER} Rdl ppE ~
~ ~ ~ ! 11 1 ulc w•A 0 1*E TA teNN116.• /YC ov 0.01!8 0.S RW 1 1. ALL CONSTRUCT I 1 ~ m >u foTa c 0.w 1o?K s$ 111001 x spec us 61v os enr +eoatr 0.¢v. acs a ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT qTY OF RALEIGH yy - EX. & PROP. WATER LINE Ip.s IRON PIPE SET
I STANDARD DETAIL. 1 1 NM! 0.w yap 0.o s e t.e~ 24t.6o 241.70 zt MISTALL oFF1CE 2. ALL CURB AND ANA D RD DETAILS AND SPEgFICATIONS. ~ ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24' CURB AND SS EX. & PROP. SANITARY SEWER LINE c.c.s CUT CROSS SET
( 0.w ! PROPOSED OFF SITE SAIM~'1 SEWER MAIN ' !DA 01.0 e1 ,DO 0.!6 aeo.16 250.42 ta4 250.10 GUTTER. ALL GUl ~ ~ _ ITTER. ALL GUTTER SHOWN WITHIN RIGHT OF WAY SHALL BE STANDARD 30' ~ a
/ I 11 ~ 1 1 ~ ( 1 BY THE qTY OF 1K f>fALEIGH CURB AND GUTTEF ` ~ JI ~ 1 ( coNS1RUCnoN TO Bf.~l ,AINE, i998 , • 1611 au ,2 ~ e.o :,eao 2+6.0. z :+6.0. IRB AND GUTTER. SEE DETAIL ON SHEET 3 OF 3. ~ EX. UNDERGROUND UTILITIES SURFACE DRAINAGE FLOW
•A / I BEGIN ALIGNMENT "A" pER THE CITY OF RALEIpI ~fNCIL ACnON ~ n16 lseo 3. A COMPLETE C( A COMPLETE COORDINA TIN AN AUTOCAD R LEA 1 RA TE US G D E SE 2 D WING FILE V (ELECTRIC do TELEPHONE) V b 'E AVAILABLE UPON REQUEST FROM THIS FIRM.
I 11 DEVELOPER WISHES TO NSTALL EARLIER ~ ,2 ~ a ~ ARE AVAILABLE OF W MH ~ / ! 0 4. THE CONTRALTI 232.4+=' I N A TIVt ' PROP. CATCH BASIN 0 I THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF F' EX. WATER VALVE CB/10 ~ ~
22s.4+- / _ _ _ ~ GRADI c c nE Il I 1 _ ~ ~w ~ ,Se ale tx, z+aa LOCATION OF UNDI ADING ACTIVITIES. CONTACT ULOCO AT 1-800-631-4949 FOR FIELD W ~ ep CATION OF UNDERGROUND UT1U11ES. ~ ~ PROP. FLARED END SECTION ~ 1
/ 1 1 1 I ' I N 1 I swl owto 64. Se 2,0. ale 25zw 20.0.0.1 t,0. l4a~ 5. ALL D9~IENSION~ O d EX. FIRE HYDRANT ~a ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ~ ~ ,
~ ~ ! \ I ara ~,stt e4.aT 42 42 os 256.01 tT 242.s ON PLANS. 1 I/ I PLANS. ~ PROP. SPOT EL(FINISH GRADE) 0 ~ ~ a
m ~ ( 6. ALL PAVEMENT I 1 EXIST i ono ,.24 , , ,2 u as zu.7a 242.u 247:s 7. UNLESS OTHERY / ~ ALL PAVEMENT ON SITE SHALL BE 2' I-1 AND 8' ABC STONE. ® EX. SANITARY SEWER MANHOLE ~ ~ a N C.O. PR ~ ° U LESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF OP. SANITARY SEW, CLEANOUT y ? V p,
1 I 1 (DWELLING oee ax 1S 1 7 x0 .1 .!W 248.8 ASPHALT OR FIND I ! II I N PHALT OR FINISHED SURFACE, m EX, ELEC. CONTROL CARNET ,
! ~ IF y T + ~ ~ 8. SEED ALL AREA 1 11 ~l ! I ( ~ I ~ 1714.13-14.4672 PAVED OR PLANTE SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PROP. WATER METER N VEO OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. ALL DETENTION m EX. TELEPHONE PEDISTAL q
I \ \ P 11 _ ~ p12 ale , ,u 0.o 2460. ST~AUGHN BEN TT A ONDS SHALL 8E NDS SHALL BE STABI WITHIN 14 A o x=~ UZED D YS OF CONSTRUC110N. ~ PROP. WATER VALVE x
~ 11 \ ZONING R- ~4 z2s a ,e as zsa,e 2J5., 0.e 151.8 9. SEE ARCHITECn ll l ~ \ ~ 10. SEE PLUMBING SEE ARCHITECTURAL PLANS FOR BUQDING DM~1rSIONS AND FEATURES. # 0 EX. LIGHT POLE I ,SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BACKFIOW PR01ECT10N ON a
! I ~ 1 ~ 1 ~ \ FlREUNES AND fslP IEUNES AND PIPE SPECIFICATIONS OF FlREUNES. .~P PROP. FIRE HYDRANT ~ EX. CATCH BASIN ~p I
~ 11 ~ \ ~ 1 ~ 1 ~l \ L ~ \ ~ \ \ ~ ~ \ \ 11. SEWER LATERA / 2 I11, \ • SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1X ON 4 LINES N ~ a
\ \ ~ \ ~ AND 0.5X I ~ YI a , k oN 6 ~ 11 W 1 ~ \ ~ s \ ~ ~ AT BEND POINTS, D 0.5X ON 6' LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND PROP. WATER VALVE dt '1 - EX. 10' CONTOUR IN RVA ~ a BEND POINTS, ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD ~ L BLOW OFF ASSEMBLY h",
I Ql ~ ~ ~ \ 1 U ~ I 3 \ / ~ ~ 't`~ \ t+77 BEARING TYPE. \ \ ARING TYPE.
~ 1 ~ wH 2 ( I l ? W W ~ 1 \ \ ~ \ ~ 12. THE SLOPE OF Q ~ Io ~ \ ~ T•o*- ALL ON SITE UTILITUES SHALL BE FOOT. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1\4' PER _ EX. 2 CONTOUR INTERVAL w• r- ` ; OT. ,
I 11 cn ~ I 1 ~ ~ \ \ I 3b- rA + I _ ~ \ s 2 ~ INSTALLED BY DEVELOPER. Q ~ ! ~ ~ ~ \ NEW MH /3 13. WATER MAINS WATER MAINS SHALL HA A MINIM M 4' OF COVER. EX. WOODS LINE VE U
1 11 k 3 h ~ 1 \ \ ll l .l` _ ~ \ \ RIM 239.0+- 14. THE TOPOGRAf .THE TOPOGRAPHY SHOWN WAS FIELD LOCATED BY THIS FlRM.
1 1 W k l I ~ \ - 1 1 k II T ~ \ \ 1 ~ • INV 229.1+ N F 5. ALL GRASS A W 1W ~ EXIST I \ ~ 16. PANT K I ~ \ \ \ L MON E ALL GRASS AREAS W1LL BE SEEDED WITH REBEL 3 FESCUE. EX. GUARD RAIL PLANT MONKEY GRASS IN ALL TEMPORARY POOL SURFACES OF EACH
11 ~1 ~ ll - - \ ~ 1 WAKE COUNTY DEPARTMENT OF EDUCATION ! I ~ ~ N F ~ \ / \ \ ~ wrova6EO o0r ot:mlT,oN A~ DETENnON POND. 1 11 ! ~ \ / 1 TENTION POND.
11 ~ ~ ,,,app yy~ „~1A,E EMMA CONN ELEMENTARY SCHOOL 17. IF WET DETER ' 1 1 I I 1714.1 4.4569,v ' ~ is u7noo cv. ALL SEDIMENT SHA _ ~c 11 ll - - - ` ~ 01:au~o wou~ IF WET DETENTION POND TO BE USED AS A SEDIMENTATION BASW, L SEDIMENT SHALL BE CLEANED OUT PRIOR TO USE AS A WET DETENTION POND.
I I ~ l- ~ RRIS, D THE' q. l s,o~6.0 y
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~ ~ ~ ~ ~ THIS PROPERTY DO N a ES OT LIE WITHIN ~ , } ~ N
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\ ~ ~ ~ ~ 1 ( COLEMAN, MARGIE M. wET\oETENn~r• ~ \ \ ~
I ZONING R-10 D ~ ~ \ -t.
1. ~ 1 B.M.1920, PAGE 232 sEE . \ , I \ ~ ~
~ ~ ( ~ ~ ~ ~ ~ ou \ I a . ~ ~ \ OOR ~ ~ ~ ~ NSF ~ ~
~ REBECCA C. WEATHERFORD ROp ~ ~ s„ 48 ~ ~ B.M. 1982, PAGE 308 y'~.
I . ~ ~ \ I ~ ~ \ _ _ ~ ~ 2 _ B.M. 1981, PAGE 575
~ ~ ~ - Q W ;1:
~ ~ - ~ ll 1 ~ ~ ~ 1 ~ ~ e ~ ~ o 1 ~ N
I ~ ~ rr. ~ ~ - ~ ~ END ALIGNME Nsw ~ ~ ~
I N/F ~ ~ ce ~y I ~ ~ E M ~ ~ ~ ~ i ~ ~j ~ RIM 233.Of-
1714.13-14.4313 •w - ~ - ~ ~ ~ IN 47.0+ k" \ ~ ou an ~ ~ ~ ~ ~ ~ ~a".
1 LOCKERY, WILLIAM ~ ~ - ~ I ~ ~ ZONING R-10 _ _ ~ ~ ~ 1 R ~ ~ a~,.t
I B.M.1920 PAGE _ - _ - - - 1 232 _ _ - _ _ a
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1 T 1 11 I ~ S ORM DRAINAGE DESIGN TABLE Q x
~ 1 S 1 J ~ GENERAL COA 11 I GENERAL CONSTRUCTION NOTES: IRON PIPE (PROP. CORNER) v.F. NEON PIPE FOIE ~
I ua Nea Ac a ~ I I AE TA Yaeulee M rrc elor aazs us ai 1. ALL CONSI 1 ~ m ew lOfA1. c su ATAt sa tD16A1 1t eu>rc u.a eN as en 1a.oarr aFV. IEw+wcs 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RA - EX. a
I I ~ STANDARD DE f !IU ea4 / 1 a e},p 1S 6 1.67 241.e0 Y41.70 7.1 Atl 14' CIIFI~f STAN AR TAI LEIGH Vy do PROP. WATER LINE ~~s IRON PIPE SET ~ - D D DE LS AND SPECIFICATIONS.
1 ' PROPOSED OFF SITE SANTMI' SEWER MAIN >YfJ x/16 t 2. ALL CURB I ' e20 !6 eo oee 7J1.96 4z / I 11 ~ 1 I zsa 1a4 zsalo ~ ~ ~ 1 I ~ BY THE GTY OF'AE RALEIGH GUTTER. ALL 2. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24' CURB AND EX. do PROP. A ~ GUTTER. A R SS S NITARY SEWER LINE c.c.s CUT CROSS SET y ~ ' LL GUTTE SHOWN WITHIN RIGHT OF WAY SHALL BE STANDARD 30 ~
JI •Q I • • CONSTRUCTION TO 1B~1,uNE, 1998 CURB AND Gt .A ~ I BEFIN ALIGNMENT A PER THE GTY OF RALF31~i OOUNGL ACTION ~ ~ ~ 1z ao ao 24S.1o 7.e 21e.3 CURB AND GUTTER. SEE DETAIL ON SHEET 3 OF 3. EX, UNDERGROUND U1ILITIES p
I 11 R WI H ~ a1e 1 ZY oA 2sao 3. A COMPLE' W MH /1` ~ I DEVELOPE S ES TO BALL EARLIER ~ ARE AVAILABI 3. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 12 DRAINNG FILE uW ~ SURFACE DRAINAGE FLOW V (ELECTRIC do TELEPHONE) p a ARE AVAILABLE UPON REQUEST FROM THIS FlRM. V
232.4+- JI 2se.o 4. THE CONTf 4. THE CONTRACTOR SHALL LOCATE All UTILIiI P ~ I PROP. CATCH BASIN 0 ~ l ES RIOR TO COMMENCEMENT OF CB/10
226.4+- ~ I I ~ - 11 I 1 - ~ ~ aw GRADING ACTT / I I 1 ` I x 1J6 a6e 1Ja4 237.io 1 24eJ LOCATION OF GRADING ACTIVITIES. CONTACT ULOCO AT 1-800-632-4949 FOR FELD W EX. WATER VALVE ~
1 ~ I swte Brno e4.u x z1a a6e zn.1o zsam 11.o 2437 5. ALL DIMEN LOCATION OF UNDERGROUND UTILITIES. ~ PROP. FLARED END SEC110N ~ °j 5. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ~ ~ EX. FIRE HYDRANT p
I ~ I \ X511 H.33 12 4z a5 zssm zs1.e z4z.S I/ ~ I a7 ON PLANS. ` I ON PLANS. ~ P ~ ROP. SPOT EL.(FINISH GRADE) y ~ ~p
I l 1 ~ ~ EXIST I 6. ALL PAVEb p10 Cet7 i.Y4 i 1 iZ IS 3.S Y43.70 24213 z47a 7. UNLESS Ol 6. ALL PAVEMENT ON SITE SHALL BE 2' I-2 AN OS EX. SANITARY SEWER MA D 8 ABC STONE. NHOLE 7. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF C.O. o ~ f'~'
1 1 I 1 (DWELLING I I • I ~ e aJb 13 127 Z.0 4.t 1 I 1 N/F z1e.e ASPHALT OR PROP, SANITARY SEW. CLEANOUT 0 ~ p, ASPHALT OR FINISHED SURFACE. m EX. ELEC. CONTROL CARNET
I 11 , \ I 1 t z4a7 8. SEED ALL I I ~ 1 I \ 1714.13-'44672 PAVED OR PL 8. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE PROP, WATER METER a PAVED OR PLANTED, UPON COMPLE110N OF GRADING ACTIVITIES. ALL DETENTION ® EX. TELEPHONE P I T
I 11 \ - STS AUGNN ~MIETT A. onz 1 ale 1 i14 6. , z4s.e PONDS SHALL PONDS SHALL T ED S AL 4 q k; BE S ABILIZED WITHIN 14 DAYS OF CONSTRUCTION. p
~ 11 I ZONING X14 z.zs tz to os zx.1e zsat s. zse.6 9. SEE ARCHf 1 I f~-10 e 9. SEE ARCHITECTURAL PLANS FOR UILDIN ~ PROP. WATER VALVE x B G DIMENSIONS AND FEATURES. # EX. LIGHT POLE o I
I I ~ ~ 1 ~ \ 10. SEE PLUM ' II ~ ~ \ \ I ~ I I, 1 A \ FIRELINES AN[ 10. SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BACKFLOW PROTECTION ON a - FIREUNES AN P P PR ~ ~ is D I E SPECIFICATIONS OF FlREUNES. ~ OP. FIRE HYDRANT ~
11 iW \2 11 ~ \ \ \ \ ~ \ \ ~ \ 11. SEWER LA I 1 ~ ~ ~ YI \ \ a \ 11. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1X ON 4' LINES EX. CATCH BASIN ~w I g a ,:t
W I ~ \ ~ \ \ ~ 9• AND 0.5X ON ~I ~ ~ \ \ ~ AND 0.5X ON 6 LINES. CLEANOUTS SHALL BE PLACED AT 50 INTERVALS AND ~ ~ PROP. WATER VALVE do EX. 10 CONTOUR INTERVAL ~ p -s AT BEND POINTS. ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD BLOW OFF ASSEMBLY
C~1 3 \ / AT BEND POI I rY I ~ BEARING TYPE 11 2 ~ W ~ I ~ MH /2 BEARING TYPE.
Q ~ to ~ \ \ 237,0+- 12. THE SLOP( I 11 cn ~I I \ \ \ _ ALL ON SITE UTILITUES SHALL BE 12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1 4' PER EX. 2~ CONTOUR INTERVAL pia
Q II ~ ~ \ \ 28.3b FOOT. ~ ~ ~ , STA 2+54 INSTALLED BY D P I 11 X ~ ~,I / ~ \ NEW MH /3 EVELO ER. 13. WATER Mp FOOL y, EX. WOODS LINE E`, 13. WATER MAINS SHALL HAVE A MINIMUM 4' OF COVER.
I 1 \ I1 ~ ~ - I 11 W k I I \ RIM 238.0+ 14. THE TOPO k 11 ~ \ \ INV 229.1+- 14. THE TOPOGRAPHY SHOWN WAS FIELD LOCATED BY THIS FIRM.
1 W IWr ~ ^ 1 EXIST I \ 15. ALL GRA I ~r _ \ \ \ N/F (~'1 I J \ ~ 16. PLANT M 15. ALL GRASS AREAS WILL BE SEEDED IMTH REBEL 3 FESCUE EX. GUARD RAIL 16. PLANT MONKEY GRASS IN ALL TEMPORARY POOL SURFACES OF EACH "~'""M'-~-0 y~
11 I ~ ~ ~ \ \ \ ~ WAKE COUNTY P I II I N/F ~ I oer AAA DE ARTMENT OF EDUCATION DETENTION PC II1 ~ v\V ~ 1 DETENTION POND.
' 1 I I 1714.1 4.456 I vlroroa>EO s>oeAOE w~utt EMMA CONN ELEMENTARY SCHOOL 17. IF WET C 11 _ ~C I11 ~ _ _ _ \ ~ a 1e7aoo cF. ALL SEDIMENT 17. IF WET DETENTION POND TO BE USED AS A SEDIMENTATION BASIN ALL SEDIMENT SHALL BE CLEANED OUT PRIOR TO USE AS A WET DETENTION POND.
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I ~ GRASS LIN SWALE\ ~ \ ~ S) ~ ~ ~ ~ I ~ ~ ~ eb ' NOTE ~ 3
~ ~ \ ~ ~ r I ~ ~ \ ,~a s3~~ \ ~ /p ~ ~ I . ~ \ \ ~ THIS PR P ~ Y ' ~ 0 ERTY DOES NOT LIE WITHIN ~
I I EX 39' B-B ~ R \ 444 ~ } A F.E.M.A FLOOD HAZAR } m ~ N D AREA.
CURB AND GUTTER \ ~ 90 ~ 1 ~ ~ I STREET 11 R1 ASS ~ m ~ alo Gio, ~ I
/ Sj \ Ia F ~ ~ < ~ I t I "
I 1 1714.13-14.4454 RIPRA \ ~ ~ ~ ~'~R' ~ r ~ ~ WMM D ~ ~.a:.
\ ~ ~ ry ~ I MAN MARGIE M. / I COLE WET\DETENl~p~6~ ~ ~ x,:,,, . 'ii6`,`'..'
I ZONING R-10 ~ ~ \ ~ ~ I ~ \ d'
I I B.M.1920, PAGE 232: SEE I a'.
~ ~ ~ ~ v Ou \ I ~ N/F
1 I . ~ _ \ \ ~ ~ ~ ~ R~ ~ REBECCA C. WEATHERFORD ~.r;~
I ' ~ sv ~ I ~ _ ~ ~ . ~ I ~ ~ ~ B.M. 19 P ~ ~ ~4s ~ 82, AGE 308 _ ~ ..a
I ~ ~ ~ ~ ~ ~ 4 B.M. 1981 PA ~ \ GE 575 _ ~ ~
I 1 ~ ~ ~ TYPICAL ~ - Q W ^~FV : \
1 ~ ' R I ~ - - ~ s. ~ . END ALI ; , - ~ STA ~ ~
I N/F ~ I ~ ce GIs I 1714.13-14.4 1 ~ ~ NEW ~ \ V 1 RM1
I 3 3 ~ ~ tur w N _ - ~ ~ - I LOCKERY, WILLIAM ~ ~ ~ ~ C - ~ ~ ~ IN
1 ~ ~ - - I ZONING R-10 ~ - a/ ~ ~ EMI d1Y RAIfICH \ ~ ~ ~
I ATe - B.M.1920, PAGE 232 - - - _ - _ rau ~ ~ `
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1 ~ i N /F o : F ~ qrp INV 243.54^ ~ ~ ~ \ ~ ~ 11 ~ ° ~ ' 6.94
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1714.13-14.3263 W > ~ \ ~ NQ ~ RUSSELL MALVIN & SALLY JR. N 2 ~ oQ \ n ~ p ~
ZONING R-10 ~ ~ ^ ~ W °j N V ~ \ ~ w ~ ~ ~ a ~v, ~ ` 188.78 ~
.~oW v2 o e Ow oo J o~ 47 PAGE 19 ~ ^c~ N~ ~ ^W •~w o ~ n
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- -
. LEGEND
0 I.P.F. IRON PIPE (PROP. CORNER) IRON PIPE FOUND d
a
r ~I I / 1 1 ' - EX. & PROP. WATER LINE IRON PIPE SET ~ W w ~'r
~ I I ~f ;:~i-. t::¢ ~ EX. & PROP. SANITARY SEWER LINE c.c.s. CUT CROSS SET ~
II T ~ ~
I 1 1 ~ 1 ! 1 I I EX. UNDERGROUND UTIlIT1ES SURFACE DRAINAGE FLOW , Ulu ~ ~ A c.,'.
~ I V (ELECTRIC & TELEPHONE) V b c ~ ~ PROP. CATCH BASIN ~ eD ~ ~
11 1 I 11 EX. WATER VALVE ~O ~ ~ ,
f ~rl x ~ PROP. FLARED END SEC 0 ~ ~ p.
I ~ I II 11 I V ~ EX. FlRE HYDRANT ~ PROP. SPOT EL. FlNISH GRADE IV ~ ~ 0° ( ) o
~ 1 i i I~ I I I II ~ r+ ~ o ® EX. SANITARY SEWER MANHOLE m
ay I I ~ I I 1 1 ~ ~ ~ f I C.O. PROP. SANITARY SEW. CLEANOUT ~ P ~pa
I I/ 1 oosT ~ ~ I III D~au+c p ao EX. ELEC. CONTROL CARNET V ~ PROP. WATER METER ~
I ? I~ \ ~ I N F / II q W ® EX. TELEPHONE PEDISTAL o o a
I 11 jl , \ 11714.13-14.4672 1 ~ I~ PROP. WATER VALVE q Z a I o a
1 11 I \ - ST~AUGHN BENNETT A. EX. LIGHT PO[E ~ ~ , .~P PROP. FlRE HYDRANT ~ o .°~00
11 "ZONING R-10 111 \ EX. CATCH BASIN ~ o ~
I ~ I ~ I ~ . I ~t ~ \ ~ 11 ~ ~ ~ I I L \ \ ~ \ PROP. WATER VALVE & -960 ~ e7 a
~ ~~,\zl? \ ~ \ _ EX. 10' CONTOUR NJTERVAL BLOW OFF ASSEMBLY
I ~I ~ I ~ \ ~ \ ~ \ \ w Ir ~ ~ IQI \ \ EX. 2' CONTOUR INTERVAL
I ~ ~ I 3 \ ~ >Q> n \ ~ \ ~ l 11 z ~ WI \ \
w ~ I \ to \ \ 111 ~ I I \ \ ~ \ N EX. WOODS LINE
~ 1 ~ l1 111 x 3 1 h ~ .I` \ \ EX. GUARD RAIL :~4'-
Il I \ I Ir ~ x xl T \ N/F
11 IW EwsT I ~ \ \ \ W r , ~ \ \ WAKE COUNTY DEPARTMENT OF EDUCATION n -r
~ 1 I ~ I ~ ~ N ~ \ \ OF STREAM A CONN ELEMENTARY SCHOOL I /F v \ EMM I 11 I - \ P~ I . Ki
' 11 I 11714.1 4.4561. I ~ ~ 11 II "aryl
I ~ RIS THE' Q ` 2 I ~ r ~ Q ~ ~ ~l II ~ \ B ~ i~! ~r {
I I I zoNl -10 \ \ r, ~ ~ 111 I \ ~ \ 4E \ ~ ~ u~
`i.9
~ \ \ \ ~ ~ ~ ~ I ~ \ ~ ~ ~ ~ NEUSE RIVE IEUSE RIVER ~ w ~ ' °w
~ ~ ~ RIPARIAN BUF v, I \ N 7,508 W 'ARIAN BUFFER } m u ~
~ I ` N 18 l s \ 17`92' 4. ~ W t0 ~GfC1 sir`
I ~ \ I oc ~s' s-e ~ ~ '`I ~ ~ ~ ~ I a W a ~ 5~~
1 GUTTER \ ~ ~ \ \ J I aye ENO ~ ~ v- I sTREET ~ ~ N 7 53 0. ES \ ~ \ J I a' _ ~ a W l l D U N G ~MM
OF STREAM ~
~ .34 1 I 1714.13-14.4454 ~ ti ~
\ ~ I COLEMAN, YARgE M. \ ` 1 o~ ~ !y ~ ~ ~ ~
1 ZONING R-10 S~ ~ ~ 1 P 232 ~ 1. ~ \
I B.M.1920, AGE . \ ~ '~s, ~ k ~ ~ N/F ~ ~ ~ ~ ~ REBECCA C. WEAIHERFORD
t ~ I ~ ONE ~ UFFE \ ~ B.M. 198 PAGE 308
~ ~ B.M. 1981, PAGE 575
1 I ~ _ h ~ ~ ~ ~ ~ ~ ?S
I ~ _ ~ ZO E 1 BUFF R ~ _ ~ \ <P
~ \ \
I - N ~ ~ ~ ~ \ ~ ~ ~ ~ ~ \ \ ~ \ ~ s t;;;
1714.13-14.4313 ~ ~ ~ , ~ ' ~ \ \ ~
I - I ~ ~ ~ ~ ~ I LOCKERY, WIWAY - 'fit. , , r ~ ~
1 _ ZONING R-10 ~ - _ ~ . - - , S86,~ $8 - ~ Iii
II c B.M.1924, PAGE 232 _ - - - ~ , ~ ~ ~ .N ~
I 1-BU - - ~ ~ 8 ,y ~ - . _ ~
Mn: 14
s p~ / . ~ } - - ~ \ ~ Z
rte, / ~ ~R_~ ~ ` 3-4x-5:3 ; - ~ ~ \ ~r gs \ ~ ~ - Q
/ ` ~ ~
i Z~ ~ N/F 0.40 A ~ ' ~ r ~ ~
~ ~ ~ 1714.13-14.4313 / ~ ~ ~
• TFfEVA I J ~ , ~ ~ ~ THAN 8EN P, dt . , i- i GRADELLA P. ~ ~ r V ~ ~ ~ ~
ZONING R-10 ~ ~ ~
B.M.1920 ~ ~ \ . PAGE 232 . ~ ~
r ~
~ „ ~ ~ ~ ~
I l ~ ~ ~ ~C ~ ~ P
• ~ ~ , \ Y,. ~ o_
. es~5' ~ • ~ ti ~ ~ s ~ ~ 258.49 6 ~ ~ ~ ,y:
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o r rn ~~t~~~ N~ FAQ^~ ~`j' ^W N N ^ ~ I \ ~ ~ ~
• B.M.1947, PAGE 19 \ ^ , ~ ~ ~ ~ \ ~ 1 c~ \ ^W l o N m n o: o I a 2~ Q .ooca z ? ~Q z ~W~Q n ~-~rQ^W I I as OW ~ ~ ~ Q ^ ~ ~ ~
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a
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C) BAR GRAPH 1 Inch = JO ft. L = 1498 . 8
SHEET I OF 3 'Rf~ r
C m
Y N L
N
Q

-
,
\ ~
1 ~ STORM DRAINAGE DESIGN TABLE LEGEIO ~
$ ~ sraw ~Ea~tcr to rfiur ~ is - 5 i • 7.22 91 GENERA D GENERAL CONSTRUCTION NOTES. IRON PIPE (PROP. CORNER) ttf
~ ~ uxE AREA Aa I ~ a (mss) PIPE DATA PYC o.609, ~ arms u.s. PoII PRdI 10 sue TOru 1. A MSON FEE FOUND d
c sue 1nrA< saE ta+onl x scaPE u.S rrv o.s lev r~oaly E1fi! a~wncs 1 ~ 9f13 2a4 a31e 620 82.0 15 8 1.87 241.80 STANDA 1. ALL CONSTRUCTION SHALL CONFORM TO THE I1+ CURRENT qTY OF RALEIGH yy EX. & PROP. WATER LINE ~.S IRON plpE STANDARD DETAILS AND SPEgFlCATIONS. ~
241.70 7,1 8'ISTALL 14' OAIFlCF 2. ALL f ~ ~ 91E NARY ~R IWI swr1J swee ego Ja 180 ae5 2~.9s 23a 42 1a4 23aio 2. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24 CURB AND EX. dt PROP. SANIT ~
/ I ~ BY lAE CiY ~ 1FIE RA18BH GUTTER, GUTTER. ALL GUTTER SHOWN WITHIN RIGHT OF WAY SHALL B SS ARY SEWER UNE C.GS. CUT CROSS SET 0
~ \ ~ ~ ~ 1998 H~ s~ 0.S2 aJa aa9 a69 12 JO ao z4aJ0 CURB A / 11E CIfY ~ RAUBgI WUI~L ACTION ~ 24a9o 7.e 24fl3 3. A C( CURB AN E STANDARD 30 ~ ~ ~ D GUTTER. SEE DETAIL ON SHEET 3 OF 3. ~ a 1 3. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 1 EX. UNDERGROUND UTILITIES SURFACE DRAINAGE FLOW ~ m ~ 2 DRAWING FlU: ~
/ OE11FL~ ¦lE310 NSTAII EARLIER f87 0.16 1.11 1.1 12 22 0.5 250.75 25a84 2550 025 ARE AV / Ce7 ao61 1 83 ao 21%0 4. THE ~ (ELECTRIC do TELEPHONE) a a ARE AVAILABLE UPON REQUEST FROM THIS FIRM. ,r U W
I I cRADIN( 4. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEM ~ ~ PROP. CATCH BAST ~ ~ I t';`; ENT OF EX, WATER VALVE C6~10 N 0 m p GRADING ACTIVITIES. CONTACT ULOCO AT 1-800-632-4949 FOR FIELD W ~
~ ~ / ` Si/16 SYrg J6 iJ8 0.96 23642 237.10 .0 2483 ~ y Ig' ~ sra ono LOCATIC 1 / y 6bJ3 38 213 0.98 2J7.10 2J5,Ot 11.0 24x7 5. A LOCATION OF UNDERGROUND U11U11ES. ~ 01 N~ PROP. FLARED END SEC110N
e ~ \ F~1 LL 61,33 42 42 Qs 2,01 234.6 d7 z42S ON PLAT ~ 1 5. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS 0 ~ e EX. FlRE HYDRANT I ON PLANS. ~ THERWISE STATED ~ ~ ~
/ ~ \ EfIST 6. ALL " ~ PROP. SPOT EL. FlNISH GRADE a 6. ALL PAVEMENT ON SITE SHALL BE 2 I-2 AND 8 ( ) ~ ABC STONE. ® EX. SANITARY SEWER MANHOLE o
1 Oho ~ 1~4 3.iJ 3.1 12 15 3,S 2 70 24213 a8 241.5 ? I ~ ce5 s a3e 15 iv 20 7. UNLE I N/~ 24213 230.e0 2166 A$PHAI' 7, UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ° u ~ C.O. PROP. SANITARY SEW. CLEAN T ASPHALT OR FINISHED SURFACE. IX1 41 P
I 0815 18 118 0.5 7 SEED m EX. ELEC. CONTROL CABNET V w. 8. SEED ALL AREAS DISTURBED BY CONSTRUCTION AND NOT IN 0 DILATED TO 8E PROP. WATER METER r~
r ~ 1 ~ 1714.13-14.46 PAVED SIRAUGiIN BENNEI' A. onz ale 1 114 0.o PONDS PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. ~ PONDS SHALL BE STABILIZED WITHIN 14 DAYS OF ~ DETENTION m EX, TELEPHONE PEDISTAL p a
ZONING R-10 P~4 22s 12 16 as 2.16 t :4ae / ~ \ 2~: 3.8 230.6 9. SEE 9. ~ CONSTRUCTION. ~ 0 0 W ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEATURES. ~ PROP. WATER VALVE q ~ z
~ f \ ~ \ \ 10. SEE ~ / \ 2 i \ \ \ ~ \ FlRELINE 10. SEE PLUMBING PLANS FOR LOCATK>H OF VAULTS, BACKFLOW PROTECTION ON ~ EX. LIGHT POLE c q I FlRELINES AND PIPE SPEgFlCATKINS OF FlRELINES. ~ A~ r''
~ ~ \ ~ , ~ \ \ \ 11. SEVN ~P PROP. FIRE HYDRANT y W ~ , 11. SEWER LATERALS TO BE PLACED AT A MINIMUM SLOPE OF 1% ON 4" ONES EX. CATCH BASIN w a'~I ;n
W r \ \ \ \ AND 0.5 ~ \ ~ ~~r ~ AND 0.5% ON 6' ONES. r o w m o0 CLEANWI'S SHALL BE PLACED AT 50' INTERVALS AND _ -N.e PROP. WATER VALVE do t` ~
~ ~ ; \ \ \ \ AT BEN[ 2 AT BEND POINTS. ALL CLEANOUIS IN PAVED AREAS SHALL BE APPROVED LOAD EX. 10 CONTOUR INTERVAL BLOW OFF A ~ ~ ~ W SSEMBLY BEARING TYPE. ,,p; _
W \ ~ \ BEARING Q r, V \ 12. THE U) Q r. - \ \ \ \ ~ ro ALL ON SITE UTILITUES SHALL BE 12. THE SLOPE OF HANgCAP PARIONG SPACES SHALL NOT EXCEED 1 4' _ EX. 2' CONTOUR INTERVAL
\ ~ INSTALLED BY D FOOT. k 3 / ~ - - ~ .a EVELOPER. FOOL ~ ~ r~ V1
\ \ \ 13. WATI ~ k ~ ~ \ \ 14. THE 13. WATER MAINS SHALL HAVE A MNNMUM 4' OF COVER. EX. WOODS LINE Y;. 14. THE TOPOGRAPHY SHOWN WAS FIELD LOCATED BY THIS Fl
W i _ EXIST \ \ \ \ \ • .N ~ \ \ \ \ NSF 15. ALI f, 15. ALL AREAS W~L 8E SEEDED WI1H REBEL 3 FESCUE. EX. GUARD RAIL
N \ \ \ \ ~ I WAKE COUNTY DEPARTMENT OF EDUCATI 16. PU IE \ ON 16. PLANT MONKEY GRASS IN ALL TEMPORARY POOL SURFACES OF EACH DETENTK>H POND.
