20050001 Ver 1_COMPLETE FILE_20050520

Project No. DWQ Grow-N-Lr
Project Name: 05-0001
SUBA117TED DESIGN. 1 REQUIRED DESIGN:
5/20/2005
elevations
Permanent Pool (ft) 283 0.5 ft. depth ok
Temporary Pool (ft) 283.5
areas
Permanent Pool SA (sq ft) 1620 1029 sq. ft. ok
Drainage Area (ac) 0.45 ac
Impervious Area (ac) 0.33 73.3 % impervious
Rational C 0.75
Precipitation (in) 0.7 no sand underdrain
volumes
Inlet Velocity 3 0 fps check veloci
Inlet Flow Depth 0.5 in
Depth to Ground lVater 8 6 ft
Planting Soil Infiltration 0.6 0.52 in/hr ok'
In-Situ Soil Infiltration 0.6 0.00 in/hr ok
0 0
0 0
.
Project No. DWQ Grow-N-Lr
Project Name: 05-0001
SUBMITTED DESIGN: 1
5/20/2005
elevations
Permanent Pool (ft) 283
Temporary Pool (ft) 283.5
areas
Permanent Pool SA (sq ft) 1620
Drainage Area (ac) 0.45
Impervious Area (ac) 0.33
Rational C 0.75
Precipitation (in) 0.7
volumes

REQUIRED DESIGN:
0.5 ft. depth
1029 sq. ft.
ac
73.3 % impervious
no sand underdrain
ok
ok
Inlet Velocity 3 0 fps check veloci
Inlet Flow Depth 0.5 in
Depth to Ground Mater 8 6 ft
Planting Soil Infiltration 0.6 0.52 in/hr ok
In-Situ Soil Infiltration 0.6 0.00 in/hr ok

tit ??
c=
OF WATF9O Michael F. Easley, Governor
'\4
?G William G. Ross Jr., Secretary
CO r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 7,2005
DWQ Project # 05-0001
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Carroll Ogle
201 West Chatham Street
Cary, NC. 27511
Subject Property: Grow-N-Learn Childcare Center
REQUEST FOR l1IORE INFORMATION-Stormwater Management Plan
On January 3, 2005, the Division of Water Quality (DWQ) received your application dated December 29,
2004 to impact 20 feet of streams and some buffer area. The DWQ has reviewed your application and
determined that your application was incomplete or inadequate. The following additional information is
needed before the Plans can be approved:
• The most recent, 401 Extended Detention and pocket wetland worksheets for all the ponds.
• The ponds are to be designed to remove 85% TSS according to the latest version of DWQ's
Stormwater Best Management Practices manual at a minimum.
• A complete plan of Storm water BMP's, for the entire 15.96 acres, and runoff designs.
• Proof that the buffers and the stream areas will not be affected.
• What is the exiting drainage pipe diameter, 42 inches or 36 inches, and its capacity.
• Proof of all flow rates within the 15.96 acre project site, and a draw down of 2 to 5 days.
• The retention design to meet 1" rainfall requirements, and the length to width ratio of 3:1.
Please respond within three (3) weeks of the date of this letter by sending three (3) copies of tlus
information in writing. This letter only addresses the Stormwater Management Plan review and does not
authorize any impacts to wetlands or streams until the plans are approved. Please call Mr. Samuel A.
Aghimien, at 919-733-3574 if you have any questions regarding these issues.
Sincerely,
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBK/SAA
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Peter W. Sokalski, PE- Appian Consulting Eng, PA, P.O. Box 7966, Rocky Mount, NC. 27804
Filename: 05-0001 Grow N Learn (Wake) Stormwater
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone] / Intemet: http:Ah2o.enr.st;ite. ne.us%nc%vctlands
N rthCarolina
?alirrall?
An Equal Opportunity/Affirmative Action Employer-5010 Recycled/100"0 Post Consumer Paper
I'll
•
•
Wednesday, April 20, 2005
APPLan
CONSULTING ENGIfiEERS, PA
CIVIL, I IUHICIPAL u STRUCTURAL EfIGMEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
Ms. Cyndi Karoly
North Carolina Department of Environment u Natural Resources
Division of WaterQuality - Wetlands Unit p ?!R
(?a?l/7f? D
2321 Crabtree Blvd. L5 VV lS
Raleigh, North Carolina 27604 APR 2 7 2005
Re: Grow-N-Learn Child Care Center DENR - WATER QUALITY
Ref. No.: 05-0009 ?"ETM'''DSAf DSTORMWATERBRANCH
Response to Letter April 7, 2005
Dear Pigs. Karoly:
This letter is in response to the Request for more Information Letter, dated April 7, 2005 -
Stormwater Management Plan from your office. The following corresponds directly with the
bullet list as provided on the letter:
• Duly Noted. The most recent worksheet for the Bioretention Pond was previously
submitted and is being resubmitted and attached. As discussed over the telephone with
Mr. Aghimien, the temporary and permanent pool elevations were inverted and the
velocity coming into the bioretention pond was high at 5 feet/second. The pool
elevations are corrected on the attached sheet and the velocity is reduced to 3 ?? ••C, j
feet/second. l
• Duly Noted. The bioretention pond is designed per the DWQ's BMP Manual, which is
designed to remove 85% TSS.
• Duly Noted. As discussed with Mr. Aghimien, a summary sheet is attached giving a
breakout of the flow as shown on the calculation sheets and the runoff maps as
previously submitted.
• The buffers and stream areas will not be affected more than the amount described on
the 401 permit and as shown on the plans as previously submitted.
• The existing drainage pipe flowing INTO the buffer is 36" RCP. The existing drainage
pipe under McKnight Drive is 42" RCP. Both are shown clearly on the plans as
submitted previously.
• Duly Noted. A summary of the bioretention pond is attached and the time for drawdown
is also attached. Based on the DWQ's BMP manual, the drawdown time for the
bioretention pond is a maximum of 4 days. No minimum is set. The time for drawdown
of the bioretention pond (under saturated conditions) is a little over 2 days.
• The 1 year, 24 hour storm was used in place of the 1 inch runoff. The calculations for
the 1 year, 24 hour storm is attached. The length vs. width requirements for the
bioretention pond is 2:1 when the pond is wider than 20 feet. Based on that
requirement, the pond size has been slightly adjusted from previously submitted to the
size of 58 feet long by 29 feet wide, which meets the size criteria.
Based on the request by Mr. Aghimien, we have moved the bioretention detail and information
from sheet CE-2 to sheet CE-2A. This new sheet combines information from the two sectional
® details already shown on the plans on sheet CE-2 for the bioretention pond.
225 Hillsborough Place • Suite 260 Websites: 841 South Wc,,leyan Blvd.
Raleigh, NC 27603 P.O. Box 7966 . Rocky Mount, NC 27804
[phone] [phone]
[phone] (fax) Email: admin t er)pianengineers.eom [phone] (fax)

•

To: Ms. Cyndi Karoly
Grow-N-Learn Child Care Center
Ref. Project No.: 05-0001
Page 2
I have attached three copies of all information as requested on the letter. Please review and
supply me your response as soon as possible. If you have any questions, please do not
hesitate to call, write or email me at psokalski(d?appianengineers.com.
Thank you for your time and your review of this project.
Sincerely,
Appian Consulting Engineers, P.A.
Peter W. Soka
CC: Mr. Carroll Ogle, Owner
File
C:\My Documents104004 Knighdale Daycare\Letters\0420-05 Ltr to DWQ with add information.doc
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FOR
APR 2 7 2005
QUALIT,
?'DSAN ST RM W
ATER BRANCH
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Knightdale, NC
Wake County
20 April 2005
ACA JN: 04-004
U A f-

ACA Architecture & Engineering, PA SEAL
PO Box 7966 = 029958
Rocky Mount, NC 27804
[phone] i?! so?P
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[phone] (Fax) """"'"???
SUMMARY OF RUNOFF CALCULATIONS
Predevelopment Runoff Summary
The 1.54-acre project site is within a larger drainage area of 15.96 acres. Approximately
14.28 acres drains to the existing ditch to the south east of the subject property and the
remaining 1.68 acres drains into the existing street systems (both Mulford Court and McKnight
Drive). The existing drainage pipe under McKnight Drive that drains the existing ditch area is an
existing 42-inch RCP.
Postdevelopment Runoff Summary (Q 10 Storm)
Flow into Existing 42" RCP consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin I
• Basin IV 13.77 75.82 cfs
• Part of Basin DA-1 DA-1 a8
Flow at Mulford Court consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin II b 0.80 3.55
• Basin DA-2
Flow at Bioretention Pond consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Part of Basin DA-1 a1-a7, b 0.45 0
Flow at McKnight Drive consists of the following basins as shown on the drainage map
Basin Areas Total Acreage Total Flow
• Basin DA-3 38
1 4.68
• Basin III b .
• Bioretention Outflow 0.45 0
DWQ Project No. 05-61C101
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : - - LEAPA t,
Contact Person: 1 Phone Number: (Z54 X72 • ?70 3
For projects with multiple basins, specify which basin this workshoet applies to:
Permanent Pod Elevation 28340 ft, (elevation of the orifice invert out)
Temporary Pool Elevation 'Z?3-150 ft. (elevation of the outlet structure invert in)
Bioretention Surface Area 1 , C020 sq. ft.
Drainage Area O. ac. (on-site and off -site drainage to the basin)
Impervious Area O.3 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 7
Precipitation Event 0.? in (either 0.5 in w/sand under drain or 0.7 in w/o)
Inlet Velocity fps
Inlet flow depth c?. in
Depth to Ground Water 7 >? ft
Planting Sal Infttration Rate D• (o inJhr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate to to 2 •D inlhr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
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. At a minimum, a complete sWmlwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan 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.
Applicants Initials
lik6 No vertical sand bed is proposed
,Se.E A £PThe bioretention area is at least 40 feet by 50 feet
RAf, Sheet flow is provided at inlet.
Water table depth is greater than 6 feet
RiJS Minimum of 6' ponding is provided.
The ponded area will draw down in less than 4 days.
Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ sal infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
_fln3S Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
POLIS Plan details for the bioretention area provided.
S Plan details for the inlet and outlet are provided.
lpio S An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
i
CL,
i
Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5,445 0.35 1,906
Totals 19,602 14,648
• Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1,100 Sq. Ft.
• Bioretention Size Provided: 1,682 Sq. Ft. (size computed from CAD)
• Bioretention Size: 58' Long x 29' Wide
Required Checklist Explanation (Bioretention Area Worksheet):
Based on the NCDENR Stormwater Best Management Practices Manual, April 1999, the
minimum basin size is 40'x 15'. This size is met and exceeded by this design as stated
above and shown on the plans. The basin requirement by DWQ Bioretention Area
Worksheet of 40'x 50', is above and beyond the minimum stated in the BMP manual.
Due to land constraints as shown on the plans, the size of the basin was limited to the
above and could not meet the DWQ 40'x 50' requirement.
Grow-N-Learn Child Care Center
Bioretention Pond
Bioretention Pond Summary
Site Summary
Area Draining into Pond:
0.45 Ac
Outlet Structure Summary
Invert of Bioretention Pond (Bottom of Pond): 283.00 ft.
Invert of Primary Draw Down: 283.50 ft.
Emergency Spillway Elevation: 283.75 ft.
Hydrologic Summary
Poqt-Develonment

Storm Inflow
QP
cfs Volume of
Runoff
c Outflow
QP
cfs Max. Storm
Elevation
ft
1 Yr. 24 Hr. 1.78 1909 1.50 283.62
10 Yr. 2.60 750 0 283.39
100 Yr. 3.50 1091 0.11 283.51
Breakout of Outlet Flow

Storm Primary Draw
Down
(cfs) Flow over
Spillway
(cfs) Total Outflow
QP
(cfs)
1 Yr. 24 Hr. 1.50 - 1.50
10 Yr. 0 0 0
100 Yr. 0.11 0 0.11
Grow-N-Learn Child Care Center
Bioretention Pond
DRAW DOWN TIME:
Calculate Draw Down from Temporary Pool:
• Assume 2-day draw down in Unsaturated Soils.
First, the infiltration rate (IR): 0.6in1hr(max)
Using a pool depth of 6 inches, the time for draw down into the soil:
Pool Depth in
T - Infiltration Rate - in/hr
6 in
T = (0.6 Who
T = 10 hours
Finally, using the planting soil depth of 4 feet (48 inches), the time for draw down in the
insitu soil:
48 in
T (0.6 in/hr)
T = 80 hours or 3.33 days
• Assume 2-day draw down in 80% Saturated Soils.
First, the Saturated infiltration rate (SIR):
SIR = IR x (1-Saturated Rate)
SIR = 0.6 in/hr x (1-0.8)
SIR = 0.12 in/hr
Using a pool depth of 6 inches, the time for draw down into the soil:
Pool Depth in
T - Infiltration Rate - in/hr
6 in
T - (0.12 in/hr)
T = 50 hours or 2.08 days
1 HYDROLOGIC REPORT
0
1 YEAR 24 HOUR STORM..
INFLOW ................
Hyd. No. 1
Hydrograph type = S.C.S. RUNOFF Peak discharge = 1.78 cfs
Storm frequency = 1 yr Time interval = 1 min
Basin area = .45 ac Basin curve No. = 93
Ave basin slope = 5 o Hydraulic len = 190 ft
Basin lag = 1.4 min Time of concen = 2.32 min
Total precip. = 3.00 in Distribution = S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfS)
11.82 1.01
11.88 1.54
11.95 1.59
TIME--OUTFLOW
(hrs cfS)
11.83 1.14
11.90 1.68
11.97 1.34
TIME--OUTFLOW
(hrs cfS)
11.85 1.27
11.92 1.78
11.98 1.05
TIME--OUTFLOW
(hrs cfS)
11.87 1.41
11.93 1.76
12.00 0.00
1 HYDROLOGIC REPORT
0
1 YR 24 HR STORM......
ROUTED ................
SCS METHOD............
Hyd. No. 2
Hydrograph type = RESERVOIR ROUTE Peak discharge = 1.50 cfs
Storm frequency = 1 yr Time interval = 1 min
Inflow hyd. no. = 1 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
11.82 1.01 1.14
11.83 1.14 1.27
11.85 1.27 1.41
11.87 1.41 1.54
11.88 1.54 1.68
11.90 1.68 1.78
11.92 1.78 1.76
11.93 1.76 1.59
11.95 1.59 1.34
11.97 1.34 1.05
11.98 1.05 0.00
12.00 0.00 0.00
Maximum outflow (cfs) = 1.50
Maximum storage (cu ft) = 1342
Maximum elevation (ft) = 283.62
2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
33.48 33.49 0.00
35.29 35.64 0.17
37.04 37.71 0.33
38.61 39.72 0.55
39.96 41.56 0.80
41.15 43.19 1.02
42.16 44.61 1.23
42.88 45.69 1.41
43.23 46.22 1.50
43.19 46.16 1.49
42.80 45.58 1.39
41.64 43.86 1.11
o?o? wAr?RQ?
Dwa
D 'c

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimck, P.E. Director
Division of Water Quality
April 12, 2005
DWQ Project # 05-0001
County: Wake
Mr. Carroll Ogle
201 West Chatham Street
Cary, NC, 27511
Subject Property: Grow'n'Learn Childcare Center
Mango Creek, 27-32, Class C NSW
APPROVAL of Neuse River Buffer Rule (15A NCAC 02B.0233) Authorization Certificate
And
Waiver of 401 Water Quality Certification
Dear Mr. Ogle:
You have our approval, in accordance with 15A NCAC 02B .0233 and any conditions listed below, to
impact approximately 917 ftz of Zone 1 and 1,396 ft2 of Zone 2 of the protected riparian buffers for the
purpose of constructing the Grow'n'Learn Childcare Center at the subject property as described within
your application dated January 3, 2005 and in additional correspondence received February 1, 2005. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, Non-
discharge other regulations.
Your revised application materials for a 401 Water Quality Certification to impact up to 20 feet of
intermittent streams at the subject property was received in the Division of Water Quality's Central Office
on February 1, 2005. According to our rules [15A NCAC 2H.0507 (A)], if final action is not taken within
60 days, the Certification is waived unless DWQ has objected in writing to your application. Therefore,
DWQ has waived the requirement for a 401 Water Quality Certification for your plans to impact waters as
described in your February 1, 2005 application materials, including the stormwater management plan.
However, if additional impact occurs or your development plans change, this waiver is no longer valid and
a 401 Water Quality Certification will be required.
This Neuse River Buffer Rule approval is for the purpose and design that you described in your
application. If you change your project, you must notify us and you may be required to send us a new
application'. If the property is sold, the new owner must be given a copy of this authorization and
approval letter and is thereby responsible for complying with all conditions. This approval requires you to
follow the conditions listed below.
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto:/lh2o.enr.state.nc.us/nc%vetlands
None Carolina
Nturu!!U
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Grow'n'Leam Childcare Center
Page 2 of 3
April 12, 2005
The Additional Conditions of the Authorization are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Authorization are met. No other impacts are approved including incidental
impacts:
Amount Approved
nits Plan Location or Reference
Buffers 2313 (square ft.) PCN form
2. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive
velocities through the protected stream buffers and will not re-concentrate before discharging into
the stream as identified within 15A NCAC 2B .0233(5).
3. Certificate of Completion
Upon completion of all work approved within this authorization, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to the
401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699-1650.
4. Written Stormwater Management Plan (Final Plan Needed)
A final, written stormwater management plan (including a signed and notarized Operation and
Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit
(2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604) within 60 days of the issuance of the
Buffer Authorization. The plan shall satisfy the concerns addressed in our correspondence dated
April 7, 2005 relating to the draft stormwter management plan provided to this Office on
February 1, 2005. The final stormwater management plans shall be approved in writing by this
Office before the impacts specified in this Authorization occur. The stormwater management
plan must include plans, specifications, and worksheets for stormwater management facilities that
are appropriate for the surface water classification and designed to remove at least 85% TSS
according to the most recent version of the NC DENR Stormwater Best Management Practices
Manual. These facilities must be designed to treat the runoff from the entire project, unless
otherwise explicitly approved by the Division of Water Quality. Also, before any permanent
building is occupied at the subject site, the 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 Division of Water Quality.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 150B. This Authorization Certificate shall
expire five (5) years from the date of this letter.
Grow'n'Learn Childcare Center
Page 3 of 3
April 12, 2005
This letter completes the review of the "No Practical Alternatives" determination under 15A NCAC 2B
.0233. If you have any questions or would like a copy of the buffer rules, please call [phone].
This letter does not authorize any impacts to either Waters of the United States or Waters of the State.
Please contact the US Army Corps of Engineers (USACE) or NC Division of Water Quality (DWQ) if
any impacts are proposed to either of these waters.
i
Sincerely,
Alan W. Klimek, P.E.
AWKlcbk
Enclosures: Certificate of Completion
cc: Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Peter Sokalski, 225 Hillsborough Place, Suite 260, Raleigh, NC, 27603
Filename: 050001 GrowNLearn(Wake)NBR 401WAIVE
0? W A r?RQG

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 25, 2005
DWQ Project # 05- 0001
Wake County
Mr. Carroll Ogle
201 West Chatham Street
Cary, NC.27511
Subject Property: Grow - N - Learn Childcare Center
APPROVAL OF STORMWATER MANAGEMENT PLAN
Dear Mr. Ogle:
On April 27, 2005, the Division of Water Quality (DWQ) received the revised storm water management
plan prepared by your engineer, Mr. Peter W. Sokalski, P.E., of Appian Consulting Engineers, P.A. This
Plan has been reviewed and satisfies the storm water management conditions of the Neuse River Buffer
Rule Certification issued on April 12, 2005.
The structural storm water practices as approved by DWQ as well as drainage patterns must be
maintained in perpetuity. No changes to the structural storm water practices shall be made without
written authorization from the Division of Water Quality. Storm water easements shall be recorded for a
distance of at least 10 feet on each side of all storm water conveyances on all lots containing these
structures including future access for maintenance. The storm water easements shall allow for the ability
to maintain the structures, perform corrective actions as described above and shall provide protection of
the structures from potential alternations by future property owners.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Samuel A. Aghimien at 919-733-3574.
Sincerely,
% r6Z--t-
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBK/SAA
cc: DWQ Ral,-,igh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Peter W. Sokalski, 225 Hillsborough Place, Suite # 260, Raleigh, NC. 27603
Filename: 05-0001 Stormwater Approval Grow-N- team Childcare ctr, 5-25-05
NpnthCarolina
401 Oversight/Express Review Permitting Unit ?lVatimally
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: httn://h2o.enr.state.nc.us/ncwctlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Grow-N-Learn Childcare
Project Number 05 0001
Recvd From APP
Received Date 1/3/05 Recvd By Region
Project Type child care center

Stream
Permit Wetland Wetland Wetland Stream Class
Type Type Impact Score Index Prim. Supp
County Wake
County2
Region Raleigh
Acres Feet
Basin Req. Req
Stream Impacts (ft.)
F.i 4l IIF?: F_..
FN-NV-39 Stream PT O N F__ 27-32 ? NSxV 30,02. 120.00 F_ 20.00
NBR Buffers O Y O N r?-r-? 30, t02. 0.05
F__ F_ O Y O N ?????I-- F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y O N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
1/14/05 Based on the info provided and the photos, something probably does need to be done to
stabilize the area around the pipe= Given the current condition of the buffer and the planned
restoration (seeding and reducing the slop), thgproject should result in reducing/preventing further
erosion around the pine. I have no comments regarding the proposed scope of work associated with
the pipe extension.
With respect to stormwater, the plans list the impervious surface at 37.73% so I imagine a
stormwater plan will be required. FWK
cc: Regional Office
Page Number Office 1
?OF WATE9p Michael F. Easley, Governor
\Q William G. Ross Jr., Secretary
Cq r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 7,2005
DWQ Project # 05-0001
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Carroll Ogle
201 West Chatham Street
Cary, NC. 27511
Subject Property: Grow-N-Learn Childcare Center
REQUEST FOR MORE INFORMATION-Stormwater Management Plan
On January 3, 2005, the Division of Water Quality (DWQ) received your application dated December 29,
2004 to impact 20 feet of streams and some buffer area. The DWQ has reviewed your application and
determined that your application was incomplete or inadequate. The following additional information is
needed before the Plans can be approved:
• The most recent, 401 Extended Detention and pocket wetland worksheets for all the ponds.
• The ponds are to be designed to remove 85% TSS according to the latest version of DWQ's
Stormwater Best Management Practices manual at a minimum.
• A complete plan of Storm water BMP's, for the entire 15.96 acres, and runoff designs.
• Proof that the buffers and the stream areas will not be affected.
• What is the exiting drainage pipe diameter, 42 inches or 36 inches, and its capacity.
• Proof of all flow rates within the 15.96 acre project site, and a draw down of 2 to 5 days.
• The retention design to meet 1" rainfall requirements, and the length to width ratio of 3:1.
Please respond within three (3) weeks of the date of this letter by sending three (3) copies of this
information in writing. This letter only addresses the Stormwater Management Plan review and does not
authorize any impacts to wetlands or streams until the plans are approved. Please call Mr. Samuel A.
Aghimien, at 919-733-3574 if you have any questions regarding these issues.
Si cerely,
Cyn i B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
CBK/SAA
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Peter W. Sokalski, PE- Appian Consulting Eng, PA, P.O. Box 7966, Rocky Mount, NC. 27804
Filename: 05-0001 Grow N Learn (Wake) Stormwater
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn:-!h2o.enr.state.nc.us!ncµ etlands
One
iCarolina
?Vatima!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Monday, April 04, 2005
o
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGIIiEERS
COI-IPREHENSIVE ENVIRONMENTAL SERVICES
P.1s. Cyndi Karoly
North Carolina Department of Environment a Natural Resources
Division of Water Quality - Wetlands Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604
Re: Grow-N-Learn Child Care Center
Ref. No.: 05-0001
Dear Ms. Karoly:
We have submitted overnight the Grow-N-Learn Child Care Center plans and application for
401/Stormwater Permit to your office for review and approval on January 31, 2005. Per UPS,
your office received the application and plans on February 1, 2005. Based on our count, the 60-
day review for the project has been exceeded and it is our understanding that the project is now
automatically approved for construction as shown on the submitted plans. We are writing this
letter to 1) confirm that the calendar clock has been exceeded and 2) that we have permission
to proceed with construction as shown on the submitted plans.
Please respond to this letter as soon as possible as our client is anxious to start construction. If
you need additional information from us concerning the submission of this project and dates,
please do not hesitate to call, write or email me at our Rocky Mount office. We are anticipating
a letter of approval as submitted and the also a permit for construction.
Thank you for your time and help on this matter. I look forward to hearing from you concerning
the approval of this project.
Sincerely,
Appian Consulting Engineers, P.A.
Peter W. Soka ski, PE
CC: Mr. Carroll Ogle, Owner
Ms. Ann Slade, Developer
Mr. Jeff Maynard
Mr. Jim Livermon
File
C:110y DocumentsTorms1etterhead.doc
APR G 2005
I.: iI.(:L,'I iTy
225 Hillsborough Place . Suite 260
Raleigh, NC 27603
[phone]
(919) 833-2-;•99 (fax)
V.'ebs;tes:
Email: adman ape nengineers.eom
841 South Wesleyan Blvd.
P.O. Box 7966 . Rocky Mount, NC 27804
[phone]
[phone] (fax)
"N-Learn Child Care Center
Subject: Re: Grow-N-Learn Child Care Center
Y`. From: Sam Aghimien <[e-mail]>
Date: Wed, 16 Mar 2005 14:43:41 -0500
To: Peter Sokalski <[e-mail]>
Peter Sokalski wrote:
Mr. Aghimien,
I understand from Cynthia that you are the new reviewer of projects under the
traditional submission for Stormwater management approval. I am writing to you
concerning the review of Grow-N-Learn Child Care Center and when you think that it
might get reviewed. Project No.:05-0001. Please let me know where the project is
in relation to being looked at (# of projects in front). If you should have any
questions regarding this project, please do not hesitate to call me at the Rocky
Mount office!
Thank you and I hope to hear from you soon!
*Peter W. Sokalski , P.E.**
*Appian Consulting Engineers*
-Raleigh office:- -Rocky Mount Office:_*
*[phone] [phone]**
*[phone] (fax) [phone] (fax)***
/REUSE OF INFO CONTAINED ON THIS E-MAIL WILL B AT T THE SOLE RISK OF THE USER. IF
CONFLICT EXISTS BETWEEN THE HARD SEALED COPY AND THE CAD INFO SUPPLIED, THE SEALED
DRAWINGS CONTROL. APPIAN WILL NOT BE HELD LIABLE FOR ANY DESIGN PERFORMED USING
COMPUTER DATA SUPPLIED HEREIN/
**************************************************************************
The information transmitted herewith is sensitive information intended only for
use to the individual or entity to which it is addressed. If the reader of this
message is not the intended recipient, you are hereby notified that any review,
retransmission, dissemination, distribution, copying or other use of, or taking of
any action in reliance upon, this information is strictly prohibited. If you have
received this communication in error, please contact the sender and delete the
material from your computer.
Dear Mr Sokalski,
This is to let you know that the Grow-N-Learn Child Care Center file is being
presently under review, and we will keep you posted of any of our findings.
Sincerely
Sam. 1? /\ V

1 of 1
Project No. DWQ G.N.L.C.C
Project Name: 05-0001
SUBMITTED DESIGN. REQUIRED DESIGN:
elevations
Permanent Pool (ft) 283.5 -0.5 chech?t
Temporary Pool (ft) 283
areas
Permanent Pool SA (sq ft)
1620
1029 sq. ft. ok
Drainage Area (ac) 0.45 ac
Impervious Area (ac) 0.33 73.3 % impervious
Rational C 0.75
Precipitation (in) 0.7 no sand underdrain
volumes -
_
Inlet Velocity 5 0 fps check veloc
i
Inlet Flow Depth in
Depth to Ground Mater 8 6 ft
Planting Soil Infiltration 0.6 0.52 in/hr ok
In-Situ Soil Infiltration 0.6 0.00 in/hr ok

his
?2,? i Pad
7
IV\
?\ _?p \DIX-
kqe
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Cl)
Nlichael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 29,2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. Carroll Ogle
201 West Chatham Street
Cary, NC. 27511
Subject Property: Grow-N-Learn Childcare Center
REQUEST FOR MORE INFORMATION-Storinwater Management Plan
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 05-0001
Wake County
On January 3, 2005, the Division of Water Quality (DWQ) received your application dated December 29,
2004 to impact 20 feet of streams and some buffer area. The DWQ has reviewed your application and
determined that your application was incomplete or inadequate. The following additional information is
needed before the Plans can be approved:
• A new most recent, 401 Extended Detention and pocket wetland worksheets of all the ponds.
• The ponds are to meet the requirements of BMP, and the 85% TSS removal.
• A complete plan of Storm water BMP, for the entire 15.96 acres, and runoffs designs.
• A prove that the buffers and the stream areas will not be affected.
• A prove of avoidance and minimization, or alternative plans to avoid the said impacts.
• What is the exiting drainage pipe diameter, 42 inches or 36 inches, and its capacity.
• A prove of all flow rates within the 15.96 acres project site, and a draw down of 2 to 5 days.
• The retention design to meet 1" rainfall requirements, and the length to width ratio of 3:1.
Please respond within three (3) weeks of the date of this letter by sending three (3) copies of this
information in writing. This letter only addresses the Stormwater Management Plan review and does not
authorize any impacts to wetlands or streams until the plans are approved.
Please call Mr, Samuel A. Aghimien, at 919-733-3574 if you have any questions regarding these issues.
Sincerely,
CBK/SAA
Cyndi B. Karoly
DWQ, 401 Oversight/Express Permitting Unit
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Peter W. Sokalski, PE- Appian Consulting Engineers, PA, P.O. Box 7966, Rocky Mount, NC.
27804
One
NtlrCarol ma
401 Oversight/Express Review Permits Unit Alaturally
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: httn://12o.enr.state.nc.tis/ncwctlands
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FOR

LP r L? L L?J
l1J I i t1
Knightdale, NC
Wake County
20 April 2005
ACA JN: 04-004
ACA Architecture & Engineering, PA
PO Box 7966
Rocky Mount, NC 27804
[phone]
[phone] (Fax)
_ C`
:I^,?
CA
i
S l
SEAL
029958
ap
=@gV9D
APR 2 1 2005
DENR WATER QUALITY
?ILTIT S NND OiFATER 6RA?:CN
SUMMARY OF RUNOFF CALCULATIONS
Predevelopment Runoff Summary
The 1.54-acre project site is within a larger drainage area of 15.96 acres. Approximately
14.28 acres drains to the existing ditch to the south east of the subject property and the
remaining 1.68 acres drains into the existing street systems (both Mulford Court and McKnight
Drive). The existing drainage pipe under McKnight Drive that drains the existing ditch area is an
existing 42-inch RCP.
Postdevelopment Runoff Summary (Q10 Storm)
Flow into Existing 42" RCP consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin I
• Basin IV 13.77 75.82 cfs
• Part of Basin DA-1 DA-1 a8
Flow at Mulford Court consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin II b 0.80 3.55
• Basin DA-2
Flow at Bioretention Pond consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Part of Basin DA-1 a1-a7, b 0.45 0
Flow at McKnight Drive consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin DA-3 1
38 4.68
• Basin III b .
• Bioretention Outflow 0.45 0
DWQ Project No. 05.67CO 1
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : 67 V-01A) - - L II
Contact Person: 1 Phone Number:
For projocts with multiple basins, specify which basin this worksheet applies to:
Permanent Pod Elevation 283.00 ft (elevation of the orifice invert out)
Temporary Pool Elevation 293. ft (elevation of the outlet structure invert in)
Bioretention Surface Area t , (020 sq. ft.
Drainage Area 0.415 ac. (on-site and off-site drainage to the basin)
Impervious Area O. 3 ac. (on-site and off-site drainage to the basin)
Rational C Coefficient 0-75
Precipitation Event ?.? in (either 0.5 in w/sand under drain or 0.7 in w/o)
Inlet Velocity fps
Inlet flow depth y. in
Depth to Ground Water ft.
Planting Sal Infiltration Rate ?• (o inJhr. (the soil layer down to 4 feet)
In-Situ Soil Infiltration Rate c9.& fb 2 •0 inJhr. (the sal layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
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. At a minimum, a complete stommrater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan 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.
Applicants Initials
VW5 No vertical sand bed is proposed
SEE The bioretention area is at least 40 feet by 50 feet
S Sheet flow is provided at inlet.
Water table depth is greater than 6 feet
-mss Minimum of 6' ponding is provided.
RA)s The ponded area will draw down in less than 4 days.
Planting sod infiltration rate is greater than 0.52 in/hr.
RAb The in-sihi sal infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
VMS Mulch layer is specified in plans.
R%Y> Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
POS Plan details for the bioretention area provided.
S Plan details for the inlet and outlet are provided.
lajjS An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5,445 0.35 1.906 _
Totals 19,602 14,648
Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1,100 Sq. Ft.
Bioretention Size Provided: 1,682 Sq. Ft. (size computed from CAD)
Bioretention Size: 58' Long x 29' Wide
Required Checklist Explanation (Bioretention Area Worksheet):
Based on the NCDENR Stormwater Best Management Practices Manual, April 1999, the
minimum basin size is 40'x 15'. This size is met and exceeded by this design as stated
above and shown on the plans. The basin requirement by DWQ Bioretention Area
Worksheet of 40'x 50', is above and beyond the minimum stated in the BMP manual.
Due to land constraints as shown on the plans, the size of the basin was limited to the
above and could not meet the DWQ 40' x 50' requirement.
Grow-N-Learn Child Care Center
Bioretention Pond
Bioretention Pond Summary
Site Summary
Area Draining into Pond:
Outlet Structure Summary
0.45 Ac
Invert of Bioretention Pond (Bottom of Pond): 283.00 ft.
Invert of Primary Draw Down: 283.50 ft.
Emergency Spillway Elevation: 283.75 ft.
Hydrologic Summary
Post-Develonment

Stone Inflow
QP
cfs Volume of
Runoff
(c Outflow
QP
cfs Max. Stone
Elevation
ft
1 Yr. 24 Hr. 1.78 1909 1.50 283.62
10 Yr. 2.60 750 0 283.39
100 Yr. 3.50 1091 0.11 283.51
Breakout of Outlet Flow

Storm Primary Draw
Down
(cfs) Flow over
Spillway
(cfs) Total Outflow
QP
(cfs)
1 Yr. 24 Hr. 1.50 - 1.50
10 Yr. 0 0 0
100 Yr. 0.11 0 0.11
Grow-N-Learn Child Care Center
Bioretention Pond
DRAW DOWN TIME:
Calculate Draw Down from Temporary Pool:
• Assume 2-day draw down in Unsaturated Soils.
First, the infiltration rate (IR): 0.6in1hr(max)
Using a pool depth of 6 inches, the time for draw down into the soil:
Pool Depth in
T - Infiltration Rate - in/hr
6 in
T = (0.6 Who
T = 10 hours
Finally, using the planting soil depth of 4 feet (48 inches), the time for draw down in the
insitu soil:
48 in
T = (0.6 in/hr)
T = 80 hours or 3.33 days
• Assume 2-day draw down in 80% Saturated Soils.
First, the Saturated infiltration rate (SIR):
SIR = IR x (1-Saturated Rate)
SIR = 0.6 in/hr x (1-0.8)
SIR = 0.12 in/hr
Using a pool depth of 6 inches, the time for draw down into the soil:
Pool Depth in
T - Infiltration Rate - in/hr
6 in
T=(0.12in/hr)
T = 50 hours or 2.08 days
1 HYDROLOGIC REPORT
0
1 YEAR 24 HOUR STORM..
INFLOW ................
......................
Hyd. No. 1
Hydrograph type = S.C.S. RUNOFF Peak discharge = 1.78 cfs
Storm frequency = 1 yr Time interval = 1 min
Basin area = .45 ac Basin curve No. = 93
Ave basin slope = 5 % Hydraulic len = 190 ft
Basin lag = 1.4 min Time of concen = 2.32 min
Total precip. = 3.00 in Distribution = S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfS)
11.82 1.01
11.88 1.54
11.95 1.59
TIME--OUTFLOW
(hrs cfS)
11.83 1.14
11.90 1.68
11.97 1.34
TIME--OUTFLOW
(hrs cfS)
11.85 1.27
11.92 1.78
11.98 1.05
TIME--OUTFLOW
(hrs cfS)
11.87 1.41
11.93 1.76
12.00 0.00
1 HYDROLOGIC REPORT
0
1 YR 24 HR STORM......
ROUTED ................
SCS METHOD............
Hyd. No. 2
Hydrograph type = RESERVOIR ROUTE Peak discharge = 1.50 cfs
Storm frequency = 1 yr Time interval = 1 min
Inflow hyd. no. = 1 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW ( i ) INFLOW ( j )
hrs cfs cfs
11.82 1.01 1.14
11.83 1.14 1.27
11.85 1.27 1.41
11.87 1.41 1.54
11.88 1.54 1.68
11.90 1.68 1.78
11.92 1.78 1.76
11.93 1.76 1.59
11.95 1.59 1.34
11.97 1.34 1.05
11.98 1.05 0.00
12.00 0.00 0.00
Maximum outflow (cfs) = 1.50
Maximum storage (cu ft) = 1342
Maximum elevation (ft) = 283.62
2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
33.48 33.49 0.00
35.29 35.64 0.17
37.04 37.71 0.33
38.61 39.72 0.55
39.96 41.56 0.80
41.15 43.19 1.02
42.16 44.61 1.23
42.88 45.69 1.41
43.23 46.22 1.50
43.19 46.16 1.49
42.80 45.58 1.39
41.64 43.86 1.11

L7z, 17
0 ?''lf -1 0
FOR
D
APR 2 7 2005
DENR - W OUALITy
77 gR'd STO"I , ATER ERAI,.CH
L \A

Knightdate, INC
Wake County
20 April 2005
ACA JN: 04-004
ACA Architecture & Engineering, PA
PO Box 7966
Rocky Mount, NC 27804
[phone]
[phone] (Fax)
AR0
?' • 'ESS/
` ??O •??pF o,.9` •9
S EAL
029958
SUMMARY OF RUNOFF CALCULATIONS
Predevelopment Runoff Summary
The 1.54-acre project site is within a larger drainage area of 15.96 acres. Approximately
14.28 acres drains to the existing ditch to the south east of the subject property and the
remaining 1.68 acres drains into the existing street systems (both Mulford Court and McKnight
Drive). The existing drainage pipe under McKnight Drive that drains the existing ditch area is an
existing 42-inch RCP.
Postdevelopment Runoff Summary (Q10 Storm)
Flow into Existing 42" RCP consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin I
• Basin IV 13.77 75.82 cfs
• Part of Basin DA-1 DA-1 a8
Flow at Mulford Court consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin II b 0.80 3.55
• Basin DA-2
Flow at Bioretention Pond consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Part of Basin DA-1 a1-a7, b 0.45 0
Flow at McKnight Drive consists of the following basins as shown on the drainage map:
Basin Areas Total Acreage Total Flow
• Basin DA-3 38
1 4.68
• Basin III b .
• Bioretention Outflow 0.45 0
DWQ Project No. 12 5. OGiO 1
DMSION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Phone Number: (Z52) 072 - ?70 3
A?_
For projects with multiple basins, specify which basin this woricsh©et applies to:
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Precipitation Event
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Sal Infiltration Rate
In-Situ Soil Infiltration Rate
253.00 ft. (elevation of the orifice invest out)
2e3. ft. (elevation of the outlet structure invert in)
1)(020 sq. ft.
0.4" ac. (on-site and off-site drainage to the basin)
0. 3
5 ac. (on-site and off-site drainage to the basin)
0-7
?. in (either 0.5 in w/sand under drain or 0.7 in w/o)
fps
cl. 191 in
7 e> ft
0.(p inJhr. (the soil layer down to 4 feet)
O.& lb Z .0 inJhr. (the soil layer below 4 feet or below the sand bed)
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
regtuirementhas not been met attach an explanation of why. At a minimum, a complete stommater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan 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.
Applicants Initials
vVis No vertical sand bed is proposed
5E£ AirAeA{g?Q he bioretention area is at least 40 feet by 50 feet
Sheet flow is provided at inlet
Water table depth is greater than 6 feet
pi" Minimum of 6' ponding is provided.
R t?S The ponded area will draw down in less than 4 days.
Planting sort infiltration rate is greater than 0.52 in/hr.
The in,-situ sal infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
fln1S Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
Plan details for the bioretention area provided.
S Plan details for the inlet and outlet are provided.
S An operation and maintenance agreement signed and notarized by the responsible party is provided.
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5,445 0.35 1,906
Totals 19,602 14,648
• Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1,100 Sq. Ft.
Bioretention Size Provided: 1,682 Sq. Ft. (size computed from CAD)
Bioretention Size: 58' Long x 29' Wide
Required Checklist Explanation (Bioretention Area Worksheet):
Based on the NCDENR Stormwater Best Management Practices Manual, April 1999, the
minimum basin size is 40'x 15'. This size is met and exceeded by this design as stated
above and shown on the plans. The basin requirement by DWQ Bioretention Area
Worksheet of 40'x 50', is above and beyond the minimum stated in the BMP manual.
Due to land constraints as shown on the plans, the size of the basin was limited to the
above and could not meet the DWQ 40' x 50' requirement.
Grow-N-Learn Child Care Center
Bioretention Pond
Bioretention Pond Summary
Site Summary
Area Draining into Pond:
Outlet Structure Summary
0.45 Ac
Invert of Bioretention Pond (Bottom of Pond): 283.00 ft.
Invert of Primary Draw Down: 283.50 ft.
Emergency Spillway Elevation: 283.75 ft.
Hydrologic Summary
Post-Development

Storm Inflow
QP
cfs Volume of
Runoff
c Outflow
QP
cfs Max. Storm
Elevation
ft
1 Yr. 24 Hr. 1.78 1909 1.50 283.62
10 Yr. 2.60 750 0 283.39
100 Yr. 3.50 1091 0.11 283.51
Breakout of Outlet Flow

Storm Primary Draw
Down
(cfs) Flow over
Spillway
(cfs) Total Outflow
QP
(cfs)
1 Yr. 24 Hr. 1.50 - 1.50
10 Yr. 0 0 0
100 Yr. 0.11 0 0.11
Grow-N-Learn Child Care Center
Bioretention Pond
DRAW DOWN TIME:
Calculate Draw Down from Temporary Pool:
• Assume 2-day draw down in Unsaturated Soils.
First, the infiltration rate (I R): 0.6in1hr(max)
Using a pool depth of 6 inches, the time for draw down into the soil:
Pool Depth in
T - Infiltration Rate - in/hr
6 in
T = (0.6 in/hr)
T = 10 hours
Finally, using the planting soil depth of 4 feet (48 inches), the time for draw down in the
insitu soil:
48 in
T - (0.6 in/hr)
T = 80 hours or 3.33 days
• Assume 2-day draw down in 80% Saturated Soils.
First, the Saturated infiltration rate (SIR):
SIR = IR x (1-Saturated Rate)
SIR = 0.6 in/hr x (1-0.8)
SIR = 0.12 in/hr
Using a pool depth of 6 inches, the time for draw down into the soil:
Pool Depth in
T Infiltration Rate in/hr
6 in
T - (0.12 in/hr)
T = 50 hours or 2.08 days
1 HYDROLOGIC REPORT
0
1 YEAR 24 HOUR STORM..
INFLOW ................
......................
Hyd. No. 1
Hydrograph type = S.C.S. RUNOFF Peak discharge = 1.78 cfs
Storm frequency = 1 yr Time interval = 1 min
Basin area = .45 ac Basin curve No. = 93
Ave basin slope = 5 o Hydraulic len = 190 ft
Basin lag = 1.4 min Time of concen = 2.32 min
Total precip. = 3.00 in Distribution = S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfS)
11.82 1.01
11.88 1.54
11.95 1.59
TIME--OUTFLOW
(hrs cfS)
11.83 1.14
11.90 1.68
11.97 1.34
TIME--OUTFLOW
(hrs cfS)
11.85 1.27
11.92 1.78
11.98 1.05
TIME--OUTFLOW
(hrs cfS)
11.87 1.41
11.93 1.76
12.00 0.00
1 HYDROLOGIC REPORT
0
1 YR 24 HR STORM......
ROUTED ................
SCS METHOD............
Hyd. No. 2
Hydrograph type = RESERVOIR ROUTE Peak discharge = 1.50 cfs
Storm frequency = 1 yr Time interval = 1 min
Inflow hyd. no. = 1 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
11.82 1.01 1.14
11.83 1.14 1.27
11.85 1.27 1.41
11.87 1.41 1.54
11.88 1.54 1.68
11.90 1.68 1.78
11.92 1.78 1.76
11.93 1.76 1.59
11.95 1.59 1.34
11.97 1.34 1.05
11.98 1.05 0.00
12.00 0.00 0.00
Maximum outflow (cfs) = 1.50
Maximum storage (cu ft) = 1342
Maximum elevation (ft) = 283.62
2S/dt-O (i)
cfs
33.48
35.29
37.04
38.61
39.96
41.15
42.16
42.88
43.23
43.19
42.80
41.64
2S/dt+O (j) OUTFLOW
cfs c s
33.49 0. 0
35.64 0. 7
37.71 0.3 3
39.72 0.5 15
41.56 0.8 0
43.19 1.0 2
44.61 1.2
45.69 1.4
46.22 1.5
46.16 1.4
45.58 1.3
43.86 1.1
SITE CALCULATIONS
FOR

DAY CARE CENTER.
Knightda/e, MC
Wake County
19 May 2004 (Rev 5 October 2004)
ACA JN: 04-004
ACA Architecture & Engineering, PA
PO Box 7966
Rocky Mount, NC 27804
[phone]
[phone] (Fax)
gyp. ?
• a? SEAL • =
029958
1D•e oq
GROW-N-LEARN DAY CARE CENTER
SITE CALCULATIONS
T A B L E OF C O N T E N T S
Description
• Runoff Calculations
o Runoff Computations
o Coefficient Computations
• Storm Sewer Pipe Calculations
Bioretention Area Calculations
Ditch Liner Calculations
Appendix
Runoff Maps

l
a a a R
RUNOFF COMPUTATIONS ?? n n n r
acoL?i???.i
PROJECT: GROW-N-LEARN DAY CARE CENTER ACE JN: 04-004 avit,MU141aPAL&SMUCFURAL
DATE: MARCH 31, 2004 (Revised 10/3/04)
SHEET: 1 OF 3

4
QN
TC PIPE UPPER
TO LOWER A EA BASINS C I Qn EI
EXISTING BASIN CALCULATIONS
<5 Flow @ Adj. Prop. 6.65 - IV (ex. flow from ajoining) 0.8 7.22 38.41
<5 Flow @ Adj. Prop. 5.46 - I a (assumes full develop) 0.75 7.22 29.57
<5 Ex. Flow to Ditch 2.17 - I b - e (on Property) 0.35 7.22 5.48
T
'
- Total into Ex. 42" - 14.28 1 a - e, IV (@Q10) - - - 7?1.1
- Total into Ex. 42° - 14.28 1 a - e, IV(@Q100, 1=9.72) - - -
I 96.1
<5 Inflow @ Ex. CB 1 0.38 - II a (CB @ Mulford Ct.) 0.41 7.22 1.12 1
<5 Inflow @ Ex. CB 1A 0.22 - II b (CB @ Mulford Ct.) 0.60 7.22 0.95 11
Ti
- Flow Ex. 15" RCP - 0.60 II (CBs @ Mulford Ct) - - - 2?a
<5 Inflow @ Ex. CB 2 0.67 - III a (CB @ McKnight Dr.) 0.61 7.22 2.95 T
<5 Inflow @ Ex. CB 3 0.41 - III b (CB @ McKnight Dr.) 0.68 7.22 2.01 1
Ti
- Total Flow - 1.08 111 a, b (into ex. ditch along
McKnight Dr. @ Q10) - -- - 4
- Total Flow - 1.08 111 a, b (into ex. ditch along
McKnight Dr. @ Q100) - - - 6?
Total Area Pre - 15.96 Total flow exiting site @ Q10 storm 8d.?

PROPOSED DRAINAGE BASIN CALCULATIONS
Ex. 42" RCP
<5 Inflow @ Pro. CB 3 5.46 - I a (existing ditch flow) 0.75 7.22 29.57 1
- From CB 3 to 2 - 5.46 1 a - - -- 2?.1
<5 Inflow @ D-1 1.25 - I b 0.62 7.22 5.60 1
i
<5 Inflow @ Pro. CB 2 1.25 - I b - - - 5?C
- From CB 2 to 1 - 6.71 1 a, b - - - 3.1
<5 Inflow @ D-2 0.11 - I cl (half of roof drain) 0.9 7.22 0.71
<5
- Inflow @ Pro. CB 1 0.11 - I c1 (half of roof drain) - - - oil
7ml
r- From CB 1 to Ex. 5 - 6.82 1 a, b, c1 - - - 36]
RUNOFF COMPUTATIONS
PROJECT: GROW-N-LEARN DAY CARE CENTER ACE JN: 04-004
DATE: MARCH 31, 2004 (Revised 10/3/04)
SHEET: 2 OF 3
?nnnr
r?ooo
CONSULTING ENGINEERS, PA
CIVIL, mumia AL & mucruRAL EttGIKEI?
PIPE UPPER
TC TO LOWER A EA BASINS C I Qn E n
?
<5 Flow @ Ex. CB 4 3.43 - IV a 0.8 7.22 19.81
- From Ex. CB 4 to 5 - 3.43 IV a -- - - 19 . 31
<5 Flow @ Ex. CB 5 1.37 - IV b 0.8 7.22 7.91
-
i
?
-- Total @ Ex. CB 5 - 11.62 1 a, b, c1; IV a, b -- - -- 6.1
<5 Flow @ Ex. CB 6 1.85 - IV c 0.8 7.22 10.69 1 11
- From Ex. 6 to Out 7 - 13.47 1 a,b,cl; IV a, b, c (ex. 36°) - - - 741. 56
<5 Inflow @ Ex. 42° 0.19 - DA-1 a8 0.4 7.22 0.55 1 I?
<5 Inflow @ D-3, D-4 0.11 - I c2 (half of roof drain) 0.9 7.22 0.71 1
i
i
- Total @ Level Sp - 0.30 DA-1 a8; I c2 (@Q10) -- --
- Total @ Ex. 42° -- 13.77 1 a,b,c; DA-1; IV (@Q10) - - - 75. 321 1
-- Total @ Ex. 42" - 13.77 1 a,b,c; DA-1; IV (@Q100) -- - - 102 ,07i ')
Ex. CB System at Mulford Ct I I 11 I
<5 Inflow at Ex. CB 1 0.42 -- DA-2 0.61 7.22 1.85
Ti
- Ex. 15" RCP flow - 0.42 DA-2 - - - 1
<5 Inflow at Ex. CB 1A 0.38 - II b 0.62 7.22 1.70 I~
T
- Ex. 15° RCP flow - 0.80 DA-2, II b (to US Post Bid) - - - 3!5
(There is an increase of 0. 1.48 cfs due to road expansion.)
Outlet from Bio. Pond/Ex. CB System at McKnight Dr. I
<5 Parking Flow 0.45 - DA-1 al-a7 & b 0.80 7.22 2.60 1
1
- Inflow @ Bio. Pond - 0.45 @ Q10 storm -- - - 2111
- Inflow Routed - 0.45 @Q10 storm (into Inlet 8) - -- -- i
- Inflow Routed - 0.45 @Q100 storm (into Inlet 8) 0.80 9.72 3.50 0?
(Q100 does not overflow into spillway)
- From CB 8 to Ex. 2 -- 0.45 DA-1 al-a7 & b - - - i

11ninTnTr I
i
RUNOFF COMPUTATIONS o 0 o a
dP?IL,?
CONSULTING ENGINEERS4 P
PROJECT: GROW-N-LEARN DAY CARE CENTER ACE JN: 04-004 CM L,MUNIaPAL&SMUMULE GIN S RS
DATE: MARCH 31, 2004 (Revised 1013/04)
SHEET: 3 OF 3
TC PIPE UPPER A EA BASINS C I Qn E in
TO LOWER
<5 Inflow at Ex. CB 2 0.52 - DA-3 0.71 7.22 2.67
T
i
-- Pipe Ex. CB 2 to 3 -- 0.97 DA-3, DA-1 al-a7 & b - - -- 2. ?7
~
<5 Total at Ex. CB 3 0.41 - III b 0.68 7.22 2.01 1
i I
i
~
Pipe Ex. 3 to Out III b, DA-3, DA-1 al-a7 & b
(Total Flow) - 1.38 (into ex. ditch along - -- -- 4
1 8
McKnight Dr. @ Q10)
Pipe Ex. 3 to Out III b, DA-3, DA-1 al-a7 & b
w (Total Flow) - 1.38 (into ex. ditch along - - - 6
1 ?3
McKnight Dr. @ Q100)
(Flow at outlet pipe to existing ditch is 0.28 cfs less at post development due to Bio. Pond)
Total Area Post -- 15.96 Total flow exiting site @ Q10 storm 8 .
• Runoff from Postdevelopment is 3.56 cfs more than Predevelopment at Q10 storm!
i
COEFFICIENT COMPUTATIONS
PROJECT: Knightdale Day Care Center ACE JIM: 04-004
DATE: October 4, 2004
SHEET: 1 of 1
InnMIr
a0oa
CONSULTING ENGINEERS PA
MIL, MUNICIPAL • STRUCTURAL ENGIN
(Cr Ar /
c? _
Z A,
Basin Area 1 C 1 Area 2 C 2 Area 3 C 3 Acreage Coefficie Area- fficie
n tei
t
Existing Basins
I a 5.46 0.75 (Assumes full development) 5.46 0.75
1 b-d 2.17 0.35 2.17 0.35
II a 0.04 0.95 0.34 0.35 0.38 0.41
II b 0.09 0.95 0.13 0.35 0.22 0.60
III a 0.29 0.95 0.38 0.35 0.67 0.61
III b 0.21 0.95 0.20 0.4 0.41 0.68
IV 6.65 0.8 (Assumes full development) 6.65 0.8
Proposed Basins
I a 5.46 0.75 (Assumes full development - existing) 5.46 0.75
1 b 0.45 0.4 0.43 0.75 0.37 0.75 1.25 0.62
I c1 0.11 0.90 0.11 0.90
I c2 0.11 0.90 0.11 0.90
II b 0.23 0.4 0.15 0.95 0.38 0.62
III b 0.21 0.95 0.20 0.4 0.41 0.68
DA-1 0.125 0.4 0.325 0.95 0.45 0.80
DA-1 a8 0.19 0.4 0.19 0.40
DA-2 0.26 0.4 0.16 0.95 0.42 0.61
DA-3 0.23 0.4 0.29 0.95 0.52 0.71

Existing Woods/Pre Developed Areas 0.35
Landscaped areas (grassed) 0.40
Asphalt/Street areas 0.95
Roof areas 0.90
Full Development Areas (assumed) 0.75 & 0.80
Scenario: Base
3
Ex. C
Ex. 0 ut
Ex. 6 to
V
Title: Knightdale Day Care Center Project Engineer. Bobby L. Joy?er?
c:1 .. \calculationsUormwaterVine a4.stm Appian Consulting Engineers, P.A. StormCAD v3.0
12/28/04 11:11:33 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT OG708 USA (203)75,5-1666 Pao I
Analysis Results
Scenario: Base
Title: Knightdale Day Care Center
Project Engineer: Bobby L. Joyner, P.E.
Project Date : 03/15/04
Comments: Based on 10 and 100 year storm.
Inlet Rational Flows
Label Inlet Composite Inlet Carryover Total Time Local Local Additional Total Total
Area Rational CA CA Inlet of Intensity Rational Carryover Carryover Flow
(acres) C (acres) (acres) CA Concentration (in/hr) Flaw (cfs) Flow To Inlet
(acres) (min) (cfs) (cfs) (cfs)
1 0.11 0.90 0.10 0.00 0.10 5.00 0.00 7.22 0.72 0.00 0.00
2 1.25 0.62 0.78 0.00 0.78 5.00 0.00 7.22 5.64 0.00 0.00
3 5.46 0.75 4.09 0.00 4.09 5.00 0.00 7.22 29.80 0.00 0.00
Ex. CB 4 3.43 0.80 2.74 0.00 2.74 5.00 0.00 7.22 19.97 0.00 0.00
Ex. CB 5 1.37 0.80 1.10 0.00 1.10 5.00 0.00 7.22 7.98 0.00 0.00
Ex. CB 6 1.85 0.80 1.48 0.00 1.48 5.00 0.00 7.22 10.77 0.00 0.00
Inlots
Label Bypass Inlet Inlet Total Total Total Capture
Target Type Flow Intercepted Bypassed Efficiency
To Inlet Flow Flow (%)
(cfs) (cfs) (cfs)
1 N/A Default 100% Generic Inlet 0.72 0.72 0.00 100.0
2 N/A Default Ditch Inlet 5.64 5.64 0.00 100.0
3 N/A Default 100% Generic Inlet 29.80 29.80 0.00 100.0
Ex. CB 4 N/A Default 100% Generic Inlet 19.97 19.97 0.00 100.0
Ex. CB 5 N/A Default 100% Generic Inlet 7.98 7.98 0.00 100.0
Ex. CB 6 N/A Default 100% Generic Inlet 10.77 10.77 0.00 100.0
Pipes For Network With Outlet: Ex. Out 7
Label On. Number Section Section Pipe Pipe Total Average Up On HGL HGL
Pipe of Shape Size Length Slope System Velocity Invert Invert In Out
Sections (ft) (ft/ft) Flow (ft/s) (ft) (ft) (ft) (ft)
(cfs)
1 to Ex. 5 Ex. to Ex. 6 1 Circular 30 inch 13.00 0.024615 36.16 9.36 281.54 281.22 283.58 282.91
2 to 1 1 to Ex. 5 1 Circular 24 inch 45.00 0.024889 35.44 11.40 282.76 281.64 284.68 283.5
3 to 2 2 to 1 1 Circular 24 inch 216.00 0.022546 29.80 10.99 287.73 282.86 289.59 284.3
Ex. to Ex. 6 Ex. 6 to Ex. 7 1 Circular 36 inch 146.00 0.010479 64.11 9.73 280.55 279.02 283.12 281.7
Ex. 4 to Ex. 5 Ex. to Ex. 6 1 Circular 24 inch 75.00 0.018667 19.97 6.87 281.95 280.55 283.56 283.1;
Ex. 6 to Ex. 7 None 1 Circular 36 inch 32.00 0.152812 74.88 16.18 279.02 274.13 281.74 275.6:
Structures For Notwork With Outlet: Ex. Out 7
Label Hydraulic Hydraulic Calculated Total System System
Grade In Grade Out Headless System Flow Time Intensity
(ft) (ft) (ft) Flow (min) (in/hr)
(cfs)
1 283.58 283.58 0.00 36.16 5.39 7.22
2 284.68 284.68 0.00 35.44 5.33 7.22
3 289.59 289.59 0.00 29.80 5.00 7.22
Ex. CB 4 283.56 283.56 0.00 19.97 5.00 7.22
Ex. CB 5 283.12 283.12 0.00 64.11 5.42 7.22
Ex. CB 6 281.74 281.74 0.00 74.88 5.67 7.22
Ex. Out 7 275.63 275.63 0.00 74.88 5.70 7.22
Title: Knightdale Day Care Center Project Engineer. Bobby L. Jo+erJ
c:%..lcalculationslstormwaterlline a4.stm Appian Consulting Engineers, P.A. StormCAD J3.0 [:
1228/04 11:11:14 AM Q Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] I P
Scenario: Base
3
E x. C
Ex. 0 ut
Ex. 6 to
Title: Knightdale Day Care Center Project Engineer. Bobby L. Joyner, ,I
c:l..\calculations?stoffnwater\line a3.stm Appian Consulting Engineers, P.A. StormCAD v ?.O
10/05104 05:03:30 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1?
Detailed Report for Inlet: 1
Upstream Piped Flow Summary
Rational Flow 30.08 cfs Total Upstream Flow 30.08 cfs
Total System Pipe Flow
Known Flow 0.00 cfs Additional Flow 0.00 cis
Rational Flaw 30.80 cfs Total System Flow 30.80 cis
Title: KnigNdalo Day Care Center Project Engineer: Bobby L. Jo
c:%..lcalculatior*lstormwatefVine a1stm Appian Consulting Engineers, P.A. StormCAD
10AZI04 05:05:21 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 00708 USA (203) 755-IC,66
Detailed Report for Pipe: 1 to Ex. 5
Scenario: Base
Pipe Characteristics
Material Concrete Length 13.00 ft
Section Shape Circular Mannings n 0.013
Section Size 30 inch Constructed Slope 0.024615 ft/ft
Number of Sections 1 Bend Angie 0.00 degrees
Hydraulic Summary
Total System Flow 30.80 cfs Capacity 64.35 cfs
Profile Description S2 Energy Slope 0.009744 ftrtt
Headloss 0.68 ft Velocity In 7.73 t1/s
Pipe Flow Time 0.02 min Average Velocity 8.74 ft/s
System Flow Tune 5.40 min Velocity Out 9.76 ft/s
Elovations/Dopths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 281.54 287.43 264.04 3.39 1.89 283.43 284.36
Downstrean 281.22 287.05 283.72 3.33 1.53 282.75 284.23
Title: Knightdale Day Care Center Project Engineer. Bobby L. Joyner,,
a?..\caloulations\stormwaterVine a1sim Appian Consulting Engineers, P.A. StormCAD v .0
10/05104 05:05:21 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Pa
Detailed Report for Inlet: 2
Scenario: Base
General
x
Y 10,065.09 It
9,905.77 ft Calculated Station 2+28 ft

Elevations
Ground Elevation
Rim Elevation
Sump Elc ion 287.88 ft
287.88 It
282.76 ft Hydraulic Grade In
Hydraulic Grade Out 264.62 ft
284.62 ft

Headlosses
Structure Headloss
Headless Method
Absolute Headkxss 0.00 It
Absolute
0.00 It Exit Discharge
Exit Velocity
Exit Vcloc-4 Head 30.08 cfs
9.87 ft/s
1.51 It

Flow Summary
Total System Flaw
System Flow Time
System Intensity
System Contributing Area 30.08 cfs
5.33 min
7.22 in/ty
4.13 acres Rational Flow
Known Flow
Additional Flow 30.08 cis
0.00 cis
0.00 cfs
Subwatershod Information
Area Inlet
(acres) C
0.05 0.75
Inlet Flow Summary
Inlet Area
Inlet CA
Total Inlet CA
Local Rational Flow
Additional Carryover 0.05 acres
0.04 acres
0.04 acres
0.27 cis
0.00 cfs Composite Rational C
Carryover CA
Local Intensity
Time of Concentration
Total Flow To Inlet 0.75
0.00 acres
7.22 Whr
5.00 min
027 cfs

Inlet Characteristics
Inlet Type
Inlet
Clogging Factor
Bottom Width Ditch Inlet
Ditch Default
50.0 %
3.00 ft Inlet Location
Grate Length
Inlet Section
Side Slope In Sag
250 ft
Ditch Section
4.00 H : V

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 0.27 cfs
0.00 cis
100.0 % Top Width
Ditch Depth 3.40 ft
0.05 ft

External Piped Flow
Known Flow
Extemal CA 0.00 cfs
0.00 acres Additional Flow
External Tc 0.00 cis
0.00 min
Title: Knightdale Day Care Center Project Engineer Bobby L. Jol,
al..lcalculatioes\stormwaterVine a3.sim Appian Consulting Engineers, P.A. StormCAD i
10/05104 05:05:21 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1 GW
Detailed Report for Inlet: 2
Intercepted Flow Summary
Additional Carryover 0.00 cfs Rational Flow 0.27 cfs
Total Intercepted Flow 0.27 cis
Upstream Piped Flow Summary
Known Flow 0.00 cfs Additional Flaw 0.00 cfs
Rational Flow 29.80 cfs Total Upstream Flaw 29.80 cfs
Total System Pipe Flow
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 30.08 cfs Total System Flow 30.08 cfs
Title: Knightdale Day Care Center Prefect Engineer: Bobby L. J '
0 .. \calculationslstormwaterlline a3.stm Appian Consulting Engineers, P.A. StormCAD .0,(1
10/05104 05:05:21 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT OG708 USA (203) 755-1W6 11
Detailed Report for Pipe: 2 to 1
Scenario: Base
Pipe Characteristics
Material Concrete Length 45.00 ft
Section Shape Circular Mannings n 0.013
Section Size 24 inch Constructed Slope 0.024889 ftM
Number of Sections 1 Bend Angle 0.00 degrees
Hydraulic Summary
Total System Flow 30.08 cfs Capacity 35.69 cis
Profile Description S2 Energy Slope 0.018464 ft/ft
Headloss 1.47 ft Velocity In 9.87 ft/s
Pipe Flow Time 0.07 min Average Velocity 10.81 ft/s
System Flow Time 5.33 min velocity out 11.75 ft/s
Elovations/Dopths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 28276 287.88 284.76 3.12 1.86 284.62 286.14
Downstrean 281.64 287.43 283.64 3.79 1.52 283.16 285.31
Title: Knightdale Day Care Center Project Engineer Bobby L. J<
c:l..balculations\stormvwatcAine a3.stm Appian Consulting Engineers, P.A. StormCAD
10105/04 05:05:21 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Detailed Report for Inlet: 3
Scenario: Base
General
x
Y 10,076.92 ft
9,950.85 ft Calculated Station 4+44 It

Elevations
Ground Elevation
Rim EkNation
Sump Elevation 292.00 ft
29250 ft
287.73 ft Hydraulic Grade In
Hydraulic Grade Out 289.59 ft
289.59 ft

Headlosses
Structure Headloss
Headloss Method
Absolute Headiss 0.00 ft
Absolute
0.00 ft E)dt Discharge
E)dt Velocity
E)dt Velocity Head 29.80 cis
9.79 fVs
1.49 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Cont ibu ing Area 29.80 cfs
5.00 min
7.22 inlhr
4.09 acres Rational Flaw
Known Flow
Additional Flow 29.80 cfs
0.00 cfs
0.00 cfs
Subwatershod Information
Area Inlet
(acres) C
5.46 0.75
Inlet Flaw Summary
Inlet Area
Inlet CA
Total Inlet CA
Local Rational Flow
Additional Carryover 5.46 acres
4.09 acres
4.09 acres
29.80 cfs
0.00 cfs Composite Rational C
Carryover CA
Local Intensity
Time of Concentration
Total Flow To Inlet 0.75
0.00 acres
7.22 iryhr
5.00 min
29.80 cfs

Inlet Characteristics
Inlet Type Generic Inlet
Inlet Generic Default 100%
Road Cross Slope 0.020 ft/ft
Gutter Cross Slope 0.020 tuft Inlet Location
Inlet Section
Depressed Gutter
Gutter Width In Sag
Gutter Section
false
0.00 ft

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flaw
Capture Efficiency 29.80 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 It
0.00 ft

6demal Piped Flow
Known Flow
External CA 0.00 cis
0.00 acres Additional Flow
E)demal Te 0.00 cis
0.00 min
Title: Knightdale Day Care Center Project Engineer: Bobby L. Ja
c:V..\calculationslstorrnwaterlline a3.stm Appian Consulting Engineers, P.A. StormCAD,
10/05104 05:05:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Detailed Report for Inlet: 3
Intercepted Flow Summary
Additional Carryover 0.00 cis Rational Flow 29.80 cfs
Total Intercepted Flow 29.80 cfs
Upstream Piped Flow Summary
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flaw 0.00 cis Total Upstream Flow 0.00 cfs
Total System Pipe Flow
Known Flow 0.00 cis Additional Flow 0.00 cfs
Rational Flaw 29.80 cfs Total System Flow 29.80 cfs
Title: Knightdale Day Care Center Projod Enginew. Bobby L. Joyner'p
c:1..lcalculations?storrrrwvaterVine a3.stm Appian Consulting Engineers, P.A. StormCAD 3.0 [ --
10/05/04 05:05:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] PI
Detailed Report for Pipe: 3 to 2
Scenario: Base
Pipe Characteristics
Material Concrete Length 216.00 ft
Section Shape Circular Mannings n 0.013
Section Size 24 inch Constructed Slope 0.022546 fUR
Number of Sections 1 Bend Angle 0.00 degrees
Hydraulic Summary
Total System Flow 29.80 cfs Capacity 33.97 cfs
Profile Description S2 Energy Slope 0.020626 tuft
Headloss 5.28 ft Velocity in 9.79 ft/s
Pipe Flow Time 0.33 min Average Velocity 10.99 ft/s
System Flow Time 5.00 min Velocity out 12.19 ft/s
Elovations/Dopths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 287.73 292.00 289.73 2.27 1.86 289.59 291.08
Downstrean 282.86 287.88 264.86 3.02 1.45 284.31 286.62
Mossago List
Message List
Warning: Fails minimum cover constraint.
Title: Knightdale Day Caro Center Project Engineer. Bobby L. Ji
al..lcalculations\stomnraterlline a3.stm Appian Consulting Engineers, P.A. StormCAD
10105104 05:05:72 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Detailed Report for Pipe: Ex. to Ex. 6
Scenario: Base
Pipe Characteristics
Material Concrete Length 146.00 ft
Section Shape Circular Mannings n 0.013
Section Size 36 inch Constructed Slope 0.010479 ftrtt
Number of Sections 1 Bend Angle 0.00 degrees

Hydraulic Summary
Total System Flow 58.74 cfs Capacity 68.27 cfs
Profile Description Composite: S1/S2 Energy Slope 0.010305 ftRt
Headloss 1.36 ft Velocity In 9.40 ft/s
Pipe Flow Time 0.27 min Average Velocity 9.15 ft/s
System Flow Time 5.42 min Velocity Out 8.89 ft/s
Eiovations/Dopths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 280.55 287.05 283.55 3.50 2.48 283.03 284.40
Downstrean 279.02 287.44 28202 5.42 2.65 281.67 282.90
Mossago List
Message List
Waring: Hydraulic jump formed.
Waring: Critical depth assumed upstream.
Title: Knightdale Day Caro Center Project Engineer. Bobby L. Jo) nerd
c:\...\calculations\stomnrater%line a3.stm Appian Consulting Engineers, P.A. StormCAD 3.0
10105/04 05:05:72 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Pal
Detailed Report for Pipe: Ex. 4 to Ex. 5
Scenario: Base
Pipe Characteristics
Material Concrete Length 75.00 ft
Section Shape Circular Mannings n 0.013
Section Size 24 inch Constructed Slope 0.018667 ft/ft
Number of Sections 1 Bend Angle 0.00 degrees
Hydraulic Summary
Total System Flow 19.97 cfs Capacity 30.91 cfs
Profile Description Composite: Pressure/S1/S2 Energy Slope 0.009956 RM
Headloss 0.53 ft Velocity In 7.39 ft/s
Pipe Flow Time 0.18 min Average Velocity 6.87 ft/s
System Flow Time 5.00 min velocity out 6.36 ft/s
Elovations/Dopths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 281.95 289.45 283.95 5.50 1.61 283.56 284.40
Dowm&can 280.55 287.05 28255 4.50 2.48 283.03 283.66
Mossago List
Message List
Warning: Hydraulic jump formed.
Warning: Critical depth assumed upstream.
Title: Knightdale Day Care Center Project Engineer: Bobby L. Joyner. I
c:1..lcalculationsLstormwaterlline a1stm Appian Consulting Engineers, P.A. StormCAD 0.0 [: -
10/05/04 05:05:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-16W Pag(
Detailed Report for Pipe: Ex. 6 to Ex. 7
Scenario: Base
Pipe Characteristics
Material Concrete Length 24.00 ft
Section Shape Circular Mannings n 0.013
Section Size 36 inch Constricted Slope 0.152917 ftM
Number of Sections 1 Bend Angle 0.00 degrees

Hydraulic Summary
Total System Flaw 69.51 cfs Capacity 260.81 cfs
Profile Description S2 Energy Slope 0.027142 fUlt
Headloss 4.81 ft Velocity In 10.52 ft/s
Pipe Flow Time 0.03 min Average Velocity 14.98 ft/s
System Flow Time 5.69 min velocity out 19.44 ft/s
Elovations/Depths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 279.02 287.44 282.02 5.42 2.65 281.67 283.39
Downstrean 275.35 275.35 278.35 -3.00 1.51 276.86 282.74
Mossage List
Message List
Warning: Fails mabmum slope constraint.
Warning: Faits minimum cover constraint.
Warning: Fails ma)dmum velocity constraint.
Title: Knightdale Day Care Center Project Engineer: Bobby L. J(
c:1..\calculationsUorn7waterVine a3.stm Appian Consulting Engineers, P.A. StormCAD
10105104 05:05:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Detailed Report for Inlet: Ex. CB 4
Scenario: Base
General
X
Y 10,148.57 ft
9,892.84 ft Calculated Station 2+45 ft

Elevations
Ground Elevation
Rim Elevation
Sump Elevation 289.45 ft
289.45 ft
281.95 ft Hydraulic Grade In
Hydraulic Grade Out 283.56 ft
283.56 ft

Headlosses
Structure Headloss
Headloss Method
Absolute Headloss 0.00 ft
Absolute
0.00 ft 6dt Discharge
Exit Velocity
Exit Velocity Head 19.97 cfs
7.39 ft/s
0.85 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Contributing Area 19.97 cis
5.00 min
7.22 kvbr
2.74 acres Rational Flow
Known Flow
Addition.-al Flow 19.97 cfs
0.00 cfs
0.00 cis
Subwatershod Information
Area Inlet
(acres) C
3.43 0.80
Inlet Flow Summary
Inlet Area
Inlet CA
Total Inlet CA
Local Rational Flow
Additional Carryover 3.43 acres
2.74 acres
2.74 acres
19.97 cis
0.00 cfs Composite Rational C
Carryover CA
Local Intensity
Time of Concentration
Total Flow To Inlet 0.80
0.00 acres
7.22 in/hr
5.00 min
19.97 cfs

Inlet Characteristics
Inlet Type
Inlet Gene
Road Cross Slope
Gutter Cross Slope Generic Inlet
ric Default 100%
0.020 ft/ft
0.020 ft/ft Inlet Location
Inlet Section
Depressed Gutter
Gutter Width In Sag
Gutter Section
false
0.00 ft

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 19.97 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 ft
0.00 ft

E)demal Piped Flow
Known Flow
E)demal CA 0.00 cfs
0.00 acres Additional Flow
E)demal Tc 0.00 cfs
0.00 min
Title: Knightdale Day Care Center Project Engineer. Bobby L. Joyner',
c:\...NcalculationsLstomawaterVine a3.stm Appian Consulting Engineers, P.A. StormCAD 13.0,
10105/04 05:05:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (2W)755-1666 Pa£
Detailed Report for Inlet: Ex. CB 4
Intercepted Flow Summary
Additional Carryover
Total Intercepted Flaw 0.00 cfs
19.97 cfs Rational Flow 19.97 cfs

Upstream Piped Flaw Summary
Known Flow
Rational Flow 0.00 cis
0.00 cfs Additional Flow
Total Upstream Flow 0.00 cis
0.00 cis

Total System Pipe Flow
Known Flow
Rational Flow 0.00 cfs
19.97 cfs Additional Flow
Total System Flow 0.00 cfs
19.97 cis
Title: Knightdalo Day Care Center Project Engineer. Bobby L. Joyner]
al..\calculationslstormwaterUine a3.stm Appian Consulting Engineers, P.A. StormCAD X3.0
10105/04 05:05:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] I pal'
Detailed Report for Inlet: Ex. CB 5
Scenario: Base
General
X
Y 10,100.73 ft
9,888.84 ft Calculated Station 1+70 ft

Elevations
Ground Elevation
Rim Elevation
Sump Elevation 287.05 ft
287.05 ft
280.55 ft Hydraulic Grade In
Hydraulic Grade Out 283.03 ft
283.03 ft

Headlosses
Structure Headloss
Headk= Method
Absolute Headloss 0.00 ft
Absolute
0.00 ft Exit Discharge
Exit Velocity
Exit Velocity Head 58.74 cfs
9.40 ft/s
1.37 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Contributing Area 58.74 cfs
5.42 min
7.22 h1hr
8.07 acres Rational Flow
Known Flow
Additional Flow 58.74 cfs
0.00 cfs
0.00 cis
Subwatorshed Information
Area Inlet
(acres) C
1.37 0.80
Inlet Flow Summary
Inlet Area
Inlet CA
Total Inlet CA
Local Rational Flow
Additional Carryover 1.37 acres
1.10 acres
1.10 acres
7.98 cfs
0.00 cis Composite Rational C
Carryover CA
Local Intensity
Time of Concentration
Total Flow To Inlet 0.80
0.00 acres
7.22 irUhr
5.00 min
7.98 cfs

Inlet Characteristics
Inlet Type Generic Inlet
Inlet Generic Default 100%
Road Cross Slope 0.020 ft/ft
Gutter Cross Slope 0.020 ft/ft Inlet Location
Inlet Section
Depressed Gutter
Gutter Width In Sag
Gutter Section
false
0.00 ft

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 7.98 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 ft
0.00 ft

External Piped Flow
Known Flow
External CA 0.00 cis
0.00 acres Additional Flow
External Tc 0.00 cfs
0.00 min
Title: Knightdale Day Care Center Project Engineer. Bobby L. Joyiwr? I
c:V..IcalculationsUomiwaterVine a3.stm Applan Consulting Engineers, PA StormCAD ?3.0 (:
10105/04 05:05:22 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] IPa l
Detailed Report for Inlet: Ex. CB 5
Intercepted Flow Summary
Additional Carryover
Total Intercepted Flow 0.00 cis
7.98 cfs Rational Flow 7.98 cfs

Upstream Piped Flow Summary
Known Flow
Rational Flow 0.00 cfs
50.77 cfs Additional Flow
Total Upstream Flaw 0.00 cfs
50.77 cis

Total System Pipe Flow
Known Flow
Rational Flow 0.00 cfs
58.74 cis Additional Flaw
Total System Flow 0.00 cis
58.74 cfs
Title: Knightdale Day Caro Center Project Engineer. Bobby L. J t P.f
c:\..\calculations\stoanwaterVine a3.stm Appian Consulting Engineers, P.A. StormCAD V3.9 311
10/05/04 05:05:22 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] 1 P:) 0 1
Detailed Report for Inlet: Ex. CB 6
Scenario: Base
General
X 10,070.17 ft Calculated Station 0+24 ft
Y 9,833.98 ft

Elevations
Ground Elevation 287.44 ft Hydraulic Grade In 281.67 ft
Rim Elevation 287.44 ft Hydraulic Grade Out 281.67 ft
Sump Elevation 279.02 ft

Headlosses
Structure Headless 0.00 ft Exit Discharge 69.51 cfs
Headless Method Absolute Exit Velocity 10.52 ft/s
Absolute Headless 0.00 ft Exit Velocity Head 1.72 ft

Flow Summary
Total System Flow 69.51 cfs Rational Flow 69.51 cfs
System Flow Time 5.69 min Known Flow 0.00 cfs
System Intensity 7.22 in/hr Additional Flow 0.00 cfs
System Contributing Area 9.55 acres
Subwatershed Information
Area Inlet
(acres) C
1.85 0.80
Inlet Flow Summary
Inlet Area
Inlet CA
Total Inlet CA
Local Rational Flow
Additional Carryover 1.85 acres
1.48 acres
1.48 acres
10.77 cfs
0.00 cfs Composite Rational C
Carryover CA
Local Intensity
Time of Concentration
Total Flow To Inlet 0.80
0.00 acres
7.22 in/hr
5.00 min
10.77 cfs

Inlet Characteristics
Inlet Type
Inlet G
Road Cross Slope
Gutter Cross Slope Generic Inlet
eneric Default 100%
0.020 ft/ft
0.020 ft/ft Inlet Location
Inlet Section
Depressed Gutter
Gutter Width In Sag
Gutter Section
false
0.00 R

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 10.77 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 ft
0.00 ft

External Piped Flow
Known Flow
External CA 0.00 cfs
0.00 acres Additional Flow
External Tc 0.00 cfs
0.00 min
Title: Knightdale Day Care Center Prood Engineer. Bobby L. J rI I
0 ..\calculations\stomtwaterVino a3.stm Appian Consulting Engineers, P.A. StormCAD?0 ?:
10/05/04 05:05:22 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] iPa??
Detailed Report for Inlet: Ex. CB 6
Intercepted Flow Summary
Additional Carryover 0.00 cfs Rational Flow 10.77 cfs
Total Intercepted Flow 10.77 cfs
Upstream Piped Flaw Summary
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 58.74 cfs Total Upstream Flow 58.74 cfs
Total System Pipe Flow
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 69.51 cfs Total System Flow 69.51 cfs
Title: Knightdale Day Care Center
c:k..lcalculationslstornrnaterVine a3.stm Appian Consulting Engineers, P.A.
10105/04 05:05:22 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 067013 USA
Project Engineer: Bobby L. Jc
StormCAD
[phone] IPaT
Detailed Report for Outlet: Ex. Out 7
Scenario: Base
General
X 10,049.29 ft Station 0+00 ft
Y 9,852.42 ft
Elevations
Ground Elevation 275.35 ft Hydraulic Grade In 276.86 ft
Rim Elevation 275.35 ft Tailwater Condition Free Outfall
Sump Elevation 275.35 ft Tailwater Elevation N/A ft
Flow Summary
Total System Flow 69.51 cis Rational Flow 69.51 cfs
System Flow Time 5.71 min Known Flow 0.00 cfs
System Intensity 7.22 in/hr Additional Flow 0.00 cfs
System Contributing Area 9.55 acres Total Lost Flow 0.00 cfs
Title: Knightdale Day Care Center Project Engineer: Bobby L. J<
c:l..balcutationsUormwatefUine a3.stm Appian Consulting Engineers, P.A. StormCAD
10106/04 08:21:37 AM ©Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203)75-'-IC-66
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Profile
Scenario: Base
Label: Ex. CB 4
Rim: 289.45 ft
Sump: 281.95 ft
---- -i- --- 290.00
Label: Ex. CB 5
Rim: 287 0-5jft -- -- - - 2 8 9.0 0
Sump. 28.0.5'5 ft
,_ -- - --!;-- --- - { 288.00
_ _L___ -- -I ----- - 287.00
Label. Ex. 4 to Ex.1 5
---U p--In ve-rt:.--2.8-1-- 9-5---ft- -- --- - 2 8 6.0 0
Dn Invert: 280.55 ft
-Len;gth: 75.00 It 285.00
Size: 24 inch
-S._0.018-6671t/ft -? - 284.00
-- --- -} - -- - 283.00
-- - - - -- -- - ---- --- - 2 8 2.0 0
281 .00
- -- - -- -- - - - ! 280.00
1+70 1+90 2+10 2+30 2+50
Elevation (ft)
Station -(ft)
itle: Knightdale Day Care Center _ Project Engineer: Bobby L. Joyner, P. E.
..r.}•:C.:.-iiiliY3:1Fi0 ?!i$Ii1MFi? f'w stOfT fi?'t? Va a-?t?ff
1 ` 44 I AI C Haestad Methods. Inc. 37 Brookside Road Waterbury. CT 06708 USA [phone]
Scenario: Base
Ex 1A to 1B EX 1 to 1A
Ex CB 1 B Ex CB 1A Ex C
Title: Grow-N-Learn Child Care Center
c:l..lstomiwaterlo:asting at mulford ct.stm Applan Consulting Engineers, P.A.
10104104 03:35:05 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA
Project Engineer: Bobby L. Jo,
StormCAO 1
[phone]
Analysis Results
Scenario: Base
Title: Grow-N-1-cam Child Care Center
Project Engineer: Bobby L. Joyner, P.E.
Project Date: 08106/04
Comments: Based on 2 year stone.
Inlet Rational Flows
Label Inlet Composite Inlet Carryover Total Time Local Local Additional Total Total
Area Rational CA CA Inlet of Intensity Rational Carryover Carryover Flow
(acres) C (acres) (acres) CA C oncentration (in/hr) Flow (cfs) Flow To Inlet
(acres) (min) (cfs) (cfs) (efs)
Ex CB 1 0.42 0.61 0.26 0.00 0.26 5.00 0.00 5.76 1.49 0.00 0.00
Ex CB 1A 0.38 0.62 0.24 0.00 0.24 5.00 0.00 5.76 1.37 0.00 0.00
Inlots
Label Bypass Inlet Inlet Total Total Total Capture
Target Type Flow Intercepted Bypassed Efficiency
To Inlet Flaw Flaw M
(cfs) (cfs) (cfs)
Ex CB 1 <Automatic> DI-3 Combination Inlet 1.49 1.06 0.43 71.2
Ex CB 1A <Automatic> DI-3 Combination Inlet 1.37 0.99 0.37 72.6
Pipos For Network With Outlet: Ex CB 1B
Label Dn. Number Section Section Pipe Pipe Total Average Up Dn HGL HGL
Pipe of Shape S¢e Length Slope System Velocity Invert Invert In Out
Soctions (ft) 01/11) Flow (ft/s) (ft) (ft) (ft) (1)
(cfs)
EX 1 to 1A Ex 1A to 1 B 1 Circular 15 inch 27.00 -0.004074 1.06 1.67 281.39 281.50 282.13 282.07
Ex 1 A to 1 B None 1 Circular 15 inch 114.00 0.015263 2.05 3.24 281.50 279.76 282.07 280.50
Structuros For Notwork With Outlot: Ex CB 1B
Label Hydraulic Hydraulic Calculated Total System System
Grade In Grade Out Headloss System Flow Time Intensity
(ft) (ft) (ft) Flow (min) (in/hr)
(cfs)
Ex CB 1 282.13 282.13 0.00 1.06 5.00 5.76
Ex C13 1A 282.07 282.07 0.00 2.05 5.27 5.76
Ex CB 1 B 280.50 280.50 0.00 2.05 5.86 5.76
Title: Grow-N-Learn Child Care Center Project Engineer: Bobby L. J<
c:l..lstormwaterle)dsting at mulford ct.stm Appian Consulting Engineers, PA StormCAD
10105104 03:12:12 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-16661 P
Detailed Report for Pipe: EX 1 to 1A
Scenario: Base
Pipe Characteristics
Material Concrete Length 27.00 ft
Section Shape Circular Mannings n 0.013
Section Size 15 inch Constructed Slope -0.004074 ft/ft
Number of Sections 1 Bend Angle 0.00 degrees