\ ~ EMMA DETENTN 1714.1 4.458 I CONN ELEMENTARY SCHOOL 17. IF ~ - - - _ ~ 1 ALL SED 17. IF WET DETENTKN POND TO BE USED AS A SEDIMENTATION BASIN,
~ TM~~ l ~ ~ ALL SEDN~ENT SHALL BE CLEANED OUT PRIOR TO USE AS A WET DETENTION POND. LL:
Z01~ -10 \ \ \ ~ so RCi`R~
~ ~ ` ~ \ \ ~ r~
.:p
\ \ ~ ~ ~ ~ ~ ~ nji K ,:~Y
\ ~ ~ GRASS UN SW ~ ~ \ S \ it NOT ; E ~ ~ w.
ey ~ ~ ~ 76 ~ ~ ~ \ ~'RISEI~A ~ \ ~ b7g ~ THIS PROP = Y ERTY DOES NOT LIE WITHIN ~ t,
\ SEE DETAIL ~ EX J?' B-B ~ ~ ~ ~ / A F.E.M. } ~
CURB AND GUTTER F ~ 4~ 80' ~ o sTREEr \ ~ ~ ~ ~ A FLOOD HAZARD AREA. } ~ ; N m ..aloes a
n \ \ 8 ~I I ~ 0. < ~ r ro'.~~
4.1 14 ~ r~gooR 171 3- .4454 \ ~ ~ cf \ W ~ S I I ; \ ~ ~ O W IQMf
AN YARGIE Iri. l . 9' ~ COLEwI ~ \ ~ a `°sfi
' ZONING R-10 ~ ~ ~ ~ ~ \ ~
B.f1~.1920~ PAGE 232 ~ ~ *~~w \ ~
a ~ \ ~ ~ ~
• ~ ~ RI AP ~ \ \ G~ ~ ~ , ~ ~ E • ~ N F ~ ~ ~ ~ Rips ~ REBECCA C. WEATIiERFORD
~ w \ \ \ ~ \ ~ ~ 2 B.M. 1982 PAGE 30 ~ ~ 8
~ ~ B.M. 1981, PAGE 575 f4)0\
• ~ ~ ' ~ \ \
~ R ~ \ . 40 ~ ~ ~ A W ~ \
1714.13-14.4313 ~ \ ~ ~ ~ U~
• LOCKERY, WIWAY ~ ~ - _ _ _ _ ~ ~ ~ ~
~ ~ ZONING R-10 _ - ~ - _ ~ ~ ~ \ ~
B.M.1920, PAGE 232 _ - _ ~
~ , ~ ~ ~ ~ ~ ~ ~ , of ~ ~ \ \ \ ~ ~ \ \
- - ~ a CB ~ - ~ ~ ~ I
1 \ GH 0 0 r T
/ ~ \ ` ~ ~ w V .
1 ~ \ \ N F / ~ 5p a _ ~ \ i \ ~ ~ ~ \ r _ ~
2 ~ 1714.13-14. , 43 3 I ~ ~ ~ ~ 1 ~ ~ ~ ~
1HEVAIHAN BEN P. ~r ~ ti°~ ~ iS ~ i .r v ~ ~ ~ ~ ~ s ~
• ~000~ ~ ~ ZONNIIG R-10 ~ ~ o ~ \ \ ` se ss~o,
GE 232 _ - ~ ~ 3 ` s S?" N ~ ~ \ ~ 84. f Fit W ~ ~ ~ ~ 33
~ ~ ~ ~ w
~ s ~ ~ I ~ ~ , ~ ~
, .r ~ + ~ .,,rZr~„ ~
/ ~ ~ ` ~ TT kk r X51 V ~ ~ ~
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i 25849' ~ ~ s Z
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SITE DATA
PROJECT INFORMATION.•
PRELIMINARY SITE PLANS FOR
PROJECT LOCATION/ADDRESS: WILLOW STREET AT EDMUND STREET
CITY OF RALEIGH
WAKE COUNTY, NORTH CAROLINA
OWNER/DEVELOPER: PARK HOMES, INC.
4030 WAKE FOREST ROAD
RALEIGH, NORTH CAROLINA 27609
[phone]
WILLLOW PLACE CONDO WILLOW STREET @ EDMUND STRE ~IT~ OF RALEIGH CONTACT: DAVE PARK
SITE PLAN DEVELOPER/ MID-ATLANTIC ASSOCIATES, P.A.
CIVIL ENGINEER: 409 ROGERS VIEW COURT
RALEIGH, NORTH CAROLINA 27610
[phone]
CONTACT: MICHELLE DELAIRE, E.I. `r"
' EXISTING USE: VACANT
TOTAL SITE AREA: 2.92 ACRES
E E T PROPOSED USE: DUPLEX CONDOMINIUMS ~ TOTAL DISTURBED AREA: 2.69 ACRES
IMPERVIOUS AREA: 0.89 ACRES
PERVIOUS AREA: 2.03 ACRES
' PERCENT IMPERVIOUS: 30.4'
PARKING PROVIDED: 32 SPACES
INDEX TO SHEETS
SHEET
WAKE COUNTY, NORTH CA~L1 w. , No: ~E
COVER PAGE
C 1 EXISTING CONDITION PLAN
C2 LAYOUT PLAN
C3 UTILITY PLAN

C4 GRADING/DRAINAGE PLAN
C5 LANDSCAPING PLAN
u~r~

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w
f;~ iii~ik,o~ii~i
,a_ LI L11J 'L_i~ LLB ~ I I I ~
~i~ -
REVISIONS
12/13/01 REVISIONS PER COMMENTS RECENED 11/28/01 MLD
.tom.. ~ ag..; .~~i,.~;,,,;~. 01/11/02 REVISIONS PER COMMENTS RECENED 01/10/02 MLD
' " ~ 03/02/02 REVISIONS PER COA1lAENTS RECENED 02/20/02 MLD -fir
O5~ IE160N5 PER ADJ. PROPERTY OINIfR COIIIFNfS MLD
!6t FI16T UD
6
:s.,
VICINITY MAP - -
NOT TO SCALE
< ec-t.. ~ N 0. BY
~'lRELIMINARY
~ID-ATLANTIC T FOR CONSTRUCTION
ASSOCIATES, P. A.
SEAL:
o r -
engineering or anvcrurcmerctui auicsiiura DATE: JOB NUMBER:
409 ROGERS VIEW COURT PHONE: [phone]
NOVEMBER 2001 I OOOR 1075
RALEIGH, NC 27610 FAX: [phone]
01-

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a
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s~~~, 1 1( I ~ I Id1 i LEGEND
~ ~ I ~I .Id11 ~ s ~Y1 EX. WOODS LINE
d~ ~ IRON PIPE (PROP. CORNER} B EX. TREE
~ d l I O 111 v } / ~6 BE ® PROPOSED PROPERTY CORNER
11 I ~ 111 EX. & PROP. STORM DRAINAGE LP.F. IRON PIPE FOUND
~k ~9. 1 1 I -W~- EX. & PROP. WATER LINE LP.S. IRON PIPE SE1 _ "F.
1 dl R a ~ ~ 111 ~ ~ I -W-W PROP. WATER SERVICE C.C.S. CGT CROSS SET
d l ~wti 11 w S EX. & PROP. SANITARY SEWER LINE SUREACE DRAINAGE FLOW
~ z l~ r-_ Q di/ 131 I \ 1 ~ -s-s- PROP. SANITARY SEWER SERVICE PROP. CATCH BASIN
I I III ~ II I -ucu EX. UNDERGROUND UTILITIES D SMH ~3 PROP. STORM MANHOLE
I I ~ ~IX~T dV III 1 1 E 5 I (ELECTRIC & TELEPHONE) wv ® PROP. YARD INLET
I I I , IDWfLLING N E V l I l EX. WATER VALVE
I I I. 1 1714,13-14.4672 N dl I . ~ ~ ST~AUCHN eENNETT a. PROP. FLARED END SECTION EX. FIRE HYDRANT
dl o ~ \ ~ ZONING R-1Q 306.8+ PROP. SPOT EL(FIMSH CPADF; s EX. SANITARY SEWER MANHOLE
I ~ 31 I ~ ~ ~ v C.O. PROP. SANITARY SEW. C_E-'~+C~,'-
I ~\z111~ v v \ 11 i~ - r ~ v ® EX. ELEC. CONTROL CABNET ® PROP. WATER METER
1 i ~ 1 Q ~ ~ ~ ~ \ ~ ~ ~ ~ ~ ® EX. TELEPHONE PEDISTAL ~a- PROP. WATER VALVE
I z ~ i 1~,1 ~ ~ ; A ~ 11 Q ~ ~I J?~ ~ fk ti I ~ I EX. LIGHT POLE ,r, ~ PROP. FIRE HYDRANT ~d
11 k 3 IN1 \ ~ ~F ~ \ ~ I d w k II k ~ ; - ® EX. CATCH BASIN _ -se-ti PROP. WATER VALVE &
I w IWI~ I EX,S'. ~ vv. ~ a I r 31d ~~~_J 220 Ex. 10~ CONTOUR INTERVAL BLOW OFF ASSEMBLY
222 EX. 2' CONTOUR INTERVAL _o-o- PROP. 6' HT. WOODEN STOCK4DE FENCE
I III I 1 14.4 ~ ~ ~ dl J _ - a 3> 5~t ~s ~ I ~ ku:RRIS, D~RO \ \
d l II ~ I ~ _ R ~ ~E I W I I, ~ I cCNr~J ~ 10 ~ p I ?46 ~ ~ y - II ~ v ~ ~ , ri~'KE ~'`6~' _ r~RiMENT OF EDUCATION ~Vi
dl w ~ A ~ . u ~ ~~A ..-,I„~ ~ I I ~ a \ + ~ ~ _ , . S~'.'. NTARY SCHOOL
I ~ III • / ~ ~ ~ ~ ~ ~ d \ \ ~ ~ I ~:~1
I tl ~ Id - ~ v ~ ~ ~ - ~ ~ ~ s3 r ~s~~ ~ r''. I
t~: b: 1~
dl \ ~ o h I I ~ \ ~ \ \ I 1 EX 39' B-B \ ~ ~ \ ~ ~ II k d REBECCA C. WEATMERFORD B.M. 1982, PAGE 308
I J f CURB AND GUTTER \ ~ \ ~ ~ ~ \ \ dl Q Id STREET NSF ~ • \ ~ \ ~ B.M. 9981, PAGE 575 a;<`
I Q I I 1714,13-14.4454 ~ ~ ~ ~ ~ 1 l ~ ~ ~ Id \ ~ \ \ \ ~ II I ~~~)LEMAN, MARGIE M, ~ \ ~ ~ ~ „s,S :rs.
\ ~ 152' 1 1 m Id \ \ ~ I '.KING R,,:~ ~ ~ \ 2S4
I I I - ? 1,1 72C. P.,,,E L3P ~ ~ A 'e A ~,r,Sr+ - ?g 11 II ~ \ ~ ~ ~ ~ ~ \ \ ~ I ~ ~
11 ~ III ~ ~ ~ ~ ~ i ~ ~
~ ~ ~
~ ~ ~ \
~ 11 III NEE ~ \ ~ ~ ~ ~ ~ ~ r? \ ~ \ ~i ~ III d 1714.13-14.4313 ~ ~ \ ~ ~ \ ~ \ \
~ ~ - ~ II LOCKERY,WILLIAM \ ~ \ ~ \
ZONING R-10 9 -C-_---- = j- ~ ~ I I B.M.1920, PAGE 232 >16 eE~ - - ^ ~ ` . ~ - ~ _ . ` ! `~2~6 ~ ~ \ ~ ~ ~
~ ~x
s 4? ~ \ ~ \ ~
~ 0 ~ I ~ ~ \ _ ~ V A v ~ ~n. ~ V A ~ A ~
8°BE i ~ • ,7'4.13-14.431± ~ / / i - - \ \ \ i°m
/ ~ THEVATHAN BEN P. & GRAZIELLA P. . J ~ ~ ~ ~ ~ , \ _
ZONING R-10 / ~ i ~ ~ - - - . ' ~ ~ ~ B M.1920, PAGE 232 ~ ~ ~ ~ ~ ~ \ ~ - - - ~ ~ _ , ~ \ ~ ~ 584.3
~ ~ ~ \ ~
1 ~ ~ _ i ~ _ ~ v v ~ ~ \ 3 _ ~ \ ~ ~ ~
16' B "BE 8 I ~ / ~ ~ ~ / r ~ \ \ ~ ~ P -a
8'PI ~ L~ ~ ~ B i 6~ ~ ~ ~ ~ ~ \ ~ ~ 59 8
1' 8525' B I ~ ~ ~ ~ ~ ~'PO 258.19' 6 2 ~ ~ / _i ~ _ c:rv
! ~ ~ I I S 44.3Y 16"PI ~ PO B"PO P 0 12 P ~B"PI 8 BE ~ ~ ~ ~F~«
tib 1~ qh~ ~ 219.26' TOTAL) 76"PI f ~ C s~ 1 ~ I I PI P a"BE -gE ~ ~ ~ - ~ ~ 76"PI P 1 'PI B BE B \ ~ ~ ~ ~ ~ N -j'
' ~ w ( \ ~ 8"BE 32"PI ~ \ ~ X25 ?4 ~ et i ~ B N 85 ~ 8 ~ ~ i' „ W ~ . \ ~ O .'1
r I I ~Q ~ Nw rn Z o 0o m I `L 188.78' ~ ~ ~ \
o~ N2 rn ti N~ ~ O~ v; nY ^ I M~' U ka~Ow NU ~ ~~0~ c~pOp~ p ~D;Ow \ Np ~ --252 -254• ~ ~ - , -256v~ ~ ~ ~ ~ N 86°57'C3" W
O vm C) `!20tu ~Q' w4.J" 4 'Q^U ~ cod • vz r 4 2 i IQ ~m w i~ I ~ ~ \~g I Q o ~ II ow ~ 62.'; 0' ~ ; v'r'
\ I~~ ^)O~a 2' IQ oU z I 8:Q z I ~Q `~.c' ? I ,mm o \ \~d IQ z~~ ~ ~ O I ~a w~~~Q ">>VQ ~ 4 ~ev_ ^~a 1 I ~ z 1 ,ma ^QO ~ a Jzn' ~~V J d ^~C~ ~.,tn ~ •-w0~ I ~ r~^, / ~ _ _ a 119 82' S B5° 13'3 =Pr, +.h
viz m ~ QZrn v>2p z^'~~m~ °02r ~Z?r; 2 ! ~~Q v~zm ~(V ^~r0~ G7 n n zv ^7 r;~2^ W I vJ2~ ~ ~ 60.44' ~ U
n~0 nQ2rn vp2o ^W"~ ~DO01 .U w0 ~ ~3 ~ ^T2m 2 m m ~ m ti~ ~ ~w ~ ~ ^ ~2Q ~~I ^~nN~ vmv~ rn T 2 / ~ a `b ~ W rn ~ 2~- J }
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~l n 3 - I 2~G~Q ~ °j~ ~ I ~ I •U~ 2h~ 2"~~UQ "O2\ ~kr ~(~O ZOO 4 r'7_J~ Q
' I a EXIST p W Z e! Q7 0 • T ~ I ~ DWELLING ~ V ~ ~ p~ 2 f f XIS I ~ I n m 0 (U Z C o~Z^ ~~2~ ~ yJ° ~N~I vQ2~; ~N~ O O~ ~ r,
DW LUNG rn I z f I ^ W~~ n m O 6 I I ~ - I a ~oN ~m0o~i ^Ur~~ \ Nti I 2^iQ~ ^OOrn Z I ~~Q O ~O ~ ^ON^ Q 2 IQ~ ^TC~ ^r ~YU o^ ^W O W ~ ~y U ti^ raY^ vUp^ m ,,y
~ I xl ~ L___ m ~ 1 m n22 ^g0 J m n3o°' 2,;;U~Q \NQ~~ °j~ ^ ~S' o
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• ~ ~ _ ,EXISTING I Q Q ~ ~ti~ v22~ ^~U ~ ^w 2m ~O?m J m m nY~T ~~Op
` - - - a ° ~ ~ DRIVEWAY - - - I O ~ ~ 2N" 0J U
_ X09" I ~ h ~ ~ ''~3~ ~ ~
~ 1 . 0 N
s's N EWER .
' ~ ~ ~ ~ ~ ~ ~X-S@ U~:.~ --~a EX. WATER 2T B-8 ~ E CB
~ 1 _ ~ ~ ~ "1~--- .'tea _
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.
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DATE ' PROIE(T: CLIENT: 10 20 011
HORIZONTAL SCALE:
40 I /
I1/fRTICAi Sf.AI F~
'3/02/02 MLD RLK
. REVISIONS PER COMMENTS RECEIVED 02/20/ 02 K VJLASSOCIATES, P 1 lo~ J • • DRAWN B": TITLE I
2/13/01 MLD RL REVISIONS PER COMMENTS RECEIVED 11/28/01 t
JBY n neerln u t REV. NO. REVISION. DATE: DRAWN 9Y: CHECKE g Environmental E I Solutions N L J a Ti= REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
WILLOW PLACE CONDOMINIUMS DESIGNED BY CHECKED BY:
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTEDHEREIN, AS AN INSTRUMENT OF SERN=IBI 7DdXD ONLY FOR THE SPMR'AMOSEAfDC10ff F()R K NWRVJW D• REUSE OFMO MPROPER RELIANCE ON TM DOCUMENT 409 ROG M WEW COURT PHONE: [phone] WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BYMID•ATLANTIC ASSOCNITES, P.A SHALL BE WITHOUT LL40LM TO IIDATLANTIC ASSOCIATES PA RALEIGH, NC 27810 FAX: [phone] SEAL: ; 01-107508 Ct P~
COPYRIGHTMI"TW TICASSMAMS, PA 2001
aF

r
~EGENC ~rvA
a ti ~1 Ex. WOODS LINE II f~ ~ IRON PIPE (PRO . CORNER .ti E'.
II ~6'BE EX. TREE I III ~ 0 PROPOSED PRCPERiY CORNER
II II I Ex. & PROP. STORM DRAINAGE ' P.F. IRON PIPE FOUND T ° A I V e
I I II II I --W_- LP.S. I I EX. & PROP. WATER LINE IRON PIPE SET DEVELOPMENT NAME:
II III I P A SUBDIVISION EXISTING USE OF PROPERTY: WILLOW L CE VACANT REZONING CONDITIONS (Z-79-00.
~ II PROP. WATER SERVICE C.C.S. CUT CROSS SET III I OWNERS NAME. ADDRESS. PHONE NUMBER: PROPOSED USE OF PROPERTY: -MINIMUM LOT SIZE REQUIRED: 8,712 SF (DUPLEX)
\7I S E:% & PROP. SANITARY SEWER LINE ~ SURFACE DRAINAGE FLOW I III I PARK HOMES, INC. 8 RESIDENTIAL DUPLEX DWELLING UNITS 16 DU TOTAL ( ) -MINIMUM LOT SIZE PROVIDED: 8,768 SF 4030 WAKE FOREST ROAD AVERAGE LOT SIZE- 0.207 AC !9006 SF
II II _S-S PROP. SANITARY SEWER SERVICE ®CB~10 PROP. CATCH BASIN I II I H 7609 ) -MINIMUM LOT WIDTH REQUIRED; 55 FEET RALE G , NC 2 Contact: DAVE PARK PROPOSED DENSITY= 16 DWELUNC UNITS~2.92 ACRES -MINIMUM LOT WIDTH PROVIDED: 65,0 FEET
II I -ox EX. UNDERGROUND UTILITIES OSMH ~3 PROP. STORM MANHOLE I I w TELL: [phone] = 5.5 DWE~~UNG UNITS~ACRE -MAXIMUM LOT WIDTH REQUIRED, 80 FEET
II I ~ ~ ~ (ELECTRIC & TELEPHONE) PROP. YARD INLET I 1 ~ _ v TA T NUMB R OR ENGINEER ARCHIT CT SURVEYOR: OPEN SPACE REQUIRED: -MAXIMUM LOT WIDTH PROVIDED: 80 FEET CON C E F / E
II I I ~ Q I 9G EX. wArER VALVE I I ~ ~ ~ ~ ~ PROP. FLARED END SECTION MID-ATLANTIC ASSOCIATES P.A. =10~ x 2.92 AC -=0.292 AC x'2,720 SF)
I II I I EX. FIRE HYDRANT I I ~ ~ 8+ PROP. SPOT EL. FINISH GRADE 306. ( ) II II I Ex~sT I Contact: REBECCA L. KALONS, P.E. OPEN SPACE PROVIDED: r =0.848 RC (36,946 SF) TEL~: [phone]
I DwELUnc ~ EX. ITARY EWER MANHOLE I II I pR I N/F SAN S C.O. PROP. SANITARY SEW. CLEANOUT TI F T ROP RTY: OFF STREET PARKING CALCULATION (2 BDRM RESIDENTIAL}:
I ~ Op h I I I sew zo• II 714 ,3-14.46?2 ® EX. ELEC. CONTROL CABNET II ~ ~ RF c+, l~ ® PROP. WATER METER 21207 WILLOW STREET, RALEIGH, NC CAECUTATED AT: 2 SPACES PER 2 BEDROOM UNITS PIN - 1114,14-8331 16 UNITS * 2 SPACES= 32 SPACES
I I ~ gsf~~STIIAUGHN BENNETT A. II 1k, ~ ~'Ftiv\R4~ ZONING R-10 ® EX. TELEPHONE PEDISTAL ZONING DISTRICT: a PARKING REQUIRED: 32 S ACES
I I I I\ F~c,; -ee- PROP. WATER VALVE II I ~a Np~: ~ EX. LIGHT POLE R-10 w/NC OVERLAY r..
I I I ~ ~ ~ ~ F4TE sEw>R EASEUENr ~ PROP. FIRE HYDRANT II II Y ~ `~iy k E BTAiNED BY 0'M+E - ® ~ I II IQI \ 94 ~ ~ 0 6 o EX. CATCH BASIN PROP. WATER VALVE & REZONING CASE NUMBER 27900 PARKING PROVIDED: 32 ~RCES (DRIVEWAY AND CRRAGE}
I Illwl ~ e ~ ~ 220 EX. iD' CONTOUR INTERVAL BLOW OFF ASSEMBLY BUILDING SETBACKS: PROPOSED BUILDIN HEIGHT SIZE:
II ICI \ ~ PROP. 6' HT. WOODEN STOCKADE REQUIRED: BUILDING SIZE: 2045 S.F- (TWO BEDROOM UNITS) FRONT - 20 FEET BUILDING HEIGHT: 32'-0"
I II II . , _ 222 EX. 2~ CONTOUR INTERVAL -0-0- FENCE I 1~1 ~ e ~F'* OPEN SPACE #3 AGG. FRONT & REAR - 40 FEET
II II k 9.3D7 SF IWI I r%iS' to AC SIDE - 5 FEET (IF AGG. IS MET) ZONING OF ADJACENT PARCELS: I - 1 F T R-10 AND EXEMPT (SCHOOL) AGG. SDE 5 EE IT SIZE AND CO GES:
D.2 I II II DMfi_:"+G ~ ~ is ~ F I I I V; ~ ~(t.000 SF OuTStDE 0 CORNER - 20 FEET S E VERA
I II II I 1'14.'3-X.4561 POND) II I TOTAL SITE ACREAGE: 2.92 ACRES aa,;;. REAR - 20 FEE1
I II II I ^a~iR'S. DOROTHY D „ . I W I I I ZCNL'vG R-'-0 T EVELOPED: BUILDINGS TO LAND: 0.376 AC. 12.9% ACREAGE OF PAVEMENT TO LAND: 0,511 AC. 17.5
II W II I ~ _ ~ ~ ~ WAKE CO_','°' ~_P~? '~.1~IIr OF EDUCATION TOTAL SITE ACREAGE: 2.92 ACRES (TOTAL IMPERVIOUS): (0.888 AC.) (30.40 TOTAL AREA R/W DEDICATION: 0.421 AC (18,354 SF)
II h. I ~ J aewosEO s' ss ~ 91 _ CC'+'~ c~_r. _ nRY SCHOOL I III I vnrme 20' GTr OF RALEiL77 ~ II SEWER EAgMENT OPEN MANAGED SPACE: 2.036 AC. 69.6% TOTAL EST. DISTURBED AREA: 2.69 ACRES
2O OD I IIII ~ - ~ I $r~~ ~ ,~y„~j PARCEL TOTAL: 2.924 AC. "QO-0°>
II W q, ~ lOT 6~ r~ ?Ir:,.,....
II ~Y D ~ 444 90• I ~ III EX 39' B-B ~ ..•.~.~.~.~'~'j~o• 80.00' N /F REBECCA C. WEATHERFORD
II ~ ~ ~ cryTr I O I I CURB STRDEGUTTER • ~ n ~ ~ 6.~ .,g B.M. 1982, PAGE 308
II II/F o r 20.00 I ~ II 1714.1'-14,4454 T' ELATION • - 877 1'0 II ~ ~ WE DET SF B.M. 1981, PAGE 575 „Qs' r D..