Hydraulic Summary
Total System Flow 1.06 cis Capacity -4.12 cis
Profile Description A2 Energy Slope 0.001008 ft/ft
Headioss 0.05 ft Velocity In 1.41 ft/s
Pipe Flow Time 0.27 min Average Velocity 1.67 ft/s
System Flaw Tune 5.00 min Velocity Out 1.94 ft/s
Elevations/Depths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 281.39 284.28 282.64 1.64 0.74 282.13 282.16
Downstrean 281.50 284.29 282.75 1.54 0.57 282.07 282.13
Message List
Message List
Warning: Fails minimum cover constraint.
Warning: Fails minimum slope constraint.
Warning: Fails minimum velocity constraint.
Warning: Adverse profile.
Warning: Slope is adverse (negative).
Title: Grow-N-Learn Child Care Center Projed Engineer. Bobby L. Jm
c:1-Nstormwate0existing at mulford d.stm Appian Consulting Engineers, P.A- StormCAD
10/05/04 03:12:01 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Detailed Report for Pipe: Ex 1A to 1 B
Scenario: Base
Pipe Characteristics
Material Concrete Length 114.00 ft
Section Shape Circular Mannings n 0.013
Section Size 15 inch Constructed Slope 0.015263 ft/ft
Number of Sections 1 Bend Angle 0.00 degrees

Hydraulic Summary
Total System Flow 2.05 cfs Capacity 7.98 cfs
Profile Description Composite: S1/S2 Energy Slope 0.014703 ft/ft
Headloss 1.57 ft Velocity In 3.76 ft/s
Pipe Flow Time 0.59 min Average Velocity 3.24 ft/s
System Flow Time 5.27 min Velocity Out 2.71 ft/s
Elevations/Dopths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 281.50 284.29 282.75 1.54 0.57 282.07 282.29
Downstrean 279.76 283.43 281.01 242 0.74 280.50 280.61
Mossage List
Message List
Warning: Fails minimum cover constraint.
WamkV: Hydraulic jump formed.
Warning: Critical depth assumed upstream.
Title: Grow-N-Learn Child Care Center Project Engineer. Bobby L. J(
c:l..\stormvwater\e)dsting at mulford ct.stm Appian Consulting Engineers, P.A. StonnCAD
10/05/04 03:12:02 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
E'
19
,7e ;a
Detailed Report for Inlet: Ex CB 1
Scenario: Base
General
x 10,038.72 ft Calculated Station 1+41 ft
Y 10,002.24 ft

Elevations
Ground Elevation 284.28 ft Hydraulic Grade In 282.13 ft
Rim Elevation 264.28 ft Hydraulic Grade Out 282.13 ft
Sump Elevation 281.39 ft

Headiosses
Structure Headless 0.00 ft Exit Discharge 1.06 cfs
Headloss Method Absolute E)dt Velocity 1.41 ft/s
Absolute Headless 0.00 ft Exit Velocity Head 0.03 ft

Flow Summary
Total System Flow 1.06 cfs Rational Flow 1.06 cfs
System Flow Time 5.00 min Known Flow 0.00 cfs
System Intensity 5.76 in/hr Additional Flow 0.00 cfs
System Contributing Area 0.18 acres
Subwatershed Information
Area Inlet
(acres) C
0.42 0.61
Inlet Flow Summary
Inlet Area 0.42 acres Composite Rational C 0.61
Inlet CA 0.26 acres Carryover CA 0.00 acres
Total Inlet CA 0.26 acres Local Intensity 5.76 in/hr
Local Rational Flow 1.49 cfs Time of Concentration 5.00 min
Additional Carryover 0.00 cfs Total Flow To Inlet 1.49 cfs

Inlet Characteristics
Inlet Type Combination Inlet Inlet Location On Grade
Inlet Combination DI-3 Curb Opening Length 3.00 ft
Grate Length 3.00 ft Clogging Factor 0.0 %
Inlet Section Gutter Section Road Cross Slope 0.020 ft/It
Depressed Gutter true Gutter Cross Slope 0.040 ft/ft
Gutter Width 2.00 ft Bypass Target <Automatic>
Longitudinal Slope 0.010000 fun Mannings n 0.015
Inlet Hydraulic results
Total Intercepted Flow 1.06 cfs Gutter Spread 7.77 ft
Total Bypassed Flow 0.43 cfs Gutter Depth 0.20 ft
Capture Efficiency 71.2 %
External Piped Flow
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Title: Grow-N-Learn Child Caro Centex Project Engineer. Bobby L. Jd
c:X...lstonnwater\existing at mulford ct.stm Appian Consulting Engineers, P.A. StormCAD I
10105/04 03:12:02 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Detailed Report for Inlet: Ex CB 1
E)demal Piped Flaw
E)demal CA 0.00 acres E)demal Tc 0.00 min
Intercepted Flow Summary
Additional Carryover 0.00 cfs Rational Flow 1.06 cfs
Total Intercepted Flow
I 1.06 cfs
Upstream Piped Flow Summary
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 0.00 cfs Total Upstream Flow 0.00 cfs
Total System Pipe Flow
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 1.06 cfs Total System Flow 1.06 cfs
Mossago List
Message List
Warning: No bypass target specified. Bypass is assumed to travel to Ex CB 1 B.
Title: Grow-N-Loam Child Care Center Project Engineer Bobby L. Joir r
c:\..\stormwaterlexisting at mulford ct.stm Appian Consulting Engineers, P.A. StonnCAD 3.0
10105104 03:12:02 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] 1'.
i
Detailed Report for Inlet: Ex CB 1A
Scenario: Base
General
x 9,980.80 ft Calculated Station 1+14 ft
Y 10,002.24 ft

Elevations
Ground Ekvation 284.29 ft Hydraulic Grade In 282.07 ft
Rim Elevation 284.29 ft Hydraulic Grade Out 282.07 ft
Sump Elevation 281.50 ft

Headlosses
Structure Headloss 0.00 ft Exit Discharge 2.05 cis
Headloss Method Absolute Exit Velocity 3.76 ft/s
Absolute Headloss 0.00 ft Exit Velocity Head 0.22 ft

Flow Summary
Total System Flow 2.05 cfs Rational Flow 2.05 cfs
System Flow Time 5.27 min Known Flow 0.00 cfs
System Intensity 5.76 in/hr Additional Flow 0.00 cis
System Contributing Area 0.35 acres
Subwatorshed Information
Area Inlet
(acres) C.
0.38 0.62
Inlet Flow Summary
Inlet Area 0.38 acres Composite Rational C 0.62
Inlet CA 0.24 acres Carryover CA 0.00 acres
Total Inlet CA 0.24 acres Local Intensity 5.76 in/hr
Local Rational Flow 1.37 cis Time of Concentration 5.00 min
Additional Carryover 0.00 cfs Total Flow To Inlet 1.37 cfs

Inlet Characteristics
Inlet Type Combination Inlet Inlet Location On Grade
Inlet Combination DI-3 Curb Opening Length 3.00 ft
Grate Length 3.00 ft Clogging Factor 0.0 %
Inlet Section Gutter Section Road Cross Slope 0.020 ft/ft
Depressed Gutter true Gutter Cross Slope 0.040 t1/ft
Gutter Width 2.00 ft Bypass Target <Automatic>
Longitudinal Slope 0.010000 ft/ft Mannings n 0.015
Inlet Hydraulic results
Total Intercepted Flow 0.99 cfs Gutter Spread 7.51 It
Total Bypassed Flow 0.37 cfs Gutter Depth 0.19 ft
Capture Efficiency 72.6 %
External Piped Flow
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Title: Grow-N-Learn Child Care Center Project Engineer. Bobby L. Jo,
c:\..\stormwaterlexisting at mulford ct.stm Appian Consulting Engineers, P.A. StormCAD
10/05/04 03:12:02 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT OG708 USA [phone]
Detailed Report for Inlet: Ex CB 1A
Extemal Piped Flow
E)demal CA 0.00 acres External Tc 0.00 min
Intercepted Flow Summary
Additional Carryover 0.00 cfs Rational Flow 0.99 cfs
Total Intercepted Flow 0.99 cfs
Upstream Piped Flow Summary
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 1.06 cfs Total Upstream Flow 1.06 cfs
Total System Pipe Flow
Known Flow 0.00 cfs Additional Flow 0.00 cfs
Rational Flow 205 cfs Total System Flow 205 cfs
Mossago List
Message List
Warning: No bypass target specified. Bypass is assumed to travel to Ex CB 1 B.
Title: Grow-N-Learn Child Caro Center Projoct Engineer. Bobby L. J'
c:\..\stom?water\wdsting at mulford ct.stm Appian Consulting Engineers, P.A. StormCAIJ .0 11
10/05/04 03:12:02 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1GG6 P
Detailed Report for Outlet: Ex CB 1 B
Scenario: Base
General
x
Y 9,925.12 It
10,000.96 It Station 0+00 It

Elevations
Ground Elevation
Rim Elevation
Sump Elevation 283.43 ft
283.43 ft
279.76 It Hydraulic Grade In
Taitwater Condition
Tailwater Elevation 280.50 ft
User Specified
280.50 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Contributing Area 2.05 cfs
5.86 min
5.76 in/hr
0.35 acres Rational Flow
Known Flow
Additional Flow
Total Lost Flow 2.05 cfs
0.00 cfs
0.00 cfs
0.80 cfs
Title: Grow-N-Learn Child Caro Center Project Engineer: Hobby L. Ji
c:l..lstonTwaterle:dsting at mulford ct.stm Appian Consulting Engineers, P.A. StormCAD
10105104 03:12:02 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Profile
Scenario: Base
Label: Ex C B 1 A
Rim: 284.29 ft
Sump: 281.50 ft
i
i
283.50
282.50
Elevation (ft)
I
77
0+00 0+20 0+40 0+60 0+80
Label:Ex1Ato 113
Up Invert: 281.50 ft
Dn Invert: 279.76 ft
Length: 114.00 ft
Size: 15 inch
S: 0.015263 ft/ft

1+00 1+20
--y 2 81 .5 0
2 8 0.5 0
279.50
1+40 1+60
Station (ft)
Labe I: EX 1 to 1 A
Up Invert: 281.39 ft
Dn Invert: 281.50 ft
Length: 27.00 ft
Size: 15 inch
S: -0.004074 ft/ft
Label: Ex CB 1
Rim: 284.28 ft
Sump: 281.39 ft
- 284.50
-it!e: Grow-N-Learn Child Care Center Proiect-Engineer.BobbyLL.-Joyner,,-P E.
.MCAD 0.0 (319
A?plan Consulting Engineers. A.A. Stor
-
?r nH ksirle Road Waterbur
Scenario: Base
8
8A
CB 2
LX. u u
-itle: Grow-N-Learn Day Care Center Project Engineer. Bobby L. Joyner, PE
-- - - - -
`-•-----?-`?? - -- -' - P=--n ::aa-- ? ^ i.tc?rmCAL3?r]Gi{749i
kside Road
Analysis Results
Scenario: Base
Title: Grow-N-Learn Day Care Center
Project Engi neer: Bobby L. Joyner, PE
Project Date: 03/23/04
Comments: Tie into existing catch basin system using 100 yr storm for output.
Inlet Rational Flows
Label Inlet Composite Inlet Carryover Total Time Local Local Additional Total Total
Area Rational CA CA Inlet of Intensity Rational Carryover Carryover Flow
(acres) C (acres) (acres) CA Co ncentration (In/hr) Flow (cfs) Flow To Inlet
(acres) (min) (cfs) (cfs) (cfs)
8 0.45 0.80 0.36 0.00 0.36 5.00 0.00 7.40 2.69 0.00 0.00
Ex. CB 2 0.52 0.71 0.37 0.00 0.37 5.00 0.00 7.40 2.75 0.00 0.00
Ex. CB 3 0.41 0.68 0.28 0.00 0.28 5.00 0.00 7.40 2.08 0.00 0.00
Inlets
Label Bypass Inlet Inlet Total Total Total Capture
Target Type Flow Intercepted Bypassed Efficiency
To Inlet Flow Flow (%)
(cfs) (cfs) (cfs)
8 N/A Default 100% Generic Inlet 2.69 2.69 0.00 100.0
Ex. CB 2 N/A Default 100% Generic Inlet 2.75 2.75 0.00 100.0
Ex. CB 3 N/A Default 100% Generic Inlet 2.08 2.08 0.00 100.0
Pipes For Network With Outlet: Ex. Outlet
Label On. Number Section Section Pipe Pipe Total Average Up On HGL HGL
Pipe of Shape Size Length Slope System Velocity Invert invert In Out
Sections (ft) (tuft) Flow (ft/s) (ft) (ft) (ft) (ft)
(cfs)
8 to 8A 8A to Ex. CB 2 1 Circular 15 Inch 20.00 0.050000 2.69 6.10 278.67 277.67 279.33 278.06
8A to Ex. CB 2 Ex. CB 2 to 3 1 Circular 15 Inch 13.00 0.050000 2.69 5.83 276.26 275.61 276.92 276.02
Ex. CB 2 to 3 Ex. CB 3 to Ex Out 1 Circular 18 Inch 35.00 0.013429 5.44 3.08 274.28 273.81 276.12 276.03
Ex. CB 3 to Ex Out None 1 Circular 24 Inch 26.00 0.076538 7.52 2.39 273.81 271.82 276.03 276.00
Structures For Network With Outlet: Ex. Outlet
Label Hydraulic Hydraulic Calculated Total System System
Grade In Grade Out Headloss System Flow Time I ntensity
(ft) (ft) (ft) Flow (min) (In/hr)
(cfs)
8 279.33 279.33 0.00 2.69 5.00 7.40
8A 276.92 276.92 0.00 2.69 5.05 7.40
Ex. CB 2 276.12 276.12 0.00 5.44 5.09 7.40
Ex. CB 3 276.03 276.03 0.00 7.52 5.28 7.40
FY Outlet 276.00 276. 0 -00-- -7-5? 5.467_40
Title: row- - earn ay are enter Project Engineer: Bobby L. Joyner, PE
,+ n.. r dti F QI -p-A c.? ren n ?1=5}
4 v ods, nc. rookside Road Waterbury, CT 06708 USA (203) 7E
Detailed Report for Inlet: 8
Scenario: Base
General
X 10,044.98 ft Calculated Station 0+94 ft
Y 10,037.50 ft

Elevations
Ground Elevation 283.50 ft Hydraulic Grade In 279.33 ft
Rim Elevation 284.00 ft Hydraulic Grade Out 279.33 ft
Sump Elevation 278.67 ft

Headlosses
Structure Headloss 0.00 ft Exit Discharge 2.69 cfs
Headloss Method Absolute Exit Velocity 4.11 ft/s
Absolute Headloss 0.00 ft Exit Velocity Head 0.26 ft

Flow Summary
Total System Flow 2.69 cfs Rational Flow 2.69 cfs
System Flow Time 5.00 min Known Flow 0.00 cfs
System Intensity 7.40 in/hr Additional Flow 0.00 cfs
System Contributing Area 0.36 acres
Subwatershed Information
Area Inlet
(acres) C
0.45 0.80
Inlet Flow Summary
Inlet Area 0.45 acres Composite Rational C 0.80
Inlet CA 0.36 acres Carryover CA 0.00 acres
Total Inlet CA 0.36 acres Local Intensity 7.40 in/hr
Local Rational Flow 2.69 cis Time of Concentration 5.00 min
Additional Carryover 0.00 cfs Total Flow To Inlet 2.69 cfs

Inlet Characteristics
Inlet Type Generic Inlet Inlet Location in Sag
Inlet Generic Default 100% Inlet Section Gutter Section
Road Cross Slope 0.020 ft/ft Depressed Gutter false
Gutter Cross Slope 0.020 ft/ft Gutter Width 0.00 ft
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
-
-.??- L-k , ,4Aootan Gonsaltina nalnpprs_ P: A. StormCA v3 0 f31 91
_ 1/ 1 4 : : rur -
Detailed Report for Inlet: 8
Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 2.69 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 ft
0.00 ft

External Piped Flow
Known Flow
External CA 0.00 cfs
0.00 acres Additional Flow
External To 0.00 cfs
0.00 min

Intercepted Flow Summary
Additional Carryover
Total Intercepted Flow 0.00 cfs
2.69 cfs Rational Flow 2.69 cfs

Upstream Piped Flow Summary
Known Flow
Rational Flow 0.00 cfs
0.00 cfs Additional Flow
Total Upstream Flow 0.00 cfs
0.00 cfs

Total System Pipe Flow
Known Flow
Rational Flow 0.00 cfs
2.69 cfs Additional Flow
Total System Flow 0.00 cfs
2.69 cfs
'itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
roo a oa Waterbury, CT 06708 USA (20:
Detailed Report for Pipe: 8 to 8A
Scenario: Base
Pipe Characteristics
Material Concrete Length 20.00 ft
Section Shape Circular Mannings n 0.013
Section Size 15 inch Constructed Slope 0.050000 ft/ft
Number of Sections 1 Bend Angle 0.00 degrees
Hydraulic Summary
Total System Flow 2.69 cfs Capacity 14.44 cfs
Profile Description S2 Energy Slope 0.025394 ft/ft
Headloss 1.26 ft Velocity In 4.11 Ns
Pipe Flow Time 0.05 min Average Velocity 6.10 ft/s
System Flow Time 5.00 min Velocity Out 8.09 ft/s
Elevations/Depths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 278.67 283.50 279.92 3.58 0.66 279.33 279.59
Downstrean 277.67 280.00 278.92 1.08 0.39 278.06 279.08
Message List
Message List
Warning: Falls minimum cover constraint.
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby Joyner,
-tctnrmvr tats vlctinn at mn4nlnht drive arm Avolan Consuttin?EnRlneers-PA StormCAD v3.0 f3191-
i? ,n 1 ii 11 Ill i u^r 171N;71 llllp;A PI1:117,rti'Iii!I
Detailed Report for Junction: 8A
Scenario: Base
General
X
Y 10,025.58 ft
10,019.79 ft Calculated Station
Structure Diameter 0+74 ft
3.00 ft

Elevations
Ground Elevation
Rim Elevation
Sump Elevation 280.00 ft
280.00 ft
276.26 ft Hydraulic Grade In
Hydraulic Grade Out 276.92 ft
276.92 ft

Headlosses
Structure Headloss
Headloss Method
Absolute Headloss 0.00 ft
Absolute
0.00 ft Exit Discharge
Exit Velocity
Exit Velocity Head 2.69 cfs
4.11 ft/s
0.26 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Contributing Area 2.69 cfs
5.05 min
7.40 In/hr
0.36 acres Rational Flow
Known Flow
Additional Flow 2.69 cfs
0.00 cfs
0.00 cfs
Itie: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
:C-lstormwaterlexistlna atmckniaht drive. tm Appian Consulting Engineers,-P.A. - StormCADv3.0 f3i9j-
I II I
Detailed Report for Pipe: 8A to Ex. CB 2
Scenario: Base
Pipe Characteristics
Material Concrete Length 13.00 ft
Section Shape Circular Mannings n 0.013
Section Size 15 Inch Constructed Slope 0.050000 ft/ft
Number of Sections 1 Bend Angle 0.00 degrees
Hydraulic Summary
Total System Flow 2.69 cfs Capacity 14.44 cfs
Profile Description S2 Energy Slope 0.020737 ft/ft
Headloss 0.89 ft Velocity In 4.11 ft/s
Pipe Flow Time 0.04 min Average Velocity 5.83 ft/s
System Flow Time 5.05 min Velocity Out 7.55 ft/s
Elevations/Depths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 276.26 280.00 277.51 2.49 0.66 276.92 277.18
Downstrean 275.61 278.78 276.86 1.92 0.41 276.02 276.91
Message List
Message List
Warning: Falls minimum cover constraint.
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
1_.l=!e-a.-•. e.r? -3 ^v s! makreinht dr.+aM1C..e?? t?? r 'AsemrP? 6lemii6' 131, 98-E34 6}-
Detailed Report for Inlet: Ex. CB 2
Scenario: Base
General
X
Y 10,011.52 ft
10,008.32 ft Calculated Station 0+61 ft

Elevations
Ground Elevation
Rim Elevation
Sump Elevation 278.78 ft
278.78 ft
274.28 ft Hydraulic Grade In
Hydraulic Grade Out 276.12 ft
276.12 ft

Headlosses
Structure Headloss
Headloss Method
Absolute Headloss 0.00 ft
Absolute
0.00 ft Exit Discharge
Exit Velocity
Exit Velocity Head 5.44 cfs
3.08 ft/s
0.15 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Contributing Area 5.44 cfs
5.09 min
7.40 In/hr
0.73 acres Rational Flow
Known Flow
Additional Flow 5.44 cfs
0.00 cfs
0.00 cfs
Subwatershed Information
Area Inlet
(acres) C
0.52 0.71

Inlet Flow Summary
Inlet Area 0.52 acres Composite Rational C 0.71
Inlet CA 0.37 acres Carryover CA 0.00 acres
Total Inlet CA 0.37 acres Local Intensity 7.40 In/hr
Local Rational Flow 2.75 cfs Time of Concentration 5.00 min
Additional Carryover 0.00 cfs Total Flow To Inlet 2.75 cfs

Inlet Characteristics
Inlet Type Generic Inlet Inlet Location In Sag
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
???? - . __i__r??:. - ? _ ?^_r??•• e. crr,sutitrn-t;r ?,?-n..V11Gt
Detailed Report for Inlet: Ex. CB 2
Inlet Characteristics
Inlet Generic Default 100%
Road Cross Slope 0.020 ft/ft
Gutter Cross Slope 0.020 ft/ft Inlet Section
Depressed Gutter
Gutter Width Gutter Section
false
0.00 ft

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 2.75 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 ft
0.00 ft

External Piped Flow
Known Flow
External CA 0.00 cis
0.00 acres Additional Flow
External Tc 0.00 cfs
0.00 min

Intercepted Flow Summary
Additional Carryover
Total Intercepted Flow 0.00 cfs
2.75 cfs Rational Flow 2.75 cfs

Upstream Piped Flow Summary
Known Flow
Rational Flow 0.00 cfs
2.69 cfs Additional Flow
Total Upstream Flow 0.00 cfs
2.69 cfs

Total System Pipe Flow
Known Flow
Rational Flow 0.00 cfs
5.44 cfs Additional Flow
Total System Flow 0.00 cfs
5.44 cfs
itle: Grow-N-Leam Day Care Center Project Engineer: Bobby L. Joyner, PE
0 ini Gi
v a I aterburv. CT 06708 USA (20;
Detailed Report for Pipe: Ex. CB 2 to 3
Scenario: Base
Pipe Characteristics
Material Concrete Length 35.00 ft
Section Shape Circular Mannings n 0.013
Section Size 18 Inch Constructed Slope 0.013429 fttft
Number of Sections 1 Bend Angle 0.00 degrees
Hydraulic Summary
Total System Flow 5.44 cfs Capacity 12.17 cfs
Profile Description Pressure Energy Slope 0.002682 ft/ft
Headloss 0.09 ft Velocity In 3.08 ft /s
Pipe Flow Time 0.19 min Average Velocity 3.08 fUs
System Flow Time 5.09 min Velocity Out 3.08 ft/s
Elevations/Depths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 274.28 278.78 275.78 3.00 1.84 276.12 276.27
Downstrean 273.81 278.68 275.31 3.37 2.22 276.03 276.18
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
4 _
/04 09:16:47 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 8
Detailed Report for Inlet: Ex. CB 3
Scenario: Base
General
X 9,971.84 ft Calculated Station 0+26 ft
Y 9,976.32 ft

Elevations
Ground Elevation 278,68 ft Hydraulic Grade In 276.03 ft
Rim Elevation 278.68 ft Hydraulic Grade Out 276.03 ft
Sump Elevation 273.81 ft

Headlosses
Structure Headloss 0.00 ft Exit Discharge 7.52 cfs
Headloss Method Absolute Exit Velocity 2.39 ft/s
Absolute Headloss 0.00 ft Ebt Velocity Head 0.09 ft

Flow Summary
Total System Flow 7.52 cfs Rational Flow 7.52 cfs
System Flow Time 5.28 min Known Flow 0.00 cfs
System Intensity 7.40 in/hr Additional Flow 0.00 cfs
System Contributing Area 1.01 acres
Subwatershed Information
Area Inlet
(acres) C
0.41 0.68
Inlet Flow Summary
Inlet Area 0.41 acres Composite Rational C 0.68
Inlet CA 0.28 acres Carryover CA 0.00 acres
Total Inlet CA 0.28 acres Local Intensity 7.40 In/hr
Local Rational Flow 2.08 cfs Time of Concentration 5.00 min
Additional Carryover 0.00 cfs Total Flow To Inlet 2.08 cfs
Inlet Characteristics
Inlet Type Generic Inlet Inlet Location In Sag
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
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Detailed Report for Inlet: Ex. CB 3
Inlet Characteristics
Inlet Generic Default 100%
Road Cross Slope 0.020 ft/ft
Gutter Cross Slope 0.020 ft/ft Inlet Section
Depressed Gutter
Gutter Width Gutter Section
false
0.00 ft

Inlet Hydraulic results
Total Intercepted Flow
Total Bypassed Flow
Capture Efficiency 2.08 cfs
0.00 cfs
100.0 % Gutter Spread
Gutter Depth 0.00 ft
0.00 ft

External Piped Flow
Known Flow
External CA 0.00 cfs
0.00 acres Additional Flow
External Tc 0.00 cfs
0.00 min

Intercepted Flow Summary
Additional Carryover
Total Intercepted Flow 0.00 cfs
2.08 cfs Rational Flow 2.08 cfs

Upstream Piped Flow Summary
Known Flow
Rational Flow 0.00 cfs
5.44 cfs Additional Flow
Total Upstream Flow 0.00 cfs
5.44 cfs

Total System Pipe Flow
Known Flow
Rational Flow 0.00 cis
7.52 cfs Additional Flow
Total System Flow 0.00 cfs
7.52 cfs
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, PE
Anolan Cons ulttnap_9lnfL 'rs:-P_A_---- StormCAD v3.0 3t? S}-
Detailed Report for Pipe: Ex. CB 3 to Ex Out
Scenario: Base
Pipe Characteristics
Material Concrete Length 26.00 ft
Section Shape Circular Mannings n 0.013
Section Size 24 inch Constructed Slope 0.076538 ft/ft
Number of Sections 1 Bend Angle 0.00 degrees

Hydraulic Summary
Total System Flow 7.52 cfs Capacity 62.58 cfs
Profile Description Pressure Energy Slope 0.001105 ft/ft
Headloss 0.03 ft Velocity in 2.39 ft/s
Pipe Flow Time 0.18 min Average Velocity 2.39 ft/s
System Flow Time 5.28 min Velocity Out 2.39 ft/s
Elevations/Depths
Invert Ground Crown Cover Depth HGL EGL
(ft) (ft) (ft) (ft) (ft) (ft) (ft)
Upstream 273.81 278.68 275.81 2.87 2.22 276.03 276.12
Downstrean 271.82 271.82 273.82 -2.00 4.18 276.00 276.09
Message List
Message List
Warning: Falls minimum cover constraint.
itle: Grow-N-Learn Day Care Center Project Engineer: Bobby L. Joyner, Pl?-
-? ?. ?? ?? ?t mnkn ?ht rlrivAStm Anotan Consuttlna Engineers,-P.A: _ StormCAD v3.0 (319]-
Detailed Report for Outlet: Ex. Outlet
Scenario: Base
General
X
Y 9,930.24 ft
9,945.92 ft Station 0+00 ft

Elevations
Ground Elevation
Rim Elevation
Sump Elevation 271.82 ft
271.82 ft
271.82 ft Hydraulic Grade In
Taliwater Condition
Tallwater Elevation 276.00 ft
User Specified
276.00 ft

Flow Summary
Total System Flow
System Flow Time
System Intensity
System Contributing Area 7.52 cfs
5.46 min
7.40 inmr
1.01 acres Rational Flow
Known Flow
Additional Flow
Total Lost Flow 7.52 cfs
0.00 cfs
0.00 cfs
0.00 cfs
tle: Grow-N-Learn Day Care Center rcjact EngL?ee-r Scbby L Joyner PE-
t-?<r ., ,ro??.;<rc.gat-mcknicthtdrive.stm AnnianConsult IngEnoInears,-P.A. °?'^ ?'Jat31(31v1-
Profile
Scenario: Base
-----------------
i
L}a be 1:- 8 A-
Rim: 280.00 ft
Slump: 276.26 f
L a b e I?- E x.--C-B--3--L_a b e L_--Ex.__C: B_-2
Rim: 278.68 ft Rim: 278.78' ft?
Sump' 273.81 ftSum'p: 274.2 ft
Label: 8
Rim: 284.00 ft
Sump: 278.67 ft
- n 284.00
11
- II 282.00
'
Label: 8 to 8A
--? 280.00 Up Invert: 278.67 ft
Dn Invert: 277.67 ft
Length: 20.00 ft
Size: 15 inch
- 278.00 S: 0.050000 ft/ft
Elevation (ft)
Label: Ex. Outlet
Rim: 271.82 ft
Sump: 271.82 ft
Label: Ex. CB 3 to Ex Out
Up Invert: 273.81 ft
Dn Invert: 271.82 ft
Length: 26.00 ft
Size: 24 inch
S: 0.076538 ft/ft
-- 1-- - -_ Label: Ex.CB2to3
U Invert: 2 74.2 8 ft
Dn Invert: 273.81 ft
- - Len_gth:-35.0;0-ft
Size:l,18 inch
S: 0.013429 ft/ft
276.00
-------__Label: 8A to Ex. CB 2
Up Invert: 276.26 ft
274.00 Dn Invert: 275.61 ft
Length: 13.00 ft
Size: 15 inch
S: 0.050000 ft/ft
272.00
270.00
0+00 0+20 0+40 0+60 0+80 1+00
Station (ft)
ttle: Grow-N-Leam Day Care Center ject-Engmeer-Bobby-L-JoynerPE
aF .. t r q'i- ter, e pp1an Conzultlnn Enclnaass_? A -S QL:iCAD-Y3-U31 91
S M O Haestad Method"n?T6rooksidd- Road- Waterbury; CT ac3 "5A--(ZU3j 75b=T66 a
Culvert Calculator Report
Ex. 42" Along McKnight Drive @Q100
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Inlet Control HW Elev
Outlet Control HW Elev 283.00 ft
279.57 ft
277.81 ft
279.57 ft Headwater Depth/ Height
Discharge
Tailwater Elevation
Control Type 2.15
98.90 cfs
276.00 ft
Outlet Control

Grades
Upstream Invert
Length 27205 ft
115.00 ft Downstream Invert
Constructed Slope 271.99 ft
0.000522 ft/ft

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream Pressure
WA
WA
10.28 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 4.01 It
N/A ft
3.06 ft
0.008774 tuft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
Concrete
42 inch
1 Mannings Coefficient
Span
Rise 0.013
3.50 ft
3.50 It

Outlet Control Properties
Outlet Control HW Elev
Ke 279.57 ft
0.50 Upstream Velocity Head
Entrance Loss 1.64 ft
0.82 ft

Inlet Control Properties
Inlet Control HW Elev 277.81 ft
Inlet Type Groove end projecting
K 0.00450
M 2.00000
C 0.03170
Y 0.69000 Flaw Control
Area Full
HDS 5 Chart
HDS 5 Scale
Equation Form Submerged
9.6 ft=
1
3
1
Project Engineer: Bobby L.
c:% ..lcalculationslstorrrmaterlexisting.cvm Appian Consulting Engineers, PA Culvertt
10106/04 08:29:11 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755-1 &W
Culvert Calculator Report
Proposed Flow g Ex. 42" @Q100
Solve For: Headwater Elevation
Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation
Inlet Control HW Elev
Outlet Control HW Elev 283.00 ft
279.81 ft
278.03 ft
279.81 ft Headwater Depth/ Height
Discharge
Taitwater Elevation
Control Type 2.22
102.07 cfs
276.00 ft
Outlet Control

Grades
Upstream Invert
Length 272.05 ft
115.00 ft Downstream Invert
Constructed Slope 271.99 ft
0.000522 tt/tt

Hydraulic Profile
Profile
Slope Type
Flow Regime
Velocity Downstream Pressure
WA
N/A
10.61 ft/s Depth, Downstream
Normal Depth
Critical Depth
Critical Slope 4.01 ft
N/A ft
3.09 ft
0.009223 ft/ft

Section
Section Shape
Section Material
Section Size
Number Sections Circular
Concrete
42 inch
1 Mannings Coefficient
Span
Rise 0.013
3.50 ft
3.50 ft

Outlet Control Properties
Outlet Control HW Elev
Ke 279.81 ft
0.50 Upstream Velocity Head
Entrance Loss 1.75 ft
0.87 ft

Inlet Control Properties
Inlet Control HW Elov 278.03 ft
Inlet Type Groove end projecting
K 0.00450
M 2.00000
C 0.03170
Y 0.69000 Flow Control
Area Full
HDS 5 Chart
HDS 5 Scale
Equation Form Submerged
9.6 ftz
1
3
1
Project Engineer. Bobby L.
c:l..\calculations)stomrwateriexisting.cvm Appian Consulting Engineers, PA CuKredmaster
10/06104 08:28:42 AM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1
Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5,445 0.35 1,906 _
Totals 19,602 14,648
• Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1,100 Sq. Ft.
0 Bioretention Size Provided: 1,620 Sq. Ft. (size computed from CAD)
1. RESERVOIR No = 1.
3. S = Ks * Z"b
Ks = 0............
START ELEV = 0.....
STAGE ELEVATION
ft ft
4 0.00 283.00.
5 0.40 283.40.
6 0.50 283.50.
7 1.00 284.00.
8 0.00 0.00.
9 0.00 0.00.
10 0.00 0.00.
11 0.00 0.00.
12 0.00 0.00.
13 0.00 0.00.
14 0.00 0.00.
STAGE / STORAGE TABLE
2. RESERVOIR NAME = BIORET 1....
b = 0..........
INCREMENT = 0...
CO AREA INC STORAGE
sq ft cu ft
1620.... 0
2200.... 764
2345.... 227
3360.... 1426
0....... 0
0....... 0
0....... 0
0....... 0
0....... 0
0....... 0
0....... 0
R to reset
TOT STORAGE
cu ft
0
764
991
2417
0
0
0
0
0
0
0
Change item number: 0
J
OUTLET STRUCTURES
Reservoir: 1
CULVERT STRUC A. Q=CoA [2gh/k] - . 5 CULVERT STRUC B. Q=CoA [2gh/k] ^. 5
1. WIDTH (in) = 15. 9. WIDTH (in) = 0..
2. HEIGHT (in) = 15. 10. HEIGHT (in) = 0..
3. No. BARRELS = 1.. 11. No. BARRELS = 0..
4. INVERT ELEV. = 276 .18... 12. INVERT ELEV. = 0........
5. Co = 0.60 13. Co = 0.60
6. CULVERT LENGTH (ft) = 36.. 14. CULVERT LENGTH (ft) = 0...
7. CULVERT SLOPE (%) = 5... 15. CULVERT SLOPE (o) = 0...
8. MANNING'S N-VALUE _ .013 16. MANNING'S N-VALUE _ .013
17. MULTI-STAGE OPTION ? (YIN) N
WEI R STRUCTURE A. Q=CWLH-EXP WEIR STRUCTURE B. Q=CwLH"EXP
18. CREST LENGTH (ft) = 12..... 23. CREST LENGTH (ft) = 20.....
19. CREST ELEVATION = 283.5.. 24. CREST ELEVATION = 283.75.
20. Cw = 3.00 25. Cw = 3.00
21. EXP = 1.50 26. EXP = 1.50
22. MULTI-STAGE OPTION ? (YIN) Y 27. MULTI-STAGE OPTION ? (YIN) N
Change item number: 0
1 HYDROLOGIC REPORT
0
STAGE / STORAGE / DISCHARGE
RESERVOIR NUMBER = 1
RESERVOIR NAME = BIORET 1.... (* Controlled by Culv Structu
STORAGE VALUES WERE INPUT MANUALLY
DISCHARGE VALUES: CULVERT STRUCT A. Q = .6 *A*[2gh/k]".5 * 1
CULVERT STRUCT B. Q = .6 *A*[2gh/k]".5 * 0
* WEIR STRUCT A. Q = 3 * 12 * H 1.5
WEIR STRUCT B. Q = 3 * 20 * H 1.5
ELEVATION DISCHARGE (cfs)

--------- CULVERT A
---------------- CULVERT B
---------------- WEIR A
----------- WEIR B
--------
283.00 14.71 0.00 0.00 0.00
283.40 15.17 0.00 0.00 0.00
283.50 15.29 0.00 0.00 0.00
284.00 15.85 0.00 12.73 7.50
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.0a
0.00 0.00 0.00 0.00 0.00
STAGE ELEVATION INC STOR TOT STOR OUTFLOW

--------
-------------- cu ft
------------- cu ft
-------------- cfs
-----------
0.00 283.00 0 0 0.00
0.40 283.40 764 764 0.00
0.50 283.50 227 991 0.00
1.00 284.00 1426 2417 20.23
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
1
0
HYDROLOGIC REPORT
10 YR STORM...........
INFLOW ................
......................
Hyd. No. 17
Hydrograph type = RATIONAL
Storm frequency = 10 yr
Time of conc. = 5 min
Runoff coeff. _ .8
HYDROGRAPH DISCHARGE TABLE
Peak discharge
Time interval
Intensity
Basin area
2.60 cfs
1 min
7.22 in/hr
.45 ac
TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
0.02 0.52 0.03 1.04 0.05
0.08 2.60 0.10 2.08 0.12
1.56 0.07 2.08
1.56 0.13 1.04
1
0
HYDROLOGIC REPORT
10 YR STORM...........
ROUTED ................
RATIONAL ..............
Hyd. No. 18
Hydrograph type = RESERVOIR ROUTE Peak discharge = 0.00 cfs
Storm frequency = 10 yr Time interval = 1 min
Inflow hyd. no. = 17 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW ( i ) INFLOW ( j )
hrs cfs cfs
0.03 1.04 1.56
0.05 1.56 2.08
0.07 2.08 2.60
0.08 2.60 2.08
0.10 2.08 1.56
0.12 1.56 1.04
0.13 1.04 0.52
Maximum outflow (cfs) = 0.00
Maximum storage (cu ft) = 779
Maximum elevation (ft) = 283.41
2S/dt-O (i)
cfs
2.08
4.68
8.31
12.99
17.67
21.30
23.90
2S/dt+O (j)
cfs
2.08
4.68
8.31
12.99
17.67
21.30
23.90
.i(1-
1
0
HYDROLOGIC REPORT
100 YEAR STORM........
RATIONAL ..............
INFLOW ................
Hyd. No. 19
Hydrograph type = RATIONAL
Storm frequency = 100 yr
Time of conc. = 5 min
Runoff coeff. _ .8
Peak discharge
Time interval
Intensity
Basin area
3.50 cf
1 min
9.71 in/h
.45 ac
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cf s) (hrs cf s) (hrs cf s) (hrs cfS)
0.02 0.70 0.03 1.40 0.05 2.10 0.07 2.80
0.08 3.50 0.10 2.80 0.12 2.10 0.13 1.40
1
0
HYDROLOGIC REPORT
100 YEAR STORM........
ROUTED ..............
RATIONAL ..............
Hyd. No. 20
Hydrograph type = RESERVOIR ROUTE Peak discharge = 0.13 cfs
Storm frequency = 100 yr Time interval = 1 min
Inflow hyd. no. = 19 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
0.03 1.40 2.10
0.05 2.10 2.80
0.07 2.80 3.50
0.08 3.50 2.80
0.10 2.80 2.10
0.12 2.10 1.40
0.13 1.40 0.70
Maximum outflow (cfs) = 0.13
Maximum storage (cu ft) = 1039
Maximum elevation (ft) = 283.52
2S/dt-O (i)
cfs
2.80
6.29
11.18
17.48
23.77
28.66
32.16
2S/dt+O (j)
cfs
2.80
6.29
11.18
17.48
23.77
28.66
32.16
i
GL FFJ
DITCH LINER CALCULATIONS
i
DITCH LINER CALCULATIONS Ditch ID: D-1 (Bare Soil)
Project: Grow-N-Learn Da Care Center
Date: 11/1/04 Designer: pws
S = 0.0150 ft/ft Sc = 0.0087 ft/ft VEE Channel
D = 0.61 ft Dc = 0.74 ft Bottom Width = 0 ft
Q = 5.60 cfs VC = 3.44 fps Left Side Slope = 3 :1
L = 201 ft (n = 0.02) Right Side Slope = 3 :1
V = 4.95 fps
TT in Channel = 0.676 MIN
Tractive Force= 0.57 psf
A temporary lining is needed. Use Fiberglass Net
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
0.61 ft
- ? ft
-
-
t -
?
1 1 0.74 ft 1 1 N/A ft
3 3
ft
Vee Ditch w/Lining N/A
ft ft
N/A ft N/A ft
ft
N- ft -N
Appian Consulting Engineers, P.A. Tel: [phone] / Fax: [phone]
P.O. Box 7966, Rocky Mount, NC 27804 Email: [e-mail]
D O D D
841 S. Wesleyan Blvd, Rocky Mount, NC 27803 vr;nv.appianengineers.com
Ditch Liner Calculation.xls Copyright 2003
DITCH LINER CALCULATIONS Ditch ID: D-1 (Grass Lined)
Project: Grow-N-Learn Da Care Center
Date: 11/1/04 Designer: pws
S = 0.0150 ft/ft Sc = 0.0266 ft/ft VEE Channel
D = 0.76 ft Dc = 0.74 ft Bottom Width = 0 ft
Q = 5.60 cfs Vc = 3.44 fps Left Side Slope = 3 :1
L = 201 ft (n = 0.035) Right Side Slope = 3 :1
V = 3.26 fps
TT in Channel = 1.029 MIN
Tractive Force= 0.71 psf
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
0.76 ft ft

1 1 N/A ft 1 1 N/A ft
3 3 3
ft
Vee Ditch N/A
ft ft
N/A ft N/A ft
ft
f?- ft -?I

Appian Consulting Engineers, P.A. Tel: [phone] Fax: [phone]
E
il
d
i
i
i
P.O. Box 7966, Rocky Mount, NC 27804 ma
: a
aneng
neers.com
m
n@app
0 0 © o
841 S. Wesleyan Blvd, Rocky Mount, NC 27803 wwnv.appianengineers.com i
Ditch Liner Calculation.xis Copyright 2003
DITCH LINER CALCULATIONS
Ditch ID:
D-2 (Bare Soil)
Project: Grow-N-Learn Da Care Center
Date: 10/5/04 Designer pws
S = 0.0200 ft/ft Sc = 0.0114 ft/ft VEE Channel
D = 0.27 ft Dc = 0.32 ft Bottom Width = 0 ft
Q = 0.71 cfs VC = 2.28 fps Left Side Slope = 3 :1
L = 41 ft (n = 0.02) Right Side Slope = 3 :1
V = 3.29 fps
TT in Channel = 0.208 MIN
Tractive Force= 0.33 psf
A temporary lining is needed. Use Fiberglass Net
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
0.27 ft ? ft

1 1 0.32 ft 1 1 N/A ft
3 3 3 + i
ft
Vee Ditch w/Lining NIA
ft
- t ? ft
-
N/A ft N/A ft
N- ft
I ft
-?
Appian Consulting Engineers, P.A. Tel: [phone] / Fax: [phone]
-jininlnl
r,
P.O. Box 7966, Rocky Mount, NC 27804 Email: [e-mail]
[E IE
541 S. Wesleyan Blvd, Rocky Mount, NC 27803 vAwr.appianengineers.com
Ditch Liner Calculation.xls Copyright 2003
DITCH LINER CALCULATIONS Ditch ID: D-2 (Grass Lined)
Project: Grow-N-Learn Da Care Center
Date: 10/5/04 Designer. pws
S = 0.0200 ft/ft Sc = 0.0350 ft/ft VEE Channel
D = 0.33 ft Dc = 0.32 ft Bottom Width = 0 ft
Q = 0.71 cfs VC = 2.28 fps Left Side Slope = 3 :1
L = 41 ft (n = 0.035) Right Side Slope = 3 :1
V = 2.16 fps
TT in Channel = 0.316 MIN
Tractive Force= 0.41 psf
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
0.33 ft
- ? ft
t -
1 1 N/A ft 1 1 N/A ft
3 3 + i
ft
Vee Ditch N/A
ft ft
N/A ft N/A ft
I ft
ft -?
Appian Consulting Engineers, P.A. Tel: [phone] Fax: [phone]
"iIninlni
P.O. Box 7966, Rocky Mount, NC 27804 Email: [e-mail]
0 0 0 a
841 S. Wesleyan Blvd, Rocky Mount, NC 27803 www.appianengineers.com
Ditch Liner Calculation.xls Copyright 2003 Re 1. 1
ITCH LINER CALCULATIONS Ditch ID: D-3 (Bare)
Project: Grow-N-Leam Da Care Center
e:
t 10/5104 Designer pws
S = 0.0257 ft/ft Sc = 0.0115 ft/ft VEE Channel
D = 0.23 ft Dc = 0.29 ft Bottom Width = 0 ft
Q = 0.71 cfs VC = 2.15 fps Left Side Slope = 4 :1
L = 68 ft (n = 0.02) Right Side Slope = 4 :1
V = 3.37 fps

T T in Channel = 0.337 MIN
T
Tractive Force= 0.37 psf
A temporary lining is needed. Use Fiberglass Net
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
0.23 ft ft
?

1 1 0.29 ft 1 1 N/A ft
4 4 + i
ft
Vee Ditch w/Lining N/A
ft ft
N/A ft
LJ N/A ft
I i
+ -
ft
ft -?I
Appian Consulting Engineers, P.A. Tel: [phone] / Fax: [phone]
r?l
P.O. Box 7966, Rocky Mount, NC 27804 Email: [e-mail] Fr] 1E
841 S. Wesleyan Blvd, Rocky Mount, NC 27803 Awvv.appianengineers.com
Ditch Liner Calculation.As Copyright 2003
)ITCH LINER CALCULATIONS Ditch ID: D-3 (Grass Lined)
Project: Grow-N-Learn Da Care Center I
te: 10/5/04 Desi ner. pws
S = 0.0257 ft/ft Sc = 0.0353 ft/ft VEE Channel
D = 0.28 ft Dc = 0.29 ft Bottom Width = 0 ft
Q = 0.71 cfs Vc = 2.15 fps Left Side Slope = 4 :1
L = 68 ft (n = 0.035) Right Side Slope = 4 :1
V = 2.21 fps
TT in Channel = 0.512 MIN
Tractive Force= 0.45 psf
Channel does not need a liner at this velocity.
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt blown
from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate of 10
gallons per 1000 SF.
0.28 ft
- ? ft
-
? -
t
1 1 N/A ft 1 1 N/A ft
4 4 4 + i
f ft
Vee Ditch NIA
ft ft

N/A ft
LL
N/A ft
l
1 ft
am- ft -?
Appian Consulting Engineers, P.A. Tel: [phone] / Fax: [phone]
??n?n?n?
P.O. Box 7966, Rocky Mount, NC 27804 Email: [e-mail]
O
841 S. Wesleyan Blvd, Rocky Mount, NC 27803 weAv.appianengineers.com
Ditch Liner Calculation.As Copyright 2003
ITCH LINER CALCULATIONS Ditch ID: D-4 (Bare)
Project: Grow-N-Leam Da Care Center I
e: 10/5/04 Desi ner. pws
S = 0.1000 ft/ft Sc = 0.0115 ft/ft VEE Channel
D = 0.18 ft Dc =
I 0.29 ft Bottom Width = 0 ft
Q = 0.71 cfs VC = 2.15 fps Left Side Slope = 4 :1
L = 25 ft (n = 0.02) Right Side Slope = 4 :1
V = 5.60 fps
TT in Channel = 0.074 MIN
Tractive Force= 1.11 psf
A temporary lining is needed. Use Rip Rap, d50=6 inches
Install the Rip Rap Liner in accordance with the details shown in the drawings.
Place Rip Rap over a layer of Mirafi 140N or equal filter fabric. Hand place Rip
Rap to fit the channel shape.
0.18 ft ? ft

1 1 0.29 ft 1 1 N/A ft
4 4 i
ft
Vee Ditch w/Lining N/A
ft ft
N/A ft N/A ft
ft
Imo- ft -?I
Appian Consulting Engineers, P.A. Tel: [phone] / Fax: [phone]
P.O. Box 7966, Rocky Mount, NC 27804 Email: [e-mail]
oaaa
l
841 S. Wesleyan Blvd, Rocky Mount, NC 27803 v,%"v.appianengineers.com
Ditch Liner Calculation.As Copyright 2003
ITCy L/NER Cq
1 vi5/04 LCUL'4 T/ONS Ditch ID.:
S-- 0.1000
00 ft/ft
D =
Q = 0.28 ft
L = 0.71 cfs
v . 25 ft
TT in
ha 2.21 fps
nnel--
0.188 Mlty
Tractive Fo
rce=
psf
p'4 (Rip Rap Lined)
Pws wjv-Leam Da
Bottom Wid hEE Channel
Left Side Slope 0 ft
Right Side Slope . 4 :1
4 :1
Channel does not need a liner at this velocity.
Apply seed, fertilizer
from a spry use, straw mulch and t
gallons yerr..0
Per 10 SF rapid setting RS o CRS With
quid emulsified asphalt
asphalt at the blown
rate of 10
0.28 ft
X4
4 N/A ft
vee Ditch
Sc = 0.1373
Dc Rift
vc . 0.29 ft
(n _ 2.15 fps
0.069)
ft
1
1 N/A ft
ft
N/A
ft
N/A ft
ft
LS.-Pplan
Consultin9 Engineers p q
ox 79?' Rocky Mount, NC 27804
Wesley
an Blvd, Roc
Ditch Liner "Y Mount, NC 27803
Calculati0n.xls
-/L ft
L N/A f t
ft
Tel: [phone]
Email: admin / Fes' [phone]
@aPPianengineers. com
11""W aPPianengineers. com
CoPyright 2003
OUTLET PROTECTION
CALCULATIONS
Outlet Protection (a) 36" RCP
KNOWN:
Q,o= 74.88 cfs
v = 16.18 fps
do = 36"
Use Figure 8.06.a
FIND:
La = 26'
ds = 1.2', use 22" Class 1 Rip Rap
26'
2s'
Place Class 1 Rip Ra?
Over Fitter Fabric
Depth = 36
36" RCP
36"
Outlet IW = De + La
diameter (Do)
pipe i
La -•i
T ilwater < 0.5De
60•,•
J??es
0
40-
Appendices
1
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe (lowing full, minimum tailwater condition (T. < 0.5 diameter).
Rev. 12193
1 j
to
3.06.3 1
3 5 10 20 50 100 200 500 1000
Discharge (ft3lsee)
U
z J ??
__' 7
2 J C ??
14 t,

?I? -
Project Name:
Project No. DWQ
SUBMITTED DESIGN:
elevations
Permanent Pool (ft) 283.5
Temporary Pool (ft) 283
areas
Permanent Pool SA (sq ft) 1620
Drainage Area (ac) 0.45
Impervious Area (ac) 0.33
Forebay (ft2)
High Marsh (ft2)
Low Marsh (ft2)
Micropool (ft2)
volumes
Temporary Pool (cu ft) 0
other parameters
SAIDA
Orifice Diameter (in) 0
Design Rainfall (in) 1
Linear Interpolation of Correct SAIDA * * *
% Ins
Next Lowest
Project Impervious 73.3
Next Highest 0
REQUIRED DESIGN.-
-0.5 ft. depth check eleva
#VALUE! sq. ft. #VALUE!
73.3 % -
0% check forebt
0.0% check hi mai
0.0% check to n:a)
0% check micro,
0%
1160 cu. ft. ok
#VALUE! -
#NUM! cfs drawdown -
#VALUE! day drawdown #VALUE!
0 ft. Permanent Pool Depth
SAIDA from Table
2.06
#VALUE!
2.4

DWQ Project
1. PROJECT INFORP
Project Name : C
Contact Person: '
For projects with multiple
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Precipitation Event
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
2 t33.50 fL (elevation of the orifice invert out)
2 6 3. o o ft. (elevation of the outlet structure invert in)
1 , fo 20 sq. ft.
D 4S. ac. (on-site and off-site drainage to the basin)
?• 33 ac. (on-site and off-site drainage to the basin)
O.7S
in (either 0.5 in w/sand under drain or 0.7 in w/o)
5 fps
0.5 in
7 ft
O. 1Q in./hr. (the soil layer down to 4 feet)
D. 4 -& Z - V in./hr. (the soil layer below 4 feet or below the sand bed)
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal inciu(
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detai
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request
additional information and will substantially delay final review and approval of the project
A licants Initials
No vertical sand bed is proposed
-?IM ATVV44r4"--,> The bioretention area is at least 40 feet by 50 feet.
Sheet flow is provided at inlet.
Water table depth is greater than 6 feet.
'Rc7J Minimum of 6" ponding is provided.
1!&?5 The ponded area will draw down in less than 4 days.
Fig Planting soil infiltration rate is greater than 0.52 in/hr.
9)44 The in-situ soil infiltration rate is greater than 0.2 in/hr.
A planting plan with species and densities is provided.
Mulch layer is specified in plans.
1306 Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
13 Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
(please complete the following information):
1 - kJ- 1 ??.I 4-HL.v C.?
Phone Number
specify which basin this worksheet applies to:
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains

Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5.445 0.35 1,906
Totals 19,602 14,648
• Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1,100 Sq. Ft.
• Bioretention Size Provided: 1,620 Sq. Ft. (size computed from CAD)
• Bioretention Size: 50' Long x 33' Wide
Required Checklist Explanation (Bioretention Area Worksheet):
Based on the NCDENR Stormwater Best Management Practices Manual, April 1999, the
minimum basin size is 40'x 15'. This size is met and exceeded by this design as stated
above and shown on the plans. The basin requirement by DWQ Bioretention Area
Worksheet of 40'x 50', is above and beyond the minimum stated in the BMP manual.
Due to land constraints as shown on the plans, the size of the basin was limited to the
above and could not meet the DWQ 40' x 50' requirement.

I. PROJECT INFORMATION
Project Name :
Contact Person:
For projects with multiple basins,
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
lm
ervious Area
p
p
nal C C
ffi
ient
R
ti
t a
o
oe
c
Precipitation Event
t I
l
t V
l
it
? n
oc
e
e
y
Inlet now depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
2f33.5o ft.
2 63. 00 ft.
1.(v20 sq. ft.
045_ ac.
0.33 ac.
O.7S
_a.7 in
5 fps
O. 5 in
7 t3 ft
0- cp in./hr.
D 4 -/r Z • V in./hr.
Phone Number
applies to:
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
(on-site and off-site drainage to the basin) ,13 S l?:) X
(on-site and off-site drainage to the basin) de-
(either 0.5 in w/sand under drain or 0.7 in w/o)
(the soil layer down to 4 feet)
(the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal include
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detaile
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request fc
additional information and will substantially delay final review and approval of the project.
A licants Initials
No vertical sand bed is proposed
NM / T9%c+f ;The bioretention area is at least 40 feet by 50 feet. "It;
f5& TSheet now is provided at inlet.
qpk-=> Water table depth is greater than 6 feet.
'Rc7J Minimum of 6" ponding is provided.
'F 44b : The ponded area will draw down in less than 4 days.
FcS Planting soil infiltration rate is greater than 0.52 in/hr.
The in-situ soil infiltration rate is greater than 0.2 in/hr.
'Qteb A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
'R Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
DWQ Project No.
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
complete the following information):
1 -5--" 1 4..Pluz) C.&2B-r
specify which basin this
Z-
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains

Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5.445 0.35 1.906
Totals 19,602 14,648
• Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1.100 Sq. Ft.
• Bioretention Size Provided: 1,620 Sq. Ft. (size computed from CAD)
• Bioretention Size: 50' Long x 33' Wide
Required Checklist Explanation (Bioretention Area Worksheet):
/Based on the NCDENR Stormwater Best Management Practices Manual, April 1999, the
J minimum basin size is 40'x 15'. This size is met and exceeded by this design as stated
above and shown on the plans. The basin requirement by DWQ Bioretention Area
Worksheet of 40'x 50', is above and beyond the minimum stated in the BMP manual.
Due to land constraints as shown on the plans, the size of the basin was limited to the
above and could not meet the DWQ 40'x 50' requirement. ,%
A
Wednesday, December 29, 2004
Raleigh Regulatory Field Office
United States Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
Re: PCN Application
Grow-N-Learn Childcare Center
Knightdale, NC
Dear Sir or Madam:
ni, CONSULAp?iAn
TING ENGINEERS, PA
c• CIVIL, MUNICIPAL & STRUCTURAL ENGIN
COMPREHENSIVE ENVIRONMENTAL SERN
RN190e
DEC ??2005
GrF 'dJATERQ LITY
S,?.15a STGn""!^e1;1T 5Ft!„'JCN
The Grow-N-Learn Childcare Center is a new project proposed to be located at the intersection
of Mulford Court and McKnight Drive in Knightdale, NC. The project will consist of one building,
parking lot and a play area for the day care center. The following is a little background
concerning the project and the request for review of the Preconstruction Notification attached.
Background:
The Grow-N-Learn Childcare Center is located on approximately 1.54 acres that is
currently owned by McKnight Ventures, LLC. The surrounding lands to the west and
east are all owned and maintained by McKnight Ventures, LLC. The 1.54-acre property
will be cut out and sold to the Grow-N-Learn Childcare Center during development.
There is an existing ditch located near the southeast comer of the property that currently
drains the surrounding area. An existing 42" pipe crosses McKnight Drive and feeds into
an unnamed tributary, which ultimately flows into Mongoose Creek south of the property.
The southern portion of the existing ditch has been classified as part of the Neuse Buffer
and is protected as such. Mr. Steve Mitchell of NCDENR originally made the buffer
determination in June 1999. During the project design development, Mr. Mitchell made
a modified buffer determination in July 2004. The 2004 determination is attached for
your records.
The proposed project diverts existing and minor portions of proposed water from the
original dry ditch course to allow for development of the land. The shift includes
capturing the existing water at the northeastern comer of the property and piping the
,,ff??•
runoff into an existing catch basin system on the adjacent property to the east. The
/ existing catch basin system is currently owned and maintained by McKnight Ventures,
1 LLC. The system empties into the existing ditch, within the Neuse Buffer.
As the enclosed PCN states, Appian is proposing to extend the existing pipe system by 8 feet
and regrade the bank of the existing ditch to a maximum slope of 2:1 (currently, it is 1.5:1).
Appian is also proposing to place outlet protection (Class 1 rip rap) at the end of the pipe
system to dissipate the velocity from the drainage system as it enters the existing ditch. Both of
the proposed are being required by the Town of Knightdale for the Grow-N-Learn Childcare
Center development.
841 South Wesleyan Blvd.. Rocky Mount, NC
P.O. Box 7966 . Rocky Mount, NC 27804
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
To: Raleigh Regulatory Field Office
Grow-N-Learn Childcare Center
Page 2
Mr. John Davis, LSS, of Appian performed a site investigation for wetlands and the data form is
attached for your records and review. Based on his review, no wetlands exist at the site.
Please review the enclosed PCN with attached supporting data. If you have any questions or
need additional information, please do not hesitate to contact me at [phone].
Thank you for your time and I hear a response from you soon.
Sincerely,
Appian Consulting Engineers, P.A.
/Jo
i
Peter W. Sok P. E.
Enclosures
cc: Ms. Ann Slade, Grow-N-Learn Childcare Center
Mr. Carroll Ogle, McKnight Ventures, LLC
Mr. Chris Scott - Planner, Town of Knightdale
DWo Central Office - NCDENR
File
pws:C:\My Documents\04004 Knighdale Daycare\Letters\12-29-04 Ltr to COE with PCN.doc
Wednesday, September 3, 2003
Ai?nan
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL C. STRUCTURAL ENGI
COMPREHENSIVE ENVIRONMENTAL SEI
Mr. Bob Zarzecld
North Carolina Department of Environment u Natural Resources
Division of Water Quality - 401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: Grow-N-Learn Childcare Center
Knightdale, NC
Dear Mr. Zarzecld:
Thank you for your time and effort that you have provided so far onffitiT
telephone discussion, I am sending this package to you for review and a
includes the following items:
Based on our
The package
(7) Copies of the Preconstruction Notification application with supporting information.
(7) Copies of applicable plan sheets (Cover, CE-1, 2, 5)
• Copy of US Army Corps of Engineers letter of notification
• $200 check for PCN fee (disturbance is less than the limits allowed)
Backgound:
There is an existing 36" pipe located in the Neuse Buffer (built around 1999). The pipe
a serves as an outlet for stormwater runoff from the existing parking lot on the premises
l\ and additional upstream flow and also has rip rap that serves as outlet protection.
2 During construction of the existing system, the bank around the existing pipe was
constructed at nearly 1.5:1 slope. Based on the Town of Knightdale s estimation,
erosion is beginning to take place along the bank and with increase in water flow through
the system due to the proposed project, could cause erosion at the pipe outlet.
As discussed over the telephone, Grow-N-team Childcare Center is adjacent to the existing
ditch protected by the Neuse Buffer. Based on the Town of Knightdale request and
requirement, we are proposing to extend, regrade and install additional outlet protection (rip rap)
at the end of a drainage system within the Neuse Buffer to help stabilize the bank and reduce
the potential erosion at the pipe outlet. Also as discussed over the phone, we are hoping that
you would review this procedure as maintenance of the existing system and not require the full
review time and process.
If you should have any questions or comments concerning the application, any of the
information supplied supporting the application or the plans, please do not hesitate to call.
Again, thank you for your time and I hope to hear from you soon.
341 South Ndesleyan Blvd. 9 Rocky Mount, NC 27303
P.O. Box 7966 • Rocky Mount, NC 27304
Phone: [phone]
Fax: [phone]
e-mail: admin uappianengincers.com
To: Bob ZarzecI , DWQ
Grote-N-Learn Childcare Center
Sincerely,
Appian- nsulting Engi eers, P.A.
Peter W. Sokals
Enclosures
CC: Ms. Ann Slade, Grow-N-Learn Childcare Center
Mr. Carroll Ogle, Owner
File
Page 2
Pws: C:W1y Documents\04004 Knighdale Daycare\Letters\t2-29-04 Ltrto DWQ concerning buffers.doc
A
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
January 20, 2005
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
William G. Ross, Jr.,
Alan W. Klimek, P.E.,
DWQ Project # 05-0001
Wake County
Mr. Carroll Ogle
201 West Chatham Street
Cary, NC 27511
Subject Property: Grow-N-Learn Childcare Center
UT to Mango Creek [03-04-02, 27-32, C NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Ogle:
On January 3, 2005, the Division of Water Quality (DWQ) received your application
dated December 29, 2004 to impact 20 feet of streams and 2,313 square feet of riparian
buffer to construct the proposed childcare center. The DWQ has determined that your
application was incomplete and/or provided inaccurate information as discussed below.
The DWQ will require additional information in order to process your application to
impact protected wetlands and/or streams on the subject property. Therefore, unless
we receive the additional information requested below, we will have to move toward
denial of your application as required by 15A NCAC 2H .0506 and will place this project
on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. Stormwater Management Plan
Because the impervious surface area is greater than 30%, a stormwater
management plan is required. Furthermore, GC 3402 condition 4 requires that
in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply
waters (WS), trout waters (Tr), high quality waters (HQW), and outstanding
resource waters (ORW), the Division shall require that extended detention
wetlands, bio-retention areas, and ponds followed by forested filter strips
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650 One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NOrthCaro ins
Phone: [phone]/ FAX [phone]/ Internet: http://h2o.enr.state.nc.us/ncwetiands/h2o.enr.state.nc.us/ncwetiands vVaturally
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper y
Mr. Carroll Ogle
Page 2 of 2
1/20/05
(designed according to latest version of the NCDENR Stormwater Best
Management Practices Manual) be constructed as part of the stormwater
management plan when a site-specific stormwater management plan is
required.
Please submit a complete stormwater management plan, designed in
accordance with the DENR 1999 Stormwater BMP Manual, which includes the
following items: site plan, SM plan, specifications, details, planting plan,
worksheets, calculations, and operation and maintenance agreement.
Information can be located at: http://h2o.enr.state.nc.us/ncwetiands/mitresto.htmI
Please respond within three weeks of the date of this letter by sending this information
to me in writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear
from you within three weeks, we will assume that you no longer want to pursue this
project and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to
wetlands, waters or protected buffers. Please be aware that any impacts requested
within your application are not authorized (at this time) by the DWQ. Please call Ms.
Cyndi Karoly or Ms. Deborah Edwards at 919-733-1786 if you have any questions
regarding or would like to set up a meeting to discuss this matter.
Sincerely,
r ki N
G;
Cyndi Karoly,
DWQ, Wetlands/ 401 Unit
CBK/dae
cc: DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Peter W. Sokalski, PE-Appian Consulting Engineers, PA, PO Box 7966, Rocky
Mount, NC 27804
Filename: 050001 GrowNLearn (Wake)401+hoId
Monday, January 31, 2005
??u
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGIN
COMPREHENSIVE ENVIRONMENTAL SERV
P.1s. Cindy Karoli
North Carolina Department of Environment a Natural Resources
Division of Water Quality - 401 Wetlands Unit
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: Grover-N-Learn Childcare Center
Knightdale, NC
Reference No.: 05-0001
Dear rAs. Karoli:
Based on your letter that I received on January 24, 2005, 1 am sending this package to you for
review and approval. The package includes the following items:
? ? r l
• (5) Copies of Plans (Sheets Cover, CE-1, 2, 4, ?).
• (5) Copies of site calculations with Bioretention Pond Worksheet.
• (1) Executed Operation and Maintenance Agreement for the Bioretention Pond ?
As discussed on the telephone with Ms. Van Der Weile and Ms. Edwards, the attached are for
your review for under the Stormwater Management Plans. Please process and review the
attached information as necessary.
If you should have any questions or comments concerning the any of the information supplied to
you, please do not hesitate to call.
Again, thank you for your time and I hope to hear from you soon.
Sincerely,
AppjarL Consulting Engineers, P.A.
Peter W. So ski, P. E.
9@@'Rn7'q0
FER n I ?On.5
Enclosures l','cT1 ,, RD ATER QUAUT7
CC: Ms. Ann Slade, Grow-N-Learn Childcare Center STOW-rATER C;?j,%,CH
Mr. Carroll Ogle, Owner
File
Pws: C:\My Documents\04004 Knighdale Daycare\Letters\01-31-05 Ltr to DWQ with Stormwater Plans.doc
841 South Wesleyan E lvd. • Rocky Mount, NC 278 3
P.O. Box 7966 • Rocky Mount, NC 27804
Phone: [phone]
Fax: [phone]
e-mail: admin'appianengineers.com

DWQ Project
DIVISION OF WATER QUALITY - BIORETENTION AREA WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : C-7¢ - AJ- l .iZa,? L+kLx:) C.&Z? e
Contact Person: ?-Rs2 SOK.,4LS?c1 . P? Phone Number.
For projects with multiple
Permanent Pool Elevation
Temporary Pool Elevation
Bioretention Surface Area
Drainage Area
Impervious Area
Rational C Coefficient
Precipitation Event
Inlet Velocity
Inlet flow depth
Depth to Ground Water
Planting Soil Infiltration Rate
In-Situ Soil Infiltration Rate
II. REQUIRED ITEMS CHECKLIST
Z.
283.50 ft. (elevation of the orifice invert out)
Z a -5p. 00 ft. (elevation of the outlet structure invert in)
1 ,(020 sq. ft.
Oz 4S_ ac. (on-site and off-site drainage to the basin)
0. 33 ac. (on-site and off-site drainage to the basin)
O.'1 S'
0.7 in (either 0.5 in w/sand under drain or 0.7 in w/o)
5 fps
0. 5 in
7 a ft.
O- Cv in./hr. (the soil layer down to 4 feet)
Q 4 -IV Z • y in./hr. (the soil layer below 4 feet or below the sand bed)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached.
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal inclui
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detai
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request
additional information and will substantially delay final review and approval of the project
Applicants Initials
13%gr Plan details for the bioretention area provided.
Plan details for the inlet and outlet are provided.
An operation and maintenance agreement signed and notarized by the responsible party is provided.
No vertical sand bed is proposed
Z ATZ44i6=1 The bioretention area is at least 40 feet by 50 feet.
O,"S Sheet flow is provided at inlet.
IPW? Water table depth is greater than 6 feet.
'1 W!r=' Minimum of 6" ponding is provided.
B?5 The ponded area will draw down in less than 4 days.
Ras Planting soil infiltration rate is greater than 0.52 in/hr.
Pl?? The in-situ soil infiltration rate is greater than 0.2 in/hr.
'PLCb A planting plan with species and densities is provided.
Mulch layer is specified in plans.
Planting soil meets minimum soil specifications (NCDENR Stormwater Best Management
Practices Manual, April 1999)
specify which basin this worksheet applies to:
Please note that underdrains beneath the planting soil are acceptable in the Piedmont and Mountains
T
Bioretention Area Sizing Computation
Development Area (Sq. Ft.) "C" Factor C x Area
Pavement 14,157 0.9 12,742
Grass 5.445 0.35 1,906
Totals 19,602 14,648
• Bioretention Size (without Sand) Required:
Assume 7% sum of C x Area
= 0.07 x 14,648 = 1,026 or 1,100 Sq. Ft.
• Bioretention Size Provided: 1,620 Sq. Ft. (size computed from CAD)
• Bioretention Size: 50' Long x 33' Wide
Required Checklist Explanation (Bioretention Area Worksheet):
Based on the NCDENR Stormwater Best Management Practices Manual, April 1999, the
minimum basin size is 40'x 15'. This size is met and exceeded by this design as stated
above and shown on the plans. The basin requirement by DWQ Bioretention Area
Worksheet of 40'x 50', is above and beyond the minimum stated in the BMP manual.
Due to land constraints as shown on the plans, the size of the basin was limited to the
above and could not meet the DWQ 40' x 50' requirement.

° , ?7c
Office Use Only: JAN 0 ?t ?i107
USACE Action ID No. oENR-v?TE nutturrnt?.K DWQ No.
Form Version May 2002
(If any particular iterll`l§"iiot applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rt
? Section 10 Permit ? Isolated Wetland Permit from D'
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certificati
not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), coml
section VIII and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
and the project is within a North Carolina Division of Coastal Management Area
Environmental Concern (see the top of page 2 for further details), check here: ?
H. R M ( v 0 1 6 Applicant Information rL _21
D
1. Owner/Applicant Information DEC 0 3 2005
Name: Mr. Carroll Ogle ,p, .T,
Mailing Address: 201 West Chatham Street t?,.rpn ANn "TOR MWA ER MICH
Cary, NC 27511
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2
Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
be attached if the Agent has signatory authority for the owner/applicant.)
Name: Peter W. Sokalski, PE
Company Affiliation: Appian Consulting Engineers, PA
Mailing Address: P.O. Box 7966
Telephone Number: [phone]
E-mail Address: nsokalski(a annianenuineer
Fax Number:
i

Page 5 of 5
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to 1
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing prof
boundaries and development plans in relation to surrounding properties. Both the vicinity
and site plan must include a scale and north arrow. The specific footprints of all buildi
impervious surfaces, or other facilities must be included. If possible, the maps and plans sh
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the prof
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discre
so long as the property is clearly defined. For administrative and distribution purposes,
USACE requires information to be submitted on sheets no larger than 11 by 17-inch for
however, DWQ may accept paperwork of any size. DWQ prefers full-size construe
drawings rather than a sequential sheet version of the full-size plans. If full-size plans
reduced to a small scale such that the final version is illegible, the applicant will be informed
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Grow-N-Learn Chi
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1754145585/175
4. Location
County: Wake Nearest Tow
Subdivision name (include phase/lot number): McKnig1
Directions to site (include road numbers, landmarks, etc.):
Smithfield Rd. in Kniahtdale. take Smithfield Rd south to
Pha
tion
Turn right onto McKnight Dr and proceed to corner of Mulford Ct. Project located on ngh
5. Site coordinates, if available (UTM or Lat/Long): 35.79394/-78.48926
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres):
7. Nearest body of water (stream/river/sound/ocean/lake):
8. River
(Note - this must be one of North Carolina's seventeen designated major river basins.
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the
at the time of this application: Pro. Project is located adjacent to ex. ditch and is vac
buil
1 with
rage o of o
,I IV.
V.
VI.
10. Describe the overall project in detail, including the type of equipment to be used:
The project will include installation of one 8' section of 36" pipe addition of fill material I to
reslope the existing bank around the existing outfall to maximum 2:1 slope and installation
of rip/rap for outlet stabilization/dissipation. This will utilize a back hoe and potentially an
excavator for pipe placement and fill disbursement.
11. Explain the purpose of the proposed work: Stabilize bank around ex. pipe outlet and
prevent erosion/sedimentation through ex. pipe system. This work is required b Town o
Kni htdale.

Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for Ns
project (including all prior phases of the same subdivision) in the past, please explain. Inch de
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along witl
construction schedules. .
Oriinal determination made on March l 1999 (NBRRO 90-040
Modified determination made on June 29, 2004 BR 04-206

Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated wo k,
and provide justification for the exclusion of this work from the current application.
No

Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts t
wetlands, open water, and stream channels associated with the project. The applicant must s
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying sit
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown o .
delineation map, whether or not impacts are proposed to these systems. Wetland and strean
evaluation and delineation forms should be included as appropriate. Photographs may b
included at the applicant's discretion. If this proposed impact is strictly for wetland or stre n
mitigation, list and describe the impact in Section VIII below. If additional space is needed o
listing or description, please attach a separate sheet.
i
Pap7of7
1. Provide a written description of the proposed impacts: Fill of existing bank with eart 1
Extend existing pipe U stern 8' add additional rip/rap ravel for outlet protection/dissipation

2. Individually list wetland impacts below:
Wetland
Impact
Site Number
(indicate on
ma
Type of
Impact* Area
of
Impact

(acres) Located within
100-year
Floodplain**

(yes/no) Distance to
Nearest
Stream

(linear feet)

Type of Wetland
N/A

• List each impact separately and identify temporary impacts. Impacts include, but arc not limited to: mechanized clearing, grading,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
" 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-961 ?i
online at http:/h%-,ti?-.fema/h%-,ti?-.fema.
••• List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: N/A ill
a
p
, o

nd,
Total area of wetland impact proposed: N/A
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on
map)
Type of
Impact* Length of
Impact
(linear
feet)

Stream Name** Average
Width of
Stream
Before
Impact
Perennial or
Intermittent?
(please specify
S-1 Rip/Rap 20 UT to Mongoose Cr 5' Intermittent

l
" List each impact separately and identify temporary impacts. hnpacts include, but are not limited to: culverts and associated rip-
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/ga
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocatio
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. rap,
!
?n),
is
Page 8 of 8
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the ncar es
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or onlin a
w%vw.usgs.cov. Several internet sites also allow direct download and printing of USGS maps (e.g., w%vkv.to zone.c m
wNtitiv.mau ucst.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 20 LF
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atla ti
Ocean and any other water of the U.S.) below:
Open Water
Area
Impact
of
Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable)
) (lake, pond, estuary,
(indicate on (acres) sound, bay, ocean, etc.
ma
N/A

' List each impact separately and identify temporary impacts. hnpacts include, but are not limited to: fill, excavation, dredg ng
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should b
included above in the wetland and stream impact sections. Also, the proposed pond sho 1
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlan s
Describe the method of construction (e.g., dam/embankment, excavation, installation o
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout po nd
local stormwater requirement, etc.): I

Size of watershed draining to pond: Expected pond surface area:

VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to prov d
information related to site constraints such as topography, building ordinances, accessibility, d o
financial viability of the project. The applicant may attach drawings of alternative, lower-rmp rc
site layouts, and explain why these design options were not feasible. Also discuss how impa ct
were minimized once the desired site plan was developed. If applicable, discuss construct or
techniques to be followed during construction to reduce impacts.
The offsite and proposed flow from site has been redirected to an existing pipe drainage

rage 9 of 9
system already discharging into existing buffered ditch in lieu of adding additional pipe system
discharge to the existing ditch Total imnact could not he avoided as nine extension and rio/ra
T
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the
Division of Water Quality for projects involving greater than or equal to one acre of impac
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to pere
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Natie
Permits, published in the Federal Register on March 9, 2000, mitigation will be required
necessary to ensure that adverse effects to the aquatic environment are minimal. F
including size and type of proposed impact and function and relative value of the iml
aquatic resource will be considered in determining acceptability of appropriate and prat
mitigation as proposed. Examples of mitigation that may be appropriate and practicable it
but are not limited to: reducing the size of the project; establishing and maintaining w
and/or upland vegetated buffers to protect open waters such as streams; and replacing lo:
aquatic resource functions and values by creating, restoring, enhancing, or preserving
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in of
for USACE or DWQ to consider the application complete for processing. Any applica
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold
incomplete. An applicant may also choose to review the current guidelines for stream restora
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available
httV://h2o.enr.state.nc.us/ncwetiands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provi
as much information as possible, including, but not limited to: site location (attach directtc?
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear fed
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan vi
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and
description of the current site conditions and proposed method of construction. Please att
a separate sheet if more space is needed.
N/A
2. Mitigation may also be made by payment into the North Carolina Wetlands Restora
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWR
[phone] to determine availability and to request written approval of mitigation p
to submittal of a PCN. For additional information regarding the application process for
Page 10 of 10
NCWRP, check the NCWRP website at http•//h2o enr state.ne.us/wVM/index.htm. If us? o
the NCWRP is proposed, please check the appropriate box on page three and provide ?h
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of pu
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEP
Note: If you are not sure whether a NEPA/SEPA document is required, call.-the SF
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please
copy of the NEPA or SEPA final approval letter.
Yes E] No
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impact:
required state and local buffers associated with the project. The applicant must also pro,
justification for these impacts in Section VII above. All proposed impacts must be listed her
and must be clearly identifiable on the accompanying site plan. All buffers must be shown <
map, whether or not impacts are proposed to the buffers. Correspondence from the D'
Regional Office may be included as appropriate. Photographs may also be included at
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0:
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules
Water Supply Buffer Requirements), or other (please identify
Yes ® No El If you answered "yes", provide the following information
Identify the square feet and acreage of impact to each zone of the riparian buffers. If
mitigation is required calculate the required amount of mitigation by applying the
multipliers.
Zone* Impact Multiplier Required
Page 11 of 11
(square feet Miti ation
1 917 3
2 1396 1.5
Total 2313
• 7,one 1 extends out 30 feet nen)Lndicular from near bank of channel
: Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donati
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the
Discuss stormwater controls proposed in order to protect surface waters and wet
downstream from the property.
Installation of rin/ran as dissipater to reduce erosion and sediment flow to prevent fill of
XH. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge)
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage to be treated by Town of Kniuhtdale Sewaue Treatment facility
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desirFd
construction dates to allow processing time for these permits. However, an applicant mP
choose to list constraints associated with construction or sequencing that may impose limits Qn
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered a d
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
Page 12 of 12
.v
9 Applican>4
(Agent's signature is
s Simu![ure
if an authorization letter from the applicant is provided.)
Date
Page 13 of 13
Dec-Uec. ZY. LUU4: IL:?orivi rAKKI'rl KtHLIY NNIUII1UHLt 1100. X00 r• L
December 28, 2004
TO: Appian Coesulting Engineers, P.A.
post office Box 7966
Rocky Mount, North Carolina 27804
FROM:
I, _ Mr. Carroll Qg&I , as a representative concerning the property at
McKnight Office Center Phase II Lot 8 A 9 , do hereby authorize and give
permission for Appian Consulting Engineers to represent or act as agent on our behalf and allow
the COE or any other regulatory agency to go on the property with an Appian representative for
such purposes as necessary to Perform the job tasks.
r. Carroll Ogle ner
McKnight Ventures, LLC
201 West Chatham Street
Cary, NC 27511
[phone]
?d
Date
raLY ell
I PO w My end dw err LAA:wgh
WAKE COUNTY
i
v
i?
E 1
a
Map created on 12/28/2004 3:51:37 PM.
Copyright 2003. City of Raleigh, Wake County.
0 S=Z= 67 ft
http://imaps.co.wake.nc.us/imaps/printmap.asp?pin=&pinext=&minX=2151234.12433852&minY=... "
F...
http://imaps.co.wake.nc.us/output/enviro_GIS 101344119650179.png
O?O? W A r?9pG
co ( LAIJUI
r
June 29, 2004
Peter Sokalski
APPIAN Consulting & Engineers
814 South Wesleyan Blvd
Rocky Mount, N.C. 27803
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
Subject: Neuse River Basin Riparian Buffer Rules
NBR 04-206
Grow-N-Learn Daycare
Wake County
Dear Mr. Sokalski:
I have reviewed the information submitted for the project referenced by the Raleigh Regional Office as
NBR 04-206. An evaluation of the stream features present on the property was conducted in 1999(NBR
00-040). This feature was determined to be present on the ground as a stream and therefore is subject to the
Neuse River Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of
Existing Riparian Areas, Administrative Code 15A:2B.0233. The fifty-foot buffer is shown on the attached
map along the stream feature. This onsite determination shall expire five (5) years from the date of this
letter.
Landowners or affected parties that dispute a determination that a water body exists and that it is subject to
the buffer rule may request a determination by the Director. Such a request shall be referred to the Director
in writing c/o John Domey, DWQ Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, N. C. 27604.
Individuals that dispute a determination that "exempts" a surface water from the rule may ask for an
adjudicatory hearing. Action must be taken within 60 days of the date of receipt of this letter. Applicants
are hereby notified that the 60-day statutory appeal time does not start until the affected party (including
downstream and adjacent landowners) is notified of the decision. DWQ recommends that the applicant
conduct this notification in order to be certain that third party appeals are made in a timely manner.
To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General
Statutes to the Office of Administrative Hearings, Post Office Box 27447, Raleigh, N.C. 27611-7447. The
determination is final and binding unless a request is presented within the 60 days.
This letter addresses only those issues involving the riparian area. For information relative to water quality
permitting, buffer impacts, 401/404 or wetland issues, please contact Mr. John Domey at 919-733-1786.
Thank you for your attention to this matter and if this Office can be of any other assistance or if you have
additional questions, please do not hesitate to contact me at 919-571-4700.
Sincerely,
Steve Mitchell
Environmental Scientist
cc; RRO/John Domey
Wake County
Land Quality ,&* 7
Raleigh Regional Office 1628 Mail Service Center M RR
nbr 04/99040redo.206
Water Quality Section Raleigh, NC 27699-1628 One
NorthCarolina
Aahrrldy
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
Jir.i-23-04 08:12A p .•
Cegy
150
114,
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O STREAM BUFFER
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KnghtOade Apartmmf.; LLC
Usc T.-h-se Aporfmmfs
7onc RMT
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Harman L Porker, £TAL
Use: Va -t
zone: 0P
DO 09404, pg 4602
0!
To be Recambkiod rite
porcd 11754147460
NcKn;gV ol(ce center
Usc Tjpkd Office
7onc 0P
DO 06161, py 1193
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: GYOVJ - N -Le.arh 92n ca-4 Date: I -2,9"o +
Applicant/Owner.
Investigator: e r Davit LsS County: V,14 fit:
State: N (,
Do Normal Circumstances east on the site? Y s No Community ID:_
Is the site significantly disturbed (Atypical Situation)?,, es No
Is the area a potential Problem Are Yes QE)
If needed, explain on reverse. Transect ID:
Plot ID:
VEGETATION
Dominant tan ewes Stratum icator Dominant Plant Species Stratum Indicator
4en ic?
1.1?11i?A
FQ(,_?_
VY?e,
9.
G
2. T-4; *i I • Q8 L 10.
3. C4 H. y-) 11.
4. vl"tin ??;.•n. { t AcN 12.
5. n r;. T?L? bBL 13.
6. 14.
7. F! rC4_ Nr?6" c u 15.
8. 16. _