I GIp I I COLEMAIh MARGI- M- ..~°bND.2~.~..•..~.~.~. 0.20 AC 5 2. II II . . qY. t:r;
ZONIVI; , / FFE 2 6.50 ~ 8U Ng~. I2,~, I I 1 I Bre.t92~~ -GE 232 LO °i re,, 2a.oo• • II I ..113:51' UNIT UNIT m o.2o ac 4 rj,r
I IIII 5 , II ~ FFE 2 8.50 6.72 I IIII 1 ~ Iz 11
II - m ~ 886 LO 2 oRQopgC IO. Ott ff
I IIII " w:~.... UNIT 0.20 SF 3 ~ 4.g8, ~I ~ ~ ~ UNIT Ac 24.88, FME4r g1[~
I I I ~ C )O FFE 2 1,93 9 \ II II N/F 2.... iv O O W Z y iv 818 SF `'C
IIII 1714.13-14.4313 n r mtiU 1 ~ , ~ ~~,20 aC i 2 LOCKERY I / o m ~ V Q NON a9 UNIT UNIT 2 ? OO I I W LLIAM n ~ ~ ~ c _ OUANTTY T
a ZONING R-1G W 8 ~ 880 SF OF ,,!APR O~MN15 e,~.
I B M.1920, PAGE 232 p =s6. 0.2o A I C 3 UNR _ C 0 C;'rl
6' NEIGH" ~+,'UDEN S'OCKAOE FENCE TO ~ ~ A Z ~ ~ ~ FFE 2 225 I BE :NSTAU_' TO PROVIDE SCREENING ~ 0 1 S ~ STREET 19 a SiDEW K 571 '
fOR ADdACE6" PROPERTY OWNERS IN ~ UNR e I _ ACCORDANCI WITH MEETINGS HELD WITH N 84.39' a UNIT ~ e WATER t / 8" OIP 591 _ ~ ~ w '"5
ADJACENT ~,+NERS ON 6/1/02. ~ 3 ~ ~ 2 ~ > / / - HYDRANT ~
~ 20' DRAINAGE EASEMENT S 2 .TY
R37.50' v / 20 ~ SEWER _ SEWER ~ E- , R,. oVC 968 ' .F. F.v- 20' p WAC€ .
' 1714.13-14.4313 "C ~ ~ ~ u,Z 3' _,.._~1,~05 THEVATHAN BEN P & GRAZIEi_A P ~ r ~ _ 65. ' r - Y OPEN SPACE s
~ w h~ ZONING R-10 ~ 71 2 , PO 1 ~ 9 sF 69 50' , 1,63 5? rn ;
B. M.1 ~ pir~ 'nN ~ 920, PAGE 232 ~ o ~ 5' CONCRETE SIDEWAL ~ on-uli N _ a m 1 8 - - 0.635 AC $84 f ~ ~ ~ ~ ~ ~ ~ (19,000 SF OUTSIDE POND) •33' s
N65 25 Og' t C
• - I 9.oD' o.Z ~ n-42' = ~-?_33 N85.33. OAK MOOR ' - - - I ~ ,A s R=7~GO od--- _,o W STREET S ~0. 87.82' (45' R/W- 26 N NZ,~ ~ 1ma~ N 85°0
0 B B R W BS~W 5 BUILDING $ET~ 0 710.33 - o L=2.38 ~ roo 2'54" W = rooo 6.ip' ~
75.65 8=1022.50 ~ 825.00' 825.00' e N 85'25'09' W D ~ ~ 59.88' ~ 1 o°o~ r ° a..~.... ~ ~ N 84' c 0 ~ 56'00" W
6~ HEIGHT WOODEN ST CKADE FENCE TO 258'49' 57. 0' \ 609 L,16.09 Z -1 ~ a. ~ . 1 e....... 60.00'
BE INSTALLED TO PRO lDE SCREENING 5.00'-' S 85'33'10" E 259 44,3 7.7TR"25.D 87.75' L T TY 11 4' 70
~ ACCORDANCE WITH M TINCS HELO WfTH 9.26' (TOTAL) • ADJACENT OWNERS ON 5/16/02. TIMBER RETA~raInG _ ~ . t0 BUiLpiNG SETBACK ~ r, \ ~ ~
4 WAL'. DESIGNED I II w 5.00' ~ ~ ti B~ OTHERS tiw I I I ~zo N 85'30 02" W ^ ~ m
N W ~v1 N2 oNiv1 ~ ~ ~ ~ oO 4m~ I 18 .78' M ~ ° r~
~ ~ ~O N ~ ~ ti o, ~ W N m N Y ^ o r„ ~ o ~ ¢ O e ~ 6' HEIGHT WOODEN CCKADE FENCE TO ~ ~ Z ^ Q \ ^ m I ~ ~ _ Z O W N Q ~ v ~ ^ W ~ ~ o ~ . Q o ~ ~ Ip ~ ~ ? a N a BE INSTALLED TO ~ OE SCREEMNC CCKADE FENCE TO ~ ~ , z N 86°57 03" 1N OE SCREEMNC ~ II
Z Q ?~o~ dg^C7 ~m W 10 ~I W o q \ ^ I ~ \ ^ , U ~ \ ~ ~ I Q o ti ~ I Oti ~ ~ ~ O W FOR ADJACENT PRO ERTY OWNERS IN ~ ~ ^ U _ 2 I . ~ 2 W v = ~a ~ ~Q 2 ~ Q r; ~ 2 t ~ a aW a a ~W a ~ v Q % Q ACCORDANCE WITH EETINCS HELD WITH ERfY OWNERS iN I iEETiNGS HELD WITH 62.10'
e O ~ v Jz ~ ~ ~ \ ^ I a ^ ~ O ^ ~O 4 w v ^ ^T ~ 2~~ 2g~ ADJACENT OWNERS ON 5/16/02. v~2 of ^ W-r Ur\ 2 I ~(r cn ^wUr\ o2O I o 2 I ~4 _ ~e2o~ aa2a ~p ~ ~OZp pZ?r\ 2r~~Q v~2m ~Q~ W ~ ~Q~ hJ0^ IN 5/i6/02. Q ? 19.8 S 85'13'3 1 ~ 2 ;F,
~~0~ 2°^ n~2rn pOa ^WOm nr2v M ~~2^ ~o lV IP ~o vJ2~. WN Uti~ ^~O^ v22~ 2ti^ .,OrOrn ^~U ^a° ~~o ~ ~~ro ado ^TZ~ 2 ~ 60.4 ' r~ v 4 ? ~ }
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p I ~--,r _ m R P 15' WIDE) ~ 30 STD. ~ m 0 OSED ~ 26. CURB AND GUTTER zz ^~o ~ m ~ ~o Q ~ Q
CURB CUT AND DRIVEW Y In B B WITHIN PUBLIC R/W TO SERVE RESIDENCE. PROPOSED 15' WIDE ~QD QN ^~,N~ ^Z~~ Z~i~~R vWO~u ^2 0 N ~ r z ~ a c~ ~ ~ c~ "r ~
44'8/WI CURB CUT TO SERVE . ~ ~ a m v~Z ~ ~N IQ ~~o^w ~ ~ ~QrO~ ~ y2vo 2,~0 ~Q \~'~Q
• 15'X 350' I T HANDICAP I PU LIC AS DRIVEWAY TO REST LACE NS ALL 2 ~ „~O~ ^h2~. ~~~OQ e S ~ O ~ aZ,r r~2m
- ~ - ~ ~ I SIGHT DISTANCE RAMP PER CITY OF EXISTING - _ - - ~ TRIANGLE. RALEIGH STDS. DRIVEWAY e®a I 825.00' ~ m m ^wo^°' ^e2~r J ^YN~ n~~~ ,~a
- - - - - _ _ ~ ,N86'Og'55"W 825 00' INSTALL DEPRESS 15'X 350' ~ ~ m U N~
- - - - _ - - - - - = , _ ~Qg' CURB PER CITY SIGHT DISTANCE - - - - - - - - ' - - = - - _ RALEIGH STDS. TRIANGLE. h ~ ~ ti ~ a <<, a~.
_ _ 'SIGHT CNE-'--- - ~ ~ . - - - _ 15'x350 - _ _ / ~ N
~e_ _ea- V'VUJ1~~ ~
_ - t5 x350 ~ ~ ~ ~ - ~ ~ u'
GENERAL NOTES: ~ ~ ~ ~ ~ ~f~=-_'-- 1. WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDILONS OF TnE VORTH 44' RAW ~ - ° a - ~ ~ ~ _ ~ _ ` - _ - J ~ _ _ _ _ _ - ~i
T T R A AND BRIDGE SPECIFICATIONS, THE NORTH ® - - ~ ~ ~ - - CAROLINA DEPARTMENT OF TRANSPOR ATION (NCDO) 0 D ~ ~ I I T NTROL REGULATIONS THE CITY OF RALEIGH DESIGN AND PAVING/CURBING: \ ` _ - ~ ~ •
CAROLINA EROS ON AND SED MEN CO CONSTRUCTION STANDARDS AND SPECIFICATIONS AND GENERAL CONSTRUCTION STANDARDS. IN THE 1. WHERE PROPOSED CURB ANC GUTTER TIES i0 ExIS'ING PAVNG. - 'Rc"~S.T C'. ~ ~ /r - -
EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST SHALL BE MADE TO CONFORM TO THE ExISTWG HEIGHTS ANO SHAPES. ~ II ~ STRINGENT SHALL GOVERN. 2. BEFORE ANY EARTHWORK IS GONE, 11E CONTRACTOR SHALL STAKE OUT AND VAR, • '
Y. THE IMITS OF PAVEMENT AND OTMER,tfEY$ ES'fD N 1FE PAINS. THE CONTRACTOR SHALT 2. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONL L - _ - - _ _ _ - - - EDMUND STR ~ ' , . _ _ . _ EST : ,
CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL PROVIDE l>~L NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL ?DINTS PUBLIC OR PRIVATE UTIL IT!ES (SHOWN CR NC'. SHCVdN) WHICH '_~,E 'IV CR ADJACEN' TO THE RELATED TO EARTHWORK. . -
CONSTRUCTION S!"E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRWG, TAE CONTRACTOR'S 3. All SUB GRADE SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES AND COMPACTED TO A - R /W VARIES
CWN E><PwSE. ALL E>cISTING UTIL±P:S 'CAkAGED DURING CONSTR~~_C,, MINIMUM DENSITY OF 95 PERCENT OF ASTM D-698 DENSITY AT OPTIMUM MOISTURE CONTENT . 3. AL_ DIMENSIONS ARE TO BACK OF CURB, UrrLESS OTHERWISE ST~"=~ O', °_AraS UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS. FILL SHALL BE PLACED AND SIREET- EX 44' R/W -OAK MOOR STREET-PROPOSED 45' R/W)
4. SEED ALL AREAS DISTURBED B`' CONSTRUCTION, AND NCT N,pICA"PD '0 9' PA's' D OR PLANTED. COMPACTED IN MAXIMUM 8~ UFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL
UPCN COtiIPLET'ON OF GRADING ACTiV~TIES. $UBGRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF 5. SEE ARCHTECTURAL ?CANS FOR BL"ICING DIMENSIONS ANC =~-"'~R~= SAVOY CLAY OR CLAYEY SANp AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING. 26' B-B PUBLIC STREET SECTION
6. ALL CURB & GUTTER Sr:OWN ON THE PLAN SHALL BE 'S STA.NCARD 3C~ CURB GU~ER (C&G). 4. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR PARKING
_ - ~ ~r ~ - - : S ~ I H S STALLS AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AS SHOWN ON THE PLANS. ALL .HE SON RAPTOR SHALL SALVAGE AND PROJECT ALA ExIST'NG =C'~V'_R _ SANS. ,LAN OLE , T PHONE RISERS WATER VALVES, ETC. CURING CONSTRUCTION. PAINT FOR PAVEMENT MARKINGS SHALL ADHERE TO NCDOT STANDARDS. 1.5' S.0' ~ ELE
8. ANY DISCREPANCIES FOUNC BETWEEN THE DRAWINGS AND SPEGF,CATIONS aND SITE CONDITIONS OR 5. THE CONTRACTOR SHALL CLEAR AND GRUB S!iE ANC PLACE, COMPACT, Ar1p M~C1S'JR~
I R P IFI ATI NS SHALL HE IMMEDIATELY CONDITION ALL FILL MATERIAL ACCORDING TO CURRENT NCDOT CONSTRUCTION STAtiCAPGS <ND Qj ANY INCONSISTENCIES OR AMBIGUITIES IN DRAW LAGS 0 SEC C 0 REPORTED TO THE ENGINEER, IN WRITING. WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR SPECIFICATIONS. n MPx !i m 7•~
TH M NGTn 0~ OFFSE' AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCIES, 6. ALL CURB JOINTS SHALL EXTEND ROUGH TFE CURB. YTNWU aF JOINTS AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED YI?TH JOIN' SEALAN'. t/a'/Fi.-~ SLOPE 1 4~ T SLOPE 1\4'/FT ? ? I t" I ~
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK. 7. TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS I 9. THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER I
SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION ~ MAIN, GAS, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED GRADES. F TH T TING A ORATORY AND THE PAVEMENT OF SUCH TESTING SERVICES SHALL BE MADE ~:X F~ I PAVEMENT DESIGN D e y,:!;';
10. ALL EXISTING TOPOGRAPHIC AND UTILITY INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM 0 E ES L B BY THE CONTRACTOR. THE OWNER SHALL APPROVE THE LABORATORY NOMINATED TO CC 'HE a !!P PROP. A TOPOGRAPHIC SURVEY PREPARED BY AAKEN & YELLE ASSOCIATES, P.A., DATED 11/20/97. 2" I-2 3p' STD. iC. 8" A,B.C CURB & GUTTER
T ATI N. TESTING OF MATERIALS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY SIDEWALK 11. HOMEOWNER DOCUMENTS SHALL BE APPROVED AND RECORDED PRIOR TO LO RECORD 0 LN iET C2
12. TRASH PICKUP SHALL BE PROVIDED BY A PRIVATE COLLECTOR. STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREME~XTS SEE SHEET C2 13. CONSTRUCTION PLAN APPROVAL FOR ALL PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE APPROVED OF THE TOWN OF RALEIGH AND NCDOT SPECIFICATIONS. FOR LOCATION AT1ON OAK MOOR STREET AND ' ~a ~ ~ ;a? = ro a ~
BY CENTRAL ENGINEERING PRIOR TO ISSUANCE OF ANY PERMITS OR RECORDATION OF ANY LOTS. 8. ALL CURB & GUTTER (C&G) SHOWN IN PUBLIC R/W SHALL BE 30'~ STANDARD C&G. A'_L C&G ONSITE SHALL BE 24" STANDARD C&G UNLESS OTHERWISE SPECIFIED. WHEN TIE-IN TO R ~'~UN , TREET TYPI AL SECTION ~ ~NST U WILLOWS C T C NO
EXISTING C&G IS REQUIRED, CONTRACTOR SHOULD MATCH EXISTING. ' LI WAY DETAIL 26 PUB C ROAD 11~~~~~',l ' , - ~ ~ ~ ~ V NTS P, r I , Y ~ I ~
9. MATCH EXISTING CONSTRUCTION AT ALL PAVEMENT TIE-IN LOCATIONS. 10. SEE DETAIL SHEET FOR PARKING AND CONCRETE PAD SECTION DETAILS. A . J W
DATE: :PROJECT: i `v
VI I N P R EAST CAC MEETING 06 01 02 06~26~02 MLD RLK RE SOS E ~ ~ CLIENT: 10 2 C ' 0 ~
4 REVISIONS PER ADJ. PROPERTY OWNER COMMENTS OS~20~02 MLD Rl_K HORIZONTAL SCALE:
an I A Vr11 IT DI A 1~1 a
U REVISIONS PER COMMENTS RECEIVED 02/20/02 I u,~/u21u2 MLU KKK Lf'1 I V VERTICAL SCALE: V I U L bl%I x
2 REVISIONS PER COMMENTS RECEIVED 01/10/02 01/11/02 MLD RLK ASSOCIATES P.A. , A.
12/13/0, MLD RLK IVI 1 REVISIONS PER COMMENTS RECEIVED 11 Z28101 DRAWN BY: TITLE:
REV. NO, REVISION: DATE: DRAWN BY CHECKED BY. En inee in r MLC I ut ion
g Environmental Solutions WILLOW PLACE CONDOMINIUMS DESIGNED BY IVI L U rA N R A C EC _c:_RENCE FILES: JOB NUMBER: SHEET NUMBER:
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT 409 ROGERS VIEW COURT PHONE. [phone] WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY MID ATLANTIC ASSOCIATES, P.A. SHALL BE WITHOUT LIABILITY TO MID-ATLANTIC ASSOCIATES, P.A. RALEIGH, NC 27610 FAX. [phone] CHECKED BY:
COPYRIGHT MIDATLANW ASSOCIATES, PA 2001 SEAL: 01-107508 C2 R'~K
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1 I \ I II 11 EXIST I PROP. WATER SERVICE C.C.S. CUT CROSS SET
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II ~ I I zoNlNC R-1o s ~ 1 w III I NSF EX. CATCH BASIN - ~ _ 220 -ea-o PROP. WATER VALVE &
II W ~ ~ WAKE OGUNTY DEI~ARTMENT OF EDUCATION I ~ II I I ~ ~ EMti^A CGS"T'v EI EMENTARY SCHOOL EX. 1v CONTOUR INTERVAL BLOW OFF ASSEMBLY
11 i-. ~ rRaaaso a' ss f I ~ II l l ; xrwN 20' a1v ar RALCWb ~ r 222 EX. 2' CONTOUR INTERVAL _o-o- PROP. 6' HT. WOODEN STOCKADE
11 SEMER C~SEYEN7 I ll I ( ~ \ S 'Fors , FENCE
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I I PROPO ~0~~ O STREET N F FES~(, RI R AS ~ ~ ~ \ I) / a B.M. 1982, Pa~~E 308 B.M. 1981, PaGE 575
I 0 II 1714.13-14,4454 WET DE?ELATION ! lo~ 11 ~ I COLEMAN, MARGIE M. ~ P I I
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I I W ~ Z sc J " ~ UNIT UNIT v I 6' HEIGHT WOODEN STOCKADE FENCE TO CB ,5
BE INSTALLED TO PROmDE SCREENING o ~ ~ " 6 5 e
I FDR ADJACENT PROPERTY OWNERS ]N ~ ~ ~ ~ w UNIT ACCORDANCE WITH MEETINGS HELD WITH N Sur+~tO UNR ~ ~ w 4 UNR ~
AhiaCENT DWNERS ON 6/,/02. w r 3 / ~ INACE E 3
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ZOf~ING K-10 ~ w 5 BM1g2C Pq 0 ~ ssMHy6 ~ 6 PO 1 9 SO
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A ENT TY WN R I ACCORDANCE WITH 4 INGS HELD WITH l 9.26' (TOTAL) 1 ~ DI 7A ^ n° ~ ti -J ,r.
• ADJACENT OWNERS ON 5/16/02. TIMBER RETA,NiNG ~ I t2~1 1. ~ W WALL OES'GNEO 0 2 RCp w N .i. . ~ ;.r..
~ ~ ~ By CT-ERS ~ 2 3 ~ Cgs CB ~ 23 ~ Q ^ ~ W ~ inw r~wo
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~ ~ ~ O Q ~ ~ ~ ~ J a J ^ ~ O " ~ ~ W e W ' e w ~ ^ BE 1NSTALLEp TO P OVIDE SCREI a?~C9 pQ1 to \^T' IU C~ aQ00 S4 o r4 ~,O Z ^ Q ~ ~ ~ v Lu ~ ~ o ~ o W > F ERTY OWN ED TO P OVIDE SCREENING Z N 86'57'03" V11 ERN OWN SIN
I ~ \_~iQ ~ oU 21~a;Q \^Wlc~ ~ \~g~Q 40~~ I a~~ oW ' Z J~ 2 1 ~ v 2 Q 2 1 ~ Q 1' W, O^ Z I ~ 4 s 4 p 2 Q 4 v Q^ U ACCORDANCE WITH EETINGS HEI e U v r „Z \ " Q O ^ ~ O D_ r , W ~ ~ 1 I ~ ~ ! ADJACENT OWNERS ON 5/16/02 £ WITH EETINGS HELD WITH 62.1 Q' )tvNERS ON 5~16~02. ~
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, - c. GENERAL UTILITY NOTES: ~ ,ti - ~tNERAL n01E_. TIONS SHOWN ARE APPROXIMATE AND FOR PLANNING ~ ' 1. WORK IN 'H S PRO.;ECT SHALL CONFORM TC THESE PLANS, TAE RTES" EDJ OHS OF THE NORM t. UIdAY S~DG ~ i l ~
CAROLINA DEPARTMENT Of TRANSPORTATION iNCpOT) ROAD ANO BRIDGE SPEGFICAtgNS. THE NORM P13 SIZING WILL NEED TO BE VERIFIED PRIOR TO CONSTRUCTION ? • EX CB \ ~~~a~n~. EDMUNDS
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE CITY OF RALEIGH DESIGN AND ONCE EXISTING 1rIQER PRESSURES/SEWER INVERTS ARE DETERMNED. ~ , CONSTRUCTION STANDARDS AND SPECIFICATIONS AND GENERAL CONSTRUCTION STANDARDS. IN THE 2. ALL INVERTS SHOWN ARE APPROXIMATE AND YAY 9E REVISED TOR FIl1Ai _ , . TREET .
EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST CONSTRUCTION PLANS.
STPoNGENT SHALL GOVERN. 3. GENERAL CONTRACTOR RESPONSIBLE FOR ~ ~E PEWMlS 2. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROxIMATE ONIY THE PRIOR TO ANY CONSTRUCTON ACTNITIES. . .
r T F I~ ~T~i :pT „ ~v ~^_-I rG~;EECTING ALL 4. ALL CONSTRUCTION SHALL BE IN ACC CON~.RAC OR IS RESPONSIBLE OR HORcCN r__ - ? r ; - - _ _ - _ ~E PUBLIC UTILITIES DEPARTMENT STANDARD SPECIFlCA AND IN A(."CORDANCE MATH
I ~'„Iq P - _ _ _ _S ;S"„`1~' ~H„d^,I A-„ _ • THE Gltt PUBLIC UTILITY EI~WEER. GRAVITY SEWER SHALL BE BUILT TO PUBLIC ,n - - - s ~ I+ 9BL_ ~ - '^E CONTRACTOR'S .,.;~5 RAC . S _ CO~.R:+C'C S 3E RESFO!+
1 GWN ExPENSE. Ar_L EXSTING UTILITIES DAMAGED OURH(' COI~ST2uC-~ STANIIARDS UP TO THE PROPOSED LOT AS REQUIRED FOR A SUBDIYI$ION. 5. INRR1 COVER OVER SNrIARY SEWER TO BE FIVE FEET M TRAFFIC AREAS I,,
3. ALL DIMENSIONS ARE TO BACK OF CURB. UNLESS OT?+ER'wtSE STA-_~ ,w~~ ~';.+HS a. SEED ALL AREAS DISTURBED BY CONSTRUCT~0"t. AHD NOT +N;,^CA'E ?E =AVEO OR PINKED. w~ FEET IN NON-TRAIi1C AREAS.
.mow l y, YX UPON C04PLETION OF GRADING ACTMTIES. ',~R LATERALS TO BE PIIACED AT A MINIMUM SLOPE AS SHOWN. ~ ~ T C~NOUTS SHALL BE PIAC~D AT 50 FOOT INTERVALS AND AT BEND POINTS. 't y.: A
5. SEE ARCHITECTURAL PLANS FOR ~LDING DIMENSION'S 0 _A UR_S SHALL NOT BE LOtq'ED IN PAVED AREAS UNLESS APPROVED BY R G TTER SHOWN ON tHE PLAN SWILL BE IS STANDARD C~:RB AHD CURER (CdIG). 6. A~.L CUB & U If APPROVAL IS O~RIED, CLEANOUTS SHALL BE LOAD BEARING TYPE.
TH NTRAC"nvR SHALL SALVAGE AND PROTECT ALL Exl$TING POWER ?C_ES. SM'iI'i5. 7. E CO a" ~IERR MAINS SHALL HAVE A MINIMUM 3 FOOT COVER.
TELEPHONE RISERS, WATER VALVES. ETC. DURING CONSTRUCTION. g, WATER AND SEWER MMIS SHALL BE SCHEDULE 50 DIP UNLESS OTHERWISE I 8. ANY DISCREPANCIES FOUND BETWEEN THE DRAW'•NGS AND SPEC~E:Co ~0`.c ;ITE CONOIT?ONS OR APPftO'VED J' !
ANY INCONSISTENCIES CR AMBIGUITIES IN DRAWINGS OR SPECIF'CA 10"~S c_:~- BE IMMEDIATELY
FP T TO THE ENGINEER IN WRITING, WHC SHALL PROMPTLY ADDRESS `.CONSISTENCIES OR TO. WATER AND SEWER MAINS SHALL MAINTAIN A 10 TOOT HORIZONTAL SEPARATIGN ~ R_ OR ED T cn~ r , OR ISM VERTICAL SEPARATION Al Al.l TIMES. AMBIGUITIES. WORK DONE BY THE CONTRAGOR AFTER Ot,,,,~',,FRY GF SL C- U~S„a,.ANCIES,
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CC'~?RACTOR~S R'S~.
9. THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED CRA-?IAGE. SA'~, `ARM SEWER, WATER MAIN, GAS, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTEC TO ti+ATCH SRO=CSED FlNISHED GRADES.
10. ALL EXISTING TOPOGRAPHIC AND UTILITY INFORMATION SHOWN OX, '-ESE P. ^dS WAS TAKEN FROM 0 ~ 80 t~D i1. 1 4,~{ii k.
A TOPOGRAPHIC SURVEY PREPARED BY AAKEN & YELLE ASSOCIATES, P. ,.q'E~~ 20/97• 11. HOMEOWNER DOCUMENTS SHALL BE APPROVED AND RECORDED PRIOR TO '_C" RECORDATION. 7,~ - ~'N ; . : K.
12. TRASH PICKUP SHALL BE PROVIDED BY A PRIVATE COLLECTOR. 8~{R GRAPH 1 inC?t = 40 R w.
13. CONSTRUCTION PLAN APPROVAL FOR ALL PUBLIC AND PRIVATE ?~!F~PC~E`aP~,TS SHALL BE APPROVED BY CENTRAL ENGINEERING PRIOR TO ISSUANCE OF ANY PERMITS CR RECCR~ATCi, 0~ ANY LOTS. NOT FOR SON TRUCTiU
7 ~ T l ~ F R UI W P I Y U tiL
,n
DATE: A PROJECT: ''Cti CLIENT. ~
I T M TING 06 09 02 06/26; C? ~ MLD RCS REUISIONS PER EAS CAC EE / / _ 10/20; O1 k:
05 2Giu~ ' M_: RLK 4 REVISIONS PER ADJ. PROPERTY OWNER COMMENTS HORIZONTAL SCA~•E. I ~ 40 i
I RLK z ~~~u~rniTC omrnirn nn /nnlno 03 02/u? ML';,
U rtLV J UNJ TL(\ LUV VC V J L.L VLII UL Lu UL VERTICAL SCALE: V•• r I 1 5 • rl V I \
2 REVISIONS PER COMMENTS RECEIVED 01/10/02 01 1 ILL- RLK - - d P. A. DRAWN BY: ~~v
12 3"C"i Y RLK 1 REVISIONS PER COMMENTS RECEIVED 11/28/01 iVIL ASSOCIATES, P. A. TITLE:
REV. N0 REVISION: DATE: ;aw+, BV CHECKED BY: Solutions Engineering Environmental utions
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECS PIAIPOSE AND CLIENT FOR WHICH R WAS P O IIEUSE OF AND IMPROPER RELIANCE ON TENS DOCUMENT 409 ROGERS VIEW COURT PHONE: [phone] WILLOW PLACE CONDOMINIUMS OES'CNED BY . arrgEq CE FILES: JOB NUMBER. SHEET NUMBER:
WITHOUT WRI TTEN A UTHORIZA TION AND ADAPTATION BY MID-A TLANTIC ASSOCIATES, P.A. SHALL BE WITHOUTLIABLITY TO MID ATLANTICASSOCIA TES` PA RALEIGH, NC 27810 FAX: [phone] CHECKED B - SEAL: 01-107508 C3
COPYRICWTMID-ATLaMIC ASSOCIATES, PA. 2001 r.