Percent of Dominant Species that are OBL. FACW or FAC J?
(exc!udin FAC-). V
Remarks: 1
?CA?ar! gYDt^+?^y
i?1 .S?Qa... G?a?w?'(T ?iJtOu?..! pnly Zt7?D

HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology indicators:
- Stream, take, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ inundated
_ Other _ Saturated in Upper 12 inches
_Z J Recorded Data Available _ Water Marks
_ Drift Lines
- Sediment Deposits
Field Observations: Drainage Patterns in Wetlands

7
' Secondary In6cators (2 or more required):
Depth of Surface Water. (
,n.) _ Oxidized Root Channels in Upper 12 inches
Q rr _ Water-Stained Leaves
Depth to Free Water in Pit' 7 u (in.) _ Local Sod Survey Data
rr _ FAC-Neutral Test
Depth to Saturated Soil: I y fm.) _ Other (E)plain in Remarks)
Remarks:
B2
Append x l3 Blank and Example Data Form
SOILS
Map Unit tJame
(Series and Phase): ?Gt t/l?n / DraInage Gass-. _ L
Taxonomy (Subgroup): - Tv?i C Nao & d h ff . Fletd Observations
Confirm Mapped Type? Yes
Prom e Description-
Depth Matrix Color Mottle Colors Mottle Abundance/ Te>sure, Concretions,
(inches) thd2nn IMunePn F aisll fMunsel Moist) Simi ontrast Structure. etc.
-I Z .t?? 1 1oyR V- 4- S? L
to Y R V/ i o vp "A Few F,„ C SL
Hydric Sol Indicators:
- Hstosol _ Concretions
- Hsk Epipedon Hgh Organic Content in Surface Layer In Sandy Soils
- Suffidic Odor _ Organic Streaking In Sandy Soas
- Aquic Moisture Regime _ Listed on Local FWric Soas List
- Reducing Conditions _ Listed on National Hydric Solis List
- Gleyed or Low•Chrora Colors II - Other (Explain in Remarks)
Remarks: '0'74 1,96 i n? 2 T.tr?? ?j.b.-,, e G? 2 O $]?eq Inn
?T ). Ut?v lZ N is SDo,?'?ev??r 1.
I /
WETLAND DETERMINATION
Fiydrophytic Vegetation Present? Yes (Circle)
Weiland r (Circle)
Ftyd ology Present? Yes
Hydric Sals Present? Yes ,No is this Sampling Point Wktvn a Weiland? Yes (No /
Remarks: (? 1
Okr?iv el ,SCr/ S 6ro ?,r'(,[ j-; p l S be-q, 4QVC 10ezv% 41AV ce b LIiA
Approved by HOUSACE 392
Appendix 8 Blank and Example Data Forms B3

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LIM.`

"'-CONSULTING ENGINEERS, P.A. ><=>
REV, CIVIL. MUNICIPAL It STRUCTURAL ENGINEERS GENESIS
SHEET COMPREHENSIVE ENVIRONMENTAL SERVICES
I OF P.O. Box 7966 / Rocky Mount, N.C. 27804
Phone: [phone] ` ww.oppion*nyin..n.com
SCALE: = 30' Pax: [phone] E-Mail: cdmin0opplanonpinews.com
-4• O?-
BOUNDARY DESCRIPTION SHOWN IS NOT FOR RECORDATION

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wa ike Ca U ?* N R CS m
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R CONSULTING ENGINEERS, P.A.
Rte' CIVIL, 4UNICIPAL & STRUCTURAL ENGINEERS uwcys ??^?
is ( '11 t,
SHEE[ COWPREHENSIVE ENVIRONMENTAL SERVICES
f OF P.O. Box 7966 / Rocky mount, N.C. 27801 FRI 0 (E EM
Phone: [phone] www.appion*nyin#grs.com
:CALL: NAB fax: [phone] [-Moll: adminoopplonenylnx*rs.com B
?• OUNDARY DESCRIPTION SHOWN IS NOT FOR RECORDATION Appl4ir
PHOTOS OF EXISTING DITCH AND EX. 36" RCP
No.
No. 3
No. 4

1 ?? *1 ate;

No. 5

No. 6

4
?4 s • _

:-- ---I

No.
BIORETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
Grow-N-Learn Child Care Center
Maintenance activities shall be performed as follows:
Description Method Frequency Time of Year
General
Check for trash and debris, general Visual After every As needed or Monthly
condition of the bioretention area and significant runoff as a minimum
check and clear outlet structure of any producing rainfall
obstructions event or month)
1A/ecrlinn of 11nvvnnfcri nInnt mnforinic Rv hnnri i Mnnthlv Monthlv
Inspect and repair the collection Visual Quarterly Quarterly
system for proper function
Soil
Inspect and Repair Erosion Visual Month) Monthly
Inspect soils for proper drainage of Visual After every Whenever needed
water. Should the area retain water for significant runoff
more than 4 days, the facility may not producing rainfall
be functioning properly. Contact event
Department of Natural and i
Environmental Resources for
evaluation and recommendations for
correction.
Organic La er
Remulch an void area B hand Whenever needed Whenever needed
Remove previous mulch layer before By hand Once every two or Spring
applying new layer (optional) three year
An additional mulch added B hand Once a year Spring
Plants
Remove and replacement of all dead See Planting Twice a year 3/15 to 4/30 and 1 /1
and diseased vegetation considered specifications on to 11/30
beyond treatment plans V, V
Treat all diseased trees and shrubs Mechanical or by NSA varies, but will aepenc
hand on insect or disea e
infestation
Watering plant material shall take By hand Immediately after N/A
place a the end of each day for completion of
fourteen consecutive days and after % project t
plantina has been completed
Replacement of support stakes By hand Once a year only remove stak
the spring s iF

I
Replace an deficient stakes or wires B hand Whenever needed Whenever needed
Trimming, Harvesting, Pruning Mechanical or by uepends on the 5pnng for most plants
c
hand plant type. Consult Consult plant exp ?rt
plant expert for best best time to prune
.J time to prune specific species.
specific species.
V Q4
Pang 1 of?
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to
changes to the system or responsible party.
Print name: Ann Slade
Title: Owner
Address: 706 South McDonald Street
Phone: [phone]
Signature:
Date: ?•- ,.7
Note: The legally responsible party should not be a homeowners association unless more than 50% of thl
lots have been sold and a resident of the subdivision has been named the president.
I, 1vw? "y-C Y-, , a Notary Public for the State of
County of NO, rah , do hereby certify that Qv-r,-t, '?i Qad?L
personally appeared before me this 2F? day of ?o.anv?a.u?_ o'tCYJS , and acknowledge the dl
execution of the forgoing wetland detention basin maintenance requirements. Witness my hand and offici I
seal,
-^ , 'OFFICIAL SEAL "
Notary Public, North Carolina

<t .? M County of Nash
Kim Hear
y Commission Expires.
SEAL
My commission expires oZ QO l«
Pave ? nf
Date: 0
To: ? ARO
? FRO
? O
2 RRO
From:
Triage Check List
Project Name:
DWQ#:
County:
Kevin Barnett
Ken Averitte
Alan Johnson
Mike Horan

? WaRO Tom Steffens and Kyle B
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919)
The file attached is being forwarded to dour for your evaluation.
Please call if you need asst}stance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? E2"A nimization/avoi a issues
?Buffer Rules euse, ar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
e
LLB,
Comments:
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Grow-N-Learn Childcare
Project Number 05 0001
Recvd From APP
Received Date 113105 Recvd By Region
Project Type child care center
County Wake
County2
Region Rale.
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
F 39 Stream O Y O N ? 27-32 NS?V 30,402. 20.00

F BR Btiffcrs FT _0N ?F-?r 30,402. 0.05
N
7--
F-F--p-7-0 N F__IF_F_F_F__
Mitigation Wetland
MitigationType Type Acres Feet
I F_ F F__
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/Cond O
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1
Re: 05-0001 Grow-N-Learn Childcare, Wake Co.
Subject: Re: 05-0001 Grow-N-Learn Childcare, Wake Co.
From: Eric Kulz <[e-mail]>
Date: Fri, 14 Jan 2005 14:51:46 -0500
To: Cyndi Karoly <[e-mail]>
CC: Cynthia <[e-mail]>
Cyndi:
Bob Z. talked with me about this project, and as far as the buffers go, he said the
project shouldn't be a problem. Based on the info provided and the photos, somethi
probably does need to be done to stabilize the area around the pipe. Given the
current condition of the buffer and the planned restoration (seeding and reducing t
slope), the project should result in reducing/preventing further erosion around the
pipe.
With respect to stormwater, the plans list the impervious surface at 37.73% so I
imagine a stormwater plan will be required.
My comments are on FileMaker.
Eric
Cyndi Karoly wrote:
Eric/Mike - this project was triaged to you guys for review this week. On section
XI of the PCN, they didn't provide the actual calculations needed to determine
whether or not a stormwater plan is required. As you guys are reviewing it in the
field with the applicant, please try to extract this info from them along with
other deficiencies you may see in the application. We very well may need to
require a real stormwater plan from them. Please coordinate with Cynthia Van Der
Wiele as necessary to address stormwater concerns. If a plan is needed, then she
will be reviewing is (unless our new 1/2 time stormwater engineer starting on Feb
7 is up to speed by then).
1 of 1 AM
I
I
nenr ncrnmi_ neiimemc nurnAII
Subject: Re: 05-0001 Grow-N-Learn Childcare Project
Prom: Cyndi Karoly <[e-mail]>
Date: Tue, 18 Jan 2005 15:43:46 -0500
To: Debbie Edwards <[e-mail]>
Debbie Edwards wrote:
Cyndi,
I have a question about one of the projects that you gave me to review and write
up. They are proposing 20 feet of impact on an intermittent stream and 2,313 sq.
ft. of buffer, this impact is on an adjacent piece of property basically extending
a pipe and stabilizing the area with rip-rap, the piped piece is not buffered.
The property they want to build the childcare facility on is going to be 37.73%
impervious. They are proposing to treat some of the stormwater (how much is hard
to determine) with a bioretention area, and some they are sending to an existing
pipe that flows into the intermittent stream. They have including no details of
the bioretention area for Cynthia to review. How do you want to handle, do you wan
me to issue with a condition to send in a stormwater management plan for review in
the future or do you want me to put on hold and request the stormwater management
plan now. Debbie
This is a very recent submittal. Let's put it on hold pending provision of the s
plan. Thanks.

'of I
mailbox:WCI/Documents%20and%20Settings/bob_
Subject: 05-0001
From: Bob Zarzecki <[e-mail]>
Date: Thu, 06 Jan 2005 12:34:27 -0500
To: "Eric Kulz (E-mail)" <[e-mail]>, Mike Horan <[e-mail]>
Eric & Mike,
I've been to this site with the Town of Knightdale. The Grow-N-Learn day care cente
property will not be impacting any wetlands, streams or buffers so I don't think tha
r2?Lt,? we have a catch on it for stormwater. However, they are proposing bioretention areas
anyway. The impacts that they have requested are on an adjacent property where the
_. Town is requiring them to repair an existing outfall structure. They will be laying
back the slope, revegetating it and installing more rip-rap. This is in a stream
segment that the Corps called jurisdictional, but Mitchell did not start the buffers
until further down. His call was made however in 1999 so he was probably only
t looking a portions of the buffer that contained "forest vegetation". If we were to
make the call today we would call it further up. Regardless, I don't think that it,
?J an issue because they are only repairing an existing outfall. Looks ok to issue to
me.
- Bob
1ofI
Wbn ConsuWngfcmgineers, P.A.
Amount: $200.00
VendorlD: V268
Payee: NC Dept Environmental Health and
Address: Natural Resources
Check #
LEIFUVIO
JAN 0 3 2005
DENR - VJAT ER QUALITY
?',?Nu'.DS FJ;D S ? CFfSJA(ER EtiA?Ct{
Invoice # Project ID
Amount Notes
130103
$200.00 Neuse Buffer Wetlands, 04-004
D12@
D
DEC 0 3 2005
?VATER
c7Lt'?OgrkyD STO WATER QUALITY
©Copyright 2001 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduotian o reproductian or other use is allowed without his permission,
ENERAL N TES
1. Location and topographical information was taken from an actual field survey performed by Appian Consulting
Engineers, PA dated March 1, 2004. Reference Datum is MSL.
2. Storm drainage pipe if shown, is to be Class III reinforced concrete meeting ASTM C-76, latest revision. 3. All materials, construction, workmanshi shall meet the Town of Kni htdale Standard S ecifications and Desi n. I
P 9 P 9 4. Contractor to refer to Geotechnical report for guidance in sitework, if available. 0
5. All concrete is to be minimum 3000 psi at 28 days, air entrained except dumpster pad to be 4500 psi, unless
otherwise noted on the Ions. P d•
6. All si ns, avement markin s and other traffic control devices shall conform to the Manual on Unifor r 9 P 9~ ~ m T affic 1 ~ o
Control Devices, latest edition as amended, and are the Contractors responsibility. ,;,~,y ~.g. ` ~y ~ J O
7. The Contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or Town 1:~A~11"I
right-of-way. All methods shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) and NCDOT ,Y.+? R94A z Nr4 ~ ~
standards. - ~~~N~ 8. Contractor shall saw-cut to provide smooth transition at tie in to existing edge of pavement where applicable. ~
9. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued
by AGC of America, Inc., and the Safety and Health Regulations for Construction issued by the U.S. Department of
Labor. U Q
10. Existing utility locations shown, if any, are approximate and shall be verified in the field prior to beginning W
work. Contractor shall contact NC One Call Center at 1-800-632-4949 for locations of existing utilities prior to 0_ Q
beginning construction. 11. All disturbed areas shall be landscaped and seeded within 15 days of completion of construction. } Q
12. On waterlines "Me alu " 'oint restraints ma be used in lieu of concre g g ~ y to blocking at fittings normally required D
to have concrete blocking. Verify acceptability with Municipality before employing for approval. W J QQ
13. Regulatory signs (i.e. STOP, etc.) and street name signs shall be manufactured from high intensity reflective F-
materials. Street name markers shall be provided per local municipality or NCDOT requirements. 2
14. Lot dimensions shown are approximate. 2 Y
15. When clearing right-of-way or easements, watch for tall young slender unbraced pine trees that could fall into D
the right-of-way after construction is complete. Bring to the attention of Engineer for resolution during clearing operation.
16. An relocation of existin electrical facilities will be at the develo er's ex ense. Y 9 P P ~C°~ ~Q4 0 ~ e C~ ~ M~QL~Q ~~7 p~Q~l
17. All fire hydrants shall be set to height per local municipality. Adjusting fire hydrants to grade is considered e D o o 'e e o L~,I i QDQ~ 0 D e
incidental to the cost of the fire hydrant. C~ ~ ~40G~ U~] D[~QQf~q y~ CSC pL Q~
18. Property is NOT located in a FEMA mapped flood area or Flood Hazard zone. The flood insurance rate map for ~~°N~ U~,~ e e o 0 0 ~QQQ~Q~~ e ~Q~~ pQo o D OG=QL~C~ ~ DC~~' aQL~~
the area is 37t83C0388E. C~ ° a ~,QaD e ° ~ e ~C~apQ~ o ~ pdQ~
19. Owner is responsible for determination or discovery of existing underground storage tanks (UST), septic tanks, abandoned utility lines, graves or cemeteries that may exist on the site. °e~ °r~i 0 0 o D e o 0 000OUV ~ a ~[~DQ~iIC~~]11 0 0
20. Contractor shall exercise extreme caution when working under, around, and/or adjacent to existing power lines. Q~QO[~ C~Oa~' o G30~, pL~Q~
21. sitework handicap signage, surfaces, grades, pavement markings, etc., to comply with ADA requirements. , ~Q 0 0 0 e a O~Q0~1 o D C~O[~~Q C~ o 0 DC~~aQL~ o ~ ~ ~10~C~
22. Contractor will be responsible for providin all avement markin s in his bid. All lines are to be 4" white 9 P 9 GC°~l C~~C Do o ~ e ~ O[~ C~ o D O~l~QO~ D C~~aQ~~
unless otherwise noted. ~®b 0 ~~~~~~Q 0 Oa ~104C~
23. Site Contractor is to assume responsibility for all water and sewer utilities from a point 5' outside of bulldin to 9 L~ 304[ ~C~~]
point of public connection. 24. All site plumbing is to meet the NC State Building Code Volume II, Plumbing. - ~~~an~
25. Do not pour any concrete before forms are inspected and approved by the project engineer and the Town ; a ~ ~a~ CMG°~I~ [~0~ C ~ e o ~ e C~ dQ~1C~ o OMB o D C~0[~~`~G3M ~Q C~ Oil DC~~aQL~
f• ' ~ 3 inspector. Failure to do so may constitute removal of work performed at Contractors cost until made satisfacto ~ I ? ~ ry _ s. ---r uUUDe~ ° 0 ~ e ~Q~ 0 C~OM~ o D C~O[~~~Q MC~~QO[~ DC~`~ aQ~~
by the Engineer and the Town of Knightdale. i I ry `'?CMIA I~IR 0 D e e e o e Ofd C~UvJQC~C~~ D D DQ~C~ ~~QI~DaG~D D
26. Site disturbance is more than 1 acre therefore an erosion control permit has been applied for. No work shall l DL~~aQC~~
begin on site until an approved copy of the erosion control permit has been obtained from the review agency. All -_t ~~~Q~ 0 Qy D e a e o e 0 C3a0C~a D ~DQL~C~ ~~Q~] D D DaG3D DC~~QQf~~
additional erosion control items that are installed that are not shown on the Ions shall be a roved b the local ' --a P ~ PP Y agency or the Engineer before installing in order to approve for payment. Items not approved will be installed at ~ °~r 1~1 1~ t~ D e e e ° e ~~Q ~ D `~DQ D D ~L~ ~~'Q~JDaQD DC~~aQ[~~
the Contractor's ex ense. ~ ~a~e ~ ' ' P Ke ~ ~ e e e o 0~ a[~U C~ D D D DQ~C~ ~~Q[~DQ GAD D[~~aQL~~
27. Provide handica ram s as shown on Ions. P P P C~ bC~ P
28. Contractor shall watch for any potential upgrade depressions adjacent to and behind proposed curb. Should any dQa
t be detected, fill to provide positive surface drainage over top of curb.. ~~ai<~, ~ ~
29. Electric power is to be placed underground, and shall be installed, if possible, before curb, pavement, and a 2 3 4
seeding of adjacent area. Coordinate wffh utility agency. Do not seed and mulch behind curb until underground ~ ~ LOCATIONS ; , t~v: X IfNPERVIOUS vALCUUTION OFF-STREET PARKING CALCU ION
electric has been installed. Coordination of electrical lacement shall be the sole res onsibili of the Contractor. ~ s P P tY n~~r• 1 • 30. This site is not located within a Watershed Protected Zone. ~ ,F... ~ ~ ~ LAT No„T„ Total Lot Size: 67,035 sf+ Per A '
31. The streams shown on the plan and shaded as such have been confirmed by the NCDENR to be located within ( rticle 13, Table 13.7, Use No. 4.24) Existing X Im us: 0 X USE REQUIRED PROPOSED
the Neuse buffer. Unless ermined no construction is to take lace within these buffers. ~ n N~ii ~i P r " Surface S uore Foote a 9G Im ervious S ce
32. Existin or new operable Manholes or Wetwells qualify as confined -and require compliance with OSHA Confined ~ g ~ s ~ 4 g p Child Da Pa Use Use No. Total Spaces Off-Street P 172It3 25.78 y 6 Child 37 Re ular S aces
Access Ent ro ulrements. Certified a ui merit, ro r notification and other a licable a ul merit and or devices o ~ LOCATI) ry q q P P P e P P q P / OCATION SKET H car ~ 150 25 g, p Ci e C Sidewalk around butldin 1 901 enter 2 Handlca S acel
ma be necessa to ratect workers, after system is operational from hydro en-sulfide as build-u or an NOT To SCALE Y ry P 9 9 P T TO SC'~ALE 9) ~ 2.84 1 Staff 14 14 p p Proposed Buildin , ' , ~ 9.11 TOTAL: 39
otherwise oxygen-less environment. 1 rr r ~ ~T 33. All handicap ramps are to meet ADA Accessibility Guidelines for .9uildings and FacillHes as detailed in Federal .4' 39 Total 25,28 j of .73 X 1. Han ace r ~
Re ister, Vol 56, No. 144 dated Jul 26, 1991, rules and re ulations oeMvated~~Ja ' 26, 1992. also rofer to 9 Y r 9 ~ . d'ioop sp equ ement meets ortide 13.5.15. 2. Loading Space not required ToMn of Kni tdale Planntn De artme
North Carolina State Building Code Volume 1-C, Making Buildings apd Facilities Accessible To and Useable by the ' PK 9h 9 P nt.
Ph sicall Handica ed" latest edition. Y Y PP SITE PLAN LEGEL _ UT~ITY SYMBOL S SITE INFO.
34. Contractor is to bring building pad to wffhin 0.1 foot of the subgrode tewl. See bidding notes, specs, or soils
re art for clarification of otentlal aurcha a ans. P P r9 o ® a 35. Boundary information is shown for nfennce only. Conwlt Plrofeplonal Land Surveyor for boundary data. 9 tX CURBtGOT~R DRAINAGE PIPE, FES (FLARED TRACT ACREAGE: 1.54 Ac. NUMBER OF fie REwW END SECTION) do RIP RAP. NO. OF LOTS: 1 EMPLOYEES; 14
36. Unless nosed otherwise, all trees not marked to be nmowd on not to be disturbed. They an to be protected
from damage by equipment during construction. M K u~ES. c NIGHT VENT LL MAX. NUMBER ~ ~U! ~ 9ASM ORAOAOE ZONE: ~ OF CHILDREN: 150
37. The Contractor shall be responsible for the npalr of any pavement or existing utilities that may be damaged PIPE d< JUNC110N BO>C MINMIUM BUftDING SETBACK: BUILDING AREA:
i on 20 TRAM rc se cauti 1 STRE due to construction activi Exe W. CHA ET +r ~ FRONT: 30 EXISTING: N/A
38. It is common for revisions to occur to the sealed drawings during the permHting and bidding phase. Asa f " N RTH 0 CA CARY ROLMIVA 2751 1 PIIO AIL UP IEE, G.V, do FlRE Hl'ARANT SIDE. 15 PROPOSED: 6,105 1 REAR;
result, only plans signed and dated by the Engineer of Record in the Approved for Construction certificate (in ~ addition to the signature and date over the seal) and, if applicable, also bearing the. signature and date of the W/BLOCKING Z0 TOTAL: 8,105 SIDE STREET: 30
[phone] applicable local government authority reviewing and approving the plans, will be considered the Approved Construction C; DI .AlIFJ1 UGN' B" S.S. dt MANHOLE MIN LOT FRONTAGE
Drawings. These plans only are to be used for construction. Work either staked or constructed from plans o SETBACK: 75 LOCATION:
stam ed "Prelimina " or with the si nature missin from the "A roved for Construction" certificate will be ~ Q ~ ~ o P ry 9 9 PP 9 CITY: KNIGHTDALE
considered unacceptable for construction. The Contractor shall be responsible for remediating and correcting all H PMQO® AREA LIC~iT ~ ~ G'~ W/SLOCKING MIN. LOT S.F.; N/A STREET ADDRESS: 1002 MULFORD CT.
conflicts created b him, at his own ex ense, which ma be at variance with the A roved Construction Drawin s. Y P Y PP g R - -LEA WN R N ~11Lt~ AR E DENOTES STOP SIGN LOCATION KNIGHTDALE, N.C. 27545
39. Building Contractor shall be responsible to verify the minimum building setback requirements with the building inspections office before construction. P 14 'i`, :`;''Y°'''i`' OOIGiE1E ¦ DENOTES NAME LOCATION COUNTY: WAKE ~
.0. B X 9 _ 40. All construction debris shall be disposed of off-site in a state permitted landfill. STATE: NORTH CAROLINA a
41. Owner to be res onsible for sl n ermit and sin lacement. ENFIELD NORT w P P CAR 9 9 P OLINA 27 2 ~ _ ~ PARKING INFO.: o
8 4 ~ 2. The location of the topsoil stockpile shall be coordinated with Developer. 8 2 -MM- a a1i~. LINEa ~ REQUIRED N0, 39 ~ • ~ ~ WATERSHED PARKING SPACES: i
„ " • • (252) 445-107 5 43. Minimum bury on underground electric is to be 48 . Minimum bury on Cable TV is to be 24 . Minimum bury . ~FESS/ _ P0.Q IR~R-O~IIND ' ~ 1'• TYP. PARK SIZE: 8.5' x 18' a -nE- EL~C • Q ~
on Telephone is to be 36". ' REGULAR: ° 37 n
44. Unless shown otherwise on the plans, all slab-on-grade finished floor elevations shall be set at least 1.50 feet SEAL . ¢ HANDICAPPED: o 8 21 ~ PERVIOUS AREA:
above the hi hest to of curb elevation curb is defined as the curb located on either the front or side of a lot AUTHORiZATIONI~OCON9TROCTIIYQROVJ6MLrNTS g p ( th , whichever is higher). On-site lot drainage is the Building Contractor's responsibility to work to assure positive -IS-- ER SANITARY S;ER ~ "VAN ACCESSIBLE 2 •.•F 41,746 Sf. 62.2771
drainage around and away from the foundation of the building through the use of diversion swales or surface 1PA~1'['1llter~fothre~iMMiiwedtgOierih~labyrA+ '•~sINE~;.• OTHER: N A
drainage. ~'i~ IMPERVIOUS AREA: o -1~?-- FX MATER MA.N? ~i~~~ h. ~ TOTAL: 39
45. Maintain a minimum exterior rode dro of 8 inches below the finished floor elevation. Do not lace Wreerlt~Ee: Ptrsdt# 1lenielDsl~ 9 P P h~U~~~U~ 2 -Z'. d 25,289 Sf. 37.73 X p,,~~~ rn
landscaping fill against the foundation of the building in such o way that the outside grade elevation is raised W - 1-7101 ~d AREA DISTURBED 1.71 Ac. WAKE COUNTY PIN: 1754145585 ~ ® N ---------950 . EXISI~IC CON"i01~ ~Y~ ~.Y
hi her than 8 inches below the finished floor elevation. 4°~~ PQ°~# 9 8
Lund Diebobing P~# # bye 1De11! 3
>00 PROPOSED CON10~ ~ ' a
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DEG 0 3 200 N0. Q DATE: DESCRIP110N: ~ BY: CAD: a
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APPIAN CONSULTING ENGINEERS, P.A. 841 South Wesleyan Blvd. Rocky Mount, N.C. 27804 0 N
Phone: [phone] 'PE Fax: [phone] SEAL C N
Email: admin®appianengineers.com ; D&C • U
World Wide Web: www.applonengineers.com 0

. _!x.

©Copyright 2001 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service far a
particular site or building improvement and remains the property of the Engineer for use under his su ervision. N p o reproduction or other use i or other use is allowed without his permission.
11~a Ili I II ~ a1 II I i III s~°
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J I I II ' III 1 II //j J 11 I 1 I II ~s/ COORDINI z. COORDINATE ALL AC11V111ES WITH THE TOWN OF KNIGHTDALE UTiIJTiES DEPT. CONCRETE } ~ ~
II III I I Ill / / TOWN EM I I II III II / / ~ , TOWN EMPLOYEES ONLY ARE TO OPERATE EXISTING WATER VALVES. 4" 3,000 PSI ~ m 3 3 3 3
III J I Ill ` ~ MAKE CO r II III J i t 1 ll I I u° ~ i FELD VEf MA " ~ ~ S/W SECT. a a a KE CONNECiION TO THE EXISTING 8 WATER. AIR ENTRAINED ~ FlELD VERIFY LOCATION do DEPTH OF EXISTING WATER LINE. ® 28 DAYS . „
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1 A~ 7/ ~ 1 k II ~ ~ 1, , ~ ' • Use: Vacont ~
rR1 Zone: OP ° ° v~ t ~ DB 09404, pg 1802 \ ~ ~
EX. UGHT POLE TO BE 1 • F- FW-
I ~ eur ay lA ~ - - - - - - - RELOCATED ~ _ ~ I I ~ x•29 ex. 30• cErg r PRO. 8' DIP WATER ITER 'R f~ 1• z ~ o 0 0 0
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E~ a; ~ 1 111 I 11 1 1 1 3R M O P~'\e . (2) 3' MOWER i j ROCKY MOUNT N.C. ACCESS GAZES 11,250+ SF. ~ , m ~ 27804
o t~ I 11 1 1 1 11 1 1 , ~I W; J ~ y~ ' y1. 0 1 l 11 1 L' 1y _ o . _ ~ , ~ • PHONE: [phone] ` . • ~ • ~ ~ ~ FAX: 252 97 - ' ~
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1 11 1 0 ~ ~Q •6 ~ ti 111 ~ 1 1 1• .1 , ~ 1 ~ ~ CURVE LENG ' .............................._.TM.....RADIUS CHORD BEARING CH ' ORD DIST. DELTA
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• l ` 111 1 N ~ " ~ ' ®B. 'x18' ~ a©e 11 1 1 , ; ~ ii ~tN ~ 3 43.21 ' 25.00 S50.08'S1"E 38.03 99'01'37" ; ~ ~ 5 21.
I 1~ 1 1 11~ 1 1 caunoN . ~ 1 ~ ? . , ' i ~ • ...............__.........25;00 S23'2T39 W 20.41 48'11'23"
UG. POWER do UTILITIES Q 1 1 11 1 1 1~ ~ i n~® ~ 5 R IN THIS AREA. FIELD ~ r' 't ~ 1~~ ~ • • h 'TV• \ , , 1 I• =PRQ4ID:ASPHAl,T.-:~ ~ •'.ii ~ ~ ~ .y B 120.59 . t„""~ ,ryg SO.OO N21~2'21"W 93.42 138'11'23"
1 1 111 1 r^ ~ , r. \ VERIFY W/NC ONE-CALL 1 1 1 ' ~ ~ TYPICAL WHEEL BUMPER ` . `fir ' ~ ~ ~,ye,
sg 11 1 1 11 1 1 , ~ ~ ; i SEE DETAIL 405.02 ~ J ~ ~ ~ ~ ~ / , f ~ t rt
- `I 11 111 1 1 1~ i G•-- ,y~ f ~ CIEARING U w ~ 111 1 ° 1 `t+~ ~ MITS / 0 5 ~ '.~''a!'~`
x 1 t ~ I , c' 111 . 1 ~ 1 \ , . ` 1I 11TS OF DISTURBANCE ~Sla PG \g ~ . C.° ~n~ - ~ 1 ~ ~ , ~ ESSJp' ~ PLAY AREA N9•. ,
1 ~ 1 t ~ ® 0 , ~ ~ i © N roe. rP.eon,Elned warn C`?ALCt~,ATIONS :•Q < psrw p754147460 Number of _ Children iS0 $
\ S 1 M 1 ~ r~ ~ ! 20' P 1 -PRO ASPH - P INDOOR:
\ ~ 4 ~ , 1 M 1 , • ti RIVATE EASEMENT ALT C~ , 1 ~ ~ ~ ~Pk ~ s ~ j \ ' 111 1 ~ i S, t >T~`,, c rll ~"i ' . ~ ~ 3,750 SQUARE FEET REQUIRED' ~ 8421 , ~ ~M.~. ~ ROOM S
REMOVE 0 REPLACE 111 ~ • 1` ~ ~.'3 \ " ' 10 LF SIDEWALK ~s , \ 11 •1• , ;4 3~, ~ r >ro I M, , ~ . ~ • • ? QUARE FOOTAG i ~ ~ f I 4b.10 , r4111fti~
\ 4" THICK W/ ~ ` ~ \ ~ ~ _ ~ y`: 3,000 PSI 0 11 . 0 ~ : ` ~ ~ ` i \ 1 Yr. Old 382 grrr ~ . ~
\ 28 DAYS CONCRETE \ ? ~1b~k.2e1 . l ` \ : • ~ . • • . , ~ i ~1 1 ~ Z Z'? ~ . ~ ~ ~ A1E DRAMAGE 3 SPACES : • . ~ " ~ ~ r J7 rrunn~ j 2.2 , d I 9 ~ , ys ~ 2 Yr. Old 570.06 '
\ ~ 117`s Mr f^ . ~ ~ ; EASEMENT \ 0 8.5'x18, ~ -~,~,ff;~ - \ 111 \ / ~ ' , 1 \ ~P j.~~~~ ~ . awmgs - ~ ~ i o'. ~ ,1 3 Yr. Old
+ \ \ 111 \ ~ / \ \ : \ ~ $ •K',• \ ~ t~': . ~ ~ 586.14 ReVIeW PlR' es ONLY \ pos :f°~ ~ d ~ 4 Yr. Old
\ e _ ~ t ~ ~ 1905.51 ~ ~ 1 TOTAL N
' \ / top 27dee \ \ • UTILITY ~ DUMPS'tER PAD A ?C~ d„~.• r ~ .;k \ ? ~ \ ~ ~ ~ • EAS~IEN 276.50 - ~ ~ - 3, 789.50 Z 3'\ f OUTDOOR. 11,250 S uare s °
\ / / \ by 7/1 t7d11 ~ \ • *8 FOR - - - , SEE DETAIL 409.04 1 p~ ~ 'y . t-_ / ~Q \ 0 \ . c ? tdANHOI~`-'t ss ~ ~ 4 P 1• 6 S~` \ ~ 5 ~ y q feet re uired Q ~ ~ ~ ~r, o,\ ~ Pla round 11,250
\ \ / 2k 1\ \ \ \ r s ~ \ _ -K ~ ~~..~ss ~ 0 10 0X , 4 0 3 ~ ~ , i' . ` / 1 0 m r \ r \
I \ ~ r,,+• i . 25 sf of floor area er r, ~ p child excluding bathrooms,
\ \ a v~ . o i~ _o_ ~ i hallways and other areas unsuita I ~ ~ ~ b e for play In
~ ~ ~ ,3b 0 J' P ~ ~ \ ~ f accordance with di ~ ~ ~ a ~ ~s~ ~ f Article 12, sectio
,,r r~ za,•~ ~ ,q, ~ i n 12.2.1.1. ~ h~ r~1 seoss ~ ~ ~ ~ i 2, 75 sf of enclosed, well-drained suit
~ ~ ~ la able outdoor ~ ` ~ II p y area per child in accordance with Arflcle 12,
EXISTING PROPERTY ONES TAKEN \ \ ~ S • \ ; , '0 ~ \ ~ \ \ °ai~!O' ! 'P9'W 58.68' ex. can ser?#or N FROM MAP DATED MAY 14, 2001 BY: \ \ G \ \ \ e\~ \ ~ /SSi s~1 ~ 20~? / \ ; a'~f° ~ ~ ~ section 12.2.1,2,
DAVID R. DOLEZSAR \ \ ~ ~ ~ \ \ + ss ~ ! 8' ~ m \?g SS' ~ / PROFESSIONAL LAND SU \ \ \ \ \ ea\ ~ 5~ ~ \SB F • ~ ,,,~j ~ ara64
5217 EAGLE TRACE DRIVE \ , ~ 1 N rn a / / ~ ~ ~ ~ n~ ?~t aeras
RALEIGH \ \ ,A ` ~ \ \ ~ ~ o \ /F ~1'~~' NORTH CAROLINA \ \ \ '@ ~P \ (919 876-0145 PHONE \ \ 00) 1~ EX. NEUSE RIVER y tit' ~G 4
919 212- ~ ~ .0• BUFFER ~ ex.ca ( ) 2424 (FAX) \ ~ ~ ~ ~ ~ e3 \ \ \ ~ ~ ~ \ 1~ DO NOT ~ 0• / ~ \ ~ ~ ` e~ UT~IIY TABLE ~
1 1 \ \ \ \ ~ . DISTURB! ~ \ \ 1 \ / \ TYPE \ T D TYPE LENGTH DESCRIPTION
~ \ I \ \ F \ \ ~ iI ~ \ 1\ \ i ORE ~ 111 \ WCtBi Water 470 ft. 2" Type "K" Cap r i ~ ~ , I ts„ _ _ a
YOU DIG \ \ ~ ~ ~ ~ e I • ~ • • ~i \ I ~ 111 \ \ w•~~ • n / \ i
cnLL Tau F~ \ ~ \ I \ \ \ \ ~ ` _ _ _ _ ~ x a~ta , ~•/f I 1-800- ~ ll _ L~- - - - - e \ /~y - ~ I ~ 85 ft. 8 DIP ~1 % \ ; ~ r 1 ~ r'~ ~ - - r , r, ~ I ~ ~ ~ .
632-4949 \ '~,0 . + - - _ ~ \ \ _ . Mv. 42' Tex 27203 ~QE ~ - / ti \ I -ex. 42" reP _ . 11.- •t 5~ ,/1f/ / $8W8r ~ ~ ~ _ 15 ft. 6 DIP ~ ~ h ~ i ~J a
NORTH \ 1 I CAROLINA \ / \ \ \ 1 M1 / Sewer 160 ft. 4 PVC Sch. 4 / ~ ~ ~ ~ ~ ~ / N - r - " o r l ~ 1
ONE-CALL Y~ ` ~ \ ~ \ \ !1 d ! / ~ ~~N .l ~ ~
CENTER /nx 24' ioe 27287 / \ ~ \ \ ! nth Qo • / j
~ ~ , / FIRE FLO' These plans are for biddin u ~ \ \ \ , ~ J ~ i' .f ~ ~ rr f r,3 ~ ~ FIRE FLOW CA r ~ / ~ _ ~ ~ 1 ~ ~ _ o LCULATIONS ` , r (r ~ _ ~ . , ~ , ~ , ? .I r' z a
9 P rposes only and 3 ~ ~ \ \ . c ~ ~ / ~ 1 (PER TOWN ~ sx cD ~ - , w are not to be used as Constructio ~ / / / n drawings tap2>9•ae \ rn ~ / ~ F=18C(A) (PER TOWN STANDARDS 8.0 ~ ~ ; ~ ~ ~ ~ ~ ~ ' i ' ~ ° ~ N
unless initialed and dated as approved for T/1 373.08` \ \Y \ \ ~ I I ~ r~/ WHERE C V ~ 1 r~ I o- ~ V ~ ~ ~ ~ ~ N WHERE C=1.0 for ordinary construction. 'I, I ~ ~ ~ ~ C,, ~ ; ~ ~ ~ ~ z
Construction ~ ! ~ / / below by the Engineer. ~ ~ \ \ i ~ / ~ \ ~ A Il I ~ ~ ~ i : A-6105 sf. .I ~I dln. ~ ~ ~ r ~ _ , ~ II ~ ~ ~ Z I ~ ~ _ ~m I 3
A roved for Constructio • ` \ \ \ ` \ F=1407 m 1500 ® l_~---_~ i ~ ~ ~ ~ ~ N ~ N a 9P ~ ~r . ~ ~ ~ `1 ' ~
_ ; 9/ --c- - Date: \ ~ =i ~ ~ \ \ \ \ ~ ~ /i/i/
OUNDARY DESCRIP110N SHOWN ` \ \ \ • , ~.P. / ~ e coNTRACrat m v~tiFY a eur cE \ ~ o s 1 r?, % I ~ ~ h aD o CTOR TO VERIFY MATERI 1~~~ ~ \ ~ ~ 1 V ~ r ~ ~ f r-- 1 /
~ ~ ~ \ \ 1 \ \ ~ _ ~ _ i" ~ tap 287.44 AND HARDWARE WITH OWF IS NOT FOR RECORDATION. T~ 274se ~ \ \ , \ \ _ _ ~ / !nv 7/1 ?79.02 I \ xowARE wm owNER \ 1.,. ~o , . ' , ~ & ~ I ~.r.._...r ~ - 0 r a Q
I ~ / ~ I
I~` , V A\ ~ A \ ~ \ \ ~ ~ / AlcKnight office center ~ RECt~ ~ Knightdale Apartment; LL ~ \ \ ! \ \ ~ / Use: Typical Office ~ ~ r N ~ S~ ~ ~ ,,-.ice ~~l'^ ~ ~ ~ ~ J fl fl o J ~ c ~ 9. ~ ~ SOB'20 w
, \ \ TheS@ Use: Townhouse Apartments I \ ~ ~ \ \ \ Zone: OP ~ I drawings are believed to be a correct I 1177.
Zone: RMr ~ \ \ \ \ ~ 08 08481, 1193 representafion of actual field conditions b t ~ \ \ \ \ \ ~ \ \ pg U DB 08J9.~ pq I665 I \ \ 4. \ \ \ ` ~ C-~ v? r~ 11 a
are not w arranted as such. I \ ~ \ \ ~ \ I ~ \ \ \ \ \ \ c , V A, ~ ~ ~ ~ o ~ / ~ =s= % N l 80.76 ~ 1~ '
~ \ ~ \ \ I ' r'~~~ ~ r' ~ ~ ICI I .A ~ _ o ~ W ~ 1 I - - ~ Y ~ vv ~ ~ ~ I~l a
BY~ Date. I \ , \ \ \11 w • \ i 1 I I I , \ \ 1\\\ \ \ it I ~ II 1 ~ = \ ~ Al \ 1 $
i U ~ S. \ \ \ ~ I I ONSTRUCTiON SAFETY hk / \ ~ ~ ~ I _ r~_ k- ~ ~ ~ n ~ ~ i
These drowin a do not contain the re ulremente for \ \ \ \ ! ~ I Job safety. II provislona for safety s all be the sole i ~ \ ~ ~ ~ \ \ \ % / . ~ _ r ( ~ / E
responsibility of the contractor. i ~ ` \ \ \ \ \ / 1 i \ ~ J i 1 'fib -
.1 ~ ~ III ~ ~ ~ r)' NU CT , - 1 i;
DITK?NS~ / ~ \ ~ ~ / I The contractor shall be res onsible for t\ \ ` i / I ~ F- 1
existin ob P reviewing all \ \ ~ ~ .,J • g j conditions. Any adverse existing conditions ~ \ / / i. 1 1 ~ I ~ n ~ 4 '+l ~ ~ I I 1 ~ ~ ~ q'y,,'- 1 V T
affecting work shown on these drawings shall be \ y~~;_-~~~ ~ I . I . brought to the attention of the en Ineer for OWN OF \ ~ ~ ~ :i' i O ` 1 ~ .I ' i I V i- ~ f ~ in
g possible K H CONSU TING INFERS \ d' , I . clarification or reconciliation. \ , e , t q . ~ W~ ~ ~ y ~ J Q ~ 1~ ~
h I . \ \ / I e i ~ ~ , ~ . r 4 I ~ r~ _ CV ~ ~ ~N ~ ~ 78 1, \ I 1
Thia eineinn i•ne F.ea.. s„t.....~J s__ a~_ T_ _ . . \s . , I ( r, 9 ~ lil ~ 01 ,~J~1 t . n ~ t l ,II . W N ~ I
.---vvvn iovivevu ivf Tne sown OT Rmgntaals by \ r rr/ ADA AND LEGAL DOCLAIMER the underai ned-consultin O Pj
This document is not represented g g engineer of the Town of 4. rrrrr to compTYPICAL DEI ly with all Knightdale, and to the best of my knowledge and belief, it rr AL DECORATIVE FM 44
q contained in the ADA or other laws. conforms to the re uireme ~ r rr Engineers are not licensed to Interpret laws or Ive q nts established in the Standard \ y
advice concerning laws, the owner should have g Specifications of the Town of Kni htdale. FENCE D WCE DETAIL Miz A n J ~,y v I p . V n
document e this g / NOT to SCALE reviewed by his attorney to determine \ I! SCALE ' 20' legal compliance. By: Date: rO SCALE < u
3 o zo ~o so so ~o so „ J o S' 98-000
V I E g v m w)( p-0000 0
0
U CE-1

©Copyright 2001 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use ~ or other use is allowed without his permission.
i i l L L L
11 ! +s Ii ~ III III 9 . ' ~s'°~~. , I I ° ~ ~ ~ ~ ~ ~ I Q ~ (7 PAVEMENT SEC110NS
i I, ~I ' I I I ~F. ~ ~ I o iI ' II ~0 ~ i I I^~ of I ; 'i• • 5p 1 ~ i ; I
iI ~,v I ~ I ~ , I k I Ill ~ ~ r v I I I r r r - , Z ui vi vi ~ i 1 ~ CONCRETE m 3 3 3 3
i 1 4" 3,000 PSI ~ a d d er ~ ` ~ % t AIR ENTRAINED S/W SECT.
t I I ~ I I I I I 1 ll I I, f~ I II ` I ~ i A I~ I ~ i / ~ / ~ I ' i , 1 ' i ' i ~ 0 28 DAYS z
II'll is I' 61. , I~ b~ III I, ~ vv l / ~ my ' 1 i ~ ~ ~ ~ CONCR ~ ~ , ETE I u, x i , ! i m z
t I~, I 1 ~ I Ill - I I,. II T ~ 1 h 1 Fte\Ster 6. u~ ` / ~ ~6/ \ ?~tf / ~ , ~ , o, 1 4 U 0 `v 2" SF9.5A LIGHT DUTY
I'I I ( r ~ I i II ' ~ I Use: US~Postol Service ~ s ! -N~` r; a ~ ~ ' ~ ~ PAVEMENT SECT. I I ~ _i_ _ _ , ~ ~ ~ 6" CABC ~ ~ ~ ~
I I + ~ - _ I I Ii Zone: OP / ~o N N~ ~ ~ ~ i TA 10+00.00 `
` ± I . I ll~~ ~ / / / + 1 III I I ~ ~ ~ _ 9 I I ~ 9 Z W W W W ' T~7.14 ~ ~ ~ ~ ~ , ~ a 0~,
I k I 'I , I r' I ' i I h- / ' ~ ' ' ' ~ ' " HEAVY DUTY - a 3 SF9.5A ~ ~ ~ ~ ~
W ijr I , ` ' ~ / ~ ~ i I II t I III I I ~ r, l I / I r I 1 ~ , d.;. PAVEMENT SECT. Ul ~ z 1 r i ~ ~.~~°f - w 3
I I I ~ ' I v,v :ill I ~ ~ , 1 I ~i ~s / r ~ , , ~ ; / ~ ~ ~ s / ~ STA 9+18.2 + / / 8" CABC ~ ° 0 0 0 0 ~ ~ ~ ~ ~ ~ r m W
~ / ~ 1 \ , , g . ~ / i ~ / / 1 Il EX. TC ~ 85.98 + , , A ~ 1 / i~ ,60 / / I 3 \ ~ r ' 66 ~ / / / I ~ ~ , ~ ~ ~ ~
1 1 , ~ ~ i` , ~ Norman L. Porker, fTAL ` \ ~ <
/ ~ y~ ~ - I' ~ -=r't• ~ ST 9+39.13 `i ~ 3 r \ ti ; r9 ti -~T/ T~ r ~ ~ ~ / 1 ' ~ - - - Mb ~ ' / i v/ I ~ ~ / ~ I 28826 5TA 9+ 83 ~ ~ Use. Vacant ~ U ~ 9+ 83 i Zone: OP ~
- I--~ , ^I / \ _ iii// C ,I I rY9 1 F• ti~ / I \ F6 9 ~ , TCi 286. 286. ' i ~ a DB 09404, 1802 ~ ~ ~ 0 ' ~ i r N P9 1 ,
' 1 k ~ ~ ~ _ _ ~ \ ~ b' b'- - / / 'SAW CUT \ - - - Q - ~ 11 , /REMOVE EX. ~ g , II ' ~i I cl i ~ - - - \ - ~ _ _ _ ~ / ~ ASPHALT do CdcG AND \ \ o = ' ' '
~ ` 3 ~ ~ \ ~ - ~ ' ~ i REPLACE USING PROPOSED - ~ C/L STA 10+OOa00 ~ I ex m fA ~ r\ I ' \ ,ELEV. 286.72 110+OOa00 i ~ I I I l
' I I ' I t 28•!.19 ex. 30' cdtg , ~ SHOTS do PROFiLES oin STA 9+43.82 , , t I ' rely f/t 281.50 I I v, ex. wo er m e I ~g Td 286.33' 36.72 i TA 10+37.50 _ u1 v1 ¢ N o o N ~ I TC 287.70 er a= ° I o~ N
' ~ 50 PUBLIC R~W ~ - SjZe & a p a . I I ' 1 I venty !oration, ~ !n9~ ~ / I+ , '1 i ~ S038'2"E_ 144.79' ~
_ ~ • - - I a N 2:1 SLOPE _ . _ ~ - N ~ ~
I I, -------+----~TAa+seee--r---------- s# _ \ CAUTION I o '1 ~ Ex, w, v, V/ A 0+1 I I 1 uo, Por+lal It uTILITIEB ~ ~
~ ex eb f IN THIS AR[A. R[LO ti ~ ' vv ,b~ 'v m rti _top 281.18 n~"~ VALLEY GUTTER ~ VERIFY W~NC ONE-CALL ex. 30' ' ? ' w - ~ ~ _ .n 293
.\\~i I 2B ~ rJ invl/1?81.39 6 -'c--------- , , ti v ' , N - _ - / l ~ /
J• "Mat ~-'Vi ~ ~ ~i r ..:::5; i ~ I \ , \ •'•1a , ~ . = - ~ ~ ~ I STA 10+ .00 I ~ - STA 9+18.251 STA 9+43.54 ~ 0,0 STA 10+00.00 , '
`,I I ~4' ~ MATCH EX R8 - - 1'C 287.1M 'x;01 - oT c _ _ s,:.~~ MA ~•~CU, , TC 287.1M • ¦ ~ ~ ¦
I ~ ~--•a ~ ~ " NO'38'2•W ~ ' AtT' ?^~4:•4 '`ty`_ ~r ' • ' TC 2 .351 ' I Ih ~ r - - _ _ NO'38'2W 35.88 I 11'61• \ ` ~ ; ~ 2~'V~l 19.11 ' _ , ~ : ' ' , STA 9+99.40 , STA 9+9940 ?p. y'.
I I 4• /sir', h oat , - - r 286~a._~1, I r I TC 287.13fi ,I 6 / 'hi't. Q + i _ .r.- _ TC 285.9 .2H5 : . ~ - L ~ ` S ~t : .81 . TC 287 3 @(, 291
I II 1`.\ /ti~/ 0+•l00 . li Ir i ~ % - 287 - ~ ~ 1. E~~T ~ _ ~ ~ ~ • ' • ' --Aso-..-_- -v:'• YARD INLET 3
I I I i \ r , _ - SI ~ ~ DIS Sipf ' I I / bh I '1' /I r , ~TOI~ ~ ~ ~ T a$ ~ i r r0'.~~ 3 ti 61 I , r r .ESM'T •,1 ~ T C / I m , • • ~ ~ ` • ~ ~ ~ ry~ - - ~ / i,.: ~ : ~ BOX 4'-0"x4'-0" ;
I r~y i G \ r, r m ~ m :286. Be, ° g8 1 • ~ ~ TOP 293.17 5 CONSULTING ENGINEERS, P,A - / ~ ; ' N CIVIL MUNICIPAL & / ~ I v uP 2s2.oo ,
t I I ' 11r ~ I I i ti r 2p6,.. _ N ? ~ TC 267.92 I I ' I . I , \ I , + r I FL 287.2'0 FL 287.20 . . • . • . • . • ---------1a.~-- - TC 267.92 ry~ _ .Zt~s. 216 LF 24" RCP A 2.26X i i~ ~ 'b°J INV 24" OUT 287.73 STRUCTURAL ENGINEERS /'f 'Y' ' DETAIL 5.01
. I ~ 1 ~ .v -t - Ix 1 COMPREHENSIVE
I w I I ~ 1 ' ' I , TC 287.70 TC 287.70 TC. 2 ~ 3 . ~ ; : ~ a ' . II o x 1 ~ I ~ ~\d I` I I 287 e1 ,y - •:•1:..,.••, g , - ~ P~~~ ~ i ENVIRONMENTAL SERVICES
I UI~ I I 1 1 ~~I I I ,7C •287..16:::::; TC286.89 1~...... ''~~::•r?,•:~:. ,EIS J I W I I~ 1 ` 1 ' i \ + I I .'n' mbl 4..... fy~ t. pls~\ 1t otsT, _ ~ ~ a/~ o ;•t;.•,:• ROCK MOU
I , r "286:35 ' \ G . . 4 SIGN'f Il I ~ I--,I~P`i ,1 ~ TC287.05~ : ~~289 _ 841 SOUTH WESLEYAN BLVD. .•.1.?8 ~ -zey-' ~ 1 ~ ROCKY MOUNT N.C. 27804
~ n I II 66 ~ I I a 6 0ti 1 ~~F , , K TC 286.95 TC 287.22 ~ $ E I II 6 I o I t^ I.Tn + I FL 288.72 . ~ • ~ , 9 ~ -PLAY AREA - ' ~~-r i`;: , PHONE: [phone]
Q a ~ ~ i I I I ~ . , ~ Te:2ss,sD • Tc` 286: s ~ ' \ Q ~ a ~,1 ~ , 1 i \ TC 286.85 \ (/p • ~d ' 11 250+ SF. % ~ ~ ~ r ' / : • • FAX: [phone]
m m 11 I k I I, I lV 2Q6 ~9 i / ' 201 LF ITCH 0 1 _ . -'~-a! ~ WORLD WIDE WEB:
a° II Ili I Ill 1 ~ '~n+;~''•rt ~ '•'~`'~'~~::.o:'.':.:;:•:•' ~ ar o~ 1 rl 1 G~ I• w:: .~~q:: ~ ~ www.appianengineers.com ..._288....._------- i / ~ f ' ~
>;Na 1~_, ~ tit 1 R ,r ~o ,ll l ,Ir,i m ~ ~ admin®a ianen ineers.com
„ • I 1 ti 1 1 1 1 , ~ ~ . r • ]C•288:I5 . r : • • A d9 _ 289 / .,,.y. ~ ~ ' ;
+ 1, + i TC 5.71 , fU~ ~ ,ry ~ ~ a 1 1 1 Q 1 1, 1 ~ \ ! TC 285.50 : • PER: DEiIUI.. C+ 2~ ~ : • ' ( ; 09• ~
r \ I 1 , 1 > I TC 28 50 709b3•:•:~: ~ :I• ~ 0~ ? ti 1 ~ ` , l l Q 1 1 , r 1 + 285 ~ •dt ' ' i 9' ' f' / .
I 1 + • ~ I 1 TC 285.25 • ~ 9y ~9 / ~ S' '41 ~ r ~'ii`.
` 1 ~ 111`\ 1 9 ` l (1+ + \ 1 + \ i ~ , •l C~~ i ! ~0''Yj j 1 1 I `Sod 'f9, 1 t , ~ 1 \i TC 285.5 , : sR : ~ i y~ A G `r~ - ~ `P ~ is
, 1 1 1 1 \ TC• 285:30 • • ' { ~ 1 ~ ~ , , l 1 l I ~ \i N, 1?, 1 r ~ m~ . d~ : , " ~ f Gi, '~,9 C~j ~ t ~ 11 , , A , . 204. . N / !y ,e
1 1 \ 1~~, ; ,1 \ ~ ::•.Q•.:, .'goo,. : o ' ; x h'o'c` ` 4 ''f~' .F.n rf ~ `
CAUTION ! , 1 111 1 R , ,1 1 FL .10 rp• . r UG. POWER do UTiLITI S ` 11 + ` ' '1 • • . •p ' ' : f• • ,
IN 1HIS AREA. FIELD, + I i +1 ,I + ! N • d \ \ , ~ 11 1 , ~ „ , 1 FL 84.10 TC 283.95 m . .a • ~ ~ \ VERFY W CONE-CAC1. , Ill , r 1 1 '1 'j i ~s ~ ••~~..ar.:~ 9 +i
ss ` lt,l yb r 1 1 1 , N 1 ` 1 TC 284.40 ~ gi ~ ~ ~ 'o N9•,y.
~•-f I ~1~ ' 1 \ 283 I - - q~ h r' r i ~ ~ ,To be ed with / h ' ' r - r / Porcet /i7 4147460 i i ~ i i i SEAL -
~1 x1 1 ~ ~ ~ 15'R 1 ----28 o h :g;A7o; 1 JUNCTION B 8A ti Q 1 \ + \ ~ ~ \ 0 O~ • ~ ry X ....•w-:. ? ~ , ~ ~ 1 ~ ~ ~ ~ 8421 . f
-r BOX 3'-0 x, 3 -0" I Q \ i '6''< Q \ \ \ y , t ` N ~ ~V ? TOP 280,001! ' 1 - ~ \ ~ . \ a o ry i ~ \ r , Q ~ 1 Q \ tat \ F110 RD INLET 6 ~ o o F ~ ~ / ~ i , ............ng ~ i 1 ' 1 / • ~ 1 / 1 ~ , , • •
°~1h 1 r S INV IN 277.7, 1 Q 1 1 1 8~f 3>^0 x 3'-0" ~ ~o K r`~ , " ~`J ' INV OUT 276. B ` i TOP 2867 ry ~C` ,
s DETAIL 705.08 ~ , ~ \ ' \r<,s\ I II Q I ~ \ 11, 1 ~ • ~ NV1P 50 0~, : y _ , ~
\ MOVE ®REP ACE \ 1 ° 1 11, r.\ , + \ \ 1 Y. ~ \ ~ ,;,w ENi s _ J! 4 i
\ \ ~0` LF SIDEWA W \ 1 ~ + , N \ • ; Df:TAk 8.01 ~ \ ~ 4~ - r' ~ ~4` : r \ \ \ ` 1 Lk, ~ i / \ , , ' 3C7) ~ ' __286---- - c' 16` tea,. 4" T\iICK 3,000 SI 0 , \I\ ~ 16 1 ~ \ ~ ~ ~ 'd ~ ' t rr ~ I 1 ~ I ( ~ h ~ ~ r M1 , , ~ i i i ~ "f 9 , ~ Review OILY
\ $ DRYS CONCR TE \ , . 1 I 116g1~ , ~ \ • ~ - ry ~ : °`s S ~ ~I _ ' ' > I 1
' ~ 1~1 Ir v \ \ ETEN~Ia! A1iEA \ ti~ ~ ~~~,,r..,;,i \ : r 1~ M~ \ ' I I 1 ss A / \ ` 1 2, ` 'x50') ~ S,F. \ h - , ? r<' _ ~ ~ ti9 ~ 6 1 ' ~ i ~.p• ~ t / ~ ~ ~
: \ \ , ~ , \I \ \ i / ~ •4\ \ i DETAIL F'dt''- \ ~ 4j b~ Tic , \ \ . , . , , 11 y P \ \ ~ ~ ~ ~ ETENTION CON57UCilaN - - 01 r, ~ . ;~r . ti
\ ~ `v / S ~ A ~ , v ~ \ ~ INV. 285.75 1 > r ` , I I \ ' ' i ' ~ -'I 1 Y INFT 2 3' ~ `
• \ / top 21ae5 v\ \ \ ~ a I'd~\ E83.15 s---- 28g ti ti~' ~ BOX 4-0'x4-0' ' ~ ,
, ~ , ~ ` \ bvl 27dd1 ~ ~ ~ 3 ;mil , , r.~\ ~ / / n \ \ `r'~\ 28 284 \ ` "$4 ~ / TOP 289.05 ph ~ 11V lIP 287.88
\ ~ \ \ t° ~ ~y! 283--" r , , , l \ ~ ~1• 47 lF NIV 24" 89 28288 ~
! _ ~ ;6. ~ r' ,ice:: \ I , ~ 7 ' ~ 1 , ~ 24 RCP r!V 24 OUT 282.78 I ~ • 2.381< DETAL 8.01
.1\, . \ 1 ~ I , ~ \ \ PRNATE Df~ATr7A 20 LF LEVEL SPREADER + y',• ~ ' ~ ex cb 5~ ~ 41 LF DITCH •2.000 ' 6 ~
,,..vvv `V `v v ' ` A\ A ~ ~ V A \ `,A \ v ~ EASEMENT ' y 1~ tap 287.0.5 ~ ~f ~ ~ : ~ ~ 1~ / ~ Inv F 2e0.55 ~ ~ ~ 1
~ i~ PRO INV. 281.22 ~ ~ ' ~ ~ TOP OF LIMIT OF
, , , , 1 1 ~ y 1' / , , , A\ v ~ 4 ~ ex san wer sarke ~ ' ~ / ~ '~6 E ~ ~ A ~~i t3 LF 30" RCP 0 238X ~ ~ ~F VEGETATED BERM DISTURBANCE
A. v \V A ,O \ ~ V A V ~~~o, / ~ N3'22'29"W 58.66' / ~ EXISTING PROPERTY LINES TAKEN \ 1 , v V A V S 5 z ~4 ~ ~ „ ' 8- ~ ~ ex ei 4 , 88- ` w h1r~43 ~ GRADING
FROM MAP DATED MAY 14, 2001 BY: \ \ , + m \ \ ~ S ~ . a- ~ - ~ , / i ® 1 by //1 ~flCJ ? ~ • ~ C YARD INLET • ij/~ BOX 4'-0'x4'-0" / ~';S LIMITS R- ~
DAVID R. DOLEZSAR , ~ ~ \ 'r 's \ \ M1'~' ~i~, k1A i ~ 2?g---m m N - ~ b ' ~ / \ SEE EROSION PLAN - / 65 LF DI PROFESSIONAL LAND SURVEYOR ` \ \ ~ r y "me ~ ~1'L I 1 ~ o .p v • / 65 LF DITCH 0 2.69X TOP 288.80 ~ ~ ~ ` ~ © ~
5217 EAGLE TRACE DRIVE ` i ~ \ v ~ ~ 'b~ \ •o % 'I , -i A ; _ ' r ~ ~ 10 \ , 'P ® r I r Y RALEIGH, NORTH CAROLINA • ~ r\ ~ \ \ i II ~ Z9 ' \ b INV UP 287.43 ~ / a a INV 24" IN 281.84 ~ /
,s, I \ r \ ti+~ ''2 a / 919 878-0146 PHON ,*v,.A ~ , ~ ~ I I , I _ ~ - , . ( ~ I ~ ~ \ r /919 212-2424 (FAX ~ ` \ I aq~ ~ ~ \ ~ ~ Ai\ , i - ' ' ' ` 1i INV 24" OUT 281,84 ~ TREES 1^ 't DETAIL 5.01
\ \ \ 1 I ~ I \ ~ , \ \ ~ 1 i'r I i I I 27?- _ , a - ray , ~ r \ ~"qq~ 6 ~ SHRUBS i
`I 1~ ~r ~ (i \ ~tR 11 , N , r` i /'D" r \ary 6011 I d a 11 ~ MIN. ' ~ ~ ' N
BEFORE a`\\ \ t '1;~ v 1~1~,'r \ \ ~ 1 1 1 ' ' i ~ u, ~ I ~ I I r r / ~ \ YOU DIG `eti`; ~ ` \ ` , \ \ w • 1 ` I \ ~iy I-~~- . IORETENTION m
\ \ I \ 1 _ .1.- iii--------------.,,J gY. , \ , 1 , I I' i ~6 / / ' CALL TOLL FREE ~ \ , ~ ~.1 ` rrr, ; r- - ~ 1 I , r 6 / ,e~ \ ~ I' b ~L ~ 1 Try„ -/i7K-'~" / / ~ ' t ~ ...~•I AREA LIMIT ~ ~ I. FES TO EX. i i ~ ~
\ . - \ .,..z ---~!'~3T2o5;A EGRADE FROM PRO. FES TO EX. 1-800- \ . \ I I \ + , ~ ' _ac 12' nnro- ` . 3•- . - I I DITCH. MATCH EX. F/L ElEVAiION 632-4949 , I -r9.. _ _ - - - ~ - , 1 I I /~i r ~/L ELEVAnoN
NORTH ` \I ' - - / - \ ~ - _ - >g ` / / I ~ _ \ ~ ~ i , 2:1 MAX SIOPE ~ a ~ ~
CAROLINA ~ i I i'I'i Y ` r ¢v`1 i M16 y pa, > 276 I I ; r / ONE-CALL ~ 'iii' / ` \ 'k ' 9t b yi•t~ Q PCT S-1 .277 I ' ' , EXTEND EX 38' 8Y 8'. REMOVE .f. I a ~ ~ N ~ ~
inr 21' fes 272.8Ti . , \ \ SIREAM IM A , CENTER 'III / ~ 'a. . h~. y 3F8 do REPLACE EX. FES. REUSE EX ~ I g~ / I or' ~ \ V A\ A d~ INST(1LL OUTLET PRO1EC110A - ~ , I r I r , / / FES IF IN OOOD CONDIIKXI. m N CONTRACTOR TO TAKE CAUTION DURING REGRADING OPERATION. EDGE OF PAVEMENT N
a ' / ' tie \ +p6 6\ AS SHOWN 9 SEES x 28 ~ 79-__ r ' ~ / ~ly~ 5 - . I ~yi. c ~ ~ EX• INV FES 275.3 eu „ I ~ ; ` /L \~ti~ \ \ ~ ~ LONG x,29' WiDE USE, m ~ , , ~ J~ PRO INV FES OUT 274.13 PROPOSED GRADING LOCATED WITHIN NEUSE BUFFERS. DWQ HAS GROUND COVER_~
These plans are for blddmg purposes only and ~ I / - I ex cb I ~ ~ \ ~ . \ CLASS I \R~P RAP (Da=22 , s ~ , ~ /j IiIIULCH LAYER FLOw GRASS BUFFER BEEN NOTIFIED AND PERMIT APPLICATION SUBMITTED. NOT
are not to be used as Construction drawings 279,08 I r \ \ \ , a ~ - top + ~ \ ~ ~ _ MIN.) AT DEPTH 36 , 7 1 ~ , / / unless initialed and dated as a roved for m~ f/1373oe\ \ \ . \ ~ ' _ s ~ / DISTURB MORE THAN SHOWN ON PLANS PERMIT. CONTRACTOR TO A ~ N
Construction below by the Engineer. ~ , ~~',,-'\1 ± ~ , ENSURE COPY OF PERMIT IS IN HAND PRIOR TO BEGINNING ~ PLAN VIEW
CONSTRUCTION ~ o a
A proved for Construction: ~ o oa ry ~ \ ; \ , 3,,' ,,~,,.:¦2$~'' BIORETENTION AREA W
Date: \ / ,,[.-yi - . tie` \ \ \ \ ~ V
\ • /J~ ~ ~~'f~ \ . \ 1\ rr \ r/ ' ~ ! ' ;o.~P' tap 287.44 _ ex cb / ~ \ \ \'r ` \ ~ \ \ ` g\; ' 1-• / by f/? 27A02 YAX. PONDED Q BOX 3'-0" x 3'-0" WATER DEPTH ~ °
BOUNDARY DESCRIPTION SHOWN t 279.08 . 6 - ~ ; • 5EE LANDSCAPING PLAN i ' ~ ) FOR PLANTING LIST a
IS NOT FOR RECORDATION. 1 \ , ' \ ~ ~ , / \ t ` \ r \ \ \~i \0~• \ \ " ' ' ^6 / McKnight office tenter ~ - I _ INV UP 283.50 - ~ ° i T3UT"278: ~
I ~ , r ~ ~ ~ I , , ~ I • \ f \ \ t \ \ r ~ i I / Use: typicd orste 6 GRASS BUFFER _ _ DETAIL 5.O.L.__ _ GROUND COVER OR ~ ~ c~
p~('~~ (~~1,A Knightdale Apartments, LLCI # \ (w \ ,k \ i ~ ~ r ~ , Zone: Qp (.~/V nGy"" ""^n'~ Use: townhouse Apartments I ` ~ \ \ ` \ \ ; ~ ~ , ~ \ D8 0848E pg 1193 TOP BERM ELEV. 284.00 . g ,5 ~ MULCH LAYER z :LEy, 284,00 100 YR ELEV 2 3 2 UUIT OF I
These drawin s are believed to be a correct a„e; RMt ~ \ \ \ \ \ ~•r ~ EMERGENCY sPluwAr ElEV• 2 g z I~ r 4. r r I vvv SPN1wAY ELEV. 283.75 1LET ELEV 283.50 PAVEMENT a ____-.3._ - - pRp. ap, _ o
representation of actual field conditions but oe oer93, pg 1668 ~ r ` \ \ ' \ \ ' , , \ r -JUNCTION BOX 8A are nOt warranted aS SUCh. I ~ ; \ \ \ \ r' I X-~~^' ---~-o IcnaN Box eA _
I ~ A \ q6 r A ~ \ ~ ; i I' \VA TOP 280.001 I A\ ~0ti' v \ ~ \,A\ \ / A . , r , 1 1 . Y ~ C
By: Date: i \ \ ;v \ 1\ \ \ \ II y I \ , \ , 11 _ 1'`83. I- ~ E c. ~ 3:1 MAX.
U r ~ \ \ \ ` ' I I ~ DETAIL 705.08 AIL 705.08 ~ ~j!~%~~%~~~~~~/// a _ / ,/\\,~\:~\~~\;~\>~\~\\%\\j\j ~ Z_ (TYPICAL) E
se r w of c taln the r Ir manta for 's't ~ \ \ \ \ \ ~ / - The d a Inge don on equ • Aty ~ ~ i \ ~ \ ro / / I n ~ PLANTING SOIL , ~ ?~r/ v/ v/ v/ v~,// ,Y o
job safety. All provisions for safety shall be the sole ~ \ \ N \ \ i/ ~ - 6~.. y iii tin III V/V/V/V/V/~.~/\~ V/ ~ / e} °
responsibility of the contractor, / • \ ti \ , ~6 \ \ \ \ • t~ ~ - a ~ ~
/ ~ \ ~ 66 n e1 / t r~ EXISIINQ CONDITIONS \ ~ \ 46 ~ 1 ? / I ' ~_i ~ I - N-SITU MATERIAL ~ p w ~ o Mc ~ ti o
The contractor shall be res onsible for reviewin all ~ \ ` \ \ ~ _ _ _ i ? I P 9 ZIJ ~I L/J a~ - ~EC'T10N A-A I- y - ~ Q M; fV •c
existing Job conditions. Any adverse existing conditions \ h ~ _ affecting work shown on these drawings shall bs REVIEW BY THE TOWN OF \ ti~ ~ ` _ cv ~ w ~ I E
\ 3` brought to the attention of .the engineer for possible KNIGHTDALE CONSULTING ENGINEERS ~ ~ ~ ,~g9 } v
clariflcatlon ar raconclliation. ~ ~ , ~ ~ ~ ~ rv
`a MG PERIMETER NO CURB Ic ~
This design has been reviewed for the Town of Knightdale by to M H ; Z m
ADA AND LEGAL DISCLAIMER the undersigned -consulting engineer of the Town of ti~ - ~ - V-1 270 This document is not represented to comply with all Knightdale, and to the best of my knowledge and belief, it 270 NOT TO SCALE V REV. 04-05-2004 0 0' - to c
requirements contained in the ADA or other laws. conforms to the requirements established in the Standard / 0QU4 0 <F- UCLU h
Engineers are not licensed to interpret laws or give Specifications of the Town of Knightdale. SCALE. i' - 20' \ 11 , c 9s-000
advice concerning laws, the owner should have this o '~Ek• F.H. document reviewed by his attorney to determine \ ti II E 70 w 0-0000 0
0 20 40 50 60 70 80 legal compliance. By: Date: 0
CE-2