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I I ~ a. ~ I VI ~ Ni>- -s-s- PRO°. SANITARY SEWER SERVICE PROP. CATCH BASIN
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II ~ ~ ~ ZONIN - I ~ I I ~ ~ ~ _ ~ G R 10 ~ (ELECTRIC & TELEPHONE)
~I I ~ \ I ~ ~ III °p ~ ~ \ \ M ® PROP. YARD INLET W EX. WATER VALVE
VI i J \ ,k \ f ~ \ 1 QI vv~ v v ~ PROP. FLARED END SECTION Ex. FIRE HYDRANT
v v,A`~, ~ ~ I ~ 306.6+ PROP. SPOT EL{FINISH GRADE) 0 ~x .SANITARY SEWER MANHOLE
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II ~ ~ ~ ~ d~~~, fyD~ o I I I / ~ v~~ OPEN SP ~ PROP. WATER METER
II II k ~ ~ N ACE #3 glwli I_ A AA A ~ 9307 sF DRY POND #3 I II Ip ~ i ~ ~ ~ ~ a x 0.214 AC PROPOSED DRY DETENTION AREA ® E:~. TELEPHONE PEDISTAL ~a- T R V PROP. WA E ALVE
I I I I ~ ~N ~F V \ \ \ V ~ ~ ~ (1,000 SF OUTSIDE OF PROPOSED STORAGE VOLUME II II I 1714.13~14.45~1 a~ POND IS t 640.D C.F. E~'. LIGHT POLE
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1 w II I I I ~ zoNr~,~RR~o ? VI W ~ ~ NNN _ 220 PROP. WATER VALVE & ' E±:. '0' CONTOUR INTER'?~,'_ BLOW OFF ASSEMBLY
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I I B. M.1920, PAGE 232 ~ - - ~ j I ~ - c - _ _ _ ~ 246 - ~ \ ~ ~ \ \ _ ` ~
6' HEIGHT WOODEN STOCKADE FENCE TO n~ a Z ~ 5 - - _ - ~ UNI UN FFF ~ ~ \ .25 \ \ ~
I BE INSTALLED TO PROVIDE SCREENING 2 _ ~ - - - ~ ~ ~ FOI; ADJACENT PROPERTY OWNERS IN - - ` ~ ` I* ~ ~ ~ ~ \ \ _ ~ ~s
~ ~ ~n CRDANCE WITH MEETINGS HELD WITH SMH~10 249 ~ w - - ~ ~ UNIT UNIT ~ ~ ~r~~~CENT OWNERS Civ 6/1/02. SMH~9~ ~ ~ _ ~ ~ ~ ~ UNIT ~ ~ ~ I~; \ ,A,~ 3~ ` \
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I GENERAL NC'ES: GENERAL GRADING NOTES: s RC ~ e ~ ~ - 1. WORK !N THIS PROJECT SHALL CONFORM TO THESE Pi•ANS, 'rIE L--ES EDITIONS Of THE NORTH 1, T1E (;dlfRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE Dl?RING ALL PHASES OF 'O ~ . ~`L _
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NORTH ~N. THE CONTRACTOR SHALL USE SILT FEMCfS (OR OTHER METHODS APPROVED BY THE II ti
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE CITY OF RALEIGH DESIGN AND SYATE~' AS REQUIRED TO PREVENT SILT AND CIDNSTRUC110N DEBRfS TROY F.OW^NO, ",'C ,;,•.=0:'.' EX CB ' CONSTRUCTION STANDARDS AND SPECIFICATIONS AND GENERAL CONSTRUCTION STANDARDS. IN THE PROPERTIES. CONTRACTOR SHALL COMPLY WIT}I All APPLICABLE FEDERAL. STAT_, p= _O~. . _ _ _ _ E
EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST EROSION, CONSERVATION, SILTATION OROrWICES. CONTRAACTOR SIMLL REIKN: cy~'~;,y,, _ - _ _ _ _ - _ _ _ ~MUND STREET
STRINGENT SHALL GOVERN, EROSION CONTROL D N COMPLEI~MI fAC11R+ES. STABI~IIJ~T~4 ;'~F 2. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE PAVED AREAS. AND T1iE ESTABLISHMENT OF GRASB 01NE'R CROMTH TO PREVftET
CONTRACTOR IS RESPO'~i96LE =0R •'~.'~ZCN"4LL" uE~JC .ER`"._ L ~ROTECT~NG ALL EROSION. "
- - ,IFC rSH~,W`, C•R ;0- SH;)A",' _ _ T-_ 2. THE CONTRACTOR SENILE CLEAR AND GRUB 1NE SITE AND PLACE. COMPACT, AND MOISTURE - c r .:.y,: = *~E CONTRACTOR'S OONp1pN ALL FILL IN ACCORDANCE WITH CURRENT NCDOT PAVING STANDARDS AND SPECIFICATIONS. _ COvS R.n.' 0`. 5~ E 'NC CONTRACTOR SHALL 8E ~£SPOA.>3._ _ r
~x UT I!lES DAMAGED pURNG CCt~'~ C',,"~. 3. GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED OYiM ~ PENSE, ALL EXISTING L ~~n: x' -
IM ARE TO BACK OF CURB, UNLESS OTHERVrS= S'm"EC ~k PLANS. IRIJTY ADJUSTMENTS OR RELOCATIONS. n.;_ 3. ALL D ENSIGNS 4. SEED ALL AREAS DISTURBED BY CONSTRUCTION, Ak0 h0' .ND C.~TEC 'O 8E PAVED OR PLANTED, 1. ALL MATERIALS U FOR BACK FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ,
ANY OILER NON-COMPA~;E SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE . . ;PON COMPLETION OF GRADNG ACTMTIES. . ~ a~ ' aar ;'7tY::,:
5. SEE ARCHITECTURAL PLANS FOR BUILDING pLIENSbNS AND FrA'~S (NN-1W~ fL1S AND DEBRIS DERIVED FROM ANY SOURCE. 6. ALL CURB & GUTTER SHOWN ON THE PLAN SHALL BE !S S'Ar+1~t+R2 CURB AND GUTTER (CdG). 5~ GALS USED TO {~ISTRUCT EMBANKMENTS TOR ANY PURPOSE, BACK FILL AROUND DRAINAGE
7. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL ExSTsNG PO'rwER SOLES, SIGNS, MANI~OLES. SIRUCN~S. OR IN UTILJIY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACK FILL
TELEPHONE RISERS, WATER VALVES. ETC. DURING CONSTRUCTION SHALL BE COLPACTED TO 95X OF MAXIMUM DENSITY AS DETERMINED BY rHE STahCA4D PROC"C~ I ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPEC~ICA"O',S AND SITE CONDITIONS OR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL. PRIOR `C =!I`' D~E•~=- ~',S 8
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPEG~IC~ 'OvS S-=.'. BE IMMEDIATELY INVOLVING FILLING OR BACK FILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST 'GGE'-EP A'
REPORTED TO THE ENGINEER, IN WRITING. WHO SHALL PROMPTL`' s~~PESc j_;~H INCONSISTENCIES OR CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATA+E OF THE MATERIALS USED 0'" AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER DISCOVERY 0= S'~CH DISCREPANCIES. TESTS SfWl 8E CONDUC"•IED BY A CE TESTING LABORATORY AND TJ.E I
INCONSISTENCIES OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOP'S R Sk CER7R1CAilONS MADE 8Y A LICENSED PRO REPRESfNTMIG THIE ! ABOR.a'~" I
9, THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED Daa NAGE. SAwiARY SEWER, WATER 6. ALL SPOT GRADE ELEVATgNS IN CURB AND GUTTER REPRESENT GUTTER fLOW LINE ELEdA"Iv'. MAIN, GAS, AND WIRE UTILTY STRUCTURES SHALL BE ADJUSTED TO 6+A?C~ PRCTPOSED FINISHED GRADES. TOP OF CURB UNLESS OTHERWISE NOTED (SUBTRACT 6' FOR FACE OF CURB). E
10. ALL EXISTING TOPOGRAPHIC AND UTILITY INFORMATION SHOW^: OIJ "HESt PLANS WAS TAKEN FROM 7. PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED ~Q 0 'k
A TOPOGRAPHIC SURVEY PREPARED BY AIKEN & YELLE ASSOCIATES, :;ATLD 11~20~97. CASE OF DISCREPANCY. 11. HOMEOWNER DOCUMENTS SHALL BE APPROVED AND RECORDED PRIOR -0 LCT RECORDATION. 8. CONTRACTOR SHALL OBTAMI ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK 'S . _ {I
12 TRASH PICKUP SHALL BE PROVIDED BY A PRIVATE COLLECTOR. ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL B'IAS'"~G
13. CONSTRUCTION PLAN APPROVAL FOR ALL PUBLIC AND PRIVATE MPRO'~EIJENTS SHALL BE APPROVED AND SAFETY REQUIREMENTS. BY CENTRAL ENGINEERING PRIOR TO ISSUANCE OF ANY PERM~TS OR RECORDATION OF ANY LOTS. 9. CONSTRUCTION ZONE FENCE SHALL BE MAINTAINED ON THE SITE ALONG THE CONSTRUCTION NOT ~R C ~ ,n QNSTR •k;
PERIMETER UNTIL ALL SITE WORK IS COMPLETED OR UNTIL REPLACED WITH PERMANENT FENCE. THE EVENT THAT SILT FENCE IS USED AS A CONSTRUCTION ZONE BARRIER AND THE SILT FENCE IS I ,
REMOVED, CONSTRUCTION ZONE FENCE SHALL BE INSTALLED TO REPLACE THE SILT FENCE. d , , ~ f ,ti~M LAS V W ~ ~ ~ -1. N
CONSTRUCTION FENCE SHALL BE INSTALLED AND MAINTAINED TO PREVENT DIRECT ACCESS TO T',E CONSTRUCTION AREA. - ~
. CLIENT: onTe PROJECT: "
5 R VLSI NS PER EAST CAC MEETING 06 01 02 06 26~C? M~~~ RLK O E0 10 2C -'C1 ~
4 I REVISIONS PER A6J. PROPERTY OWNER COMMENTS 05 20!0? I MLC RL}( 03 02 - C~ MLG REK HORiZON1AL SC!1E 40
n RFUisi~NS MFR rnMMFNTS rtFCFivF~ o~holm ~Qenir.ir n~ei~.ie~G e~.i
VERTICAL SCALE'
REVISIONS PER COMMENTS RECEIVED 01 1002 01 /11 x`02 ! MLD RLK ASSOCIATES, 2 P.A. - - n P. A.
REVISIONS PER COMMENTS RECEIVED 11/28/01 12113/01 VILD RLK TITLE. DRAWN B1': m 'Al
REV. NO. REVISION: DATE D?sw^B~ CHECKED BY: Engineering & Environmental Solutions utions
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECAC PL#tPOSE AND CLIENT FOR WHICH IT W46 PIEPARED. F&LISE OF AND IMPROPER RELIANCE ON TM DOCUMENT 409 ROGERS VIEW COURT PHONE: [phone] WILLOW PLACE CONDOMINIUMS DESIGNED B". ~ N -L CAE =rE-ENCE ILLS: JOB NUMBER SHEET NUMBER
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY MID ATLANTIC ASSOCIATES, P.A. SHALL BE WITHOUT LL48AM TO MID-ATLANTIC ASSOCIATES, PA RALEIGH, NC 27610 FAX: (919) 250-N50 COPYRIGHT MNDATlAM1CASSOCIATES, PA. 2001 CHECKED BY: SEAL: v 01-107508 C4
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SI E CATA FOR _ANDSCAPE REQUIREMENTS l LANDSCAPE NOTES:
VEHIcuLAR suRFAGE AREA a.2o4 sF LEGEND ~E~EN~ 1. MINIMUM PLANT SIZES:
p~ Id(I 'REFS REQUIRED ( dl 9,357/2000= 5 TREES: 2" CAGPER, 8' HE.GH".
1 Id(( 'BEES PROVIDED 3p 0 IRON PIPE (PROP. CORNER) -X ' INE SHRUBS: t8" FALL , ) r WOOCS NER 2. ALL STRAPPING AND THE TOP 2/3 OF WIRE BASKETS MUST BE CUT
d( ,d 1 C ( ( SHRUBS REQUIRED O PROPOSED PROPERTY CORNER dl 1d D6"BE EX. TREE AWAY AND REMOVED FROM RpOT BALLS PRIOR TO BACK FILLING PLANTING ;ORNER
ll ~ ( 9.357/500= 19 EX. & PROP. STORM DRAINAGE Lf \T I -r, PIT, REMOVE 70P t/3 OF BURLAP FROM ROOT BALL. RAINAGE i.P.F. IRON PIPE FOGND T TY , 3 ALL LANDSCAPE WORK SHALL BE IN ACCORDANCE WITH CURREN CI '~_'k;~:-
( (dl l s-+RUes PRCV,D~., 92 -wl-- Ll dl Id ( T.R T YARDS 'dr''LL W T. EX. & PROP. WATER LINE NE LP.S. IRON PIPE SET OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS.
I ( ~ 2 S EE ~ 0 S) _w_w- dl ~ STREET YAR~C REO~al~ED PROP. WATER SERVICE C TREE PLANTING DETAIL a. ALL AREAS NOT MULCHED SHALL BE SEEDED WITH REBEL II HYBRID C.C.S. CUT CROSS SET Y N T S TA_L FESCUE OR EQUIVILENT AS PRESCRIBED IN THE SEEDING SCHEDULE
1 ll w dl ~ 15' X 15'= p 225 SF S HEAV SOILS AS SHOWN ON THIS SHEET. SEWER LINE SURFACE DRAINAGE FLOW 5 SIGHT LIGHTING SHALL NOT BE PLACED IN CONFLICT WITH PLANTED
( f ~ ~ STREET YARC RCvIDED EX. & PROP. SANITARY SEWER LINE a dl ( ) ~ ~ vaRY~~NG whDTr 225 SF+ SEE PLAN -s_s_ PROP. SANITARY SEWER SERVICE ° _ ?RE
( dl 1 ~ SERVICE CB 10 PROP. CATCH BASIN °°oopd to 2 PLY REINFORCED HOSE AT TRUNK ES ® # ° ° ~ 6. TREE PROTECTION FENCING TO BE PROVIDED AROUND TREE °op ° °o °°o #12 GALVANIZED WIRE OR EQUAL STRENGTH PRESERVATION AREAS IN ACCORDANCE WITH CITY OF RALEIGH °
Idl 1 TREES REOtiiREC I IT D ( ~ 1 ucu EX. UNDERGROUND UT L IFS !I Id ( ExIsT ( 'x/50 x 6"= 2" REQ. DIA ELECTRIC & 1ELEPHONE) 1 I p (DWELLING D WV ( I CITIES OD SMH ~3 PROP. STORM MANHOLE Q ~ o~»q.° a ° STANDARDS. JE) ® PROP. YARD IN_ET °Da a 8• SAFETY FLAGGING COORDINATE ALL WORK WITH SITE LAYOUT AND SITE GRADING, +x ° ` _
NF dI Id 1 ~ Bop I l TREES PROVIDED 1 - 3" TREES EX. WATER VALVE e°~o °a ° ° TREE WRAP TRUNK FROM BOTTOM UP, DRAINAGE & UTILITIES PLANS. '''t'`
( ( s ~ zo. 1714.13-14.4672 , dl ~ ~ R ~ ~ ~ 2 STREET YARDS rOAh MOOR STREET) r I 1 ~ EaSf~~STf~AUGHN BENNETT A, _ Ex. FIRE HYDRANT PROP. FLARED END SECTION o a~ ° ° ° ° °•o ~ FY T T T T ~.~u, ° g °D°o o ~ o END AT SECOND BRANCH. TIE SECUR_LY AT 8. bER COCA ION OF U ICI TES BEFORE PLAN LNG.
dI ab ~ ~'eNV\Rar ZONING R-10 S BEET YARD REQUIRED 3 ( (d 1 ~ ~Frcy 15 X 416'= 6,240 SF S ° ° ° TOP, BOTTOM, AND AT 2' INTERVALS. INSTALL ALL LANDSCAPE MATERIAL UPON COMPLETION OF GRADING 306.8+ PROP. SPOT EL(FINISH GRADE) °a°a6°a ° ° °f°`p0°°° ° 3 2"X2"X6' HARDWOOD STAKE IN SOLID GROUND ACTIVITIES.
d( ~ EX. SANITARY SEWER MANHOLE ( a~ \ NorE: STREET YARD °ROVIDED ~sITE sFwER EASEUENT VARYING WIC ~H 6,240 SF+ SEE PLAN 1ANHOLE T ~ O 'J MULCH ALL AREAS THAT ARE NOT SEEDED OR SODDED WITH C.O~ PROP. SANITARY SEW. CLEANOU MINIMUM 2 BELOW GRADE
dl ~ o eE oeTnweo er awNE EX. ELEC. CONTROL CABNET I Id IQI ~ ~ ~ ~BNET SHREDDED HARDWOOD MULCH TO A DEPTH OF 3"-4". ® PROP. WATER METER TOP OF ROOT BALL 1/3 ABOVE FINISTED GRADE THE SELECTION OF PLANTS AND PLANTING METHODS SHALL CONFORM
dI ~ ~ ~ TREES REOUIREC ® EX. TELEPHONE PEDISTAL ( ld 1~,1 ~ ~ ~ ~ ~ - IA. AL AS SHOWN REMOVE BURLAP AND WINE FROM I~Y~TH THE STANDARDS OF THE AD,IERICAN ASSOCIATION OF NURSERYMEN r, ~e- PROP. WATER 1aLVE TOP 1/3 OF R00 BALL. OR THE CITY OF RALEIGH STANDARD DETAILS AND SPECIFICATIONS,
dl 0 416, 50 x 6 - 50 REO D (v',( \ £,y ~ EX. LIGHT POLE 1 ~ TREES PRO`JICEC 18- 3~~ TREES MULCH AS SPECIFIED ON PLANS, W'uiCHEVER 1S STRICTER.
dl Id . _ Ffti~ ( hl ~ ~ OPEN SPACE #3 - - ® EX. CATCH BASIN PROP. FIRE HYDRANT 6" EARTH SAUCER CONTRACTOR IS RESPONSIBLE FOR VERIFYfNG ALL QUANTITIES,
dl x ~ 93D7 SF NO RA'~1SITIONAL PIEOTECTIVE YARDS ARE REQUIRED IW( EXiS7 lI ( Id DwEwNC I- J ~ X 0.2ta AC ArONG THE REti?AI^~(IER OF THE PERIMETER BOUNDARIES. - 220 EX. 10' CONTOUR INTERVAL PROP. WATER VANE & FINISH GRADE CnAWINGS SHALL RULE OVER PLANT LIST, RVAL ~A BLOW OFF ASSEEiBLY EXISTING SOIL SUBSTITUTIONS SHALL BE SUBMITTED TO LANDSCAPE ARCHITECT FOR ,
d( ~ N /F ~ t 000 SF OUTSIDE OF 1 Ill l I I P ~ND 1 1714.13-14,4561 G ) 222 EX. 2' CONTOUR INTERVAL ~ - APPROVAL, PRIOR TO INSTALLATION. 'VAC _o-~- PROP. 6' HT. WOODEN STOCKAD I -III III-III '4. PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANTING BEDS
( Il (1 I HARRIS, ooROTHY D. ~ PI dl ~ ~ 1 zoNlNC R-1o B ' FENCE _ ~~-~11- BACKFILL WITH PLANTING MIXTURE -SEE BELOW ~'RIOR TO MULCH INSTALLATION
1 u, Id 1 1 I _ N/F dI W ~ ~ rr:~t: ,CC,,','" DEPARTMENT OF EDUCATION n~~~i T T - R 'S- ALL PLANTING BEDS SHALL HAVE A 2"-4" TRENCH EDGE. -~~I-~ =~~~=f II=1~I-~~I= EXCAVA ED PI MINIMUM 1 WIDE ON ALL SIDES THAN ROOT BALL DIA. 'f LANDSCAPED PLANTING AREAS SHALL HAVE A MINIMUM OF 300 SF
( ~ Ill 1 ~ ' E ,'til- ' C~ , , I LEMENTARY SCHOOL ll ~ ~ PROPOSED 9' SS ~ ~ ~ Xj I I-I I ~I I I-I I ~I I I=III. u~-~~F~~=~~_~ SCARIFY VERTICAL SIDES AND A MINIMUM DIMENSION OF 7' IN ORDER TO RECEIVE CREDIT TORWARD
I V) Il I I N1'H:N 20~ CITY OG RALE~~ ~ ' y SENER EnSEUENT NO TRANSITION YARD dl REQUIRED -u~-III MEETING CITY OF RALEIGH LANDSCAPE ORDINANCE REQUIREMENTS. 1 ? ALL FOUNDATION PLANTINGS SHALL BE INSTALLED BY THE BUILDER.
( Id (I - _ ~ I ~ A ~ . Pt w ~ Rq q ~ lOT PLANTING MIXTURE: PLANTING MIXTURE SHALL BE (2) TWO PARTS APPROVED OFF SITE TOPSOIL, (2) TWO PARTS A;;~
dl ~ ~ ~,o N/F EXISTING SUITABLE SOIL AND (1) ONE PART SCREENED PINE BARK THOROUGHLY MIXED, ADD 20-15-10 FERT__=R
1 ~ I d 1 I EX 39' B-1 ~ ~ .....~~'~'?0 30 LC 014' O.C. dl ~ CURB AND GU~TER a qc''~ ER THE RECOMMENDATION OF REBECCA C. WEATHERFORD IN EACHPLANT PIT AT MANUFACTURER'S RECOMMENDED RATE.
( O (1 STREET ~'w~ ~ ~ PLANNING COMMISSION dl N/F F, B.M. 1982, PAGE 308 ~'x( STAKE TREES WHEN NEEDED OR DIRECTED BY LANDSCAPE ARCHITECT. B, M. 1981, PAGE 575 `ryG:
I O Id 1714.13-14.4454 ~ WEI DETEtvTICN ' 8'7 ^r `Q~ dl 4 ( COLEMAN, MARGIE M. ~ ' ' ' ' NOTE: PLANT LIST
1 GQ 1 t . POND.2 FF ZC ,c s \ dl ( ZONING R-10 OC E 2 6-Sv FOUNDATION PLANTINGS SHALL
I Id I B M,1920, PAGE 232 B LOl~ ll I UMT 89 ~ 1 Il ( G 2 ~ 4 BE PROVIDED BY BUILDER. SYMBOL KEY QTY. BOTANICAL NAME COMMON NAME SIZE AT PLANTING „ Y~, TREES
dl 12 'FE 2 .50 ~ WO 5 QUERCUS PHELLOS WILLOW OAK 3" CAL„ 8'-1 C' IEAVY SOILS N.T.S. ryt
( Id11 dl L0~' I I ~ UNIT o 20 sF 3 ' `s; RM 4 ACER RUBRUM RED MAFLE 3" CAL., 8'-10' HT, PL/WT ROOT BALL 1/3 ABOVE FNISHED
! ( ~ UNIT AC ( ( C 10 FFE 2 1.93 ' GRADE AS Stfi01111 ..I ~T o Q.
t l 9 878 SOT ! ! 17i~?3-1t1~i3 r ^°`D wi D•20 qF \ I~ NN i UNIT FFE C Z Z L . IEnli1Q CtiP 3' CAL., 8'-10' HT. '•po`lo,o;•oy0 ;a• SCARIFY AND BUTTERFLY ROOTS OF ANY \ 1° " I ° o • ROOT BOUND CONTAINER iATERIAL BEFORE
! ! LOCKERy, W?LUAY NO 1RAN911a! Y V 0 UNIT 2 t.DD ~ 2 o~° °oo~, o° o °°o o , ° PLANTING IF BALLED AND BURLAPPED ° o
ZONING R-t0 pEG10iED B "'1 8 7 < 1 1 B.M.1920, PAGE 232 t6 BE u u 9' r " >°,oo o ° REMOVE BURLAP AND TWINE FROM g ~ S4 UGUSIRUMI JA JAPANEESE PRIVETT 24"-30", 3 GAL. ~ ALL • ~ o; ~ TOP 1 3 OF ROOT BALL ~ ~ 1 ~ oo'~ °o, •o°o /
' ~ C WO UNIT ~ ( 6' HEIGHT WOODEN STOCuADE FENCE TO ? Z UNIT ~ 2 225 i2 / • OB 38 ILEX CORNUTA BURFOR011 NANA DWARF BRADFORD ROLL 18 -24 , 3 GAL =UL~ ~ ' ° 4" SAUCER 25 / '
~ 6 5 I BE INSTALLED TO PROVIDE SCREENING o Fi~N' ADJACENT PRDPERtt OWNERS M UNIT MUCH AS SPECIFIED ON PLANS
~ n~'~:ORDANCE WITH MEETMGS HELD WITH N ' UNIT ~ ar~ACENT OWNERS ON 6/102. 4 3 UNIT ~ . ~ ~ ~ F;NISiT GRADE 3 / Ex1STING SQL
~ ~ ~ Z 20'R ~ _ I~ be. 7.JP.... -
~ PI ~O, DRAINAGE VENT i ~ ~ I :r Y OC... v.
PJ /F J 1714,13-14.431'. 6'BE C I ~ ,ti., ° fNAGE TiA~ENT k'
• THEVATHAN BEN ~ ~ P. & GRAZIELLA P. r ^°w . J Oc OPEN SP eAO~ DRY _ ACE s ~4. ° - ~ OC POND 1 69'
ZONING R-10 0 B M.1920, PAGE 232 ~ ° N V 27.639 SF SO' „ I I~~~ EXCAYA~ ~ ~M $2 ~`w °"t" 0.635 AC $ ALL SfDES 1lWI ~1 , `~":r "k', ~ 8 E eau. aa?,,~ , a ~
~ o°°~~, M TF (19,000 SF OUTSIDE POND} 33• SCARIFY VERTICAL S1~ ` ~ P 14"PO 30"PO ~'~1:
6'BE PI ~ C - a ? OAK MOOR STR ~'''7 a -r I EET N Z . . . . . . . . ~ +
1 WD ~ tQ (45 R/W- 26' E3-B 4 ROADWAY) 3 LC 1: ~ P ~ P_A\T!NG MIXTURE PLANTING MIXTURE SHALL BE [(2~~17~ P " II`~; "'°o N 85' a' P 0'= ~-E 'OPSOIL. /2 Trio PARTS EXISTING SUITA~.E ~ 1 n* NOO _ 5 W O ~ C~ ~C C ) ~ A L '.S. _..R..NED P,NE BARK TMOROU(~•I Y uIXE_D.~ ~~DpQp~ZQ`t5-5 TUZER
®14' O.C. c r 610 59.8 P _ 0~ P~_ANT A1' AT NAN1ffACTURER4S RECOMMQIOED RATE. _ t'` ~:'Ti 8
• N 85'25'Og' ~c W Z -1 ~ iN
6' HEIGHT WOODEN ST KADE FENCE TD 258.49 t0 BE INSTALLED TO PRO IDE SCREENING 44.32' 1 m .00' w ° ~ o........ ,
R A NT WN RS IN PO E ACCORDANCE WITH r,1 INCS HELD WITH N TRANSITION YARD f 9 1 t8- n ~
• ~ ADJACENT OWNERS ON 5/16/02. REQUIRED TIMBER RETAINING ~ r ( 1 J ti WALL DESIGNED ~ 2 i NO T ANSITION YARD B "BE ~ •TRANSITION •Y N ~ ~ B 8 N es ~ liD .
~ ti BY OTHERS ~ 2~ ) ( ( ti 2 3 o, O ~ ~ inW o REQUIRED N W ~ NN 2 ^ O oz' w of O t7 r, t 88J8°
~ ~2 ~ ~ W O n ~ 4m~ I Fmk rN~ ~ y c^ j O W N ~ ^ ~ ~ ~ ~O ~ O o ~ x o°aW v0 Q ~ 6' HEIGHT WOODEN TOCKADE F o a O v v ~ , O" W c ~ Q ^ BE INSTALLED TO P OVIDE SCRE WOODEN TOCKADE FENCE TO 2 ED TO P OVIDE SCREENING N 86'57 03" ytl s.~
~ ~ Q ~ " m Z O W Q ~ ~ " W Q ' " ~ 4 v Q O O ~ r0 ~ r0 ~ FOR ADJACENT PRO ERTY OWNE \ i > ~ ~ ~ Q \ v ~ i Q m O ~ 2 ~ ~ C! Q \ _ ~ ' ~ ~ °j \ ^ ~ ~ Q o2 a I / I o~ ~ W ~ Q ~U ACCORDANCE WITH EETMGS HE ENT PRO ERTY OWNERS IN ;E WITH EETINGS HELD WITH 62.10'
r; ~ a U Z I ~ a W a} ~ Q Q 2 rj a O Z~~~ 4 2~ 0 2 w 4 O I Q ADJACENT OWNERS ON 5 1 6 0 cc~ ~ vJ2a ^0~0 \i J~4 O ^~U W ^WOn oio I ( °ro 2 ~ .~4 / owNERS oN s/r s/oz. a 11 g g ~ S 85' 13'3 ~ 2
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' GENERAL NOES: I 1. WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH v . \ /w EDMUND _ STREET
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, THE CITY OF RALEIGH DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS AND GENERAL CONSTRUCTION STANDARDS. IN THE PLANTING NOTES
EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS, OR PLANS. THE MOST a.
STRINGENT SHALL GOVERN. _ ~(EY REFERS TO PLANT LIST. 1~RE THERE IS ONLY A KEY. TFIE '`aE - _ "r 'I,G ~ I ~ S^Oih~^I ~ ~ OUANATY IS ONE. WHERE 111E KEY IS FOLLOWED BY A MINBER. THE
- ycJ -c~ T: Y - .'L.'''aG t.~ Slopes (3:1 to 2.1) ,'Rc0 CR _ Ru_ C'"S 5~L . OR rrQrajCt~iALLV a'r„ v:R ~ _ NUi~R I$ THE QUANTITY REOIAtED FOR THE INDICATED PLANT BED. R ~RrVATE UTILITIES SIip1MN OR NOT SHO'NN} 1Mr+tC?+ Ur N Cr+ .•:~.i::",' T-E PUBu~C 0 ( ~ Y IN CALED DIMENSIONS Mar 1 June 1 Sericee Lespedezo (scorified) 50 lbs./ocre ~a
CONSTRUCTION SITE. THE CONTRACTOR $+~,ALL 8E RESPONS13LE FDR 4E~a!I?'`~~. 'HE CONTRACTOR'S LOCATE PLANTS AND PLANT/M~ BEDS 8 US G 5 & ~ ewes sr••m taosoi 3 il~e! deep Drat adverse aoi
FROM STREET, PROPERTY LAS. ETC. OWN ExPENSE, A.L Ex157NG UTILITIES DAMACEO DURING CCNS'R„Lt „r~. arw~ «IMAII ~ TH TA'"^~ £k+ '~P~ttiS. (Mar 1-Apr 1',) ~ Tall Fescue 60 lbs./acre 2 ALL DIMENSIONS ARE TO BACK OF CURB. UNLESS 0 ERwISE S o:U ~ pLµTS {ALL MEET OR EXCEED THE MINIMUM STANDARDS SET MO' i-Jun 3n) Or Atld Weeping Lovegrass 5 lbs./ocre ~ wllella ~ ° MlMleet ~ M~, _ .