copyright 2001 Appian Consulting Engineers P A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
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=4_____­____._� - - "IF ' \ L�.�+iITS OF ',
� ; I 1 , 1l gal so I I ' ex. 30" cdg -4 ex, Wate-r ma W_& acp 1 N DI�$TURB/Oi�ICE LINE ,
I \ 5O PUBLIC R/W It - W -. 'cation: size , , 0`' w ,
PAVEMENT SECTIONS
CONCRETE
\ 4" 3,000 PSI S/W SECT.
< AIR ENTRAINED
I O 28 DAYS
', CONCRETE
LIGHT DUTY
r 2" SF9.5A PAVEMENT SECT.
6" CABC
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_ 29
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6 ' m ------._- - - / / INV UP 292.00
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t` G Iv 1 / m N 8a ? -�8 INV 24" OUT 287.73
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�` � ' DETAIL 5.01
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UG. POWER do UTILITIF- \ N \ I / / / • ;
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\ . \ \ \\ I \`�� / \ ` \ ` - ---N _ - yr ___ / y S /i�r- , �/>,, / 1 fjV \ _if 1 , ae / \ , , , to O
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\ ` \' \ �,�� \ \ ` \ / \ by f,4 27.x81 \ \ \ ` \o - \ ' � ,' STRAW, MULCH, FIBERGLASS
\ `\\ `\ \\\ `\ / \\ ` \ `� x �� UID
284 '
\ /• \ \ \ \ �`\ �, --' ter' ........ 283---_._._ _Y1 /' {•h ��+ ° 47 LF NV 24" ?N7282.86 '' J NETTING. AND TACK W IQ
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\ , \ / \ "" ^ - 1 - / �/ 24" RCP NV 24" OUT 282.76 ,'' /� `� EMULSIFIED ASPHALT AT
\\ \\\ \\ ���, .y, ax\�I/r' \\ \ \ \ \ \\ \�`------- - - ------------ - - j � - GALLONS
�,1 \ •-•( -• _ --_ _ ` \ "1< ��%'-%- /rr I �'� .. 'e: -r L 5.01 / %/E0 D 1 © THE ATE OF 0
\\\; \`\ \\ ? \`r 1 , 1 \ \ \\ �, `, \ LID•• \�-ice•. r _� \ - i ,i ' ,`/ iii r i i •:i'j�% �n .� ` , O 2.38 DETAIL / 2.Q'
\ -- - ___-- / .y / PER 1,000 S.F.
\ \\\ , . \ \ \ \ c \ \ -- _. - _ ___� --- _ . ' '- / , /� ., \ /" 0'/ �,.
\ \ \ \\ � \ �zg2 •, / • „ / , . . �:. ° / \ \ 41 IF 011CH O 200% � % NOT TO SCALE
`\ \ 1 1., \ \\ ` \ \ \ \ PRIvaTE D ATMA - / ,/ /,,',' ;, 'P top 287.03 � © >g / LENGTH = 201 LF
\,\ \\1�1\` \ \:. , '1� `\ \\\\ �� \ \ \\ \ \ ,. EASEMENT __----------- //� lnvf/12eR35 �° ` �ti N -- SLOPE = 1.50%
` "\ \ . \ \ \\ �� � \ s \ ` --- ° �Q _ _ /' ^'' "�� i ry //� PRO INV. 281.22 \ \ ( W 0. .. _I1
`", \ \ . '\ \ `\ I, \\ \ \ \ +\\ \ O. . \ \ \ � \� 017 ser►4i e ' ig ,, ;' . .' ; ' 'L� �j6 ; 01 13 LF 30 RCP O 2.38% ♦ \ � \I I 5
d tl-
\ \ \\ \ ,p \ \ '���o• \ / N3.22'29'W 58 68' ex. sonJV�Q� Y ' �y , / �� �\` `�,� t��e943 3 APPLY 5EED, FERiIUZER,
EXISTING PROPERTY LINES TAKEN \ \ G� ` \ \ \ e-,.-- - S`' op Z \?9 S / v l$, * `' ` Inv f,4 281:93 STRAW, MULCH. FIBERGLASS
\ \ ` \\ \` r •r. 4N \;. JL___ -r _ _ SB' � / 9__ / / ® YARD INLET 1 " �, 'Ilk "r, NETTING, AND TAC( W QUID
FROM MAP DATED MAY 14, 2001 BY: \\ \ \\ .,.\\ �\ \ �� I -_- _ \ \\ \ 1 �� �05•\t1 ! - - --279-- - - �� •' �,'' �'/ BOX 4'-0 x4-0 � N
DAVID R. DOLEZSAR \ \ \ 1, �'r �// 65 LF DITCH O 2.69X �� \F `4 \ �_2 ® EMULSIFIED ASPHALT AT
\ \\ \ n \ ,\ 1 ~ � ,N'b LIMNS OF _ '� /i• 11 TOP 288.60 © ♦ �,
PROFESSIONAL LAND SURVEYOR °� _ ' w / ♦ �• THE RATE OF 10 GALLONS
\ \ .\ \ \ C. \ \ 1 ' c' ,' - _ / ' p � NOT TO SCALE
\ \\ ® ti \ DISTURBANCE LINE - 1� INV UP 287.43
5217 EAGLE TRACE DRIVE \ \`\ \\ \ \ \\ \s, cn \.0 _ _ - Al- 7.9 1 {' \ h " ■■ ■■ y� LENGTH = 41 LF PER 1000 S.F.
,c 5 \ INV 24" IN 281.64 • ,
RALEIGH, NORTH CAROLINA \ \ `\ \ g '\ ? �9 I I- -278----`� "'� $4101 , 1
\ \\ \ \ \ \ ti �l / \ �, F `^ , _' , -la,: , tJ ti .�,\ 0 INV 24 OUT 281.54 'r\
919 876-0145 PHONE •\ \\ \ \ \ % \ \\ \ \Q• \' , o• ", N- �,� (M 0 ' SLOPE = 2.00%
( ) ( ) A L _ c�,11 . a, t�` ' / \� % DETAIL 5.01(919) 212-2424 (FAX) `.\`� ` \ ` i ^ 1��� -- *kl_ 6a' \b�
`•\ ,,� \, \ \'\\' :: \ '� \\ ' 4 I'll \ \ \ M r \ \ �R /� , ', ' ; -' "1" .S l ,t1.1 N ^a '�y / / " �` 2 �q 1 CONSTRUCTION SEQUENCE
\ �' L \ �` • '--- -'--- -' / \+ // ♦ 1. Obtain co of approved erosion control permit prior to disturbing site greater than 1.0 acre. Retain co of approved permit on site.
\\\ ,� ` ,\ \ ` 1 \ „= ------ �. 1 1 / / PY PP P P 9 9 PY PP
,\\ \ \ '�;\ \ \ \ V \`1�i \ �� \ \\ Q1 ,it\ \ ;;:'-------------'itaq' • \ ` r �/ , Q/T
`,,, `g ;�\\ ;\ �'� \ \ \ y ;, �_ -. ,-- / s� , 1 J 16 �// ■ \,-�/� 2. Install / construct the temporary stone construction entrance for the site at the first entrance.
�� \�.?\ ,`\ , rkl - �- +- \ \` �'` :_-mYc.4? _ .'� ` ' ' / ftEGRADE FROM PRO. FES TO EX 3. Move relocate the existing light ole to the location as shown an plans. Contractor is to use caution as underground electric ower lines
\ _ �-
---" - .. / 9 9 P P 9 P
*� `� •\ \\ `„d \' ` - -�- - - -- Y • t // a DITCH. MATCH EX. FA ELEVATION
\� -ex. 42" -P- --.�" \N ` - -_- --__= -- - --~, • ` ' 1 / / r ■ ■ are located In the vicinity Of work.
``� / - -� \ ' g'--- ' ?� • 11 / ■ 4. Install silt fence elan street and ro ort line as shown. Do not lace silt fence @r endicular to the existin ditch' flow at this time.
\ I \4LJ \\ \ / ,off \ \ -- . I I , / / 9 P P Y P P P 9
\ `I ; i1i \/\ \ ..i' \\ \\ ' �, \\\�11k yih Q°a\ - \ \ - 27g -- 1 r ' ' •' '/ EXTEND EX 36' BY e'. REMovE © 5. Begin clearing and grubbing operations in the vicinity of the proposed storm drain system at the property rear.
Inv. 24" les 272.8 /'i i % / ,, - \• \ \\ \ h+, e STREAM IMP4CT S-1 "� 77 •'/ & REPLACE EX. FES. REUSE EX 6. Install the drainage system as fOIIOWS:
3 // % \a, \ \\til \ e 6 INST LL OUTLET PROTECTION - - 2i •.i /
of /11ap// / I �/' ,6 P _ , �;` / , \cQ FEs IF IN Goon CONDITION. INSTALL BLOCK a. Install temporary diversion ditch between the existing dffch and proposed drainage system location. Do not disturb the existing ditch
t r, fi % / 1 �A\ \oma \ � `e0� ry 1` \ LO SHOWN 9' 6-FES x 26' c �� `` /' / EX. INV FES 275.;55
s
These Ions are for bidding purposes only and �► ' ; �' \ �\ , \ LONG x\29' WIDE. VSE_, m e - , 'J°II PRO INV FES OUT 274.13 &GRAVEL flow line.
are no to be used as Construction drawings ex c° $ I \ \'�`'' \\ �►� I Rtt? RAP (D� - - // /�' ■ DETAIL 102.05 b. Begin installation of storm drainage system. Do not allow water to flow through system at this time. Contractor to use caution when
9 top 279.06 1 \ \ `iF \ \ - MIN.) AT DEPTH = 36' 7° / in into ex catch basin. Permission from current owner has been obtained to use existing system.
- ,_ - - � /
\ \ © \ \ \ I \ : �- /' / tying 9 Y
unless initialed and dated as approved for �v f/1 373 aa\ \ _ -- /� / © c. Grade the ditches D-1, D-2, D-3 and D-4 as shown on plans. Install ditch liners as specified. Install level spreader to the length
Construction below by the Engineer. e,,\ \ \\ \ \'\\ � \\ \
\\ �, \`. \� \\ \\ , \\ \ \ . -_ . ' / 1 2.0' and elevation shown.
Approved for Construction: \ o'�� _ _ 10 \ \ \ \\I \�; \ -;, _ -_ , / / d. Install block and gravel protection around the newly installed boxes and rip/rap gravel at the headwall for outlet protection as specified
_ �­ \\\ / I M
Date: \ - %-_�- --__ `` tit \ \ \\ \ \ - - - -
��� %� _ \ \ t� \ \ �\ ` �, I N o • on Plans. divert the water from the existing ditch swale to the storm drainage box.
/ ex 6 e. Upon completion of the drainage system installation
\ 9 ,,.,- �` �\ "P \ \ _ \ \\ 1 ; \ \` `\y1 /" ' i ✓y .10 ;o t''"'' rap 287.44 RE - 3 1 P P 9 Y + 9 / 9
BOUNDARY DESCRIPTION SHOWN eopci79.o6 N ' \` �' \ \\ '\ \t \ �, _ ' -; �- ''Q -''' // Inv f�► 27s°p ii > 0 1 3 7. Clear and grub the remaining site and begin removing topsoil under the building and parking lot area.
\' 4- \ \\ \ g�\1r 7 ; '6� / APPLY SEED, FERTILIZER, 8. Start fill/rough grade operations.
IS NOT FOR RECORDATION. !�� f/+ 274'58 1 \ \'\ \ \" i j�� ' ` / I. / McKnight office center STRAW. MULCH, FIBERGLASS within 5' of the proposed building site. The i
X \\ �\ // \ \ \ \\ 'e� + \ \\ ! ' I' T / g a NETTN cG, AND TACK W/LIQUID 9. Install both sewer service and water service to p p b g h Building Contractor to connect to the building.
' \\ ay \ \ \�,\\ \ \ j\\ use: ��picot� ti �3 pgFlEp ASPHALT AT 10. Once rough grades have been obtained, being parking lot construction with CABC placement per thickness specified on plans.
IIG�iVf7V DRAWINGS Knightdole Apartments, LLC' ` \ \ \ ,>c \ ��� /
Use: Townhouse Apartments �# \ \ \ ` \ \' \ \- ; i I' / \\� \ DB 08481, pg 1193 NOT TO SCALE THE RATE OF 10 GALLONS 11. Begin road construction and extension of Mulford Court. The plans to be completed by others. 12. Begin building construction by the
These drawings are believed to be a correct Zone: RMT � \ \ ,�4. \N ; \ \ 1 I �\\\ 1 LENGTH = 65 LF PER 1,000 S.F. Building Contractor.
representation of actual Heid conditions but D8 W193, pg 1665 \ r-' \ \\\\ I \ \\\ ; ; /' �, SLOPE = 2.67% 13. Once building foundation complete and structure started aonshuat retaining wall as shown on plana.
\ \\ \ / \\ \ \ I , I / %\
are not warranted as such. ` �% \\ \ ,P$ / \ �`\ \ \ 1 f,' \\\ 1 14. Start final grading of site and installation of concrete curb and gutters. Contractor to grade behind the proposed curb and gutter such
�' \ \�. \ rye.; \\ \; \ \ \�•' \\`; i \11 that no depression exists.
By: Date: ,%\ \ \ ,,� ` \ \\ / \ \ \ Il I ♦ Q 15. Complete parking area with asphalt placement per thickness specified on plans.
Li�� i \ ; ` ,-' \ \ \\� \ \ \ �l I 16. Omitted
CONSTRUCTION SAFETY ?�• i ' \,� \ \ \ \ 6 /
,� , \ \ \ / a.tae' 17. Permanently aced areas that will not be re -disturbed. Do not allow any disturbed areas to remain disturbed any longer than necessary
These drawings do not contain the requirements for ?yet \\ \ r \ > \ ,\\ 6• / /
job safety. All provisions for safety hall be the sole y �, i, �` \�\ \ ry�.1 \ \ �\\\ ' �h /� / - - -- and do not remove protection devices until adequate ground cover has been achieved. Note that the time for establishment of permanent
responsibility of the contractor. /•• \ \ \ \� \ \\\ '�\ �0 /�/ - ground cover is 1S working days or 30 calendar days, whichever is shorter.
/ -'' \ \,�`#`� ha �'le /// - ;., . =o�TM - 18• 18. Install concrete for trash bin area and install brick wall as shown per detail.
/ \\'\ \ \ , �$6 % \�ry��/ / `> d PLACE 18• class a 19. As building construction allows, begin concrete sidewalk installation around the building as shown on plans.
The contractor shall be .responsible for reviewing all \ \\ \`\ \` \Ty - _' _�)J„r' 1� Jt RIP RAP OVER 20. As building construction allows, begin fence construction as shown on plans.
existing job conditions. Any adverse existing conditions � \ 1� 4 � t 3 3 FILTER FABRIC 21. Begin removing sift fencing as necessary along the rear property line. r .
affecting work shown on these drawings shall be REVIEW BY THE TOWN OF \\,./\
,/ / ry95, 0141420
22. Construct bioreten ion area as shown on plans and detail. Remove dirt and install planting soil as necessary. Begin planting per
brought to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEE�4' \�, \ \ � � ©landscape detail. Construct the spillway as shown on plans.
clarification or reconciliation.
\\ \ I' /,I- NOT TO SCALE 23. Install silt fence at street and install bioretention pipe and drop inlet. Connect the pipe to the existing catch basin located along McKnight
This design has been reviewed for the Town of Knightdale by \\ \ 0 \ \ / \/ �Sa'1' '` LENGTH = 25 g P P P P pipe P ry,
the undersi reed-consultin engineer bf the Town of \\ 0. ti� 4- SLOPE = 10.0% Drive. Install block and ravel protection around the drop inlet. Upon completion of I e installation, repair sidewalk as necessary.
ADA AND LEGAL DOCLAIW R t all Kni htdale, and to the best o 9 m knowledge and belief, it \ s / // / 24. Continue landscaping of site as necessary per landscape plans. Remove slit fence as necessary during landscaping.
This document is not represented to comply with 9 Y 25. Maintain erosion control measures daily.
requirements contained in the ADA or other laws. conforms to the requirements established in the Standard �`\v\ \ / //%
Engineers are not licensed to interpret laws or glue Specifications of the Town of Knightdale. \\ \ / \\ / �/ % SCALE: 1' - 20' 26. Inspect all erosion control devices weekly and after each rainfall went. Make repairs immediately if needed.
advice concerning laws, the owner should have this \\ \ 0 / it ;I II EX. F. 27. Ono* the site is completely stabilized and the project complete, remove all remaining temporary measures and install permanent vegetation
document reviewed b his attorney to determine
\\ \ ti 0 20 40 50 60 70 80 on the remaining disturbed areas.
legal compliance. y y By: Date: \\`\\ �\ 'A I
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appionengineers.com
admin0appianengineers.com
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I II 1 ,` ' //// ti ,Jbp I � i / i' , . SIGHT DiST� ESM'T `a1 11 M aST T - • �� - _ -- -- 41 TOP 293.17
6 ' m ------._- - - / / INV UP 292.00
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t` G Iv 1 / m N 8a ? -�8 INV 24" OUT 287.73
1 I I `\\ \I , i Y \ 1 II I l . \ i \ ti h �a �` 286 , --/ _ ----•--\ ---------1i4.Z-••=-_- - ---- ---_- _ - '
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�` � ' DETAIL 5.01
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0 0 t, 11 1 ��6 1 1 11 X0,i) �;) �, ` ' _ 11,250+ SF. i�' �G j 2 01
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105.02
UG. POWER do UTILITIF- \ N \ I / / / • ;
IN THIS AREA. FIELD \ 1 \ i " ` a / '- °
\ \\ \ \ s �, m 1_'� // / - '> ♦ AS NEEDED
VERIFY W C ONE -CAGE \\ \ \\ " ` -� \' -- --
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/ "� f \ \�1�1 \ : Q \ \ `` `` ��' i IF 15 I �----288--------- --_- ---' ''NI .'Cb�t` - _"--------- _ -\ �� // / _ I \- / parcel 117..64147460 1� i j 106.01
;I JUNCTION B 8A 1, \ \ ''` \ \\ \ `\, Z \ 1 O .07i \ �\ S , ..,os/'•
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%�"/ 80P 28000ti3-0 1 111 Q \ -\ ' �� \ \ \`i \ PRO RD INLET 8 ` \ "- /' I T // ''� 209 r % 'I 1 r '\ i i LIMITS OF
}.
INV IN 27771 1 ' Q \ \ \ h \ \ " ._ " --- --- /- �,. o, / - 1 fi DISTURBANCE
` 28�,067X 3 0 `` 28: - i�i y.r / \ -------- -- 1 I ■ ......... ■
\�` �� `'•'\ DETAIL 705.06'16 1' \ \ w \ . \ \ \ NV LF --- ----- ------ /� �! '// ` '��� // y `\ i I �, a ; =
/ LINE
?A \ \\ � \ 1\`, 3 INV -OUT ` --t- G.'--`'-_� I- %. . /` /, \ I +' a, I e 1.71 Ac.
\ \�,`. \`, REMOVE O REP CE �\' � \\ � \ \ \ \\ ° •x \ \ �� '� DE7fUL � \---------- - 6'e dy-' , \ I M
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�\ 10\LF SIDEWALi� W/ \� \ `�\ - \\ -----------2ss---- ,� - °;°� ` te' ::� cry 9`'j ��'� SIN `-I / INSTALL B�.00K I 1
�\ 4$ D/tl CONCRETE CK 3,000 O , \\\ \ s 02- is �, `;t t�\ . -\- - s Y. ; _� , • \����� 6� \`� f I 4.56'
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\,. \ \ \ \ \\mss \ fP \\\ \ �.\\ \\ `� ,-' p' �y �� �'�/'... f \ / �\ •,W.. IN o• �- \�- DETAIL 1102.05 �
\ . \ \ \\ I \`�� / \ ` \ ` - ---N _ - yr ___ / y S /i�r- , �/>,, / 1 fjV \ _if 1 , ae / \ , , , to O
` `� \\ \ s r \\ a \ \ 14VALL BLOCK , _ '� CO-° > t / , , 1 /' / W
\ \\ \ . \\\ \ \ ro ,)< ♦ \ \ \ ` •.. . '�--ro♦ '� - "t- i , �/1 \" ' / / '-'1 -J1
\ \ ` \_ \\ /�s k \ \\ \ \ \. - \ f \ INV. 285.7 - J ,- �/ Y INLET 2 �' \ � ` ♦ tO _ 3
/ 9 \\\ \ • c �\ \ SIF __'�`
0
\ '\�\ mss` \ ``\ ` 27■� \\ \\, \ __ --- s-- S ,---\QV `\ : �- 'L�' • / \'' \
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\ .• �\ �DETAIC, t04-AS_-o'x4'-o" �� ,'�� � \ >
�- - / / %10P 289.05 ® �, 3 APPLY SEED, FERTILIZER,
\ ` \' \ �,�� \ \ ` \ / \ by f,4 27.x81 \ \ \ ` \o - \ ' � ,' STRAW, MULCH, FIBERGLASS
\ `\\ `\ \\\ `\ / \\ ` \ `� x �� UID
284 '
\ /• \ \ \ \ �`\ �, --' ter' ........ 283---_._._ _Y1 /' {•h ��+ ° 47 LF NV 24" ?N7282.86 '' J NETTING. AND TACK W IQ
\' `, \ "\ ` `\\ \ \ 7.k \\ \ * \ ------ ._� - r '1 _ -
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\ , \ / \ "" ^ - 1 - / �/ 24" RCP NV 24" OUT 282.76 ,'' /� `� EMULSIFIED ASPHALT AT
\\ \\\ \\ ���, .y, ax\�I/r' \\ \ \ \ \ \\ \�`------- - - ------------ - - j � - GALLONS
�,1 \ •-•( -• _ --_ _ ` \ "1< ��%'-%- /rr I �'� .. 'e: -r L 5.01 / %/E0 D 1 © THE ATE OF 0
\\\; \`\ \\ ? \`r 1 , 1 \ \ \\ �, `, \ LID•• \�-ice•. r _� \ - i ,i ' ,`/ iii r i i •:i'j�% �n .� ` , O 2.38 DETAIL / 2.Q'
\ -- - ___-- / .y / PER 1,000 S.F.
\ \\\ , . \ \ \ \ c \ \ -- _. - _ ___� --- _ . ' '- / , /� ., \ /" 0'/ �,.
\ \ \ \\ � \ �zg2 •, / • „ / , . . �:. ° / \ \ 41 IF 011CH O 200% � % NOT TO SCALE
`\ \ 1 1., \ \\ ` \ \ \ \ PRIvaTE D ATMA - / ,/ /,,',' ;, 'P top 287.03 � © >g / LENGTH = 201 LF
\,\ \\1�1\` \ \:. , '1� `\ \\\\ �� \ \ \\ \ \ ,. EASEMENT __----------- //� lnvf/12eR35 �° ` �ti N -- SLOPE = 1.50%
` "\ \ . \ \ \\ �� � \ s \ ` --- ° �Q _ _ /' ^'' "�� i ry //� PRO INV. 281.22 \ \ ( W 0. .. _I1
`", \ \ . '\ \ `\ I, \\ \ \ \ +\\ \ O. . \ \ \ � \� 017 ser►4i e ' ig ,, ;' . .' ; ' 'L� �j6 ; 01 13 LF 30 RCP O 2.38% ♦ \ � \I I 5
d tl-
\ \ \\ \ ,p \ \ '���o• \ / N3.22'29'W 58 68' ex. sonJV�Q� Y ' �y , / �� �\` `�,� t��e943 3 APPLY 5EED, FERiIUZER,
EXISTING PROPERTY LINES TAKEN \ \ G� ` \ \ \ e-,.-- - S`' op Z \?9 S / v l$, * `' ` Inv f,4 281:93 STRAW, MULCH. FIBERGLASS
\ \ ` \\ \` r •r. 4N \;. JL___ -r _ _ SB' � / 9__ / / ® YARD INLET 1 " �, 'Ilk "r, NETTING, AND TAC( W QUID
FROM MAP DATED MAY 14, 2001 BY: \\ \ \\ .,.\\ �\ \ �� I -_- _ \ \\ \ 1 �� �05•\t1 ! - - --279-- - - �� •' �,'' �'/ BOX 4'-0 x4-0 � N
DAVID R. DOLEZSAR \ \ \ 1, �'r �// 65 LF DITCH O 2.69X �� \F `4 \ �_2 ® EMULSIFIED ASPHALT AT
\ \\ \ n \ ,\ 1 ~ � ,N'b LIMNS OF _ '� /i• 11 TOP 288.60 © ♦ �,
PROFESSIONAL LAND SURVEYOR °� _ ' w / ♦ �• THE RATE OF 10 GALLONS
\ \ .\ \ \ C. \ \ 1 ' c' ,' - _ / ' p � NOT TO SCALE
\ \\ ® ti \ DISTURBANCE LINE - 1� INV UP 287.43
5217 EAGLE TRACE DRIVE \ \`\ \\ \ \ \\ \s, cn \.0 _ _ - Al- 7.9 1 {' \ h " ■■ ■■ y� LENGTH = 41 LF PER 1000 S.F.
,c 5 \ INV 24" IN 281.64 • ,
RALEIGH, NORTH CAROLINA \ \ `\ \ g '\ ? �9 I I- -278----`� "'� $4101 , 1
\ \\ \ \ \ \ ti �l / \ �, F `^ , _' , -la,: , tJ ti .�,\ 0 INV 24 OUT 281.54 'r\
919 876-0145 PHONE •\ \\ \ \ \ % \ \\ \ \Q• \' , o• ", N- �,� (M 0 ' SLOPE = 2.00%
( ) ( ) A L _ c�,11 . a, t�` ' / \� % DETAIL 5.01(919) 212-2424 (FAX) `.\`� ` \ ` i ^ 1��� -- *kl_ 6a' \b�
`•\ ,,� \, \ \'\\' :: \ '� \\ ' 4 I'll \ \ \ M r \ \ �R /� , ', ' ; -' "1" .S l ,t1.1 N ^a '�y / / " �` 2 �q 1 CONSTRUCTION SEQUENCE
\ �' L \ �` • '--- -'--- -' / \+ // ♦ 1. Obtain co of approved erosion control permit prior to disturbing site greater than 1.0 acre. Retain co of approved permit on site.
\\\ ,� ` ,\ \ ` 1 \ „= ------ �. 1 1 / / PY PP P P 9 9 PY PP
,\\ \ \ '�;\ \ \ \ V \`1�i \ �� \ \\ Q1 ,it\ \ ;;:'-------------'itaq' • \ ` r �/ , Q/T
`,,, `g ;�\\ ;\ �'� \ \ \ y ;, �_ -. ,-- / s� , 1 J 16 �// ■ \,-�/� 2. Install / construct the temporary stone construction entrance for the site at the first entrance.
�� \�.?\ ,`\ , rkl - �- +- \ \` �'` :_-mYc.4? _ .'� ` ' ' / ftEGRADE FROM PRO. FES TO EX 3. Move relocate the existing light ole to the location as shown an plans. Contractor is to use caution as underground electric ower lines
\ _ �-
---" - .. / 9 9 P P 9 P
*� `� •\ \\ `„d \' ` - -�- - - -- Y • t // a DITCH. MATCH EX. FA ELEVATION
\� -ex. 42" -P- --.�" \N ` - -_- --__= -- - --~, • ` ' 1 / / r ■ ■ are located In the vicinity Of work.
``� / - -� \ ' g'--- ' ?� • 11 / ■ 4. Install silt fence elan street and ro ort line as shown. Do not lace silt fence @r endicular to the existin ditch' flow at this time.
\ I \4LJ \\ \ / ,off \ \ -- . I I , / / 9 P P Y P P P 9
\ `I ; i1i \/\ \ ..i' \\ \\ ' �, \\\�11k yih Q°a\ - \ \ - 27g -- 1 r ' ' •' '/ EXTEND EX 36' BY e'. REMovE © 5. Begin clearing and grubbing operations in the vicinity of the proposed storm drain system at the property rear.
Inv. 24" les 272.8 /'i i % / ,, - \• \ \\ \ h+, e STREAM IMP4CT S-1 "� 77 •'/ & REPLACE EX. FES. REUSE EX 6. Install the drainage system as fOIIOWS:
3 // % \a, \ \\til \ e 6 INST LL OUTLET PROTECTION - - 2i •.i /
of /11ap// / I �/' ,6 P _ , �;` / , \cQ FEs IF IN Goon CONDITION. INSTALL BLOCK a. Install temporary diversion ditch between the existing dffch and proposed drainage system location. Do not disturb the existing ditch
t r, fi % / 1 �A\ \oma \ � `e0� ry 1` \ LO SHOWN 9' 6-FES x 26' c �� `` /' / EX. INV FES 275.;55
s
These Ions are for bidding purposes only and �► ' ; �' \ �\ , \ LONG x\29' WIDE. VSE_, m e - , 'J°II PRO INV FES OUT 274.13 &GRAVEL flow line.
are no to be used as Construction drawings ex c° $ I \ \'�`'' \\ �►� I Rtt? RAP (D� - - // /�' ■ DETAIL 102.05 b. Begin installation of storm drainage system. Do not allow water to flow through system at this time. Contractor to use caution when
9 top 279.06 1 \ \ `iF \ \ - MIN.) AT DEPTH = 36' 7° / in into ex catch basin. Permission from current owner has been obtained to use existing system.
- ,_ - - � /
\ \ © \ \ \ I \ : �- /' / tying 9 Y
unless initialed and dated as approved for �v f/1 373 aa\ \ _ -- /� / © c. Grade the ditches D-1, D-2, D-3 and D-4 as shown on plans. Install ditch liners as specified. Install level spreader to the length
Construction below by the Engineer. e,,\ \ \\ \ \'\\ � \\ \
\\ �, \`. \� \\ \\ , \\ \ \ . -_ . ' / 1 2.0' and elevation shown.
Approved for Construction: \ o'�� _ _ 10 \ \ \ \\I \�; \ -;, _ -_ , / / d. Install block and gravel protection around the newly installed boxes and rip/rap gravel at the headwall for outlet protection as specified
_ �­ \\\ / I M
Date: \ - %-_�- --__ `` tit \ \ \\ \ \ - - - -
��� %� _ \ \ t� \ \ �\ ` �, I N o • on Plans. divert the water from the existing ditch swale to the storm drainage box.
/ ex 6 e. Upon completion of the drainage system installation
\ 9 ,,.,- �` �\ "P \ \ _ \ \\ 1 ; \ \` `\y1 /" ' i ✓y .10 ;o t''"'' rap 287.44 RE - 3 1 P P 9 Y + 9 / 9
BOUNDARY DESCRIPTION SHOWN eopci79.o6 N ' \` �' \ \\ '\ \t \ �, _ ' -; �- ''Q -''' // Inv f�► 27s°p ii > 0 1 3 7. Clear and grub the remaining site and begin removing topsoil under the building and parking lot area.
\' 4- \ \\ \ g�\1r 7 ; '6� / APPLY SEED, FERTILIZER, 8. Start fill/rough grade operations.
IS NOT FOR RECORDATION. !�� f/+ 274'58 1 \ \'\ \ \" i j�� ' ` / I. / McKnight office center STRAW. MULCH, FIBERGLASS within 5' of the proposed building site. The i
X \\ �\ // \ \ \ \\ 'e� + \ \\ ! ' I' T / g a NETTN cG, AND TACK W/LIQUID 9. Install both sewer service and water service to p p b g h Building Contractor to connect to the building.
' \\ ay \ \ \�,\\ \ \ j\\ use: ��picot� ti �3 pgFlEp ASPHALT AT 10. Once rough grades have been obtained, being parking lot construction with CABC placement per thickness specified on plans.
IIG�iVf7V DRAWINGS Knightdole Apartments, LLC' ` \ \ \ ,>c \ ��� /
Use: Townhouse Apartments �# \ \ \ ` \ \' \ \- ; i I' / \\� \ DB 08481, pg 1193 NOT TO SCALE THE RATE OF 10 GALLONS 11. Begin road construction and extension of Mulford Court. The plans to be completed by others. 12. Begin building construction by the
These drawings are believed to be a correct Zone: RMT � \ \ ,�4. \N ; \ \ 1 I �\\\ 1 LENGTH = 65 LF PER 1,000 S.F. Building Contractor.
representation of actual Heid conditions but D8 W193, pg 1665 \ r-' \ \\\\ I \ \\\ ; ; /' �, SLOPE = 2.67% 13. Once building foundation complete and structure started aonshuat retaining wall as shown on plana.
\ \\ \ / \\ \ \ I , I / %\
are not warranted as such. ` �% \\ \ ,P$ / \ �`\ \ \ 1 f,' \\\ 1 14. Start final grading of site and installation of concrete curb and gutters. Contractor to grade behind the proposed curb and gutter such
�' \ \�. \ rye.; \\ \; \ \ \�•' \\`; i \11 that no depression exists.
By: Date: ,%\ \ \ ,,� ` \ \\ / \ \ \ Il I ♦ Q 15. Complete parking area with asphalt placement per thickness specified on plans.
Li�� i \ ; ` ,-' \ \ \\� \ \ \ �l I 16. Omitted
CONSTRUCTION SAFETY ?�• i ' \,� \ \ \ \ 6 /
,� , \ \ \ / a.tae' 17. Permanently aced areas that will not be re -disturbed. Do not allow any disturbed areas to remain disturbed any longer than necessary
These drawings do not contain the requirements for ?yet \\ \ r \ > \ ,\\ 6• / /
job safety. All provisions for safety hall be the sole y �, i, �` \�\ \ ry�.1 \ \ �\\\ ' �h /� / - - -- and do not remove protection devices until adequate ground cover has been achieved. Note that the time for establishment of permanent
responsibility of the contractor. /•• \ \ \ \� \ \\\ '�\ �0 /�/ - ground cover is 1S working days or 30 calendar days, whichever is shorter.
/ -'' \ \,�`#`� ha �'le /// - ;., . =o�TM - 18• 18. Install concrete for trash bin area and install brick wall as shown per detail.
/ \\'\ \ \ , �$6 % \�ry��/ / `> d PLACE 18• class a 19. As building construction allows, begin concrete sidewalk installation around the building as shown on plans.
The contractor shall be .responsible for reviewing all \ \\ \`\ \` \Ty - _' _�)J„r' 1� Jt RIP RAP OVER 20. As building construction allows, begin fence construction as shown on plans.
existing job conditions. Any adverse existing conditions � \ 1� 4 � t 3 3 FILTER FABRIC 21. Begin removing sift fencing as necessary along the rear property line. r .
affecting work shown on these drawings shall be REVIEW BY THE TOWN OF \\,./\
,/ / ry95, 0141420
22. Construct bioreten ion area as shown on plans and detail. Remove dirt and install planting soil as necessary. Begin planting per
brought to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEE�4' \�, \ \ � � ©landscape detail. Construct the spillway as shown on plans.
clarification or reconciliation.
\\ \ I' /,I- NOT TO SCALE 23. Install silt fence at street and install bioretention pipe and drop inlet. Connect the pipe to the existing catch basin located along McKnight
This design has been reviewed for the Town of Knightdale by \\ \ 0 \ \ / \/ �Sa'1' '` LENGTH = 25 g P P P P pipe P ry,
the undersi reed-consultin engineer bf the Town of \\ 0. ti� 4- SLOPE = 10.0% Drive. Install block and ravel protection around the drop inlet. Upon completion of I e installation, repair sidewalk as necessary.
ADA AND LEGAL DOCLAIW R t all Kni htdale, and to the best o 9 m knowledge and belief, it \ s / // / 24. Continue landscaping of site as necessary per landscape plans. Remove slit fence as necessary during landscaping.
This document is not represented to comply with 9 Y 25. Maintain erosion control measures daily.
requirements contained in the ADA or other laws. conforms to the requirements established in the Standard �`\v\ \ / //%
Engineers are not licensed to interpret laws or glue Specifications of the Town of Knightdale. \\ \ / \\ / �/ % SCALE: 1' - 20' 26. Inspect all erosion control devices weekly and after each rainfall went. Make repairs immediately if needed.
advice concerning laws, the owner should have this \\ \ 0 / it ;I II EX. F. 27. Ono* the site is completely stabilized and the project complete, remove all remaining temporary measures and install permanent vegetation
document reviewed b his attorney to determine
\\ \ ti 0 20 40 50 60 70 80 on the remaining disturbed areas.
legal compliance. y y By: Date: \\`\\ �\ 'A I
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appionengineers.com
admin0appianengineers.com
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6 ' m ------._- - - / / INV UP 292.00
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t` G Iv 1 / m N 8a ? -�8 INV 24" OUT 287.73
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0 0 t, 11 1 ��6 1 1 11 X0,i) �;) �, ` ' _ 11,250+ SF. i�' �G j 2 01
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105.02
UG. POWER do UTILITIF- \ N \ I / / / • ;
IN THIS AREA. FIELD \ 1 \ i " ` a / '- °
\ \\ \ \ s �, m 1_'� // / - '> ♦ AS NEEDED
VERIFY W C ONE -CAGE \\ \ \\ " ` -� \' -- --
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/ "� f \ \�1�1 \ : Q \ \ `` `` ��' i IF 15 I �----288--------- --_- ---' ''NI .'Cb�t` - _"--------- _ -\ �� // / _ I \- / parcel 117..64147460 1� i j 106.01
;I JUNCTION B 8A 1, \ \ ''` \ \\ \ `\, Z \ 1 O .07i \ �\ S , ..,os/'•
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%�"/ 80P 28000ti3-0 1 111 Q \ -\ ' �� \ \ \`i \ PRO RD INLET 8 ` \ "- /' I T // ''� 209 r % 'I 1 r '\ i i LIMITS OF
}.
INV IN 27771 1 ' Q \ \ \ h \ \ " ._ " --- --- /- �,. o, / - 1 fi DISTURBANCE
` 28�,067X 3 0 `` 28: - i�i y.r / \ -------- -- 1 I ■ ......... ■
\�` �� `'•'\ DETAIL 705.06'16 1' \ \ w \ . \ \ \ NV LF --- ----- ------ /� �! '// ` '��� // y `\ i I �, a ; =
/ LINE
?A \ \\ � \ 1\`, 3 INV -OUT ` --t- G.'--`'-_� I- %. . /` /, \ I +' a, I e 1.71 Ac.
\ \�,`. \`, REMOVE O REP CE �\' � \\ � \ \ \ \\ ° •x \ \ �� '� DE7fUL � \---------- - 6'e dy-' , \ I M
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�\ 10\LF SIDEWALi� W/ \� \ `�\ - \\ -----------2ss---- ,� - °;°� ` te' ::� cry 9`'j ��'� SIN `-I / INSTALL B�.00K I 1
�\ 4$ D/tl CONCRETE CK 3,000 O , \\\ \ s 02- is �, `;t t�\ . -\- - s Y. ; _� , • \����� 6� \`� f I 4.56'
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\,. \ \ \ \ \\mss \ fP \\\ \ �.\\ \\ `� ,-' p' �y �� �'�/'... f \ / �\ •,W.. IN o• �- \�- DETAIL 1102.05 �
\ . \ \ \\ I \`�� / \ ` \ ` - ---N _ - yr ___ / y S /i�r- , �/>,, / 1 fjV \ _if 1 , ae / \ , , , to O
` `� \\ \ s r \\ a \ \ 14VALL BLOCK , _ '� CO-° > t / , , 1 /' / W
\ \\ \ . \\\ \ \ ro ,)< ♦ \ \ \ ` •.. . '�--ro♦ '� - "t- i , �/1 \" ' / / '-'1 -J1
\ \ ` \_ \\ /�s k \ \\ \ \ \. - \ f \ INV. 285.7 - J ,- �/ Y INLET 2 �' \ � ` ♦ tO _ 3
/ 9 \\\ \ • c �\ \ SIF __'�`
0
\ '\�\ mss` \ ``\ ` 27■� \\ \\, \ __ --- s-- S ,---\QV `\ : �- 'L�' • / \'' \
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\ .• �\ �DETAIC, t04-AS_-o'x4'-o" �� ,'�� � \ >
�- - / / %10P 289.05 ® �, 3 APPLY SEED, FERTILIZER,
\ ` \' \ �,�� \ \ ` \ / \ by f,4 27.x81 \ \ \ ` \o - \ ' � ,' STRAW, MULCH, FIBERGLASS
\ `\\ `\ \\\ `\ / \\ ` \ `� x �� UID
284 '
\ /• \ \ \ \ �`\ �, --' ter' ........ 283---_._._ _Y1 /' {•h ��+ ° 47 LF NV 24" ?N7282.86 '' J NETTING. AND TACK W IQ
\' `, \ "\ ` `\\ \ \ 7.k \\ \ * \ ------ ._� - r '1 _ -
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\ , \ / \ "" ^ - 1 - / �/ 24" RCP NV 24" OUT 282.76 ,'' /� `� EMULSIFIED ASPHALT AT
\\ \\\ \\ ���, .y, ax\�I/r' \\ \ \ \ \ \\ \�`------- - - ------------ - - j � - GALLONS
�,1 \ •-•( -• _ --_ _ ` \ "1< ��%'-%- /rr I �'� .. 'e: -r L 5.01 / %/E0 D 1 © THE ATE OF 0
\\\; \`\ \\ ? \`r 1 , 1 \ \ \\ �, `, \ LID•• \�-ice•. r _� \ - i ,i ' ,`/ iii r i i •:i'j�% �n .� ` , O 2.38 DETAIL / 2.Q'
\ -- - ___-- / .y / PER 1,000 S.F.
\ \\\ , . \ \ \ \ c \ \ -- _. - _ ___� --- _ . ' '- / , /� ., \ /" 0'/ �,.
\ \ \ \\ � \ �zg2 •, / • „ / , . . �:. ° / \ \ 41 IF 011CH O 200% � % NOT TO SCALE
`\ \ 1 1., \ \\ ` \ \ \ \ PRIvaTE D ATMA - / ,/ /,,',' ;, 'P top 287.03 � © >g / LENGTH = 201 LF
\,\ \\1�1\` \ \:. , '1� `\ \\\\ �� \ \ \\ \ \ ,. EASEMENT __----------- //� lnvf/12eR35 �° ` �ti N -- SLOPE = 1.50%
` "\ \ . \ \ \\ �� � \ s \ ` --- ° �Q _ _ /' ^'' "�� i ry //� PRO INV. 281.22 \ \ ( W 0. .. _I1
`", \ \ . '\ \ `\ I, \\ \ \ \ +\\ \ O. . \ \ \ � \� 017 ser►4i e ' ig ,, ;' . .' ; ' 'L� �j6 ; 01 13 LF 30 RCP O 2.38% ♦ \ � \I I 5
d tl-
\ \ \\ \ ,p \ \ '���o• \ / N3.22'29'W 58 68' ex. sonJV�Q� Y ' �y , / �� �\` `�,� t��e943 3 APPLY 5EED, FERiIUZER,
EXISTING PROPERTY LINES TAKEN \ \ G� ` \ \ \ e-,.-- - S`' op Z \?9 S / v l$, * `' ` Inv f,4 281:93 STRAW, MULCH. FIBERGLASS
\ \ ` \\ \` r •r. 4N \;. JL___ -r _ _ SB' � / 9__ / / ® YARD INLET 1 " �, 'Ilk "r, NETTING, AND TAC( W QUID
FROM MAP DATED MAY 14, 2001 BY: \\ \ \\ .,.\\ �\ \ �� I -_- _ \ \\ \ 1 �� �05•\t1 ! - - --279-- - - �� •' �,'' �'/ BOX 4'-0 x4-0 � N
DAVID R. DOLEZSAR \ \ \ 1, �'r �// 65 LF DITCH O 2.69X �� \F `4 \ �_2 ® EMULSIFIED ASPHALT AT
\ \\ \ n \ ,\ 1 ~ � ,N'b LIMNS OF _ '� /i• 11 TOP 288.60 © ♦ �,
PROFESSIONAL LAND SURVEYOR °� _ ' w / ♦ �• THE RATE OF 10 GALLONS
\ \ .\ \ \ C. \ \ 1 ' c' ,' - _ / ' p � NOT TO SCALE
\ \\ ® ti \ DISTURBANCE LINE - 1� INV UP 287.43
5217 EAGLE TRACE DRIVE \ \`\ \\ \ \ \\ \s, cn \.0 _ _ - Al- 7.9 1 {' \ h " ■■ ■■ y� LENGTH = 41 LF PER 1000 S.F.
,c 5 \ INV 24" IN 281.64 • ,
RALEIGH, NORTH CAROLINA \ \ `\ \ g '\ ? �9 I I- -278----`� "'� $4101 , 1
\ \\ \ \ \ \ ti �l / \ �, F `^ , _' , -la,: , tJ ti .�,\ 0 INV 24 OUT 281.54 'r\
919 876-0145 PHONE •\ \\ \ \ \ % \ \\ \ \Q• \' , o• ", N- �,� (M 0 ' SLOPE = 2.00%
( ) ( ) A L _ c�,11 . a, t�` ' / \� % DETAIL 5.01(919) 212-2424 (FAX) `.\`� ` \ ` i ^ 1��� -- *kl_ 6a' \b�
`•\ ,,� \, \ \'\\' :: \ '� \\ ' 4 I'll \ \ \ M r \ \ �R /� , ', ' ; -' "1" .S l ,t1.1 N ^a '�y / / " �` 2 �q 1 CONSTRUCTION SEQUENCE
\ �' L \ �` • '--- -'--- -' / \+ // ♦ 1. Obtain co of approved erosion control permit prior to disturbing site greater than 1.0 acre. Retain co of approved permit on site.
\\\ ,� ` ,\ \ ` 1 \ „= ------ �. 1 1 / / PY PP P P 9 9 PY PP
,\\ \ \ '�;\ \ \ \ V \`1�i \ �� \ \\ Q1 ,it\ \ ;;:'-------------'itaq' • \ ` r �/ , Q/T
`,,, `g ;�\\ ;\ �'� \ \ \ y ;, �_ -. ,-- / s� , 1 J 16 �// ■ \,-�/� 2. Install / construct the temporary stone construction entrance for the site at the first entrance.
�� \�.?\ ,`\ , rkl - �- +- \ \` �'` :_-mYc.4? _ .'� ` ' ' / ftEGRADE FROM PRO. FES TO EX 3. Move relocate the existing light ole to the location as shown an plans. Contractor is to use caution as underground electric ower lines
\ _ �-
---" - .. / 9 9 P P 9 P
*� `� •\ \\ `„d \' ` - -�- - - -- Y • t // a DITCH. MATCH EX. FA ELEVATION
\� -ex. 42" -P- --.�" \N ` - -_- --__= -- - --~, • ` ' 1 / / r ■ ■ are located In the vicinity Of work.
``� / - -� \ ' g'--- ' ?� • 11 / ■ 4. Install silt fence elan street and ro ort line as shown. Do not lace silt fence @r endicular to the existin ditch' flow at this time.
\ I \4LJ \\ \ / ,off \ \ -- . I I , / / 9 P P Y P P P 9
\ `I ; i1i \/\ \ ..i' \\ \\ ' �, \\\�11k yih Q°a\ - \ \ - 27g -- 1 r ' ' •' '/ EXTEND EX 36' BY e'. REMovE © 5. Begin clearing and grubbing operations in the vicinity of the proposed storm drain system at the property rear.
Inv. 24" les 272.8 /'i i % / ,, - \• \ \\ \ h+, e STREAM IMP4CT S-1 "� 77 •'/ & REPLACE EX. FES. REUSE EX 6. Install the drainage system as fOIIOWS:
3 // % \a, \ \\til \ e 6 INST LL OUTLET PROTECTION - - 2i •.i /
of /11ap// / I �/' ,6 P _ , �;` / , \cQ FEs IF IN Goon CONDITION. INSTALL BLOCK a. Install temporary diversion ditch between the existing dffch and proposed drainage system location. Do not disturb the existing ditch
t r, fi % / 1 �A\ \oma \ � `e0� ry 1` \ LO SHOWN 9' 6-FES x 26' c �� `` /' / EX. INV FES 275.;55
s
These Ions are for bidding purposes only and �► ' ; �' \ �\ , \ LONG x\29' WIDE. VSE_, m e - , 'J°II PRO INV FES OUT 274.13 &GRAVEL flow line.
are no to be used as Construction drawings ex c° $ I \ \'�`'' \\ �►� I Rtt? RAP (D� - - // /�' ■ DETAIL 102.05 b. Begin installation of storm drainage system. Do not allow water to flow through system at this time. Contractor to use caution when
9 top 279.06 1 \ \ `iF \ \ - MIN.) AT DEPTH = 36' 7° / in into ex catch basin. Permission from current owner has been obtained to use existing system.
- ,_ - - � /
\ \ © \ \ \ I \ : �- /' / tying 9 Y
unless initialed and dated as approved for �v f/1 373 aa\ \ _ -- /� / © c. Grade the ditches D-1, D-2, D-3 and D-4 as shown on plans. Install ditch liners as specified. Install level spreader to the length
Construction below by the Engineer. e,,\ \ \\ \ \'\\ � \\ \
\\ �, \`. \� \\ \\ , \\ \ \ . -_ . ' / 1 2.0' and elevation shown.
Approved for Construction: \ o'�� _ _ 10 \ \ \ \\I \�; \ -;, _ -_ , / / d. Install block and gravel protection around the newly installed boxes and rip/rap gravel at the headwall for outlet protection as specified
_ �­ \\\ / I M
Date: \ - %-_�- --__ `` tit \ \ \\ \ \ - - - -
��� %� _ \ \ t� \ \ �\ ` �, I N o • on Plans. divert the water from the existing ditch swale to the storm drainage box.
/ ex 6 e. Upon completion of the drainage system installation
\ 9 ,,.,- �` �\ "P \ \ _ \ \\ 1 ; \ \` `\y1 /" ' i ✓y .10 ;o t''"'' rap 287.44 RE - 3 1 P P 9 Y + 9 / 9
BOUNDARY DESCRIPTION SHOWN eopci79.o6 N ' \` �' \ \\ '\ \t \ �, _ ' -; �- ''Q -''' // Inv f�► 27s°p ii > 0 1 3 7. Clear and grub the remaining site and begin removing topsoil under the building and parking lot area.
\' 4- \ \\ \ g�\1r 7 ; '6� / APPLY SEED, FERTILIZER, 8. Start fill/rough grade operations.
IS NOT FOR RECORDATION. !�� f/+ 274'58 1 \ \'\ \ \" i j�� ' ` / I. / McKnight office center STRAW. MULCH, FIBERGLASS within 5' of the proposed building site. The i
X \\ �\ // \ \ \ \\ 'e� + \ \\ ! ' I' T / g a NETTN cG, AND TACK W/LIQUID 9. Install both sewer service and water service to p p b g h Building Contractor to connect to the building.
' \\ ay \ \ \�,\\ \ \ j\\ use: ��picot� ti �3 pgFlEp ASPHALT AT 10. Once rough grades have been obtained, being parking lot construction with CABC placement per thickness specified on plans.
IIG�iVf7V DRAWINGS Knightdole Apartments, LLC' ` \ \ \ ,>c \ ��� /
Use: Townhouse Apartments �# \ \ \ ` \ \' \ \- ; i I' / \\� \ DB 08481, pg 1193 NOT TO SCALE THE RATE OF 10 GALLONS 11. Begin road construction and extension of Mulford Court. The plans to be completed by others. 12. Begin building construction by the
These drawings are believed to be a correct Zone: RMT � \ \ ,�4. \N ; \ \ 1 I �\\\ 1 LENGTH = 65 LF PER 1,000 S.F. Building Contractor.
representation of actual Heid conditions but D8 W193, pg 1665 \ r-' \ \\\\ I \ \\\ ; ; /' �, SLOPE = 2.67% 13. Once building foundation complete and structure started aonshuat retaining wall as shown on plana.
\ \\ \ / \\ \ \ I , I / %\
are not warranted as such. ` �% \\ \ ,P$ / \ �`\ \ \ 1 f,' \\\ 1 14. Start final grading of site and installation of concrete curb and gutters. Contractor to grade behind the proposed curb and gutter such
�' \ \�. \ rye.; \\ \; \ \ \�•' \\`; i \11 that no depression exists.
By: Date: ,%\ \ \ ,,� ` \ \\ / \ \ \ Il I ♦ Q 15. Complete parking area with asphalt placement per thickness specified on plans.
Li�� i \ ; ` ,-' \ \ \\� \ \ \ �l I 16. Omitted
CONSTRUCTION SAFETY ?�• i ' \,� \ \ \ \ 6 /
,� , \ \ \ / a.tae' 17. Permanently aced areas that will not be re -disturbed. Do not allow any disturbed areas to remain disturbed any longer than necessary
These drawings do not contain the requirements for ?yet \\ \ r \ > \ ,\\ 6• / /
job safety. All provisions for safety hall be the sole y �, i, �` \�\ \ ry�.1 \ \ �\\\ ' �h /� / - - -- and do not remove protection devices until adequate ground cover has been achieved. Note that the time for establishment of permanent
responsibility of the contractor. /•• \ \ \ \� \ \\\ '�\ �0 /�/ - ground cover is 1S working days or 30 calendar days, whichever is shorter.
/ -'' \ \,�`#`� ha �'le /// - ;., . =o�TM - 18• 18. Install concrete for trash bin area and install brick wall as shown per detail.
/ \\'\ \ \ , �$6 % \�ry��/ / `> d PLACE 18• class a 19. As building construction allows, begin concrete sidewalk installation around the building as shown on plans.
The contractor shall be .responsible for reviewing all \ \\ \`\ \` \Ty - _' _�)J„r' 1� Jt RIP RAP OVER 20. As building construction allows, begin fence construction as shown on plans.
existing job conditions. Any adverse existing conditions � \ 1� 4 � t 3 3 FILTER FABRIC 21. Begin removing sift fencing as necessary along the rear property line. r .
affecting work shown on these drawings shall be REVIEW BY THE TOWN OF \\,./\
,/ / ry95, 0141420
22. Construct bioreten ion area as shown on plans and detail. Remove dirt and install planting soil as necessary. Begin planting per
brought to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEE�4' \�, \ \ � � ©landscape detail. Construct the spillway as shown on plans.
clarification or reconciliation.
\\ \ I' /,I- NOT TO SCALE 23. Install silt fence at street and install bioretention pipe and drop inlet. Connect the pipe to the existing catch basin located along McKnight
This design has been reviewed for the Town of Knightdale by \\ \ 0 \ \ / \/ �Sa'1' '` LENGTH = 25 g P P P P pipe P ry,
the undersi reed-consultin engineer bf the Town of \\ 0. ti� 4- SLOPE = 10.0% Drive. Install block and ravel protection around the drop inlet. Upon completion of I e installation, repair sidewalk as necessary.
ADA AND LEGAL DOCLAIW R t all Kni htdale, and to the best o 9 m knowledge and belief, it \ s / // / 24. Continue landscaping of site as necessary per landscape plans. Remove slit fence as necessary during landscaping.
This document is not represented to comply with 9 Y 25. Maintain erosion control measures daily.
requirements contained in the ADA or other laws. conforms to the requirements established in the Standard �`\v\ \ / //%
Engineers are not licensed to interpret laws or glue Specifications of the Town of Knightdale. \\ \ / \\ / �/ % SCALE: 1' - 20' 26. Inspect all erosion control devices weekly and after each rainfall went. Make repairs immediately if needed.
advice concerning laws, the owner should have this \\ \ 0 / it ;I II EX. F. 27. Ono* the site is completely stabilized and the project complete, remove all remaining temporary measures and install permanent vegetation
document reviewed b his attorney to determine
\\ \ ti 0 20 40 50 60 70 80 on the remaining disturbed areas.
legal compliance. y y By: Date: \\`\\ �\ 'A I
CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORLD WIDE WEB: -
www.appionengineers.com
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BIORETENTION PROFILE
NOT TO SCALE
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FROM •r' DATED MAY 14, 2001 HY:
DAVI' r )LEZSAR
PROM S aOi-4AL LAND SURVEYOR
521 E/10 - L TRACE DRIVE
gALEIG NORTH CAROLINA
(919) e '6-0145 (PHONE)
;919) !2-2424 (FAX)
These plans are for bidding purposes only ar
are rot to be used as Construction drawin,
unless initialed and dated as approved f,_
Constr: ctlon below by the Engineer.
Apprc of for Construction:
Date:
BC'`.JNDARY DESCRIPTION SHOWN
,3 NOT FOR RECORDATI01\'
RECCFD DRAWINGS
These dr,1wings are believed to be a correct
reprf-sHr-+ation of actual field conditions b�+
are Mot varranted as such.
By: Date:
CON:.. AUCTION SAFETY
Thest-'Owings do not contain the requir, nems for
job s. qty. All provisions for safety shol be the sole
respo= bility of the contr)ctor.
EXI5i AG CONDMNS
The ractor shall be responsible for viewing all
exis• ob conditions. Any adverse existi I conditions
offer -1 work shown �„1 these drowir shall be REVIEW
_BYSHE TOWN OF
broL. ;t f to the attention, )f the engineer or possible KNIGHTDALE_. CONSULTING ENGINEERS
clorifl. tion or reconciliafian.
This design has been reviewed for the Town of Knightdale b,
ADP 0 LEGAL DILA_ i_AIMER the undersigned -consulting engineer of the Town of
Thi:, ument is not rut dser)ted to r,,,+r ly wilt, ail Knightdale, and to the best of my knowledge and belief, it
requ ments contained in the ADA or 'her laws. conforms to the requirements established in the Standard
Engin rs are not lic:: :. :.i to interpret i vs or give Specifications of the Town of Knightdale.
advice concerning law.. itte owner shoo have this
docut ent reviewed lb—,r its attorney tc determine Date:
legal )mpliance. By:
�4
GRASS BUFFER
LIMITS OF PAVEMENT
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
PHONE: [phone]
FAX: [phone]
- WORL�_­1 WIDE WEB: -
www.appionengineers.com
admin0appianengineers.com
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OMITS OF PAVEMENT 1 1 DEPTH (6 INCHES) Q --ELEV. 28J.62 ~ 1 1 ~ PRO YARD INLET 8 1 f~ r 841 SOUTH WESLEYAN BLVD. 1 ~ - \ ~
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FRuM r.+,.P DATED MAY 14, :,.,~i ifr . 4~, ~ C ~ s
DAVID '<< DOLEZSAR PRDFE`.' ZONAL LAND SURVI ~ ~ ~ ~ t ~ Ar f~l um , J 1
5211 E~~GLE TRACE DRIVE / RALEIG~I, NORTH CAROLINA T
(919) c?6-0145 (PHUNF_)
(919j .2-2424 (FAX)
Hf i till YOIt (1I~,
CALL If,[I thtt W~. ~•-~v
1-bUU 632- 4949
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These :Mans are for bidding purposes only and
are r~,,1 io be used as Construction drawim:
unl - > ''=nitialed and dciied os approved f er Cons ,>>~tfon below by tl~e Engineer.
,I
Approved for Construction;
Date: O
?005
1.1 A Y DESCRIPTION SHOWN BO ND R MAY ~ 1
ON. 15 NOT FOR RECORDATI AJn .WAVER ~~BRPNCN 0~ 31`
~
RECORD DRAWINGS
These drawings are believed to be a corre~:~~
representation of actual tield conditions but are not warranted as such. ~ ~s
gy; ~ Date: 4 C
CONSYAUCTION SAFETY These urawings do not contain the requirc:rnents for
job sofety. All provisions for safety shop be the sole ~n U
responsibility of the contractor. O ~ pp
EXISTING CONDfT10N5~ Ow ~
The contractor shall be responsible for reviewing all O 7~
existing, job conditions. Any adverse existing conditions ~Q ~N N ~ W v (
affecting work shown on these drawings shall be REVIEW._BY THE TOWN OF n Y,nn
brought to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEERS ~En 3~N
clarification or reconciliation. pia
This design has been reviewed for the Town of Knightdale by Inx W .Z
ADA AND LEGAL DISCLAIMER the undersigned-consulting engineer of the Town of WJZ :W 0 D :i VI
This document is not represented to car ly with all Kni9htdale, and to the best of my knowledge and belief, it requirements contained in the ADA or ther laws. conforms to the requirements established in the Standard coo-< <F-Uf1U
Engineers are not licensed to interpret ws or give Specifications of the Town of Knightdale. 98-000
advice concerning laws, the owner shoo _ have this D-0000
document reviewed by his attorney tc determine legal z -.mpliance. By: Date:
ACE-2A