4. SEED ALL AREAS DISTURBED BY CONSTRUCTION. AND NOT INDICATED 'C 3E PA}rE0 OR PLANTED, ~ 3. Relmovr BY THE U.S,D.A. STANDARD FnR NURSERY STOCK SPONSORED BY THE bv! "i1~ eeei eflulr SEEDING SCHEDUE ~ 5 c ~ .t y ' onobly smooth and unr7arm. I
UPON COMPLET ON 0' GRADING ACTMTIES. (Mor 1-Jun 3i!) Or Add Hulled Commor reosonobly smooth eIn / 4. Apply ogricuKurol Time 5. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEAT„RES. At~tCAN ASSOCIATION OF NURSERYMEN, INC., WASHINGTON, D.C. Bermudogross 8 tps. ocre y ogricuKurol Time, fertiiTer, and superphoeph~e unMb?mlr,ab ~ • ~ ulders Side Ditches Max. 3:1 ~ ~ ~ ~ v s ~ Sho . Sfooes ( 1
6. ALL CURB & GUTTER SHOWN ON THE PLAN SHALL BE IS STANDARD 30" CJRB AND GUTTER (CdcC). M ~S ~ PLANTN~ BEDS AS NOTED ON DRAWING. 'cI Fescue ere 60 IDs.%ocre with soil (see below'). soil (see below'). C~((~~pp finue tillage until Dwell-pulverized, firm, reofanaWy uniform seedbed DATE TYPE PLANTING RATE YOT ~'Vfl C N T
~ H A' VAG AND PROTECT ALL EXISTING POWER PCLES, SIGNS. MANHOLES. ULCH ALL THE CONTRACTOR S ALL S ~ E ALL PLANT GROUPINGS ARE CONSIDERED PLANTING BEDS. Brewn,a0 Mii et 35 lbs./ocre 5. Continue tilloge until RI wAT~R VALVES ETC. DURING CONSTRUCTION. 0- Sorghum-Sudcn Hybirds 30 lbs./ocre is prepared 4 io 6 in TELEPHONE SERS, _ , 0 S AUCTION repared 4 io 6 inches deep. Aug 15-Nov 1 Tall Fescue 120 lbs. /oae
8. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATC";S A`;D STt 'CONDITIONS OR Se. '-Mor 1 Sericc Lespedezo 6. Seed on a freshly pre i on a freshly prepared seedbed and cover seed lightly with seeding Nov 1-Mar 1 Toll fescue 120 lbs. iacre pment or cultipack otter seeding.
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL Bt IMMED~A'~LY LANDSCAPE CONTRACTOR SHALL VERIFY UTILITY ANO STORM DRAINAGE (unhuHed-unscaified) 70 lbs./ocre equipment or cultipac REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH I"1CCNS STENCIES OR LOCATIONS IN THE FIELD, PRIOR TO BEGINNING CONSTRUCTION. And TOIi Fescue 50 lbs./ocre 7 Mulch immediotely oft :h immediotel offer seedin one o^cher mulch. & Abruzzi Rye 25 Ibs 'acre ~ y g Mor t-A r 15 Toll fescue 120 Ibs./ore
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREFA^,CIES, Mor I) And Abruzzi Rye 25 lbs./acre 8. Inspect oll seeded ort act all seeded areas and make necessary rrpoirs or reseedings within the P ,1 Ling season, if possible. If stand should be over 60% damaged, Apr 15-Jun 30 Nulled Common Bennudo Gross 12 •t/~Ors a ~
INCONSISTENCIES OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK- APPLY PRE-EMERGENT HERBIpDE TO ALL PLANTING BEDS PER planting season, if po TH AM AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SLwER, WATER MANUFACTURER'S SPECIFICATIONS. Cc-su ; ~onservoiion EngineE~ a Sod Conservotion Service fa addGonel reesioblish following c 9. E FR ES -+o*m;::c^ concerning other olteraatives for vegetation of denuded areas. 9. Consuls Conservation ~ioblish following orlginol lime, fertilizer and seeding rates. Jul 1-Aug 15 Toll Fescue and 60 Ds~oae ~ in n Treatment and fertilization r trot Mill suli Conservation Inspector on ma Lena ce B o oP et 35 IDs./oae
MAIN, GAS, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTED TO MA1CH PROPOSED tINISHED GRADES. r permanent cover is established. "'Or $argWn-Sudan Hybirds 30 lbs./acre ~
I TI T RAPHIC AND UTILITY INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM AN SCAPE CONTRACTOR SHALL SEED AREAS DESIGNATED ON PLAN Wt Ty •~e cGove vegetation rates are those which do well under locol conditions; otter permanent cove 10. ALL EX S NG OPOG L D c'^e' seed ng rote comb~ncfions are possible. For a town quoGty turf, A TOPOGRAPHIC SURVEY PREPARED BY AAKEN & YELLE ASSOCIATES, P.A., DATED 11 ~ 20 9 . REBEL FESCUE MIXTURE OR EQUAL. KENTUCKY-31 IS UNACCEPTABLE. y Agricultural Limestone 2 tons acre (3 ions/acre n cloy soils) "R
RECORDED PRIOR TO LOT RECORDATION. GOAD e o~ -riple rates. "Apply Agriculturol Lim 11. HOMEOWNER DOCUMENTS SHALL BE APPROVED AND Fertilizer 1,0 Fertilizer - 1,000 Ibs:/acre - 10-10-10 .,~1< ik':....
12. TRASH PICKUP SHALL BE PROVIDED BY A PRIVATE COLLECTOR. VEGETATION WHICH MAY ENCROACH WTO THE SIGHT TRIANGLES CAUSING '*""'Temporary -Reseed according to optimum season for desired Superphosphate 13. CONSTRUCTION PLAN APPROVAL FOR ALL PUBLIC AND PRIVATE IMPROVEMENTS SHALL BE APPROVED Superphosphate - 500 Ibs./acre 20% analysis Mulch - 2 tons/acre -small groin strove ~ ~ , n_ ,+t _ ~ i I
Y NTRAL ENGINEERING PRIOR TO ISSUANCE OF ANY PERMITS OR RECORDATION OF ANv LOTS. OBSTRUCTION, AS DETERMINED BY THE DEVELOPMENT REVIEW GROUP OF permanent vegetotion. Do not ollow Temporary cover to grow over 12" Mulch - 2 ton B CE THE CITY OF RALEIGH, SHALL BE REMOVED PRIOR TO ISSUANCE OF FIRST CO. in heicht cefore mowin othe.wise fescue ma be shodee out. g, y Anchor Asph _ ~ ~ , R ~ T R P Y r I ~1 Y ,I R , ~ ce L A n 0 ols o Anhr shit ml @30 ~ co po E use g / ~
DATE: PROJECT: CLIENT:
5 I I N P R EAST CAC MEETING 06 01 02 06 26 02 U~~ RLK REVSO S E I 10!2J /01 HOF:ZONTaI SCALE:
4 'I I N PER ADJ. PROPERTY OWNER COMMENTS 05~20~02 M~~_u I ~RLK ~ REG S 0 S e ,n
z ~~„~(`I/~A~C nr~ (`(~~d~ICAITC ~C/`C11!Efl ~~~~nm~ 03/02/02. MLG R~K I 4U ~ ~ cgs- .
LU\ RLVI,)IVIVD LLR VUIVIIVILIVIU ALULIVLU ULILUIUG 01 11 /02 MLD RLK I VERTICAL SCAM:
A REVISIONS PER COMMENTS RECEIVED 01/10/02 JLV]LASSOCIATES9 P* A* ~ P. A, '
REVISIONS PER COMMENTS RECEIVED 11/28/01 12/13/0' MLD RLK 1 TITLE: DRAWN B":
DATE: DRAWN BY: CHECKED BY: Engineering Environmental Solutions REV. NO. REVISION: ut io LJ I DESIGNED BY: ' I ws
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR TFE SPEdRC PURPOSE AND CLIENT FOR WHICH R WAS PREPARED. REUSE OF AND IMPROPER RE111NCE ON THIS DOCUMENT 409 ROGERS VIEW COURT PHONE. [phone] WILLOW PLACE CONDOMINIUMS . MLO ATTACHED RE'ER_`.CE FILES. JOB NUMBER: SHEET NUMBER: CHECKED BY:
WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY MID-ATLANTICASSOCIATES, P.A.SHALL BEWITHOUT LL489JNTOAW-ATLANTICASSIDICAU SPA RALEIGH, NC 27610 FAX. [phone] SEAL: RLK 01-107508 C5
COPYRIGHT MID-ATLANTIC ASSOCIATES, PA 2001
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~ ATTENnON CON1'RAC 1.: l'~~;
c#ion ontroCtar' res onsib~e for the extension of water The Constru C p n
and sewer, as appra!ie~¢ Tl+ these plons,:is cs~ponai~ie for carltQCtr o0 1 ~
~ d th the Central Eng~eering DeparEm~t?t at.,:~q, ~an e emu. a ~ ri« y
Pudic Utilities ~ artment at~,~QQ at least 5 m
- r h r Tier to be ' nin an Of their construction. .~.L~Lt~i' ou s p 9u? 9 Y
r to notif both- Ci# De ortments in ati of be innin - ~ Fay u e y y p 9 9 ~ 3 ';f '1
con truction wifl result in thc~ivauance of monet . ~ fines, and CJ EirtMA CONN s ~
f i of , ected ELEME Y SCHOOL require reinstollatwn of -any wOMr ar sewer ocil ties n insp '3. r`
as o resuit of this notification failure.
i ~ k
Failure to caN for In ection; lrrstall a DownstCeom P?y ,have ~ sP 4 W
PJans do the Job ~ s#t a 'an other V>d?Qtion of Cit of o Permrtted e y y ~ t N
r !?alai h Standvrds wiN result in,a Fine end F4ssi¢l~ xditsion 9 :L~
' . from future work in the City of Rat 7
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o , .FAC~.ITfES, k~iCi.t101NG SiQf1MALKS A~1© HANt>dG1~P RO iLE ~ ~ P 14 E '7. ~ ~ ' 1s
RMIPS ARE t0 8l CONSfRtiCTEp <4kJ AYLtt $~ETS AS SPECIFIED 8Y CiTY COQ, TNE~ fACkJt1ES s PROFILE TFA L PLAN & SEWER OU L &STR R ST 8. OAE
r HAVE BEEN APPROVtO`BY THE q1Y OF RAta6H -
i . ANp SHAIL BE SO 1NS1'At.6.Et3 UNL~~S A C1H~ n P FI P & :2~~'A SE ~„c
!5 AUTHC~RtZED BY YIRiT'1'~i APPROVAi.. Pt1~iJC Ar -n & Yelle Associates PA ~Q ,c
~t 0>h1 $AtiiTAl2Y SEWEI~t EA~li15 ARE t0 8E RE(~RRDED P>kofeesi<one! ~~n~meere Lead $uney RECARAED i~+~s ~ ® F 5.1 l .~i
PBlQ12 Td FN~fAI `ACCEp'~JE. St(~ltlRE:
X755. Benu?>~ Drive a:
~ R,aI, Np~#1? 'Carolina 27609
a' 919-477- ::Peas:919-87'x'-9M
E-mail: el outh.net` 041EF ENGiNEER¢ ,
WO, UTIUPES---~ IXR OF. PUt
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/ ~ ~ E !1 PARCEL 10ENTIi1f,AT10N NUMBER 1714.1J.14.t13i06 . L Harold A. YeNe h, RL$ , L-2575 artily that this map ras 4roMn (corn an octuol field , j
i !f ti ~ ~ li ~ 11 / ~ . 1. NO POIC?ION Of LOT SHOWM HEREON IIES ~'h' perfomNd under my direction and ~
1~ N~iTHMI THE 90UNOARIES OF A f.E.M.A. MAPPED s~• the ~ df doeure, as celcylated I
l3l l 1 ' i 7U ~ I~ ~ N/~ f1000 KAtNtO AREA (PANEL NO.) by latitudes and deparbul!ee a one port. in : ' . ~ NOIID . TAe Mbclowre is dLstrfluted aY tM GoAdoN
i ~ ( 11 ,y i l~ f t>st 714.13-14.4672 3. ALL BF~WGS AND DISTANCES SHOdM ARE Metl+odT ~ aeo, if shown, a taktioted by
~ J 1 6~~ SIRAUGMI BENNETT A. VI 1 ZOwwG R-t0 I ~ ~ r GROt1ND ItEASURE'MENTS 1RA.ESS OTHt7tWISE electronic computer wing DPD metlads. This mop ~ ~ ie pnipored in oecorMlnee wiM G.S. 47-30, os omendea. ~
{ ' 11 1 ~ ~ \ ~ trAtness my bond and seal this the doy of _ ~ rF `j
11 ~ ~ 11~ 9~ - REFERENCES t9 F.
11 ~ 'b ~ BOOK OF MAPS 1947, PG 19 p BOOK OF MAPS 1981, PG 575 ~
BOOK Of' MAPS 1920, PG. 232
i 1 ~ e. ~ ~ v !1 ~ ~ ~ ~ BOOK OF MAPS 1949, PG. 10 North Corolino, Canty 1, a Kota Public of tM a?0 stato aloresoid certi 'Y ~~y tY
that , o Registered Lond Surveyor, E Deroonally speared before me ~ doy and acknowbdged fhe ; ~
execution of the (aegoinq instnrrrknt. Witness my hand and
1 ~ 11 W k 1 ~ ~ N j a W ~ ~ - oast 1 ~ ~ of6ciol stomp a sed, this day of 19 ,
i ~ ° 111 1 ~N~f' ~ v ~v~ ~ ~ ~ ~ 1
11 W 1 , 1714.13~14.45~1 ti 1 111 ` k1ARRIS, DafiOTH~' ~ 1 Notary Public My commission expires F
11 W ~ ~ Qc A
11 1~ i ~ \ ~ 1 ~ ~ ~ N J h t J \ \ ~ ~ ~ } A ~
11 G? 11 , ~ ~ _ ~ ~ 1. ~ ~ WAKE COUNTY DEPARTMENT OF EDUCAT1oN I J ~ ~ ~ ~ ~ ~ ~ ~ ~ EMMA CONN ELEMENTARY SCti00L Z
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r ~ ~ , 111 r „ \ ~ ~ r ,z~. r~
11 ~ ~ EX 39' B-8 ~ ~ ~ ~ V ~ ~ ~ N/F REBECCA C. WEATHERFORp
1 / Q 1 1 ~ CURB AND CUTTER \ \ ` \ 1, 1 STREET N ~ ~ 1 ~ B.M. 1982, PAGE 308
11 11 1714.1,, , 4.4454 , ~ ~ ~ , \ ~ B.M. 1981, PAGE 575
~ fl ~ f ca.FM,w, uARCrE ~ ~ , ~ ~ ~ ~ 1~ ZONMIC R-SO ~ \ V ~ _ y--
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I H (v ~ ` ~ J ~ \ ~ 4 0.+ ~ i c PROPQ6ED GRr DE1fNttON AREA A Vy 5, 5~~. 11 ~ a { I N/i PRCP05ED siDRAt,`E ~~1.u~E
j{ 1714.13~.14.45a'I' ~ ~ ti S?ORA uME F
{ { - ' NARRiS D~Rt?fiN1~ Q.`~ t~0u6tEA GF vOt. { W I~ ~ i ` ~ t5 1600.0 CF .t
{ I zo~~~ N,~ ~I I ~ _ \ WAKE CGUNTY UEPARTMENI OC E. i 4TlON
{ I ~ ' ~ ~ ' fMIdA fONN k:~:EMENTARY SC1;UGl r ,
{ { f { ide. , ~ '
w
; r ! ' { ? !i r ~ { REBECCA C RifAFORD B,~ 111>ta:DAGE 30e!
11 y ~ B.M, fs81, PAGE b75 ,
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{ 1 { { { CO~MpN. lAARG c M ? s , jFE 46,50 ~ . ~ 3 , ~ ZONING R SO ~ ~ { 1 3
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} ON ~h;SHAL1 x k ABC STOIC: ~ _ ~ SE IYbt . YiMAA011! t
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AC1Nl~. H~ RElEL 3 ;
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I , + .,~t~ I,~ICKK RR CMII@ fROY CDriER i
~ ~ ~:a 'Ia` = PA ~ GRAOE
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d:~ ~ aaoc i ~ 2 r u «•R . ~~aLeE aoa • wt 1~. ~ ~ , ~ rwc aAIIa ~ +Nala ABO~k
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~fAM16 All A+°atiCABtF F'ER11T5 ~ . d>IrTI
~ - II i i f >w~at ~ ~ _ COMDR ~AA1LtA#CY: `1C) ~ F1vE FEET +M TRAFAC AREAS
i 1 1'? AMS Y~ N011-C S.
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~ r ~ ~ ~ ~ ~ ear ptTS 514ALL IE LOAD BEARING TYPE. ~Mr O~IGMES 1i APPROVAL OBTAINED. ~Jlif ;
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~ ~ ARATiON
wI~?~s~D sEwER nAI~S slsa.I: ~rAKrM+ A fo Foot MORIZOPtTAt SR:P - "j"`
R~ ~ ~ n I • r fe !DR ~ t~ SEPARA1iON AT Atl TIES. Mart f?
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O 1 OM i OG i ~ 1•`'6' RATO rM YR, I I d
I I a ' BERDi CROSS SECTION
t b, ; TE r we rrwau „
j a• . MYI1~IL K 1e11C1a R M raar ro w r rt: I i er AAI(a +eM MtM WOAD FfIEE DETAIL
`r w ~ 1 / nrrt wen. rsuc COMPACTED iDP SOA. MA1pK 9 wAY 4 138.J5 cAMST. rreLMc
I) r w NN ~e-+p M \ ~ i r M~ml ~ 4' DP 4EANOUI eM01N0US f1LL MATERIAL run ItJ10K latpt U9ID W CUS1011 9S1< STANDARD PROCTdI b
r rw ~ 1MO1 r NM m rti ~ _ ` ~ +uv wioru >r iNM nr ro v ILt mey ii \ r aisT, tM~NL 1' RA9NALL TCRAGE 21 SLOP[ O
r1e1 ns v a1a i ~ ~ ~ • } A ~i/ .b ~ iir fwr DIP OUTLET PIPE THRgA7N BERM ~
} • ' • ~ 1111 ! 11 , ' our ~ / ~ smNl • neat, r Ni" w C#
. ; ~ ~11t 4eu NY 1.0' OtPA;E Q 2Ji.0 CLASS 1 RIP RAP DISSIPAT sro vAL~E 90>< ~B' DEPTH a STONE y a
/ ~ 11 AT BASE a SPM.LwAY ~ g 24' MrwiM
' • • ' ' ' PLAN V rc aNan1 . • . ~ ' NnIMH PLAN VIEV OF PROTECTIVE FENCING StgE oEDTH O MONm SDKiE TF[E- ExPAND At KCESSAkY ~ '
PERSPECTIVE VIEW N
i~TES~ aula a Av n MRN w+ - r aaKNtn m nioroct Ebema rMt enom Nv EL 273.0 q A PLACE snarE ~ o 0
1) F'dl 24' RCP A LARGER USE PD'E ~ Patr nur rA« w klEi a1 ita N, BA9N ~A~ DD Nor xEY DAM m THE 7lEP q x ~ „pgyE NPERYIDUS SrRAIUY CCLLAA 0 a
DIMfTER PLUS 12' FTJt ~ r,,~ ~ r , r NMQ rm1 M¢t Npl[MUM IMSIDE DBfJUIDli ar !act mortxiu r4leit Mut ro ¦ amAa® eto,~r m>AA1e rH ewon -r, r tA'MR rmD AAYS gr UN~ATTER 9A9E a KEY IttANi a Y INV Our 232.60 ~ OAS v~ TDAMI MISTALL B' D.I.P. AS SNDIM W
2) USE 4K41(1 DR 4KBX16 SOLID ~ Tart. ALL, lE Di.OCK. CAST IN PLACE nao eroA.eT arc u? Mt~oeui r~r arE21 DuRNO oRADwo ~ ~ °o ~ o a ° a
OR PRECAST CCdCAETF 1D NEET -1E ar i~la1 air ~ ee ~wrA ~ au aoc wl ~ r t~i ten,,,,,, ~~r ac NCDDT STANEARDS ACCEPTAILE. wwor aarrrerrea»ina~ ~ • roa rwaeA ~ ~ r ' ~ a
T SEE NOTE -eo e? ai rala 10i ro a 11110 11UL ~ 101 NgpA Mt~Ta ~ . 3) FTI! STEP RCWDtEIEd SFILL1iAY DETAIL MDTA~
2 ~ STA NQ 30.01. ~I auoc rort ~ rnolsna NM 1 a.1w R~ nwee ata ~ ~ PERi'ORATED PLASTIC FENCE f~TAIL WSTALL FESGJE GRASS PLUGS TMININ SPACES
~ w~~. 'u' +meeir oslMlaE,w art rorn a CdICiIfiE LAID PAV47tS
e"q°e~.+o'n'"e~ • SECTION THRU BASIN. FILTER AND CULVERT PIPE COdCRErE GRID PAVER
No BCALE SPNLTMY ~ ~ BY NTFRLOCK
SIDE VIEW r~wn wvr, r1m.x v ttm t Dar c rAClolr tMM1O PAVNG SYSTEMS, uk. tour tort ~avsr'to nuts rrAltr cAror, tllnLx rw~vr, tATN[ NE1 DOND rt SLOPE POND t
fiaatr (EXISITNG PIPE INVERTS)
~i~1 1 CLASS 1 PoP RAP DISSIPATOR g~ 18' OEPTN OF STONE
~ML PIMA! iD ~ SAVEI SNAIL M: ` PemtCTp h it11CD1G AL MCYN M PLACE STEEL STAKE AT BASE a SPIIiwAY
QI iNTt RETAIL 4 iMIRO ~ a SEE DISSAPATOR CNART FOR usE ~e' x ~ ' D~. °NS COMPACTEO SUB-frtADE /a
& CDNTRACIO! tiY1L DnTMl FEIe:>f6 ~~IAMIK MIY ®4i~T01 1 STEEL RODS
E"--- r'r --'^I pTY Of RAIDCH G lY Of RAlE1G~1 G TY OF RALEIGH PLAN VIEV O AROAM E>IrLE PLAN VIEV lx PROTECTIVE FENCING ANOU10) E9QE TREE- Ef~AND AS IEaSS/AtY -
CEAITRAL ENCIT[ERNG OETAA'IYEAIt I' Mw.LGL~ FR ! CENTRAL ENCf1~el+c OEPARIirt]JT CFNTRAi tNCi++EENf+C o6hwtiIENT ~K ff P><OISCTlVE i~ ~ ~ ar 1 OMM~ ffi J1 fRABDK? ~ R Y WiM h: A k" 1 a11M111' JI1 9< N
STANDARD 4. PRDFECTiVE PEI~KIfi tNALL K lau?Tp AT a TEMPORARY GRAVEL do RIP RAP ~ = o CONCRETE ~ PAVER ~ V1 ~
,A1NCTi0N ouTtmE ERlL1[ ff TREES All1 1' NOd111 SILT FENCE HORSESHOE 90X >ew~ oA Dnot PLAMrt INLET BASIN r~r oaNO1 Navy arty wsaro USE TURFSTOfR BY N1E~OC1( m H IMwot ttrAVr turn wsawty AtAtrtc rAMMC PAVING SYSIEIIS t1C, I 0] Z tS
INSTALL FESCIR GRASS ~ . PLUCS MiNN !ACES
- DRAVING Nor TD SCALE - BTD. K 31.11 STAR N.14 37D. a M.l1 Notts 1. AIL PLANTS TD ~ SAYp STMAJ. ff OF CONCHES ~ PAVERS SP1LLN'AY EL 2]9.0 TOP a BERM EL 240.5
MANHOLE FRAME AND COVER GRAVEL. CURB FILET SEDMIEPIT FITTER ?ROTetTEn ~ FE'rcDla ~ p1 o+ TiBS DETAA. x ~ SLOPE < w k' s c
1 7/1' t CONTRACTOR SIYA.L Bl[t ~~,,LL FENCDIG A. HAROIWIE ClD1N OR COMPARA$,E WIRE 1ESN 11TH 1/2' OPOANGS SHALL EE PLACED PRIa1 TD 1EGOIwIG AMr ~STRUCTION CITY OF RALEfGH
1~ COVER 120 lb4 MINIMUM OVER RE G)it1 MET OPlMMC SO THAT AT ILIST 12' a wIRE EKTE~s ACR055 OR GRADDIG ACTIVITY. aNmAC orRwc aEVARTwENr cx>~wACTm we-GRADE
10TH 11E iIET C01ER A4D Af COIIC#E1E CUTTER (MEASURED FROM THE MET ~ N1'1 ,L 1• ~ G AND RAPPROVAL ffLPROTECTIVEIFENCDKi~ REN OAfi ) pAANr fY' A9
A STCIE SHALL ~ PLIED AOAKST 71E 1EE SO AS TO ANCNOR IT ACAAffT TiE PRD7t Tp iEGD4VING AN'T CaSTRUCTIOM GIITTEIt Ado tiET COVER AMD TO COVtR AE MET OPEIMIG CDMPlE1ELY. USE at GRADING PLANT ts~ PROTECTIVE PtAa stEa STAKE
S/5' "~T ~ wASNED STQE. ~ / / ~ PROTECTIVE fENCDKi SeIMJ. BE LOCATED Ai al C. CHECK DEVICE AFTER EACH RAAY. REPLACE wAg1ED STOIrt 6 it CLOGS PATH SfDAb(T. / FENCING TNND ROIr a CRIDS u9E tr x 7/B' Dk
/ / ~ OUTSIDE DRiPLJNE ff 1ARS AND 1' MINDIUN Ap / / OUTSD)E SHRUBS 4t OTlflf PLANTS, I! / / ~ 91'D. N Se.91 StEEl RODS
~
WASHED d!A FLipt r- ~ ~ / / 12' ~ ~ ' , / ~ DRY D1 i DRY DETENTION POND 1
5 t / ~ 23 i/2' LOo- TERED WATER ~ / / FLARED END SECTION
RT6 SfDAt11T (ADEN RtN10R / / / a BERM CROSS SECTION ~ X30
x ~ / ~ • ~ g / / tter A IDMe
~ ~ ~ w~ u ae1 rat Mie rawa ; r. ; l / aer~eAp nr ea to la w1w Tp/DORARY POQ EL K A~ T~~ teM,orw~ittM,wM T~
M ~i~rii a oio~r~iMai~i eieiw~ ~~T ' ~ At ~ F / / rr"ac u1uTS• ePra1[ rlalrls/ w ura+eewo ~ / / "~°ta~ V 1 supT o s,a
arTtR a,aE rAET ~ ~ / i „ tulelM~ CLASS 'RIP-RAP 12' DEEP a
N / ~ e
2 t/E' BLOCK AND GRAVEL CURS INLET SEDIMENT FILTER / / / ,r A. Twp CONCRETE KOCKS SHALL BE PLACED ON THEIR SDES AEUT114C iF# CURE AT / / / ~ ~ albt e. l '
pAtA SIDE OF TIf MET OPELNIC A Y , 4' STUD BALL X CUT AND PLACED / / f>dt ~ A aR e,er DMwwa
THIIDU011 1HE OUiq MDli3 a THE !PACER BLOGR i0 MGCE 1HE FRONT BLOCxS. AigIT ~ P1AiX 011 TIC SIXf ACROSS THE MET AND ABUTTMIG THE / / !
w00E1 / / / i1r 1/h ~ OA'M a ~ t1fIM 1/2' OPENMCS MALI BE PLACED / / A FOREBAY CROSS-SECTION
I 01A~ iK OYIIE ff M RAOts TD PREVENT FETER / / / s .
1"~-~~ y~•~ 510E MOIi 1[INO 1AiN~ TA11plg1 AE HOIEt 11 TIE EIDOI / / ~ ' c MDTIOT A nASta sTOllt sMU Et ~ AcArLST THE rAat TD tHE TDP a THE / / W
0. pEOx oEMCE AP1a EAtMi RAIL EOtACE wASItD STM W IT 0.DC5 xTtH SEDNIUIT. ~ / /
121/4' ~ a,a~LOw
S®IMfNT LADEN ~ / / / ~ 1[f1i FKTERED wA1EA /
1 RUNOFF ~ / e d - alRe INLET ~
24 3/4' • FRAME 162 lbs. >s ~ DRY DETE ON POND 3
SEDMAEiIT : •r ' DI ' •i
~ ~ N r. BERM CROSS SECTION
ya EtOgc 2', 4' STUD BRACE MET SPILLIIAY DETAIL Mower RMiY
G1Y Of RALOGN GTY OF RALEIGH ~ ~ " pTY Ar RAiFJgI r Ewer o rMw am ttsnu toaa lore
Ca3ArRtAL ENCAEDENC p(pAIITMENT CENTRAL ENC7NEERAtG DEPARTMENT ~ CDiTRAt ENGINEERAVC OEPARMNT N v~ ~ aMtAw ~ ~ wLwr a lln4/
a T Ie4M k S e4ne T uaw er. J11 w eon: T auwlMr 1M .es AlIWOi Ar oA~ can 11MI[,A ~A CURB INLET ~ DIVERSION Dwelt ~ 1At/ , i aoM ran ~
MANHOLE ryy„T ~,v,R 1O elaar ee~K r~ ¦ wartar>KwR SEDIMENT DITCH w4~T AMID
AND COVER FILTER MEASUREMENTS DI D4CIE1 67A +A 31.11 SID.Y 10.13 - STD.N 4033 R t~l at ul Iw . OJJM t tD? tw asr?ne / ,r DotM a nac
,°~DSeia wotl~~ M~iate~a r wt a wont
STatll DRAIN + 1 N Ip~M a~ ~'A~ OIMI Pa
i ~ Y ~ Ui•ET PRDTECTId4 ~ ` e oarArrm l?aulE ~ ~ ~ / flK IN • RyT~~~tp1YM~t 1?
~ ~ y~ << ~i ssQ ~TT~1 • ~rr>,n~r ~~i' ~ F ~ atNl1 ~ MM / Rr rYY 1 i ~ w NM 77u 00 ~M~ r W. Al MI
~ F ~ ~ F A SEDDENT ?L1Ek Q AN E)~AVATEE EPOUNUG16 MEA AROUIW A STORM DRAEI a. s
D DRD EIET, Clip DiCT, Q!f /!E Ef+lttT. °a°~n a G ~ Tw 11 qq PURPOSE ruw i Ut 1Y17Po~1R IfIQYO~f 1AMa !<YfIIR. MC. YifKl .
v ~ C a aMa a OdNRR IAIOI ILLMT a MLO ~ a ~ 6 ~
~lE ~y Tfl ?IEYDTT SEDIEMT fql SMRRDfi IFaN DRAEYit SYSTEMS PRIIR TO ~ 1 sC ; ~ PERIIMEIlT STAEEWTgI 0' M DIl7tEK! AREA g~, m 1~Tp1 TM\i IATW a /LTQ SPILL1fAY DETAIL
•~i C01~IT10NT V?~RE PRACTICE APPLIES a~~w-a+a w to aM rte >Ia-a+a
~ " V1ERE STQ111 DR#AI !LEI'S Affi iD X MAX OPE'M110NL X/M DERNAIA:NT v anw~ v nwsm , ~ ~M ~ ~ r
~ ST QF AE MS'TIJAI[I AXh /DTFER[Mi lYPtt D S]WCTURES ARf AP- r ~ F ~ ~ y ~ A)BLQ/IT~XI NIRiIOt a oaoat ~Pwwle too ~a w~a V 1
r C PLICAaE E/FEMEMF r aa,•r w q W la~~ ~ rnwln..rt _ ut slr o?~ waax w ?aw O AQe wwlr rMrr MGM t m' N
~ ~ - IOIO. Gilt i1 Pt ~ ~ SILT iENCE 1RtP IiL~T SEDB~tiT FILTER W
1? a < Q A UV. AESRTAMT 0.ACID ®TDfI1E Q EWIV, FA1R1C WT FRD1 A ~`O~°~" tr at, ~ tr r
r~ !tr A ri a CQalaAJDUS AQ,L m I/0f3 SIPS OUST HAV[ AT L[AR U . , I R7 w OlsAfa t~" ~ DI~ v na,c
t STAN flrlll. II 1XARO 1's r, 2'w 2' oAK, 01 EOW. METAL r ns ¦m °1"'• rtrv.rarc vraul rnM A ~ a 1, F[ET. ST~I ~ ~ a~ ~awtr wil STORM MANHOLE #2 e..tt.....MIE tm
G tiA1l[i tIALI iFI1YI IUiP 111K AT LNST 1/t- IICIIES LONG. rw uw v ea,ar micro- r wm w D. SiA10;t lIMt1 K ~'L1 A4p TM[lERDETER X 11E DLET A an roi Mo M u~a o too nm
MA1r1N aF Ta11ct 1ELT A?M1 AMi 5tt11tELY MlY01 MTO THE GROl1ND v "0• ~ ~ OMElEEI CF 1E IQDn. 4
~nE A VATt1 AiPRO1(. VIaE AMI 1' DEEP MDMPECtiyE vav ~ E. TIEAf.11 LMLL lE tl{4A gg ARORA TIE l~E1E7f TK STAIET. M1p 2'~ CGttR I~ARf Ys K M,~q ~ . /1
5c AY EACH cauaE ALL Cd1lR! A
~ F. ux swat vrtE, r>, r DR rR r. rxalloll vlflt AMI IAA 1MAL1 R RAPLL! to THE M~ RAKES wA>srROarwa r x r a PAtel O w" a tl.w tv a eer a AtaDD RKO OMS IAtATCAI® AOtI 1I
OTAXiC FAt117Rf fi M YlX At M TDP iAlfll Y1K TIES) M3A1 >f' ai 1R fAM6 AIO r Sf M V1RE LROri BrTD 9/LK f1®, dl EOULL ~ O
r M ~L !1[ IE~ X M nLTtR 1lARAa SIEII.I 1E 1!• qAl M/ oDY?AC! M4lYet
fE' NEr NO MOIL t~ 11'. Or i '.i:r.='~,•S'• G THE 1'KlLM SiMLI lr 11`p0Tt11 VITM SOIL CDIMIC7D Olt POr -1 I ~I - RfiM ~ POND ~1 I I N9
" v ' , X; ~ ' CRU5iE3 STM OVtR M iA)~C. /I at+ul N' « RAa 241.4 aIOLMD....~- fM ~iL~
i i.~":''~ iLON Mr IMF a 24' AtF ~w .If~z ~.1~ RAMES 24• Rw POND y1 eQe'"' ~ t 1 ~ is , V ~ ,
~ ~ t.. • r l~ DIET tdAl MTi - Dl ~t' ~ ~ ; ~`i':~~• 7D' Rf7 w
X.., , d:. vDE ~ r i,,~'h ~ •o1s
, FgTES~ ~.o~.w~.~rrwwreaNncw _ ~ t,~ a, L;; a Pd.TiR iA~ sr[tt aA wan.wm nws .1 r i/t wy 1M ' k' AL* OMKE PLATE Q)
p. ~ + OiLK ¦Olq A.QE Nit TD r wM1.M r Y 0' w w , {'."j::r- nme sr, wuc ew, • 1.Vy, rr. . NY. 241.50 ' r,
~ 1- ~.f~:..:.:i: ~ StD1fEMF IAM11 ~P 1lPe0t ! Atl1L ~•M,w R rl ,i A t'~'.''r !i ~.~r~~ 4ri~.~L b ar'r"'da M OIl17T 1 M ~Ya ~1 anoE Put AT OID a :4' a r.
i ~ ;t"i, Vin: Y i +•r`~+~I I~l •N M 1wMr k r n•r~.. 1 ~>i; ' ~ pTY p" RALEIGH GTY Of RALEIGH tusao slat r 9BnN 79oD Psr mMatTE ~~µTn l lluq,~ aN ooM?ACn9 ryh r_
'.S' ~ ENCI1EfldNC pEpylTpl? • • CF TRAL ENCAWE'ER1NC DEPARTMENT PLAN VIEW 0 F+~ ~IEW SIDE VIEW
>c T s T auw h: m NDT To ~ MJOi ~ FAT[I[D vATEM STORM DRAIN ~ a ALlpl ~ a 20' arlLC lDr TD 9eAu ~ tot 9oT,IaM a 24' aLV. ~ M..~
CC~S~~ , HEED VDiE t ERR iAliRlt INLET H
PROTECTiON ~ CUSTOM FILTER BASIN DETAIL r '
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SHEET 12 OF 12
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~ UTiL11Y lNSTALLATI()NS ANO QTHE.~ PUJ~ ~ a ~ . e ?a 1f
o : ~acfcr~ES, lNauou~c sl#n~.fcs AND HANDICAP f2~kMIPS T~ eE cah#s~UCTEt) s~ Au: st~EETs Y~' S EtS ~ ~ r S',.
' a - ~ AS "~RECIf'Ifp BY CITY GflflE. THESE FAC1t1T#ES ROL 1 r, ~~~5 ~ ~ P ~ & P ~t R 0 _ . , UTEALL LAIC OAK S 8.
. < HAVE i~EN APPROVEf) BY-THE LIT( OF RALEIGH AF.EI~F9 ~ ~ 4t:~~.
s. o . _ ~ - AND SNAti: ~ S4 iNSTALI,fD UNLESS A C4tAt~ DER SE 9. ~ .
Al oL' `B • EP.$ FA tS WUT#~t#RfZED. f~Y WRf7T~i APPRQVAL. Pt}f k A, ~U ~ .A 1, ~ ~ :i'..z~~` r
Pro ne~~~- It ` tf1 SAN#I/#RY SEWER EASff~~kTS ARE 1C! 8E REE'ARAED ; PRIQR ,t4 F~UiAi` ACCEPTS. ' ~ eta ~ t - ,.t ,x .SITE ~~`z'f7' "~i ''t*. , . .w .n~ . :r;
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1 ri ~ t a 1. LOT SHOWN HEREON fS PART OF WAKE CO.
i I ti II ~w ~ rl w i PARCEL IDENTIFICATION NUMBER t7i4.13.14.8308 . I, Harold A Yelk I1, RLS , L-2575 certify that thi9 map was drown from an actual field
f I ~ rf r I . f I~ ~ r m direction and 2. NO PORTION OF LOT SHOWN HEREON LIES surrey performed undo Y ~y
r 1 ~ 1 ~ 13 I I , WITHIN THE BOUNDARIES OF A F.E.MA. MAPPED supervision. the error of closure, os cokulatsd ~ FLOOD WIZARD AREA (PANEL N0. } by latitudes and departures a one port in
17f~ i ~ Ilf I N/F I ~ i 1714.13-14.4672 The M+scbsure is distnDuted by the CrondaM
i 1/ ~ E,~, L I I f 1 a~wr+c STRAUGMV BENNETT A. 3. ALL BEARINGS AND DISTANCES SHOWN ARE Method, and the area, ii shown, N cdcubted Dy electronic computer using OPD methods. This mop N GROUND MEASUREMENTS UNLESS OTHERWISE is prepare0 in accordance with G.S. 4J-30, as amended.
VI ~ I ~ ZONING R-10 I Ir ~
rl ~ ~ 1 ~ ~ _ I ~ rf N Witness my hand and seal this the day of
f ~l l ~ ~ ~ ~r ~ \ REFERENCES 19 BOOK OF MAPS 1947, PG 19
I \i 1riJ ~ ~ v 800K OF MAPS 1981, PG 575 ~ 1 PG.
11 ~ • \ i"~ ~ ~ .t ~ ~ BOOK OF MAPS 920, 132 ~ BOOK OF MAPS 1949, PG. 10 North Corolrno. County
3 \ ~ \ ~ ` I i f l f ~ v~~ ~ I, a Notary Public of the County and state aforesaid certify that , a Registered Land Surveyor,
• t ~ f I i ~ ~ ~ \ \ N li ~ f ~~~'v personably appeared Oetore me this day and acknowledged the
I k 3 f rhl ~ ~ ~~~a \ \ W r ~ ~ \ rl x execution of the foregoing instrument. Witness my bond and offical stamp or seal, tha day of 19
I ~ 4kj 1 fW ~ ~ E7QST AAA ~ ~ n~i
I ° '°(r f f I ~N~ ` A V I rl _ 1714.13~14.45~t ~ v ~ N P tic ~ otory ub ,
I fr I l -t_ kiARR1s oaROrH,~ ~ ~ raw I ~ My commission expires
I x I zoNl~ -,D~ r, Ir - r ~v ~ ~ ~ > ~ ~ AO
I ~ f I \ \ 1 ~ ~ N~ rl ~ Ir ~ ~ , \ pJ \ \ ` \ ~ \ WAKE COUNTY DEPARTMENT OF EDUCATION RI A Q,
rl fr ~ A ~ EMMA CONN EtEAIENTARY SCHOOL Z y~
f w I f l l \ A ~ A S Ft- G1 C~
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u 'SC r EX 39 B B \ ~ ` \ ~ , , ~ \ ~ I p Ir t l: cuRe ANO cuTTER v v~ ~ REBECCa C. WEATHERFORD
]I STREET N/F V ~ ~ ~ ~ 1 A ~ I ~ I I f 1714.13-14.4454 \ \ ~ 2Re ~ B.M. 1982, PACE 308 B.M. 1981, PAGE 575
r1 Qy' I ~ ~ ~ 1 ~ ~ ~ I MAN MARGIE M. \ ~ \ ~ ~ { ~ Ir I COIF ~ ~ ~ ~ ~ ~ \ ~ ~
rl, ZONING R-10 ~ \ I A fr I f B.M.1920, PAGE 232 \ \ ~ ~ ~ ~ \ ~ ` ~ `nr ~ -nr ~ ?
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- ~ , ~ , 2.92 ~ acres ~ • f f 1714.13-14.431 ~ ~ ~ ~ ~ - - - I~ 3 240 ~ i ~ ~ ~ ~ V ~ . ~ ~ ~ ~
I f LOChERY, WILLIAM ~ ~ ~ ~ ~ ~ . \ ~ ~ ~ ~ ~ ~ \ \
f f B.M.19:0. PAGE 232 ' ~ ~ ` _ ~ - r. - _ _ ~ ~ ~ \ ~ \
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1f l~ THIS PROPERTY DOES NOT UE YMTHIN
aid` 1 A F.E.M.A FLOOD HAZARD AREA. r~, +AL CONS1~ucnaN NDTES. +
. i , { ~ .l" 1. ALL CONSTRUCTION SHALL CONFORIi TO THE CURRENT dTY OF RALSTON STANDARD DETAILS AN0 S?EOI~CATtONS. ;
23i?5 ~r~i r ~,rl ,i, ~pp~~ }q 2. ALL OUT'TEIt ~+owN NITIIIIJ PUIUC Tac~lr OF wAY SHALL eE STANO~Al10 JO' ~ r ~ ,
Ir !1 ~ ~C~TRACT01! ALL MAWTAM AOEGUATE 51T~ DRNNAOf DIKING ALL PHASES OF CURS AIiO CI~TTER. O ~ t CONSTRUCTION. 1HE CONIRACIGR SHALL USE 91LT FpiCES GR ,I~THODS 1~ED BY THE ~ 3. A C{~LETE COORDINATE LISTING AU16 AUTO CAD RELEASE 14 ORANMIG FNt
• ~ Il 1 ~ ek r !r A A~ RE t M T VAI ~ ' 11ES AREA LAlLE UPpbl REOUESt fR011 THIS FAW. •.r
I J ~ Jl ~ ( a ~A~LL ARY 4. 1HE CONTRACTOR SHALL t OCATE ALL UMITKS PRIOR TO ?I(~1~111 OF V
PA A T TO ~ GRADING AC111411E5. CONTACT ULOCO AT 1-a0p-632-~4 FOR TEED ~ 1 AS, ER ON. LOCATION UNDER(ikq,RrD t1T1UTTES. NOTIFY ENGMlEER aF ANY D1lCREPANC~S 02
i NEW uir / ~ I ~ ) i . ~ qy 2.32.:,- ~ 5, ALT, ONS S1101M! ARE TD BACK OF CURB, UNLESS OTHERtMSE STATED ~ a CA1pt ON~AIi ~ ir000T PkMM~6i~Al~ ~AI~ S~~A idNS. OH PLANS. ~ I O
l~ ~ ' fl 3 3. GRADNG OONTRACTOR OD01~IiA1F 11Ti1 THC UT1lTY OdIPANIFS FOR ANY REDUIRED B. ALL PAVEMENT ON SI1E SH7M1 BE 2' I-2 AND 8" ABC STONE. ,
,l UTILITY ADJU5TIIpV'15 AMD fONB. 7. UNLESS: OTHERWISE NdT~ ALL 1'ROPOSEO 9P0T ELEVATIONS ARE TOP OF p 4. ALL ATER! !E F~ II00 OR ASPHALT OR FINISHED SURFACE .a; 0 .
J6" a '~ti 4trE__ns ~ __~v'M. A. ANY OTHER NON- MA 8. AR A T 0 . MAN-MADE FEES SEED ALL E S DISIUR~ BY CONSTTlUCiTON, Alrn NO RyDICA1TD TO BE ~
l s I;,r.~.G K_,~ i i ~ 1 - 5. MA ALS Ttl B DRAINAGE PAVED OR PLANTED, UPON COMPLETION OF GRADING ACITVITIES, USE REBEL 3 U S1RUC BA FESCUE IN ACCORDANCE wrnI ~EDWG SCHEDULE ON DETAIL SHEETS.
R ~f ~ 'y ' ;~.a ~ 2(T SH 8E 9, WATER MA1NS SHALL HAVE A MMAfUM 4' Cf COVER. ~ TEST AS 1G~ A 10. THE 1T)PO(EtAPHY SHORN wAS FIELD LOCATED BY 1WS FIRLI. o~ 0
1 ; ~ ~ , s ? ~ POND 3 'vO, P. Y PRO,[CT. 11, THE CONTRACTOR I$ RESPON51~ FOR N~LJRING POSIAVE DRAINAGE TO ALL STORM x ~ A Y STRUCTURES. p 1
G-~ -I, b , , _ _ TLET STRt1C SEE 1 ~ 1 ~ ~p~, DETA~ SF~ET
x - , ; ~ , ~ rr*_~; OR'fllE OA' fR Rgl1CIa f ~ ? 1 ' ' ~ ~i1 ~ ~ ' , ~ S+IMTARI' t~Q t~MT T M A1q(~ GUTTT91 ROw ELEYATION AT 12. ALL SANITARY SEWER SLOPES AND PEE LENGTHS ARE COMPUTED FROM CENTER 6TOP ~ A~1R8 GRADE #~TH NGT9l~Sl+D111ACt~! ~OF CIII~ ~ ~ ~ 4 1Al,ESS 0 ( ACE OF MANHOLE TO CENTER OF MANHOLE w ~ n I
i. ~C r s ~~+s ~ .ti~AY !09}. 1 ~ i ~ ? ? `X J iJ 7. ARE APNRCIMATE. IROf~08~.5POT ELr~YATTONS ARE lT) BE USED RI 13. CONSTRUCT ALL SANITARY SEWER MANHOLES RUSH TO FINAL PAVEMENT GRADE ~ t~• ~ C
,F "r ~ ? r i 'r, v tr, n. da ,t'_ f ' 1 t ,a N !L CON SH TAIN ALL IF ROCK OR AS SHOWN iN NON-PAVED AREAS. MlCLUOE COST IN BASE BID, ~ p' ~ ~ u ENCOUN SHAH ~ ~.EIMY~~E f~R COMPL'AI.L BLAS~NC 14. A H YMTH ~ ~ CONSTRUCT LL EIRE YDRANTS BASE FLANGE 9X INCHES A80VE FINAL
i~ , .....~i ?JJii J ~ .T ~ t:• : 3 . , ' GRADE NlCLUDE COST pd BASE 810.
~°r, ( • DRY POND ~~t 9. T IN 15. CONTRACTOR. SHALL CLEAR AND GRUB ENTIRE R/IN WITHIN 100' OF ALL INiERSEC110PIS. THE T ~A T 1S AS A EIS
1„ r P j ~ I rROVO~D DRY OEiE11t10N AREA r ~ ' ~ ~ ~ ` ~ ~ PIIOPOQEO STORA6f YOlu11E REMO ~pNS 110N SM iNSTAUPD 16. DEVELOPER IS RESPONSIBLE FOR THE INSPECTION OF THE CONSIRUC110N OF ALL CONS~TION SHAiI ~ND MAINTAINED T A TO THE PRIVATE STREETS. COPIES OF CETtT1f~D INSPECiTON REPORTS MUST BE SUBMITTED TO
t ~ ;s„ • A zt < k ,t- ~ IS 11110 Cf. A w ~ ~ ~ # ^ ~ ~ ~ D STORAGE 1aU1E CONSTRUCTION AREA. THE gTYS ENGINEERMC MISPECTIONS MANAGER AT P.O. BOX 590, RALEIGH, NC 27602
' _ . - 8 1/00,0 Gf. ~ ~ ~ ~ ~ OR (AXED TO [phone],
r~ fI9'. yr ''Y : tJ~ ~ : •J~.ti Li EV:!. 72~ ~vri~>~'_
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'SB+, ckCF 575 - - a
1 ' 1 ~e,mo } ~ , ~ ~ 252 ~ - } a a a _ c c
i~ ~ et.- ~ ' ~ POND i z ~ ' uTLET STRUC SEE UTILITY INSTALUTIONS AND OTHER PUBLIC ~ as o H
~y > ~ ! '~'t£z STRUC - SEE ~ ~ ~ ~ ! _ - DETAIL SHEET 12 FACILITIES, INCLUDING SIDEWALKS AND HANDICAP p° a ~
) ~ ~ ~ ~ I ~ _ ~tn x;69,.]0, RAfdPS ARE TO t# CONSTRUCTED ON ALL STREETS Z Y W _
~ ~ w AS SPECIFlED BY CfiY CODE. THESE FACILITIES a " a Iw- > ~ d{, HAVE BEEN APPROVED BY THE CITY OF RALEIGH ~ ~ H a ac
~ 49.0 ~ i \ AND SHALL BE SO INSTALLED UNLESS A CHANGE
r. K ! OE9Cl1 OT+~ERS f \ ~ I ' ~ I I ~ ~ \ IS AUTHORIZED BY WRITTEN APPROVAL. PUBLIC
a - _ _ _ i , ~ SANITARY SEWER EASEMENTS ARE TO BE RECORDED
- . _ _ Y ;z _ _ _ - - , _ 1 ~ 1. - ~ ' POND 1 PRIOR TO FINAL ACCEPTANCE. HIGH`,WATER MAR - 249.0 SIGNATURE:
. ~ I - STORAGE 144,400 CF ~e
- `I ~ -~"r I CHIEF ENGINEER ~ 1 ~
~ ~ ~ t ~ x+ ~f1 c ' ~ ~ POND 1 ' oF~TE HIGH ATER DIR. of PUBLIC UTILITIES
~ 11 ~ ~ ' / 4 ' \ ~ EASEMENT, DB, PG
~ , - t. ~ _ _ - t~-_ . j - TRAFFIC ENGINEER I ` , . ~
~ ..c v ~ 4 _ j _ ~ +v E I y ~ ~ ~ 51• " CONSERVATION ENGINEER
$ ~ ~ ,~r t A 584.3,,
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FROM 10 SU8 TOTAL SUB SUB TOTAL. If ELEV INV MV X f in in 1~ .
BY-PASS" SYSTEM c ~
4 241.50 241.38 0.50 4.41 6.50 35.21 15 0.0125 RCP " FES 1 SMH 2 20.50 20.50 0.35 46.34 46.34 2 E-~ A
SMN 2 SMH 0.00 20.50 0.00 0.00 46.34 21 249.00 241.28 241.18 0.50 9.63 31.13 30 0,009 HDWP z 0
S1~lH SMH 4 0.00 0.50 0.00 0.00 46.34 82 49.00 241.01 240.66 0.50 9,63 31.13 30 OA09 HDWP 0
14A SMH 4 0.16 0.76 0.50 2.74 2.74 64 249.00 243.02 240.66 3.69 7.65 1.22 7,41 15 0.009 HDWP D
H 1.47 1,47 0.50 5.31 5.31 72 249.20 44.20 243.84 0,54 5.96 7.22 13.81 15 0.009 HDN1P DI 48 SM NOTE wx
SEE SHEET 5 FOR SEDIMENTATION AND EROSION AND EROSION ~
43.23 0,35 0.00 54.39 62 250.49 244.56 240.25 0.54 9.73 33.05 3 0.009 HDWP Sl~H SMH 0.00 CONTROL MEASURES AND CONSTRUCTION SEQUE ,TION SEQUENCE t., t7~ ~ Q' rA 0. r•;~~9., W
FtiBS, ? R, 4w 4 t
CB SA CB 0.01 0.07 0.50 0.25 0.25 26 253.11 244.90 244.71 0.50 2.05 1.22 4,99 15 0.0125 RCP SHEET SHEET 7, 8 AND 9 FOR PLAN AND PROF V AND PROFILE o- ~ ~ ~ R N TR TIN Tt ~ '
58 SMH 0.46 0.46 0.80 266 2,91 90. 253.11 244.61 244.02 0.12 1.99 ?.22 11.64 15 O.Oi25 RCP FOR ROADWAY AND SANITARY SEWER CONSTRUC CB COS UC 0 g~ i ~ 0 j ; ~ ~ LY
NSTRUCTION DETAILS ~
0. 43.76 0.50 0.00 51.30 114 251.15 140.15 239.58 0.50 9.73 33.71 30 0.009 NDWP SEE SHEETS 10, 11 AND 12 FOR CONSTRUCTION SMH 5 SMH QD r ~ r,' ~ _
H 0.00 43,76 0.80 0.00 51.30 54 241.73 9;48 239.21 0.50 9.73 33.11 30 0.009 HDWP SMH SM e a A.
.00 43.76 0.50 0.00 51.30 145 244.30 2~.1i 238.39 0. 9.13-= 33.11 30 0.009 HOWP SMH 7 SMH 0 ' ~ ~ ~
H FES 0.00 43.76 0.80 0.00 57.30 100 245.00 233.75 233.25 0.50 9.13 33.71 30 0.009 NDV~ SM
I SYSTEM . OZ. ~tG
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r22 CB 10 C9 1 0.17 0.40 0.90 1.10 Z10 152 249.99 242-821241.17 1.09 3.83 54 15 0.0125 RCP C8 i1 CB 2 0.13 0.53 0.85 0,80 2.90 101 249.69 237.91 236.91 0,99 10.02 19.-0.96 15 4.0125 RCP
CB11 2 HW 3 0.21 0.74 0.90 1.36 4.26 62 24.75 .81 236.50 0.50 6.95 14.39 15 0.0125 RCP - f
NOTE: t ON awl 40
, - . , RCP Rainforced Concrete Pipe
Ha1NP - *rubr k~t4 Wed Pi tic Pipe (Cormg1ted E aaterror . , . t.. 3 OF 12 r . ;a .
• I 15'a. loin
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COMSTRIICfION SEOUOrCE ~ O
TOTAL DENUDED A 1. OBTA111 A ORADMq PEAAIIT TROY TF~ CITY Of RALppI NSPECTKINS DEPAR11tEtlT. ~ ~
:LAUDED AREA z. pl6TALL SST FENCE ~ PER THE AND TAEE PROTEC,IOM FENCE ~ . APPROVED fR A pA 1 ND~l7lOSON CONiROL PUN AND
= 2.96 ACRES 1, ;l ~6 ACRES LANDSCAPE PLAw (TREK PROT[cT~DN rw~xl. ~ ~ +v `
r 3. cALL LID-a4~ ~ aN srE r~ECwon Ir THE an a RALEIQi ER051OM c0lITTN1l ~ INSP[CTOR ip1 APPROVAL PRKIR TO AN7 lJlp OF111MN~10 ACTINTM:
it NOTE , 4. wHal SITE t,~AiURES Ali AI~ROWtB B[OM g111BIwG AS
4 !I THlS PROPERTY DOES NOT UE WITHIN a k~ ~ scr+~ou NE W tt4S'?~ TIE Stvlw ~MER YAK F11p1 ~ F AND a r AID tM'OFF Oi T1rt tt11TAU,AT1aF 9F 6Et1ER uMC W4~RT ALL ~
ai~! A F.E.?~.A FL04D HAZARD AREA. aliec ~ now THAKtUOFI sE~Tt ~ aTlpiDTUl~s FtESp, oy3A AND d/"11. aq~~pw~ ~/I+ti110N ai t4E y0" SroRY S1llFil INSTALL RIP RAP ds9PArolT AND I
' ~ ~ _ tf, Aw.4T ?it0'I~TION OEVK~S AS SHOMH HDENr. o cfKDA 4 p d
~TM,~~~~ tt;~ ~ SOIL & EROSION CON ~I ON CONTROL LEGEND x mtn S. 1~I DDi~Iaa aF nen t A00VE, aEAR DAY AREA aF NET POND ~/qq AND INSTALL ~
tr ~ t { .BEAM AFB I~MOIT BASIN . !EE DETAIL LOCALE tFE SPILL WAY AND '(9~IPORARY I x (min plgpT ~ pr PLAMS. ESTA1lIBH 01lOUFIO COMER MECETAIKIN ON DAN M M5 A '
. ti, J' TEINORARY SILT FENCE . s- ,L ~ SF STD. N0. 10.01, SHEET 12 ILT FENCE dN7tS10N DtTa+ .3 AREA uPAI ODYPlt1pN Of QRAONfi ADR sfLYDFr BASIN '°i I+ t ? ? A ~ ~ . SNEET 2 SiD. N0. 40.33 b. tTAtM p b COIIPIFIE CLEAR AIIO ORUI, GRADE, 71STALL FEIIARIOER `
' {r^ ''r TREE PROTECTION F191CE ~ ~N• OF $TOIMi~~141~, AMD bi4li! ll1E T5 F1:NCE WEIR. TH ' M YANITAiII ALL SiE tti~A11M~'! AS IlEOtARED ro ~ FMlO~PER~OpE1l~OSN. ADJUST
C7S ~ i ~ TF STD. N0. 50.02 SHEET 12 ,G_ ~ { ~ ~ ( VV ' Q, SHEET 12 Qld 0.5 x ~2AIN A x 7.22 1T.T ~ dTCHES AND CATCH IASIFt A'~R~PILIETIS A5 NEEDED N
A ~.1* w-- ~ ~ CDNST~llcnaM LMT9 c~, r~2,~ f~~~. CUS1T71A FlLTER BASIN ro t~NJAE THAT ~IM11T RtANJFr LR dRECTEp to CAtTy} BASINS, N 1M15 SEE OIL SNEET 12 wEAr LENGTH CALCS.
~ s~ a.- ~ - - !Ir /y~l 3 - i O~ CLHtB trO/CHM 7. EXCAYATE POFN~D~~ AND PLACE YAtERIAI ~IAAL`f N aD CREEK IOT10M TD fOR1i A tTEJM W 1FE FIIUIL OE91t11 EIJ;VAiION TO DIVERT CRiES WATER R1r0 StOFKI
xf -~~iiy ~ , ~ ~i ; cansTRUCnoN aT~uNCE BA51N jt L ~ 17.J/2.9(i~'0~ b.5 USE 10' YMI DR,~y~ E1iG1VADOFI OF1F~ DIM! ~ t~101R0 ~ M E111RANCE STANDARD CATCH BASIN/YAAU EXE~~C~U~'~p1 Y Alq K1~TIAA9.T UPON
~ 1[ 51D. NO. 10.02 y 02 INLET PROTECTION AMf711CAN O11EFN P-T'S 1gIIJAR1' ~OTd CGN ODIM~IE>70N OF ORADMiQ MI1H iROI 1M.AtB(ET OVER ST~p OVER THE SiD. N0. 40.13 ENT SSAPED AREA W AOpiiKL4lCE MATH 1NE SEEDKq SCHEDULE Ts111~rF1 t11fSE PUNS.
~3rE_~" ~ a ALL OTIW atADED St:OPCS AND AILLS ARE ro 8E PLANTED OR P~NOED WTH
' f ~ify , PROTECIIV<i CDIlA BUPAiCIEilr ro RE!51RAMI ERO!(tFl 1N1HN 1S woRKINC DAYS AFTER STANDARD PoPE COMPLETiOR a ANY PNASE aF GRADING. ALL AIIEAS uPDH MFNCN NO FURTHER LAND
i h ! ° C9NS~tlfC'33N Ltlk'S INLET PROTECTION d$tSIA1M0 ACiN4TY MtL BE uNOER TAKEN ARE ro BE PLAN1'CO DR PRDYiOFD WITH
~ ~ , ~ ~ POND 3 ~ ~ ~ ~ - ~fT STRUCT SEE STD. N0. 40.24 PROTE011Yt COVlR IMiHW 15 WORKAiO DAPS, THIS AICIAIDES THE AREAS N4B1TE I P T BULDAIOS AK 101E LLitrA'~ AND NOT ~T ON Rti1~M1 THE 15 w0AS9YG DAY>a USE E M ~ED>KD PREPARA11011 Atb SEiDMq SCKIFDIA.E fOR ROPE SrABIUUTKtN MEASURES
w; ~ ~ a~ a+' n.A~a ~ TAr: 41EFT STRUC RE STONE ~ Or<TNl STORY GRAIN N . Ixwxd j ~
' ` C' ''~i ;tar INLET PROTECTION 9, AS ~ MOt1R~[f RJSTALL PERYAIEHT EAKlr01i CCN110L K;AAIRES SUCH STD. N0. 40.11
t ,a . P ~ d~5'4PAt19lS CHANNFi t~ A10 alA1~[l BABY ~ ~ POND6, MO.OdtY ~ ~ PER NYDOT dSSIPATd! aiART CqM!![, f~l
- , ~ r~ ~r ~W. _ yid a r+ ,;iii 10. wN81 OOIipRUCTKIN iS CQIPLEIE AIO All AREAS AAE STAIARlp, CALL i0R ON-SITE } K \ ® RIP RAP dSSAPATOR PAD INSPEC'ilOq h 11E SED~ITA11011 00111110L I11.9PECTOII. Oq
' ~ rte; Tu ~ r A q \N
it, I R ~PRpV~p, ~YOVE 16rORARY pfVtlRSION OiTCIFES SA.T FENCE SiDIYEHT BA91lS~ Aln /g1ALL Rg1AN10 f1OINi PII~ FLARED END C RIP ORfICE. SE 110N3 AND ~
talpt =sOq~ ~ M01p RAP OISaPA111 PADS 11ETt SE{D. PAVE OR gP-RM RESUL11Nf dSTURBED AREAS. 4 ~ ~
s' tl0ac ~ ~ ~ M ~ ' ~ Q ~R` ~ " 12 RPyOMI ALL 9EDNATNT F1id1 ~T P00. PONp 1, AND POND 3. iNSTAtl MECETATION Q YAt1~ WI 11M1 M[ >bI 00 NOi lxopD t t IIOP[. 1/ON a aUEINO~ M lIK IdtlsOw NlEA A5 DESKktD.
NO 0 pl 101 1 tm T01lOx Ta A 4AiGMUY a r ovlx obi M a~cm ,w,~t n+wtt 59>< 13. NLIDI VEGETATION IS E5TAlUSHED CALL FOR FlNAL 9 ~ Acopowto~ ~ M oarnuc+~a touoKE TE AISPECTION.
+ it~ ~ ~ •sfllt AMt ~ ~ -NMA ~%'vt~ L.~~tG^+'A~°~ ~~~`•k,a;i NAIA ALL 0(L{M 10NO1 OF !1F s
I °I s
"`+1 T, 7 1 ~ ~ V 1 oft r.1a ~ INSTALL TEtlPORARY 5LT FENCE t 1
~ ' j ,w, wo,Aec°°'~ ~ ,~~a . aoNC Awl ar gFFx va~oa _ ^ N
>n NiSTALLAIIpI as !)1'PASS ~ ~ ~ ~ ' STdW SEVER 1MRU Rt~E%t,A iEBECCA C WEA'1;ER~;7Qp # 8.61 !482, PkCf 3L8 '
ti. ~ ? J ~ ' ~ ~ ; ~ I "6+ !981. PAGE `;7c
~ ~ ~
j, i :~~'y "~{r t".~L ~i ~ ! 251' 1 ~ ! r POND 1 A
t ~ ' OND 2 ~ I ~ i r-•- ~ coNSTRUc ~ r P 1 i'~;"~ ~ oun.Er sTRUCTU sr:E coNSrttucnoN ut~ITs DETAIL SFIEET 12
~ TLfT SIRUCTU SEE I _ ~ ~ ~ j 1 ~ ~ r ~ r
NE'r w ~ 3 n
!r' ~ - I Fl'•E 19.0 ~ ; ~ f I' 7,4'3-'~aT" ~ MAIL - _ i I h+~ 'fib UTILITY INSTALIATfONS AND OTHER PUBLIC
r ?1p } ~ ~ F I TI ~ AC U ES, INCi_UDING SIDEWALKS AND HANDICAP Q
- ~./I _ ~ ~ RAMPS ARE TO BE CON T T ~ S RUC ED ON All STREETS a..t A P
:;E iii v _ ~ F}E I.00 ~ S S ECIFIED BY CITY COpE, THESE FACIUTIES O , Ey HAVE BEEN APPROVED ~ ~ tmr of RiIIEIGFI ~
~ ~ ~ AHD ~ ~ SFW,L ~ SO MKTNtID t~$ A qi~E
- _ _ ~ . ~ H - _ atnr'+oazm er wrone~ F , ~ ; _
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a
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. - S3 x L ~ r C I . n ~ - ~ H EF ENGINEER t..,: ` . se Q
_ ~ ~ P DIR. OF PUBLIC UTILITIES
/ - . r ~k ~ f ~ ~ ~ ~
~ ti TRAFFI i ~ ~ C ENGINEER
» ~ ~ ~ ~ 851DY'St• ~ . 4
Y_.~ + M1 j ~ ~ ~ CONSERVATION ENGINEER
L1SH' tr~~ ,ilU i ~+"q i 1 ~ ~ - 84'j6' _ ~ T- \
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T~ T IIII IIIII Illill - - - - - - - - ED ~ _ I _ _ .
ST _ _ ET SA - •
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CONSTRUCTION v ~ I ' ' . . . . ENTRANCE 7 • Lx c:9 ~ 4<~ Rjw 4a' RAW , - . -
•x
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~l,~ ~ f i ~ n>e cry d BY qYY (ODE, ; p. Y >f to the a+d exbneiee of fie ciy'e eewr item as s~ on . ~ t °~RQA+ED: d1' TTY CtiY - ~ ~
- ~ *t ~ ~ ana lAe materiel and calRtrud(on methods red fa flit project canfam to the Cdr a Pub1c ,a~,~. " ~ . " , ea4book s standards and ~ ;AE ~ . N~IALGEO t K
ii _ s ~tl4orde ~ 1 - ~ ' 8X; WRtttEtr APPR~I. ~ ~ .
r ~ ! i ~ R ARE 10 ~ Penntt ~ PiRQR TO FAUI. ACCEP14tN~f. ~
J~ ( ~'4 ~ t~1.4672 U ~ S[GNARIRE:
- T ~ ~ ~ Y~ttt,~ R- a o Can~uction Agplwd 11 ,c ! on Aggwd _ . -
_ ~ i ~ ~ . a
1J ~ ae T stAVC SEE ~ CHiE~ ~
1 j ~ n.+i i OETA1l SI#E1 !1 f ~ +p~ra?~wiM Fc DIR. Of PUBUC UTb.1Tt r . .
ra ~ ti , ,
~ ~ ~ a ~ ~ TRAffIC EIiGH~IEER .
~ ~ ~ ~ ~r 1 ~ - ,
~ ~ C0~SERVATI0~1 >~K,INfER ' • ;a
~ d~Y _ ~ ' ~ ,~'s~.~:~ DRY PAID ' ~Q ryy a~, , - " `Ott~ws - (~`J7~4} ` J'' . ~ 4 ~ t ~}~/p~p~~ ISM y~~~r~~~ ~y? j { ~ 1. • 1 `-.r:t 2,f4 _ Y ' "~~\/lfY Yom, K~il~•Lw t~4V•
~ t ~ ~ ~ ~ Y PROP06tEU S10RACf U0.IAE x ~l r _ _i ~ _ t ~7?4. t~14.4~ ~ K 2215.0 C.F. j t , ~ t ~ ~ €N~
~r ~i+r ~ Mk+i~t_S• STORAC[ VOItJYE
~r ~ ~ ' ~ ~ ~ _ f, ~ N F r%
. ~ J ~ r WAKE C'JUNTY ~JEPARTAIENT OF Ept1CA110N 1 r ~ ~ _ _
~ . EbIb1A CONK EI.%AIEfr;ARY SCNO4L k r: - ~n r
f ~ _ t ~ ~
r ' I ~ r f ~ 1 ~ » ~ ~ . . ~ 1 N ~
~ w ~ 1 REBECCA C. THERFORD
~ !l p w/F ~ ~ t 71 a.t 3-? 4.4454 i. . 8•fJ. t9Ba. PAGE 308 B.M. '9a}t, PAGE 875
l~ ~ r ; ~ ~ r
I ZC~t?NG R-7U ~ ~ X50 ~ ~ ~ ~ . ~ ~ ~ ~ ~ fi . 1~ 8.t~ 152Q, PAOf 232 ~ ~ 1
1 f +I yr ~ !l a PONl1 2 ~,N~' ' e ~ OUTLET STRUG SEE
~ ~ I t' tt~'r s'~uc ~ ~ 1 t ~ , ~ ~ . it ~ ~ ~ , ~ DETAIL SHEET 12 y
j ~ ~ bE Aft. St~T ~ . ~ ~ : n 1! _ ~T ';T ' \ A ~ MH ~ } M' '
~ . / alt ~ { A 04 ;r
~ ~ 1714.13-ta.43t3 will ~~7} ir,~ ~h,- ' ' , k ~ k V IR ~1?~ ~ FVI t ~ r COCKER ~ \ ~ ~
~IGtIA~f 1~ ' ,4 ~ ~ ~ ~
. B.M.t920 ~AGF ' ~ - _ X32 'Y- ~E .oo .Y ~ j r ~ ' . 7.~ v,,~ t ~ ~ . ~ POLO 1 ~ ~
2.' f ~ ~ e _ ~ IGt~WATER MA~t - 79.0 ~ 84 STOR t44, C~ ,
t - C A l.Hr, F~f'G~ 2" i~7' t - M ~ ,1 ~'+•r F,.,r'i<h',f W'H ~fci .i5 rdt;J r"-'t . ~ IF- ~ ~ .7 day. LN~ - ~
. - 'fir z ~A . - . - _ , . ~
r a ~ ti fES~. 1 ~ PUND 1
00. ~ h/f ~ - Oo~ , OFFSITr: NtCH TER . .
EASEMENT OB, °G . . .
AAi BEF1 F. & GRA2tE;.~,A P, r- ~ ~ ~ ZONf(~C R- i 3 -r \ S v
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• r? r. I ` a ~ ~ ~ e ` t, ACL CONS 1~I GI)~11it Q1Y ~ • y _ ~ _ y- ar- ~'~,u. '~~Y~y. t ~ ~y. s: 'i
A'- _ i ' r S1At~ARO s = ~ ~ r . s ' 2 ALL. :M Atlil~C ~611T a MtAY SFtKI t
i - R ~I , ~ CURB A!B!' : ' b
~ ~ . ~ ~ ~ i . , i f 3. A ~A~ AUTO CAD R~EASE u~ F T'~ • _ . AREA A6S FlRtd. <<-
. ~ ~ ~ ~ . i~ e ..r ~ 11t[ ~ltllJTtES PRIOR Tp ~fT OF
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i` ~ CITY Ar RALfICH wo 1101[ r Iswl 7110 rs Is1d1111 ~„I,1 ua,~i
1 CFNTRAL EAKtJEflLNG DEPARTARAIT .l DND9Dr10 IDPNl1DIT PLAN VIE~I Ar O LAN VIEW SIDE VIEW r ~o
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. " 11 NOTE f~ THIS PROPERTY DOES NOT LiE 1MTHIN
' 3,ii~' ~ A F.E.M,A FLOOD HAZARD AREA. Il, ORAL CONSTRUCTION NOTES: ~ a
l 111 E 1 TI SHALL CONFORM TO THE CURRENT CITY Of RALEIGH . All CONSTRUC ON ~ ~ ~
~s; Ex M" STANOAf~ DETAILS AND SPECIFICAl10NS, ~ ~
i ~;u ~,7z.~ ; ~1 I r ~ a ~~~~ppNN~~gg 2 ALL GUTT13! SHOWN INTHIN PUBLIC RIGHT Of WAY SHALL BE STANDARD 30" ~ ~ t CONIRAC101 MAWTAw Ap~p~Ati< SITE ORAMMOE ALL PHASES OF CURB AND GUTTER.
~.~11 a '1111 s CONTRACTOR SltAll t1~ SiIT FENCES 4R 0?IMER S APPROVED BY THE ATE USTfNG AND AUTO CAD RELEASE 14 DRAWING FILE ~ TIDN. TT$ x A cDMPLETE CDORDta cd ~ S A T T AND Nlb µCENT ARE AVAILABLE UPON REQUEST FROM THIS FIRM, .r
~x I l1 f I 4. 1H COM CT SHALL LOCATE ALL UTILITIES PRIOR TO COMMENCEMENT OF p VA ~ ARY E ~ ~ t- -4949 fOR FIEU) ~ I
/ 11 c,~ I a S OF GRADING AC1191T1ES. CONTACT ULOCO AT 800-632 Q A AS, AND DF TO OF ANY DISCREPANCIES h LOCATION 0~ UNDERGROUND U11U11ES. NOT1fY ENGINEER OZ ~ ,
7A ~o~x II a ~W„~, 'I ti~ 1 ~ ~ 5. ALL DIMEtJSI0N5 SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ~ N 2. THE (;TRACTOR SH TE. ,AND ~qS 1
'tee.^~' 1 ~ C01~ITION All Rli H1 AI~(~OROMIC6 >M11i~ ~T FV?N~6 ~~U~iOA ANO SPEI~CAONS. ON PLANS. ei ~ 0~
a!1 , ,r . _ 3. 3 3. GRADING CONIAACI'OR SNAG, 0001~1lAlE MiFI IiE UlilITY OOMPANIES FOR ANY REO~RED 8. ALL PAVEMENT ~ 511E SHALL BE 2" i-2 AND 8" ABC STONE. ~ ~ p UTILITY Ap,AlS111ENTS AND OR 181lCAAp~, 7. UNLESS O1kfRWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF G3p
1! ~ ~ ~ , u r ~ ilf I „F ~ / BE FREE R00TT$~,,^ROCK$, gp~LDERS OR ASPHALT OR FINISHED SURFACE. Y 0 4. ALL MATT~~gqALS U F Y MATERIALS ALSO INCI.UO~ T IN i A T E ~ ANY OTH~q hON- UN 8. SEED ALL AREAS DISTURBED' BY CONSIRUC110N, ANO NO D C TED 0 B ~ e~ ~
~1 ~ ,?'4 ~3~'4.4672 M t I f ~ a,` ov~~NC ~ ~A-~~;!•, 3EhNET' A.. MAN-MADE FILLS AND WAY Ti L 3 ~ U I~ MA ALS USED lb CON Y BACK AROUND DRAINAGE PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVI ES USE REBE ~ ~
! ~ I v 1 g ~UCTU OR IN U11U1Y ANY ~ ON OR BACK fill FESCUE IN ACCORDANCE WITH SEEDING SCHEDULE ON DETAIL SHEETS. ~ SH BE ACTED R3 AS OARD p~p~7p~ 9. WATER MAlAS SHALL HAVE A MINIMUM 4' OF COVER.
~ l ~ I M ~ ~ ~ r.~~ ~ TESL ',15 OUT IH TO Y OPERATIONS Fl LOCATED BY THIS FIRM. ~ 0 OR T W11H A 10. THE TOPOGRAPHY SHOWN WAS ELD ~ ~
< ~ I ~ Q. POND 3 ~ CI ~ ~,i ~a ~ ~ ss _ . ouTIET sTRUCTU SEE ~ 7~1~~AATION T} ATE A faA U ON PROJECT. 11. THE CONTRACTOR IS RESPONSfBLE FOR INSURING POSITIVE DRAINAGE TO ALL STORM ~ B z I SN/~(~ C A MA Y pp~~ STRUCTURES. ~ ~i n '
c ~ f1 ~ ~ t~ ' u+~ 1 DETAIL SHEET g ~f ~ "Y ,v ~~.~1 OffSITE qTY Of RALD9H i CATION~M iY A Al ~G LABORATORY. RI ~ ~ 11. ALL SANITARY SEWER SLOPES AND PIPE LENGTHS ARE COMPUTED FROM CENTER 01 ~ , 6. ALL SPOT GRADE EI~VATIONS IN CURB ANO CUTlT7t REPRESENT GUTTER FLOW LINE 0.EVATION AT ~ ~ ~ I
T t ~ 7~1 9 \ P ~SMttTARY 9E'I[A EASEMENT ' ` . ~ ~ ~ 7 TOP OF CURB UNLESS OTHERIMSE NOTED (SUBTRACT b' FOR FACE OF CUB}. OF MANHOLE TO CENTER OF MANHOLE. ~ ~ N ~ 7. PR AAE APPROIOMAIf. PROPOSED SPOT EUYATK7NS ARE TO BE USED IN i3. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE ~
~ ~ ~ ~ a e~aa. ra f l Q w b ~ `~`G a CASE OF DI AN p" ~ ~ v
~1 i. ~ ~ r A 8. CON TOR 5N TAAI ALL p~pTS FOR BLASTING ROCK iF BLAST ROCK IS OR AS SHOWN IN NON-PAVED AREAS. INCLUDE COST IN BASE BID. ENOOUN SHALL BE SOl0.~ E~1St8lE FOR COMPLYRi6 WITH ALL BUS1iNG 14. CONSTRUCT ALL FlRE HYDRANTS WITH BASE FUNGE SIX INCHES ABOVE FINAL
GRADE. NICLUDE COST IN BASE BID. TANEa ~ ~ ~N ~ T . TRA TOR SHALL CLEAR ANO GRUB ENTIRE R W WITHIN 100' OF ALL INIERSEC110N5,
~ x fWl~~ f Ex!St 1 ~ i'ip+B2, N ~ a~ t r, DRY POND yy3 if 1~ ~ _ _ I 17lIELl~N&.,~^ J ~ ~ FfW M~ ~3,; N r 1I Ly x m " _ a,F ~ v PROPOSED DRY DE7ElIAON AREA c UNTIL WITH T IN 5 CON C / T A S AS A AND7~ ~l.T F~E 15 ~ FOR THE WSPECTtON OF THE CONSTRUCTION OF All THE 'CONS INST 9 7 16. DEVELOPER IS RESPONSIBLE
I ) ~ li ~ sTORAGE vain c f ~ _ ~ 1 1714 13~ ! 4.451, ~ IS 2273.0 C.i, C RCON ON ALL AILED AND MAINTAINED T dRECT A ~ TO THE PRIVATE STREETS. COPIES OF CERT1fIED INSPECTION REPORTS MUST BE SUBMITTED TO
{j ~ 1>' ~ _f KiAkR'S, DQF~G?N`f' R. ~ REOlNREO STORAGE vaUllE ~ f ~ ~ d~ ~ CONSTRUC110N AREA. THE dTYS ENgNEER1NG INSPECTIONS MANAGER AT P.O. BOX 590, RALEIGH, NC 27602 OR fAlO:D TO (919) 83T-8339.
~ I ~ r 7_!JNiN~ R--,1{a IS 1!00.0 C.F. , ~ ~ ' , _
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~I I S '~CL~ ~ P+lr: ~ ~ N. P::vC 3V~3 i ~ri •"5.+ ~ ~ i7t G. ~.~-~1r'~.44~a 0 _ :+8 ~~:,GE 3u5 _ ~ ~ ~ :,q~ - .,5 , 4 - . ~
,,r f ~ ~M~ti, MAPGi't M- Pglp I I A v _ 46.50 ! ' - ~ Q fl Uj
~ 52 1, ~ ; . ~ ~ I ~ 2 y, * ~ POND 1 UT1~TY INSIALLATIGNS ANG GTHER PUBLIC ~ ~ ~
~r ' ~ POND 2 ~ A _ ~ ~ i , ~ ~ ~ --___i ~ A ' TLET STRUCTU SEE a I SI SAND NAl~iD!CAP ° OETAIt BEET 11 FAC LmES, INCLUDING DEWALK z ~ ^
~ + OUTLET STRUCTU SEE ' ~1 >v. ~ ~ ~ RAMPS ARE TO BE C~JNSTR'JCTEG Oh A;.~ ST?EE"S J
f DETAIL SHEET ~ ~ 1 ~ I 1 ° ~ ~ ~z t AS SPECIFlED BY CITY CQDE. THESE FACi~~IES ~ ~ ~ ~.i
t ~e o FFE {49.0 ! _ , ~ NAVE BEEN APPROVED 9Y T~iE C~.. OF RALEIGH ~ u ~ ~ ~
j t . a . WALL ORE Al ~ 2 ' `'1",~.-j ~ I , _ ~ CY~R DESfGN 8Y OTNERS ~ ~ i ~ ~ - ~ I. ~ ~ ~ Y dr.. ,.i;A ~ ~ AND $HA11~ BE SC IN.,~ALLLC UNI~J~ A ~.,N,A;a~E iS AUTHORIZED BY WR~TEy AP~_~r_;A_ GI~D.C
a ~ 1 ~ ~ . R ~ Ap- ; RFf ~ G Jr J ~ SANtTARY SErYE E1SE E ~ _ _ _ _ ,
_L;:' ~ '51.00 ~ ~ ~ / ~ - ~ _ ASE 7,0. ~ i ~ - ~ b a 46 2 21 POND 1 ~RIQR TQ FINA1 ACCEPTANtiE.
.c K~t,WATER M - 249.c~ SIGNATURE. STORAGE 144,400 CF
. . J . _ r. r «P. ; ; _ i ~ ~a
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PIPE SECTION ~ A A C Q cfs Q efs PIPE L RIM US DS SLOPE V I D r d D use n TYPE ,I i
FROM TO SUB TOTAL SUB SUB TOTAL If ELEV INV iNV Y s in ~ i !i
BY-PASS" SYSTEM ~1 t
FES 1 SMH 2 20.50 20.50 0.35 46.34 46.34 24 241.50 241.38 0.50 4.41 6.50 35.21 15 0.4125 RCP A i
SMH M 0.00 0.50 0.00 0.00 46.34 21 249.00 241.28 241.18 0.50 9.63 31.13 30 0.009 HDWP 2 SH 2 METMOp 2 f(,M ~AN11f1ANG TN E1(POR1 FRpJ RESIDENT1Alf}N#3U'STPiAI/~RCMAL O
SMH 3 SMH 0.(?0 20.50 0.00 0.00 46.34 82 249.00 241.01 240.66 .50 9.63 31.13 30 0.009 HDWP OfvEl.OP18J115r N?IE!! FOOTPRrtITS OF ALL IMPERV"OUS St~6iFACES ARIE SAOM'1 O
DI 4A SMH 4 O.1fi 0.76 0.50 2.74 2.74 64 249.00 243.02 240.66 3.69 1. 7.22 1.41 15 0.009 HDWP 4 ~ a
tYPE OF LAl~ COYER SITE TN E%F(kiT TN EXPORT iN EXPORT A Cf)EFF. BY LANG lnE FRCAi SITE hr"I ~ !
' 4 4. 4.4 7 13.81 15 0. HDWP DI 4B SMH 4 1.47 1.41 0.50 5.3i 5.31 12 2 9.20 24 20 2 3 8 050 598 2 009 NOTE ~ W ~ (oua~ (tDs/ac/~) (~s/r) (~+:lam/~)
SEE SHEET 5 FOR SEDIiMEN ~ A?ION AND EROSION ~ h D EROSION r«muarh~ ~ a2~ a.s D.nz - ~ ~
SMH SMH 0.00 43.23 0.35 0.00 54.39 62 250.49 240.56 240.25 0. x,73 33.05 30 0.009 HDWP CONTROL MEASURES AND CONSTRUCTION SEQUEN( ON SEQUENCE ~ f . .~...,,t , ~ ~
'r~M~? odd "!M~ T. I.z z.IOO ~ Y
7 4.9 15 . 1 5 CB A CB 5B 0.07 0.01 050 0.25 0.25 16 253.11 244:90 244.71 050 2(~ .22 9 04 Z RCP SHEET SHEET 7, 8 AND 9 FOR PLAN AND PROFILI , a A PR FI - ~ ND 0 LE
M 66 2.91 90 253.11 244,67 244.02 0. .99 .22 11.64 15 OA125 RCP TR T? CB 5B S H 0.46 0.46 0.80 2. FOR ROADWAY AND SANITARY SEWER CONS UC 7~ ~OAAfO~ 111tAtK'Rb #~A r `w CONSTRUC I ION ~a, ~ D,aee z,•2 TaQYB '3 oK e ~
+ ~ JT r s / `i " ~c ~~~d
114 251.15 40.15 23 .58 9J3 33.11 30 0.~9 HDWP SEE SHEETS 10, 11 AND 12 FOR CONSTRUCTION C S~+1H S1~H 0.00 43.76 0.50 0.40 51.30 2 9 O ~TRUCTION DETAILS 2,gZ4 s ~ told ~ Q
.0 43 7 0. 57.30 54 247.73 239.48 239.21 .50 9.13' 33.71 30 0.009 NDWP SMH S14H 0 0 0.80 00 ~i 4 ~ 4 ~
7 0. HDWP SMH 7 S1r<tt 0.00 43.76 0.50 0.00 57.30 145 244.30 239.11 238.39 0.50 9. 3 33.11 30 009 A.Mey1 >ti1r SRt (11/0 T.2T O ; ~
H 4 .1 0. 7.30 100 245.00 233.75 233.25 0.50 9, 33.71 30 Q.009 HDWP SM PES O.OQ 3 6 0.80 00 5 A ~ r 5:2;9 lj M~4 wry SM
SYSTEM ~ .
ZG ~ .
DI 10A 11 0 0.23 0.23 0.60 1.00 1,00 31 249,50 246.501244.90:. 5,17 7, 122 5.36 15 0.0125 RCP 6 Y H
CB10 C8 1 0.11 0,40 0.90 1.10 2.10 152 249.99 242-12 241.17 1.09 3; 1.22 9.54 15 0.0125 RCP a
1 2 0.13 0.53 0.85 0.80 2.90 101 249.69 237.1 236.91 0.99 10; 7.22 1096 1 00125 RCP V a
~2 3 0.21 .0.74 0.9 1.36 4.26 62 243.75 236.81 236. 0.50. 6. 7.22 14.3'x. 15 0.0125 RCP HW 0
T ~ 40 It )
NOTE: F•
RCP 'Reinforced CoPaa e Pipe . .
HDYVF' - lion~r Dole Waited Plastic Pipe (Corrugated Exterior & Smooth In SHEET 3 OF 12
ow-
.•'?da`¢:. w1s. .-"bin aat .rx..yY. t . s-.._.

_ s
I , 11 I ~ 1 S EX MH J I
~ ~ ~ 1 J RI~I 231.25 ~ I I LEGEND
I1 1 ~ STORM DRAINAGE DESIGN TABLE
~ J S J I sroRY FREat~r 10 GENERAL CON 11 I •5 1.7. ~ ~ I ~ IRON PIPE PROP. CORNER I,P.F, GENERAL CONSTRUCTION NOTES: ( ) IRON PIPE FOUND d'
I ~ AREA 0 (CfS) PPE DATA YAINNCS n• PVC 0.009, RCP 0.0125 U.S R1/ I FRaY ro sue roru 1. ALL CONSTI I I c sue roru gzE LENOTN x aoPE u.s N4v o.S wv YELOgTY ELEV. REMARKS a 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH yy EX. & PROP. WATER LINE i.P.s. IRON PIPE SET
I ~ SW3 20,4 a e2.0 STANDARD DE I 1 I ' 348 82.0 15 6 1.87 241.80 241.10 7.1 ALL 14. ORIFlCF 2. ALL C R 11 ~ ~ J PROPOSED OFF SITE SANITARY SEWER MAIN ' SMM3 SIiM 820 JB 180 a85 U B STANDARD DETAILS AND SPECIFICATIONS. ~ C 2. ALL CURB AND GUTTER SHOWN ON SITE IS STANDARD 24' CURB AND -SS E.X. & PROP. SANITARY SEWER LINE CC.s. CUT CROSS SET ~ o
239.95 238,42 10.4 250.10 / . I 1 1 " BY THE qTY of THE RALEIGH GUTTER. ALL GUTTER. ALL GUTTER SHOWN WITHIN RIGHT OF WAY SHALL BE STANDARD 30" ~
JI ~ I BE IN ALIGNM NT A CONSTRUCTION TO ~qN JUNE, 1998 sMNe a32 a3o ae9 ae9 12 30 &0 24a3o 245.90 78 248.3 CURB AND GU A 0+00 1 I % E PER THE CITY OF RALEIGH COUNpL ACTION ~ CURB AND GUTTER. SEE DETAIL ON SHEET 3 OF 3. EX. UNDERGROUND UTILITIES SURFACE R ~ ~
w MH pt I ~ ale 1 1 3. A COMPLET 4 ~ ~ I I ~ DEVELOPER WISHES TO INSTALL EARLI~R 1 n 12 22 o.s 75 2so.54 255.0 02s 232. + J I ~ ~ 1 ARE AVAILABL 3. A COMPLETE COORDINATE LISTING AND AUTOCAD RELEASE 12 DRAWING FILE ~ D AINAGE FLOW m p V (ELECTRIC & TELEPHONE) U pp ARE AVAILABLE UPON REQUEST FROM THIS FIRM. 'd A I
226.4+- / I I ~ ~ _ ~•0 4. THE CONTR 4. THE CONTRACTOR SHALL LOCATE ALL UTlUT1ES PRIOR T E. ~ PROP. CATCH BASIN 0 ~p 0 COMMENCEMENT OF EX. WATER VALVE CB~110 r`
\ I1 I - , _ GRADING ACTT' I / I 1 I ~ I ~ ~ J8 ,J8 a98 23Q42 231.tD 248.3 LOCATION OF GRADING ACTIVITIES. CONTACT ULOCO AT 1-800-632-4949 FOR FIELD W ~ ~jQ LOCATION OF UNDERGROUND UT'ILIT'IES. ~ ~ PROP. FLARED END SECTION ~ 1
~ ~ ~ ~ I SMN9 SM110 84,33 JO 213 a98 237.1° 235.01 11.0 243,7 c I I I i I ~1 ~1 5. ALL DIMEN. V e EX. FIRE HYDRANT ~ ~ p 5. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ~ ~ ~
/ q~ ~ i 1 84.33 42 42 0.5 235.01 234.8 Q7 2426 ON PLANS. I l II ~ 1 I 1 ON PLANS. ~ PROP. SPOT EL. FINISH GRADE ~ p ~ ( ) 00
/ ~ EXIST I 6. ALL PAVEM. I a1o ~ 1.24 I I UI I 1DWELLING 1 1J 12 45 3.5 243.70 242.13 8 241.5 7. UNLESS OTl 6. ALL PAVEMENT ON SITE SHALL BE 2" I-2 AND 8" A8C STONE. OS EX. SANITARY SEWER MANHOLE ~ o p 7. UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF SE CLEANOUT y ? ~a, C.O. PROP. SANITARY W ~ ~
I ~ I N F ~ C~5 15 121 2.0 42,13 39.59 248.e ASPHALT OR f I 11 If I • ; ~ l ASPHALT OR FINISHED SURFACE. m EX. ELEC. CONTROL CABNET ~U
1 11714.13-14,4672 ms's a27 1 11 243.7 8. SEED ALL I I 11 I ~ ~ 1 PAVED OR PLI 8. SEED ALL AREAS DISTURBED BY CONSTRUCTION, AND NOT INDICATED TO BE ~ A PROP. WATER METER W ~ PAVED OR PLANTED, UPON COMPLETION OF GRADING ACTIVITIES. ALL DETENTION ® EX. TELEPHONE PEDiSTAL q p
- ST~AUGHN BENNETT A, D112 13 ale 1 11 ~T` 11 ~ ~ 2 4 5.0 4 1 245.e PONDS SHALL PONDS SHALL BE STABILIZED WITHIN 14 DAYS OF CONSTRUC110N. ~ o o A PROP, WATER VALVE q ~ Z p
Ill ZONING R-10 ~"1 ~SI4 z2s 12 15 os 23a1e 235.1 3.e 239.8 9. SEE ARCHII 1 I ~ ~ I ~ ~ 11 >C ~ \ 10. SEE PLUME 9. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND FEATURES. ~ EX. LIGHT POLE c q 1 10. SEE PLUMBING PLANS FOR LOCATION OF VAULTS, BACKFLOW PROTECTION ON ~i'~ ~ ~ ~
I ~ I y 1 II ~Lu ~Z I ~ v ~ v ~4 ' v FIRELINES AND FIRELINES AND PIPE SPECIFICATIONS OF FIRELINES. .~P PROP, FIRE HYDRANT ~ •
I ~1 ~ YI v ~ ~ ~ 11. SEWER LAl w l,(I~ v ~ ~ ` a• v A 11. SEWER LATERALS TO BE PLACED AT A MINI EX. CATCH BASIN w ~ MUM SLOPE OF 1X ON 4" LINES ~ ~ p ~ o p
ND 0.5X ON l ~ r~ 3Q1 \ ~ , v I~ I ~ ~ ~ STA 1+77 AT BEND POIN AND 0.5X ON 6' LINES. CLEANOUTS SHALL BE PLACED AT 50' INTERVALS AND -~.p PROP. WATER VALVE do ti i`~~ EX. 10' CONTOUR INTERVAL BLOW OFF ASSEMBLY da o~ap AT BEND POINTS. ALL CLEANOUTS IN PAVED AREAS SHALL BE APPROVED LOAD
I 11 2 ~ W I ~ ~ ~ ~ ~ \ NEW MH 2 BEARING TYPE. W ~ I N Q ~ ~ to , BEARING TYPE.
1 11 ~ ~ I , _ I ~ Po11 237.0+- ALL N I 12. THE SLOPE Q II , , ~v ~ + nw Y28~_ 0 STE UTILITUES SHALL BE 12. THE SLOPE OF HANDICAP PARKING SPACES SHALL NOT EXCEED 1\4' PER _ EX. 2' CONTOUR INTERVAL, FOOT.
I 3 ~ I - ~ ~ STA 2+54 INSTALLED Y FOOT. 11 ~ I ~ i ~ ` NEw MH 3 B DEVELOPER, M 13. WATER MAI 13. WATER MAINS SHALL HAVE A MINIMUM 4' OF COVER. EX. WOODS LINE
I W 11 ~ 1 ~ ~ RIM 238.0+- 11 k I k ~ vA ~ 14. THE TOP01 W 1 lw ~ EXIST I ~ ~ \ ~ INV 229.1+- 14. THE TOPOGRAPHY SHOWN WAS FIELD LOCATED BY THIS FIRM.
1 II ~ ~ \ 15. ALL GRA', ~ 1 - T~VECLING - v v ~ N /F ~ II - ~ J \ 1 16. PLANT M( I 11 ~ I ~ N/F \ / ~ \ I WAKE COUNTY DEPARTMENT OF EDUCATION 15. ALL GRASS AREAS WILL BE SEEDED WITH REBEL 3 FESCUE. EX. GUARD RAIL. 16. PLANT MONKEY GRASS IN ALL TEMPORARY POOL SURFACES OF EACH
• II J I A v v~~ A PROPOSED Dmr oETEt+na1 AREA DETENTION P01 I1 I _ 1 _ 1714.13. 4.4564\ ~ ~ I PROPOSEp STORAGE vauME EMMA CONN ELEMENTARY SCHOOL 17. IF WET DI DETENTION POND.
_ oC III ~ - \ ~ IS 1870.00 C.F. ~I I ~ ~ ki RRIS, D THh ~ rr>rq~o aRAGE VOLUME ALL SEDIMENT 17. IF WET DETENTION POND TO BE USED AS A SEDIMENTATION BASIN, ALL SEDIMENT SHALL BE CLEANED OUT PRIOR TO USE AS A WET DETENTION POND.
11 Q R. ~ ~ ~ I ~ Is 1o4s.o ? I, I 1 ZONIR~_10 v ~ ~
v • - v 1 _ ~ ~ v 1 ~ D a• SS ~ ~
I WIT?MN 2~~0 QTY OF RALEIGH A V ~ ~ ~ I SEVERE T V ~ ~
I ~ \ \ I \ ~
to I ~ GRASS LIN SWALE~ ` ~ \ S ' I ~ ~ V V ~ d 3 ~ ~6b~ ' NOTE a ~ n
I ~ ~ v v ~ ~ 753"~~ I ~ \ s O ~ THIS PROPER`! DOES NOT LIE WITHIN ~ " °
1 I EX 39' B-B ~ ~ ~ A ~ 44 O I CURB AND GUTTER ~ ~ fCx ~ ~ 4.90' A F, I / E.M.A FLOOD HAZARD AREA. } m b N mo
1 STREET \ ~ t ~ IRIS ASS Y 4l O~p l
' N /F ~ SSE D T,~11L O~~ \ J ~~M ~ w a~ 5 1 1 1
I 1 1714.13-14.4454 RIPR ~ \ ? ~ SrORq~R 4Z.8 • ~ l ~ as cf ` yy v 0 U (U!I ~ W ~M~ tY
I COLEMAN, MARGIE M. ~ • WEI~DETENTI(Nh~ 8 2 , I I ZONING R-10 ~ ~ ~ ~ ~ ~ ~ 0. 9
{ B.M.1920, PAGE 232 ND ~ ` f ~ ~ I SEED IL
~ 11
I I ~ ~ ~ ~ o oR ~ N ~F ~ REBECCA C. W'EATHERFOR
s "t~~ Gf RCP rn
11 ~ 1 ~ ~ X48 B.M. 1982, PAGE 308 V1 ~ B.~! 1981, PAGE 575
I ~ ~ _ ~ \ ~ SEWER SERV \ I . - 14 + ~~~o ~
I ® ~ ` ~ 1 ~ ~ rYPIGAL ~ ~ I ,2 R 15 I 1 _ Q W 15 ® o
1 N /F ~ ~ 40 ~ ~ ~ - - _ I _ ~ ~ 1~ _ END ALIGNMENT Z F ~ ~ ~ ~ NEW M /B ~ V 1
1714,1 - RCp ~ ~ ~ _ a3 rs 1 1 3 14.43t.i ~ ~ ~ G( ~ _ ~ Rpi 153.0~-
I COOKERY, WILLIAM ~ ~ ` ~ ~ , _ - 1: ` ~ ~ IN 47.0+- oL _ _ _ ~ROPOSE~ ss }
~ ZONING R-10 ~ ~3•-=_ X00 A IMTHIN 0 qTY ~ RALEiGh ~ R ~ ~ SE~R EASENp~T
AGE 232 - _ - - _ _ ~ - I - - / ~ ^ ~ ` ' ~ ~ ` _ r---~---_-....
_ _ ~ R I ~ - ~ 9 ~ POtiD ~
_ t ~ . - Zso. O O s
~ - ~ ~ u,+loo ~ - 21 ~ ~ ~ . _
~ . A ~ '
~ ~ ~ ~ ' ~ ~ _ ~ I ~ ~ STA 6+Ou _ A \
N /r ~ ~ / ~ STA 64.06 I ~ 250 45.5 ~ ~ ~ W 17 5 i ~w - - ~ \ \ ~ \ O ~ ~ ~
14.13-14.4 4 ~ - . 313 ~ ~ ~9. - THEVATFIAN BEN P I ~ ~ rr0 - ~ V ~ ~ 2 S
• do GRAZIELLA P - - is ~ ~ 't moat ~ ZONING R-10 4 ~ ~ w 0 9' ~ ~ ~ 6 6 ,
B.M.1 ~ ~''fp - _ _ _ - 920, PAGE 232 _ ' ~ ~ ~ ~ ~ ~ ~ ~ v ~ E r-~ Q+'
~ ~ ~ M~ _ ~ ~ ~ v ~ MH ~ ~
~ . 5 •
. ~ j J 'P SEIffR SERV ~ ~ ~ ~ ~ \ ~ \ 1
I ~ ~ ~ 251' ~ ~ ~ \ ~ ~
~ ~ \ ~ ~ ~ I ~ ~~J~.
N 8575' / ~ ~ \ ~ RETAIN G ~ ~ W ~ \ ~ waL i 258.49' ~ ALIGNMENT "B ~ ~ . . ~ ~
0 I ryh \ _ ~ ~ ~ ~ '
' 47.93' \ ~ ~ STA + 1 \ _ - -"~1 \ 7 6 ~ ~ ~i j
• 10 4 3 ~ TT Al InY 250.6+ _ O
N F o W ~ 1 RcP / INV 245.5+- ~ ~ ~ ~16.9a' ~
. 1714.13-14.3263 W o ~ 2
RUSSELL MALVIN & SALLY JR. N c ~ , ce Nz ~ m ~m rn ~Q ! ~ ~TAN+nc / N 8b ~ ~ , \ wN.t ~ " W ' ~ ~
ZONING R-10 ~ U rn ~ W ~ ry v ~ ~ ~pW a~ ~ o ~ o ~ ~ oo ~ oQ~ 188.78' ~ h - - _ 51A
• B.M.1947, PAGE 19 ~ ~ ^ J N ~ W \ ~Q W k ~ ~ ~ o n Y rn ~ oQ~~ - ~ ~ ~ ~ ~ \ - - - - Nil 2STb±-
• Z I~~Q ~~OC2 Z t ~~Q A~W ~ ~ Nm ~ nQ; J ~ No a ~a`Q Q r1 d 2 1W~Q nW ~ ~~Q~W I Q7~pt N ~ ^ Elfv 1~6.~ M6«? R> > O W 100 YR. FL000 AOPO~ SS
~ z 2 ~oz c~ ~ W ` ~ ~o I~ l~ rt O I C7 HAZARD AREA •IMw 20' OTr OE ~UYDa _ ~ ~ ~ Q Gg1E'KT
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I 1 ~ 1 ~ EXIST ~ ~xIST ~ ~ 1 I DWEWNG EXIST ~ n Q ~ ~ C9 Z ~ r/~ O DWEWNG ~ C~ ? `t ^ ~ 2 ~ O ? r~' A ~ Q Z ~ W ~ Q V 1 ~y
DW~ILING I 1 ~ ~2~ vC;,r~ ~_sZ~ O ~ ~ W ^QO^ ^WZ~r ,Y~o~ ~ ~a^ ~Qi W
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a • ' • , ~ 1 AND CRAUiNG SHALL B ~ / 4 ~AUING SHALL BE IN O ,J Z
• ~ I I U W1 DANCE WITH THE / I I LOCI SIGN CENTERLINE PR )ANCE WITH THE ~ ~ ti CENTERLINE PR FILE v>
- - - . . , , _ (ON SHEET 4} AND TYf EET 4} AND TY ICAL `t O
- - - _ ~ - - , . / ; SECTION ON SHEET 2 1 O J ON SHEET 2 L
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~ « ~f THIS PROPERTY DOES NOT LIE WITHIN F x IµN z3z~~ ill , A F.E.M.A FL000 HAZARD AREA. GENF,RAL CONSTRUCTION NOTES;
j , a 1. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT CITY OF RALEIGH ~ i
. lid i STANDARD DETAILS ANO SPECIFiCAl10NS. ~ ~
I R:M z32r'_~ ~`~~j ~ SAL 2. ALL GUTTER SHOWN WITHIN PUBLIC RIGHT OF WAY SHALL BE STANDARD 30" ~ u 1, p~ TRACiDR ~iAl! 11AWTANi ADEQUATE SITE DRAINAGE DURING AL! PHASES OF CURB ANb GUTTER. ~
11~ , If . 1F~ CONTRACTOR SHILL USE SILT FENCES OR 0 t~E7HOD5 ~MITO ADdACB.ENT# 3. A COMPLETE COORDINATE LISTING AND AUTO CAD RELEASE 14 DRAWING FILE ~ ~
11~ ~ :a: , STA T ANYO ~ OR ARE AVAILABLE UPON REQUEST FROM THIS FNtAI. .rr~ to A ALLL TEMPORARY 4. THE CONTRACTOR SHALL LOCATE ALL UTiL1TIES PRIOR TO COMMENCEMENT OF b ov
1 ?d• ll1 I1 c,~ t° ~ a OF T A gT Anq~ OF GRADING AC11ViTlES. CONTACT ULOCO AT 1-800-632-4949 FOR FiELD N ~ Q I AND OF A ST Of ~ TOVENT Y P q t`
,~$"A ,G,ai ?i ~r M ~ W , IOCAAON OF UNDERGROUND UTILITIES. N011FY ENGINEER OF AN DISCRE AN ES U~ ~ , COMP T ANO STORE 5. ALL DIMENSIONS SHOWN ARf TO BACK OF CURB, UNLESS OTHERWISE STATED ~ ~
' PoM 232,'4- INY 926~a~~ ~ 1~ 2. 11~ CDNTRACTOR SHALL µ A1~ SITE A per, AC . i CON011K>N ALL FM.I W Iup:OllOIdICE twn~t~ NCDOI~AVNG STANDARDS AND S~CIFlCATiONS. ON PLANS. <C ~ p~
- ri ~ ~ - 3 v ADING TOR ALL A1E MATH THE UTILITY COMPANIES FOR ANY REQUIRED 6. ALL PAVEMENT ON SITE SHALL BE 2' i-2 AND 8" ABC STONE. r 3' ~ 7, UNLESS OTHERWISE NOTED ALL PROPOSED SPOT ELEVATIONS ARE TOP OF ~ ~ ~ UTI TY AD AMD I~LOCAiONS. U JUSTME#tTS
~ ri ~ I~ ~ i - 4, All MAIERI t!E FREE OF RDO R ~ gpULDER OR ASPHALT OR FINISHED SURFACE. u UNSA Y MA~ALS~A[SO NiCLkgE I TiON ANO NOT INDICATED TO BE u ANY OTH~p NON- P 8. SEED ALl AREAS D STUBBED BY CONSTRUC ~ p~
I ~ i ~ ~ ~ '7",4~3-14.4672 ~i ; tl t ' ~ Eaist MAN-MAQE FlIIS ~ Ak1' N T10N OF GRADING ACT1ViT1ES. USE REBEL 3 ~ V MA IALS USED TD FOR BACK AROUND DRAINAGE PAVED OR PLA TED, UPON COMPLE ~ ' gg,, c ~~ANI01~t FESCUE IN ACCORDANCE WITH SEEDING SCHEDULE ON OETAII SHEETS,
~ 3wF_~ac ~T~~da~ ~HN 3BJNET? A. n` ~i , '~o ~ 7~N~trb R-`U S'IRIiC IN u11 1'~~~ FoR ~Nr OR BACK Fl!! ~ 5HA BE AC1ED Y ~pARDp~p~TQR', 9. WATER MAINS SHALL HAVE A M9NIMUM 4' OF COVER.
~1 ~ ~~P ?A' I TES~AS TOUT TO ANY OPfRAf~S Fl LOCATED BY THIS FIRM. y~yOl,y~, O~j TOGE7FIER MA'M A 10. THE TOPOGRAPHY SHOWN WAS ELD 0 ~
i , ,r ~ , ~ ~ ~ ~ A, POND 3 i~ ~ TiON AT MA ~p THE PROJECT, ii, THE CONTRACTOR I$ RESPONS18l~E FOR INSURING POSITIVE DRAINAGE TO ALL STORM q ~ 1 A MU4 A Y AND 0 STRUCTURES. G,,"
' rJ ~ a, ~ S: _ OUTLET STRUCTU SEE •w: ~ ; ~ \ ~ ;"~s p ;;~4+z2, rah.'---..._ - DETAIL SHEET D~ iWG THE ATORY yy ss~ 11F1CA W BY A IY rR All SPOT GRADE ElEVA110N5 M CURB ANO CUTTEfi SENT OltT1ER FLOW lR1E ELEVATION AT 12. ALL SANITARY SEWER SLOPES ANO PIPE LENGTHS ARE COMPUTED FROM CENTER tU M~11D
~ +f ~ ~ r ~ + `~aeN MN.r'wJ jaFrsliE an of wuFw+ 1 v ~ ~ ~ ~e ~ ~ ~ - ~ ~ ~ P ~ ~ SIJIITARY >iEY~R EASEIIBHi i AN TO CENTER OF MANHOLE. "~i w ~ I TOP OF CURB UNLESS ORER+fA9E NOTED (SUBTRACT a FOR ACE OF GlRB~ OF M HOLE ~j ~
~l ) ~ ~ , e.¢M. Moos. j Z !x ~ ~ ~ °i~ ~ 2 ? 7. PR~pp gp(~p~1'DURS ARE APPR090MATC PROPOSED SPOT EIEVATIONS ARE TO BE USED IN 13. CONSTRUCT ALL SANITARY SEWER MANHOLES FLUSH TO FINAL PAVEMENT GRADE ~ t~ ~ CASE dF DISCAE9ANCY. W Q9 Co u
1 4! j~ ~ ) `{r` ' if Q It /p - w ( ~ ` t~. ,i2 N TOIL THIN ALL ~~p app BI~ST~ ~ppc IF BLAST ROCK IS OR AS SHOWN IN NON-PAVED AREAS. INCLUDE COST IN BASE BID. SHAl18~Y RESRON~BLE fdt COMPIMNC rATH ALL BLASTING 14. CONSTRUCT ALL FlRE HYDRANTS WITH BASE FLANGE SiX INCHES ABOVE FINAL
1~ ff ~ ~ ~ . _ GRADE. INCLUDE COST IN BASE BIG.
1.~ ~ _ ~ Ex15? ~ .A 11+94.82 ~ ~ N ~ ~ ' • ~ '~[tl+t~c 1- r„ ~ ~ New w- ~1 r, ~ DRY POND ~3 p ~ T~ ~ ~ 1~NTt{ ~ #~Ti(~, IN 15. CONTRACTOR SHALL CLEAR AND GRUB ENTIRE R/W WITHIN 100' OF ALL INTERSECT10N5. THE T AT I AS A ~ AND T FENCE IS p FOR THE INSPECTION OF THE CONSTRUCTION OF ALL
a ) ti' rf - PROPD~D DRY DETENTION AREA j ~ Fr m~r ~ 1 ` ~ , ~ { ~ ~ PRGPOO~D STORAGE VOLUME ~d Lzj J 714.13'-~ 4.A5S1,~.' ? ~ IS 4115.0 GF. REMO S t SHALL ~TALLED THE SILT 16. DEVELOPER IS RES ONSIBLE CONSTRU ON FENCE 9NALL BE INS ALLEO AND MAINTAINED 0 VENT DIRECT AC ~ TO THE PRIVATE STREETS. COPIES OF CER11F1E0 INSPECTION REPORTS MUST BE SUBMITTED TO
1 ~ ~ ~ ~ ~ ~ ~P~R15 ]~f1T„lr 6r...,~, • A ~I W ~ ~ ~ IIECUIRED STOR CE WLUME CONSTRUCTION AREA. THE CITY'S ENGINEERING INSPECTIONS MANAGER AT P.0 90X 590, RALEIGH, NC 27602
, ~ 1 j I <°..Ohd!}vO ~-10~~~ IS 1000.0 GF. 1. 2' A OR FAXED TO [phone].
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1~ ~ r PJ~p'G R-;~ + , FiE 46.50 I I ~ } k . p'rF su ~ ' .a 252 * ~ P ND 1 '
f~ y v . ~ 92v, >a.~_ 132 -a ~ 2 i ~ ~ I \ . ~ r~ET S SEE u'`t!TY ItJSTAILA?iONS AtJD OCHER GU$LiC ~
~ ~ fl POND 2 ~ ~ _ ~ ; { . I OUTLET STRUCTU SEE , ~ 1 - ~ ~ - DETA~! sHEET 12 ~xCiuTIES, INCLUDING SIGEwA~.K5 AND HAND+CAF Kkf~PS ARE '0 BE CON~TRI^rTEG ~~N AL;, nQLET~ ~ ~ W
f i s DETAIL SHEET ` ~ I ~ SPECIFEED B' CIT'f CODs, ?HESE tACiL~TiES ~ ~ ~ ~ y
r ~ ' ~ ~ ~ ~ ~tA~E BEEN APpROvED 3Y' ' Of FALLEN ~ u ~ ~ ~
z~ - 7 ~ ~ I i I ~r--~-• t~ ; - 4 <.4{'_' WALL EWAI ,~?ID,~„~; - ~ , ~ I ~ ~ f j; i ~ 'r - _ a!~D SHAu. BE SG ~h~S'ALLL~ ~yL~S ti CRANE ` ` ~ ;S .A ~ R?ZED B'' ~f?~`E."J F~GF'~_ ~;G`i`
i i 1 . Ci.K~ w OESION 8Y OTHERS ~ ~ ~ ~ r• I.. I } `•1. ~'J?vN ~ W 1~ ~ r ~ ~ ~ R~ 0 ? ~ ~ . SANITARY SE+hEF EASEI~E!~'S ~P :t :,Er,.,,; JET
• , • - ' ~ - ~ ~ - ~ " ~1. - ~ 97~A_ib~~, ~4l`~ ~ FFE ~ i.- ( 51.00 I ~ 1 ~ ~ , ~ - - _ Rs o cRIpR 10 ~INAi ~:E~"'AtiCE
i _ - . _ WA M - 2a9.4~ IGH TER .,~,NA JR. STORAGE 144.400 CF '
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' n TYP PIPE SECTION A A C Q cfs Q cfs PIPE L RIM US DS MOPE V I D re d D use E i rte',
NV INV X f s in in FROM TO SUB TOTAL SUB SUB TOTAL If ELEV I
BY-PASS SYSTEM Q
F 1 0.50 20.50 0.35 46.34 46.34 24 241.50 241.38 0.50 4.41 6.50 35.11 15 0.0125 RCP ES SMH 2 2 I~
1 4 1 9.fi3 31.13 30 0.009 HDWP SMH 2 SMH 3 0.00 20.50 0.00 OAO 46.34 21 249,00 24.28 2 1. 8 4.50 MIETi10O 2 Fdl WAN'16~'M1G T1t E10'OR1 FROM RESiOENTiALfiNDt1STR1Al/COMMERCIAL Q
4 . 41.7 240.fi6 0.50 9.63 31.13 34 0.009 HDWP SMH SMH 4 0.00 20.50 0.00 0.00 46.34 82 2 9 00 2 0 OE1~ElOPM~ MEII FOOTPIpNTS aF ALL IMP£RV;OUS SURFACES ARE SHOWN Q
4 .74 64 249.00 243A2 240.66 3.69 7.65 7.22 1.41 15 0.009 HDWP DI 4A SMH 4 0,76 0,76 0.54 2.1 2 4 5 (1) ~2) ~3) Q) ( )
TYPE OF lAW1 Ca11ER SITE TN EXPORT iN EXPORT TN EXPORT
7 49. 44.0 243.84 0.50 5.98 1.22 13.81 15 0.009 HDVt~ D( 4B SMH 1,47 1,41 0.50 5.31 5.31 2 2 20 2 2 AAEA COEFF, BY LANG USE FROM Si$ Ww (p~rss) (Ibsfnc/yr) (ws/;K) (tbs/oc/1r)
NOTE
SEE SHEET 5 FOR SE~)IMENTATION AND EROSIOt` SMH SMH 0.00 4.23 0.35 0.00 54.39 62 250.49 240.56 240.25 0.50 9.13 33.05 30 0.009 NDWP T , >,ND EROSION ~ D,6 D.}n 1D , W +F+Mw+n mpdo++) ~ - t7 ~i ~TION SEQUENCE ...,,.„"R..,
CONTROL MEASURES AND CONS~RJCTION SEQUE l„,~~a f „ .,~s; s, PM ~ 1.730 1.2 2.100 ~ ~ a •:a ; y,
A 0.07 0,07 0.50 0.25 0.25 26 253,11 244.90 244.77 .0.50 2.Q5 7,22 4,99 15 0.01 5 RCP F R P AN AN PR F CB 5 CB 5B SHEET SHEET 7, 8 AND 9 0 L D 0 N AN PR FI ? Q+ D 0 LE
H .46 0.46 0.80 2.66 2.91 90 253.11 244,67 244.02 0.7 1,99 7,22 11.64 15 0.0125 RCP FOR ROADWAY AND SANITARY SEWER CONSTRUc CB 5B SM 0 kfgervioW wlacw O~IR9 R CONSTRUCTION i 1 ~y
Tots, dr~es~ roeh, ~ •larope 0.000 1 .2 0.126 _ „ _ ~ ~ , x ~ Mi4 OrAOf.. ttC. 1 ti J
WP SEE SHEETS 10, 11 AND 12 FOR CONSTRUCTION SMH SMH 0.00 43:76 0.50. 0.00 51.30 114 251.15 240.15 239,58 0.50 9.73 33.71 30 0009 ND s INSTRUCTION DETAILS Toed 29N 21.096 N ~ r,~r,~ Q
. •i .13 33.71 30 0,0@9 ~WP GINS , ~"ir y!t~
SMH SiaH 1 0.00 43.76 0.80 0.00 51.30 54 241.73 239,48 23 2 050 9 57.30 145 244.34 239.t1! 2 .39 0,50..9.73 33.71 30 0.009 HDWP AvtKOge for S0. (rJ+ n~+iMril A. . Q r . :
SMH 7 SMH 0.00 43.76 0.50 0.00 9. 33.71 30 0.049 HDVIP Aver ia? iOh 5.20- ? n-i
SMH FMS 0.00 43.16 0.80 0.00 57.30 100 245.00 233.75 2 .25 Q 50 73 s . aZ ~
TE SYSTEM w~ r
DI OA CB #10 0.23 0.23 0.60 1.00 1.00 31 49. 246.50 240 5.11 7.02 7,22 5.38 15 0.0125 RCP
C9 10 CB 11 0.17 0.40 0.90 1.10 2.10 152 249.99 242 241.17 1.09 3.83 7.22 9.54 15 0.0125 RCP 1 ~
e
C8 1 CB 2 0.13 0.53 0.85 0.80 2.90 101 24169 237.91 236.91 0.99 10.02 7.22 1D.96 15 0.0125 RCP
2 HM 3 0.21 .0.74 0.90 1.36 4.26 62 243.75 ?36.8i 236.90 0. 6.95 7.22 14.39 15 0.0125 RCP
NOTE:
RCP - Reinforced Concrete Pipe
HDWP - Honccu double Walled Plastic P'pe (Corrugated Exterior 8 Smooth Interior) it _
sHUT S OF 12 Wo 0 -1 -01