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lOP BERM ELEV. 284.00 100 YR. ELEV. 283.52 f- SHEE ` ~ ~ \ ~ O X J ~ X 3 - ~ ~ Z PHONE: [phone] ~ 1 1 ~ ( )
EMERGENCY SPILLWAY _ ~ ~ \ - ~ ~ - 1 ~ G~ FAX:~[phone] ~ ~ roP 28 ~.6 _ ~ ~
ELEV. 283.75 ~ ~ ~ ;i'V~,~ i ~ ~ ~_1`~ ~ 1 Q -WORLD WIDE WLI~: INS EIP ~ 133.50 1
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- ' ~ : ~ ~10 YR. ELEV. 283.41 I ~ ~ ~ ~ ~ (I ; ` ~ - --I i I ~ ~ I I I i , ~ 1 - 3 \
L V. 283.00 III _ i ~ 1 \ ' I~~ ~ BOT E E I~r l ~ ~ DE1 AIL x.01 - ~
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P ; C R 1 : 5~ ~ BI Jf~l f E NTIOfJ AREA ~ ~ ~ CAR
\ \ lJ~ ~ ~ 1 29 x~8 1682 S.F. ` o~`..~~F~ss~io..~~
SECTION A-A y \ ~ ? ~ o ~ ~ ~ _ _ ~ Q~ y T. \ ~ -
~ - \ S - ` ~ ~1 ~ - 8421
~ _
NOT TO SCAIE ~
cP 2 - %ee ~ ~ y~ \ ~ ~ - 284 r ~ ~o
~o ~ ~ _ _ 284 ~
p > ~ - Final Drawings i 6 ~ ~ -
\ . ~ ~ Review Pur sea ONLY s _ ~ _ _ _ _ po
1 ~ g3 - - \ 2
s a . , ~ /
~ ~ ~
~ ~ ~ ~ hRIVATE DRAINAGE d•
U ~ \ ~ EASEMENT
1 ~ Z , i - - -
L S ~ ~ ~ ~ / - o. G
4. s 4_ \ ~ ~ F ~Q
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t ~ ~ , ~ ~ ~ 68 ex. san s
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L~iSTIF: PROPERTY LINES TAKEN . ~ ~ ~ ~ 'sa ° ~ ~ r¦ri
~KOM i„r 4P DATED MAY 14, 2001 BY: \ , 2 ~ ~ ~ ~
CAVID DOLEZSAR r A PROFESSIONAL LAND SURVEYOR ~ ~7
X217 t:AGLE TRACE DRIVE RALE'~,r~N, NORTH CAROLINk~
(s1s) +;~s-o145 (PHONE)
{s1s) 112-242a (FAx)
E - I
BEFORE You olc SCALE: 1 °=10' ~ ~r
° CALL TOIL. FRtE
1-BOU 632-4949
NORTH L
CAROLINA ONE-CALL
CENTER
C
These plans are for bidding purposes only and are not to be used os Construction drawings , D
unless initialed and dated as approved for ~ 7005 n
Construction below by the Engineer. MAY
Appr ,ved for Construction: ~.wA~~ ~.,.,;;:,.~r~
Date: ~STOR:r~~;~iER BRANCH
SCRIPTION SHOWN BOUNDARY DE
IS NOT FOR RECORDATION.
RECORD DRAWINGS
Thes<< drawings aro believed to be a correct ¦rrr rrrr
reprosentotion of actual field conditions brit
are r warranted as s~ac:h.
. gy; Dote:
CONSTAUC110N SAFETY r
These drawings do nut ,culiuin the rey~~ii~nienis fur job s,~ety. All provisi, ~ s for safety sha~ ba the sole
resNor~ibilify of the ~ui~1r~_rior r~ i,i a~~ O ~i}
J ~ ~ -
EXIS~IING COND(TIONS~ F. ~Y
The c ,ntraetor shall k.,~, ~esp~,nsible fur widwir~y all exisiir,~ 'ob conditions. ~+ny adverse exist~~,g conditions (V 2 Ii! , ~ u
i ..N~u onnCw Gv TuG T(1WN (1F r 1 F-
r,,t to the attention of the engineer for possible KNIGHTDALE_ CONSULTING ENGINEERS i ation or reconciliation. cn (L
This d been reviewed for the Town of Kni9htdale by design has V) S WMF
the undersigned-consulting engineer of the Town of O0O , .
AND LEGAL DISCLAIMER ument is not represented to con.r,lY with all Kni9htdale, and to the best of my knowledge and belief, it c m QF-OG Fi
ements contained in the ADA or • they laws. conforms to the requirements established in the Standard 98-000
=ers are riot licensed to interpret ' ,ws or give Specifications of the Town of Knightdale. D-OODG
Ldo 'tng work snowy on rnese uruwi , u VO n[ ri~~~ concerning laws, the owner shou ! have this ent reviewed by his attorney to determine Date:
mPliance. By' ,CE-2A

or other use is allowed without his permission.
nd remains the ro arty of the Engineer for use under his supervision. No reproduction or other use ' shave been re ored as instruments of service for a particular site or building improvement a P P
c Copyright 2001 Appian Consulting Engineers, P.A. These drawing P P
TES NO RAL NE
GE I
rom an actual field survey performed by Appian Consulting Lion and to o ra hical information was taken f 1. Loco P 9 P twin is MSL.
sneers PA dated March 1, 2004. Reference Da Eng ~ reinforced concrete meeting ASTM C-76, latest revision.
Storm drains e i e if shown, is to be Class III d Desi n. 2' g P P II meet the Town of Knightdale Standard Specifications an g 0 0
3. All materials, construction, workmanship sha I
echnical re orf for guidance in sitework, if available. 4. Contractor to refer to Geot P dum star ad to be 4500 psi, unless 0
enemum 3000 si at 28 days, air entrained except p p 5. All concrete is to be m P z
otherwise noted on the plans. Manual pn Uniform Traffic er traffic control devices shall conform to the
6, All si ns, avement markings, and oth , „ 9 P ~ ~ the contractor s res onsibiiity.
Control Devices, latest edition as amended, and are P all work zone traffic control in ar adjacent to NCDOT or Town 7. The Contractor shall be responsible for vices MUTCD and NCDOT
Manual on Uniform Traffic Control De ( ) ri ht-of-wa . All methods shall conform to the U
9 Y standards. Q W
nsition at tie-in to existing edge of pavement where applicable. 8. Contractor shall saw-cut to provide smooth tra „ struction issued W tY Q
rtinent rovisions of the Manual of Accident Prevention in Con 9. Contractor shall comply with. all pe P issued b the U.S. Department of }
Inc. and the Safet and Health Regulations for Construction y by AGC of America, Y Q
Labor. roximate and shall be verified in the field prior to beginning W J
10. Existing utility locations shown, if any, are app ocations of existin utilities prior to all contact NC One Call Center at 1-800-632-4949 for I 9 work. Contractor sh a 0 r
beginning construction. a s of com letion of construction.
d areas shall be landscaped and seeded within 15 d y p 11. All disturbs „ , , lieu of concrete blocking at fittings normally required z Y
n waterlines Me slug Joent restraints may be used en 12.0 g with Munici all before employing for approval.
ncrete blockin . Verify acceptability p tY to have ca g ns shall be manufactured from high intensity reflective D
13. Re ulato signs (i.e. STOP, etc.) and street name sig ' ements. g ry hall be rovided er local municipality or NCDOT requer
materials. Street name markers s P P ' ensions shown are a proximate. ' to o p~Q~ o ~~~~4~1
14. Lot dim P own slender unbraced pine trees that could fall in clearin ri ht-of-way or easements, watch for tally g clearin 15. When 9 9 Brin to the attention of Engineer for resolution during g C~~~J e ~ 0~ ~ C~C~ ~n ° a ° ° e ° p~~° uV D ~[~aC~L
the ri ht-of-way after construction is complete. g 9 a o ~ DG~Q o D MM O ~ LI 0 ~UV~ B C~QaD ~ M °
operation. D D ~ 6 ° ° ° ~ LIUII ~ 11 L5 ° C~ pC~G3 aG~[~0~ o a o[~Q~'p 9 ° o `>~C[~400 D~Of~[~ ~C~C~ ~Q
electrical facilities will be at the developer's expense. 16. Any relocation of existing ' stin fire h drants to grade is considered nn nn e o ° o D ~C°a~~c~ ° o C~~DC a pG~O~~L~ o W Q~l~ ~uv~uV
is shall be set to height per local municipality. AdJu g Y 17. All fire hydran Q~~Q
incidental to the cost of the fire hydrant. ood insurance rate map for EMA ma ed flood area or Flood Hazard zone. The fl 0 oa n D ° ° r°~ ap~l~C~ QI~D~C~ v ° D ° D Q~ r' o a o Qf~ ~p~ o G~O~ p[~
18. Property is NOT located en a F pP the area is 37183C0388E. round stars a tanks (UST), septic tanks, ° o C~0[~4 o a O D~[I~L~f~ a 0 0 ~ ~ C~ ~DO[~ ag G[~0 ° ~1 ® D 4
onsible for determination or discovery of existing underg 9 19. Owner is rasp 0 0 ~pG~ n 0 ~ p~Q ° ~o O~l~G~O o O DD~iIL~I~ 0 o~1~~C~ a [~G~0~~0
lines raves or cemeteries that may exist on the site. abandoned utility ~ 9 er around and or adjacent to existing power lines. ° D ~ ~]0 o ~Q~L~~ 0 0 L~ DL o ~]~G~O
e caution when working and / , 20. Contractor shall exercise extrem to com I with ADA requirements. o ~0 0 C[~0~~0 S C~ C~ ~ C~
i a si na e, surfaces, grades, pavement markings, etc., p y „ 21. sitework hand c p g 9 markin s in his bid. All lines are to be 4 white 0 0 ~ DC o ~]~QO o ~ C~0 [~G~O~ 0 C~~ ~l
actor will be res onsible for providing all pavement g 22. Contr P ° o o~C~ o [~0 0 0400 ~4G~NJ o C~O[~ C~
unless otherwise noted. r utilities from a oint 5' outside of building to ctor is to assume responsibility for all water and sews P ~ 23. Site Contra ~ ~--~1~.~~ ° o DG~QOC~~ 0 ~D0~1 D 0 0 ~'G3MC~
onnection. a - point of public c alums II Plumbin . O[~~ 04~ ~ ~ ~ ° o D ~Q~~~ D~ a o `~G3MC~`~~0
t the NC State Building Code V 9 I ' a ` t~~ ' s site lumbin is to mee a Town ~ i< + 24. All P g ins acted and a roved by the project engineer and th o O(~~ o ~ ``.9 Q~ILO(~ 0 0 ~0 ,.~1 ~
e forms are PP ~ ' not our an concrete befor P ~ made satisfacto ' ~">"~~i'=~ ~ 25. Do p Y work erformed at Contractors cost until ry ' e removal of p s ~ R~: ~ ~ ~ ~ ~ ° o D 4QOL~~ DC~ a o ~QMC~`~DO o O[~~ o ~ C~ [~COM C~~L~Q G~10~~
ins actor. Failure to do so may constetut _ P ni htdale. R' of K , Mrs a ° D°° D D ~ c~ G3D D[~ D ~~aG~1DQ ~DaL~C~ 0 0 ~~l~~a o~[~ OG~
by the Engineer and the Town 9 it has been a lied for. No work shall _ _ therefore an erosion control perm PP - ~ a re than 1 acre ~ - 9~ `~0 C~C~ e n D° D D ~°~-Q~~ n GAD DC~ D ~~'Q~IDQ
26. Site disturbance is mo ermit has been obtained from the review agency. Ail a roved co of the erosion control p begin on site until an pp PY shown on the Ions, shall be approved by the local DaL~C~ 0 0 ~~~a~ 0 0~ ~ 40~[~ C~
installed that are not P additional erosion control items that are s not a roved will be installed at e n D°° D D GAD DC~ D `>~Q(~DQ ~C~ ~ o a o I~~D~ ~~J~~ o ~J O[~ ~0~ G ~l4 C~
ore installin in order to approve for payment. Item pp ~ ~ . , agency or the Engineer bef 9 y 1 ~ W 8. a a D°° D D ~,-°~~~e~ GAD DC D ~~Q[~DQ DaL~G 0 0 ~1~~~~ o OG~
the Contractors expense. 40~[~ C~ ~1~ C~
am s as shown on plans. ° ~ ~ 27. Provide handicap r p cent to and behind proposed curb. Should any e de ressions ad a t , s`~ ~ pL~Q~ ~~a~ C~~C~~ C~ ~1C~ C~
ontractor shall watch for any potential upgrad p 1 ~ ~ 28. C of curb. ositive surface drainage over top a 2~3
be detected, fill to provide p avement and 5~..~----- nd and shall be installed, if possible, before curb, p ~ ~ G CALCULATION N OFF-STREET PARKIN
29. Electric power is to be placed undergrou Ich behind curb until underground LOCATION nc . Do not seed and mu , ' ~ QQ = ~ t eedin of adjacent area. Coordinate with ufility age y of the Contractor. 4 - ~ ',;~Tfi, ? ' ~ Ngena s 9 1 f electrical lacement shall be the sole responsibility X IMPERVIOUS CALCULATIO able 13.7 Use No. 4.24) Per Article 13, T ,
'nation o P ~ : ~ electric has been installed. Coordi ; r~ , NORTM Total Lot Size: 67,035 ~t PROPOSED USE REQUIRED
ed within a Watershed Protected Zone. ~ ?e 30. This site is not locat een confirmed b the NCDENR to be located within ~ j ~ Existin % Im ervious. 0 X S ace Use Use No. Total Spaces
aded as such have b Y ~ „ 31. The streams shown on the plan and sh se buffers. o Surface S uare Foota a % Impervious Child Day 37 Regular Spaces 6 Child 150 25 dica S aces
o construction is to take place within the ~ 1 ass ermetted, n 9 ATION uffer. Unl Confined I.OC+ the Neuse b P 'f as confined and require compliance with OSHA o~ ~ TCH Off-Street Parkin 17283 25.78 Care Center 2 Han p p N SKE 1a ?T~0 1 Staff 14 LE Sidewalk around bulldin 1,901 2•B4 39
' in or new o arable Manholes or Wetwelis quail y ment and or devices NOT TO SCALE 32. Exist g P ation and other a licable equip / i 9.11 TOTAL. 39 Pro sed Buildin 6,105
" uirements. Certified equipment, proper notific PP Access Entry req m is o erational from hydrogen-sulfide gas build-up or an workers offer syste p °r~{` r",,~ 25 289 sf 37.73 9G 1. Handicap space requirement meets article 13.5.15. Total 2. Loading Space nat required per Town of Knightdale Planning Department.
may be necessary to protect , t ~ '~.4' otherwise oxygen-less environment. and Facilities" as detailed in Federal
o meet ADA Accessibility Guidelines for Buildings 33. All handicap ramps are t ions activated January 26, 1992. also refer to SITE INFO.
144 dated Jul 26, 1991, rules and regulat the Register, Vol S6, No. Y " Buildin s and Facilities Accessible To and Useable by LITY SYMBOLS GEND Ull PLAN LE SITE
lino State Building Code Volume 1-C, Making 9 North Caro AGE PIPE FES FLARED 1RACT ACREAGE: 1.54 Ac. NUMBER OF 14 ~1A¦ ~ WTIFA DRAIN ( 1 EMPLOYEES:
Ph sically Handicapped ,latest edition. level, See. biddin notes, specs, or soils y 'n ad to within 0.1 foot of the subgrade 9 0 EX END SEC110N) Ec RIP RAP. N0, OF LOTS: ~ MAX. NUMBER
34, Contractor (s to bring builds g p o o Q g ZONE: OF CHILDREN: 150
re orf for clarification of potential surcharge area. and Surve or for boundary data. P for reference only. Consult Profeaatonal L Y 35. Bounds information is shown a disturbed. The are fo be protected LL(; ry not to b Y TURES CATCH BASIN, DRAINAGE INIMUM BUILDING SETBACK: BUILDING AREA: ~ ql~ ~ f#1T1ER PIPE & JUNCTION BOX M
moved are T VEN ed to be re McKNIQH 6 Unless noted otherwise, all trees not mark FRONT: 30 EXISTING: N A
3 ' construction. e ui ment during a dame ed EET a e b that ma b S T R rom dam q P utilities g HAM a f 9 Y ex(stt Y AT ant or CH vein ~ 201 W SIDE: 15 PROPOSED: 6,105 PR0 SP11 ~p TEE, G.V. dt FlRE HYDRANT REAR: 20 TOTAL: 6,105
for shall be responsible for the ropair of any pa 37. The Contrac 11 utlan. 27 5 clse ca INA Exer ROL W/BLOCKING SIDE STREET: 3O
active Asa CA ctian base. TH onstru tr biddin NOR due to c HNn and ARY arm 9 P Ci occur to the sealed drawings during the~~p 9 ~
38. it is common for revisions to A roved for Construction certificate (in the En sneer of Record in the pp 00 aced b 9 10 and d he 68 ned Y oft ~ 4 si date (19 ans nd 9 r~ .A~ IJGNT 8" S.S. do MANHOLE MIN LOT FRONTAGE LOCATION: EX ®SETBACK. 75 CITY: KNIGHIDALE
result, only pl 9 nd if a licable, also bearing the signature a i nature and date over the seal) a PP roved Construction addition to the s g a rovin the plans, will be considered the App TEE & G.V. W/BLOCKING MIN. LOT S.F.; N A STREET ADDRESS: L
local overnment authority reviewing and pp 9 cted from Ions ~ o applicable 9 onstruction. Work either staked or constru P O p o 9 PROPO~D AREA SIT 1002 MULFORD CT. H
are to be used for c Drawings. These plans only "A roved for Construction certificate will be ~ DENOTES STOP SIGN LOCATION KNIGHTDALE, N.C. 27545 ~
" " or with the signature missing from the pp actin all stamped Preliminary actor shall be responsible for remediating and corn g The Contr E R struction. LD on a H COUNIY: _ WAKE ¦ DENO STREET NAME LOCATION STATE: NOR1H CAROLINA
le for s. N tab win R ra A ace tion D LE ed una onstruc N r C 9 W o side roved R c n P ense which may be at variance with the App CONa~iE o ; a
conflicts created by him, at his own exp setback re uirements with the building ' le to verif the minimum building q 14 sib 9 res on Y OX e B hall b P.0 PARKING INFO.: I 1 REQUIRED N0.
39. Building Contractors P office before construction. 2S ons 278 ins acts INA 3 D V ~~r EX. ELEC. lN1E PARKING SPACES: 39 a
landfill. ROL. tied A P _ rmi H Ci tee RT a sta N 0 f site in P IELD d of of ENF 40. All construction debris shall be dispose U t ATERSHED Ls W 9, .•'FESSI TYP. PARK SIZE: 8.5' x 16'
s onsible for sign permit and sign placement. 1. Owner to be rep 75 4 10 er. 445 'tn Devela (252) D ~ - OUND . Q ~ R; 37 R ~ ~~05 PRO. UNDER GR REGULA N
n of the to soil stockpile shall be coordinated wi P " Minimum bu 42. The locatio P 48", Minimum bury on Cable TV is to be 24 . ry ° SEA - HANDICAPPED: I
' 'mum bu on underground electric is to be 43. Mini ry „ L-ct!oi 1~.~.;r,-- 642 PERVIOUS AREA: 'VAN ACCESSIBLE" 2 N Y ~ 62.27 ° tVE11ANl>SA;sUJiUVw„n,~r: - TARP SEWER ~ 41 746 Sf. = o
hone is to be 36 . et at least 1.50 feet '!'IQp1+pCarSl'RUC`f IlVi[P'ROVEMENTS on Telep - -rode finished floor elevations shall be s AU'1'HORIZA atU,f4CM ss- EX ~ . J 01HER: N/A N '•.FNC E•.•' ~ . ~
Unless shown otherwise on the plans, all slab on g 'her the front or side of the lot, 44. 'on curb is defined as the curb located on sit the hi hest to of curb elevate ( ~ to assure ositive above 9 P ildin Contractors responsibellty to work P rAtTi ->weaeilet>l~rn~tlr6w~db~0lker~'! ~NE'. IMPERVIOUS AREA: '~i TOTAL: 39 p~! Y ~ . g 25 289 Sf, 37.739:
vet is he brat . On-site lot drainage is the Bu g n swales or surface whiche 9 ) throw h the use of diversio -W-- E%. WATER MAIN !4llllllltll ~?i„s ~ a o
and awa from the foundation of the building 9 drainage around Y Wsler>~MamlBxlleeo~ios: AREA DISTURBED 1.71 Ac. WAKE COUNTY PIN: 1754145585 3 Ri'lAI Drawlrlga
drainage. has below the finished floor elevation. Do not place __.__-.~.,o Ewsnac coNTDUR N Review Pur sea ONLY PQ I
' taln a minimum exterior grade drop of 8 inc rode elevation is raised gra~lewktCdbdion &~ioe. Prmit>!~- 45. Main uildin in such a way that the outside g v 0
dsca in fill a ainst the foundation of the b g Ian p 9 g d floor elevation. 0
' her than 8 inches below the finishe ~pp,~; Pasitir~~..I~eDsle: big 950 PROPOSED OONTOIIR w
]PAflT ll - AM~rioaedi0r ~ c.~cr i~~ IdIJ~` ~ ` ~ i~ U }
DESCRIPTION: BY: CAD: o x N0. Q DAIS
'n1'WPi RNI(;tICDAIE i TOWN COMMENTS P.W.S. M.G.Jr. W
lh~ nj 6-21-04 PROPOSED FlNISHED a
HY; • 950.00 Qg 04-21-05 DWQ COMMENTS P.W.S. M.G.Jr.
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o AL EN~IEERS
CIVR, ~IICIPAL A 8TRUCTUR N '1"AL 81RYIORB ,
. OOMl~R1fILN11V1 SNYNIOII~N E a
y~ ' the fo r. to e000ft~tllOC ""'^'-'o Q N
T~ i1~Y 9 cws of the Taern of ~ C
draws sod with the 3tmdaud poc~i
pH, egg" IW the 9badard Speaf+afas ahbe Ton d L ~ ' r 0
K exception *hubk bwe booppoom w dioto&I b- checbed and fband ID gpplic" to flit pry A I to the Town hoc bean proviM* b the Toss of N C
sod aid cooWdow are Itbowa an MMWA).._ Of dw" dip N
Kaighrdaie 7 U 0
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APPIAN CONSULTING ENGINEERS, P.A. U
841 South Wesleyan Blvd. Rocky Mount, N.C. 27804 SEAL Phone: [phone] '
Fax: [phone] Email: admin®appianengineers. com
World Wide Web: www.appionengineers.com

under his su ervision• No reproduction or other use is a other use is allowed without his permission. L L L L ~ ~ 7 7
f r a articular site or building improvement and remains the property of the Engineer for use p I I d
A. These drawings have been prepared as instruments of service o p c Co fight 2001 Appian Consulting Engineers, P. _ 1 , O ~ f ~ ~ PAVEMENT SECTIONS
Q pN" 'e~'v ~ sse ry'~~~ I Ir ~ I~ i r III III ; ~ tl- I ' ~ vi rri ui ui ~ ~ m 3 3 3 3
' l1 ~ / i~.f a a~ I ' ; ` III I N~~ _ qe- CONCRETE ~ a a a a
II ~ ~I I' I ~ - V 'I, ~ II r I I~ ~ ~ ~ ~ 4" 3,000 PSI S/W SECT. r' . ' AIR ENTRAINED
I o r ~ ~ / \ ' I I., o I II . ~w' ~ I III ` / ® 28 DAYS ~ ~ Y
t, ~I I / I I ~ ~ v I ~ r' II ' / / I i I I ~ I I~ ~ I ! III III ' ; % ~ ~ C NCRETE I w = ~ 0 o u ~ ~
I ti ~ I ~ r ~ I i ~ I I ,III . ~ III 1 II ,i / / ; ~~q// ; I , r ~ r ~ ` 2" SF9.5A LIGHT DUTY I I ' ~ ` ``r , f ~ PAVEMENT SECT. ~
II , I ' I ` ti i I Q u , a`7/ ~ ~I I I ~ II . ti~ I a~ III ~ ~ ~ /j _ ~ ~ a ~ a ~ o. ~ ~ ~ . ~r„~.~..~ ~ ~ F F F- F-
II II ; ICI ~ Q~, ~ I 1 Il h ~Ae ter s. Sze / ~ ~ u/ s ~ ~ ~ I II, , 1111 1. 1 ~ ~ ~ / ~ s j ~ I I; i' r ~ I ~ ~f I I ~ I Use: US Postal Service / ~ \ G N ~ "a t ~ i „ ~ Z~ W W W
~ TA 10+00.00 ` „ ~ _ ~ ~ ~ ~ a o 0 0 ~
III III ~ ~ ` III ~ ° Zone. ' .o ~ ~ ~ I I r , g' t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ I I I I I I I , n`7 ~ ~I` ~ ~ f/ `o t fi 7.14 ~ ~ - ~ v ~ v° i ~ r ` HEAVY DUTY I/I, i ~ r ~ 3" SF9.5A PAVEMENT SECT. - w ~ ~ w ~ f,„ ,
I II ~ ~ ~ I~~ r r I I b~ - / a// i ~ ~ I , I I I 1 I ~ t , r ~ ~ wJ~/ / ~ - 1 ~ ~ ~ r ~ ~ ,.Y ~ y'. " ~ , o O p v o ~ 1- a 8 CABC ..............r ~ ~ ~ 3
I ~~I 3 I I ~ ~ 'tii~ ~ ~ I 0%/ / 0~ ~j ~ I 7` (Y
I W , ~ ti~ r , I ~I ~ 9+18.2 ~ ~ ~ , r , ~ / STA , ' ~ , \ ' ~ ~ r a a
I ~ I ~ `,`I6h~ ` - ' / / I ~I "ss ~ 111 EX. TC 285.98 1 , • , r / I I / / k• ~ ~ ~ ' ' Norman L. Parker, ETAL "
I 3 \ I a0 , ti9 ti°'~. / ( A 4 - - ~ - T . - ~ STA' 9+39.13 , r ~ i j r i Use: Vacant ~ ~
1 / \v h 6 1 / ~ - .L:'' - - - - - - ~ ~ T ' 286'26 STA 9+7,2.83 72.83 ~ 5 1 Zone: OP \ ~ ~ ~ ~ ~ ~ i~ ~ N 4 1801 O 7 DB 0940 , pg O ° ° ° o
0~' ~ - i > , 416 , i' TC 286.7 r Z Z I I I I ' N ~ a o ~ ~ ~
I r A , M1 ~ - - i ~ ~ ~4 't' i~ ~ - n f ' i v ~ -I- ~ 1 n 2 ~ A\ _ ~ ~ 'SAW CUT EMOVE EX. \ ~ ~ a ; ' a a o I I M~ N O O
_ ~ T , ~ ~ ~ . _ _ -,v : , ~ ~ ~ ASPHALT do CdcG AND ~ - C/L 5TA 10+00.,00 it I II ul r` ' - - - - - ~ \ - _ = ~ i REPLACE USING PROPOSED ~ ~ ELEV. 286.72 E00.,00 ~ i A 10+37.50 ~ ~ ~ I T 287.70 QF
I ' , ~ ~ - - - - - - - ' I SHOTS & PROFlLES n , SSA 9+43.82 ~ i 'I 3 , ex c6 1A ' ex. JO' ckg + gr mo a TO 286.33 ' ' ~ \ ` .144.79' ~ ~ ' SO'38'2aE _ a N d
i - I ex, wa --W m ' g' i ~ I " i top 284.19 i„ ze & dep ~ i iv ~ ' I I ~ I I my f/I 281.50 ~ ~8 a~ _ ~~rl`'. obon, e' ,~9 ~ ' 1! n ~ _ O
'I I ~ 50' PUBLIC RAW (~enty for - _ h ' ~ ti
~ ~ , ~ _-----------~=s---f- CAUTION ! ° A 9+ .87 I I' t• ~ o - _ \ ~ UG. POWER do UTILITIES T 286.3631, ~ ~ - ~ 293
~ 1 IN THIS AREA. FlELD ~,a' 1 I Ex W.V. t x cb f _ -`'"i ~ ^PRO 4' CONC. CONE-CALL x. Jo" g ' ~ II ~ ' 1 e VERIFY W/N e 9 ~ a o ~ - _ 29 - / / ~ , Nll3g,i .
'V= i- ~ \ li 1 a ~1. _ top 284.28 _ i I sa'' - VALLEY GUTTER - ~ - - - - - - - - - - I i i II I ~ 't ,r hrf 28f.39 r 1 N _
~e - :i•.•: STA 10+ .00 t 't. ~-y"= ~ - - - - ; = = - - S' .r, aZ ~ t STA 9+43.54 ~ ~i STA 10+00.00 }
I `,~I ~ - - - - - STA 9+18.25 _ . - ' TC 287.14, TC 287.14,
I I - - ''1• , ~ ~rs- - MATCH EX CURB 5-.~-.- I \ I ~ t - - - TC 2 .35t Np•3g'2'W 35.88' I , STA 9+99.Q0 n~ 1 6 mow'" ' NO'38'2'W 3~~~IAtJ ,284:4 .._.c~`_~r_-__ ..STA 9+99. ?p• - / Q3 291 ' / ~
,,~r ~ ' TC 287.131, 1 , I-' i ~ >lr' -~.NfT3~2'~I 1Yj9.11 286~;,,F-,.~, TC 287.131. ~ YARD INLET 3 ------z9o-..__-...__ Box 4'-o"x4-o" INFERS P.A.
1 I I I .266.'TC• 85.fi9 ~ . .i;+:;. / ' }y p°a\ , r _ TC 285.98 _ ES?~"( w ~''1a~::•~;.:: ~ / ~ 17 CONSULTING ENG , o, - TOP 293.
,I F' 35\. I r r' , ------287._ _ ~~~,p1ST. ~ ~q•1T OfS s",, , , ` ti~ _ ~ ~ y INV uP 292.00 CIVIL, MUNICIPAL &
a \ ----2?~, 216 LF 24" RCP 02.26x / ~ i~ INV 24" OUT 287.73 STRUCTURAL ENGINEERS , 0 • ~ DETAIL 5.01 COMPREHENSIVE ~ ~
I ' I~ I 3 / ~ti 0~' ~ II ~ / ~ '?ea. 0 288 ~ TC 287.92 ~ N ' • ~ • : tG.296.47 p oc , TC 287.92 ti ,q// ' ~ n, . ~ ~ ENVIRONMENTAL SERVICES i ~ ~JP ~h'~' i~~ ~ /
. . v I ~ ~ N 1• ry I w rv h .20 2ri. _ ---------r.Ni-".-. ~ _ ~ (1 ' ; . ; . ; ' . I \ 1 t I 1 i , , FL 287 -~~w-. ~ . ~ i I I , r I ~ ' I I > I I I ~ 297.20 - - . h e~Pt;` ~ -ROCKY MOUNT: -
I I 1 _ _ _ 1 ~ 1 ~ ~ ,T I r I ~ 1 r ! n---*-?---- , TC 287.70 TC•266. 3 - `~e~% , 841 SOUTH WESLEYAN BLVD. s~; EsM r, 290 ~ ROCKY MOUNT, N.C. 27804
. . II Ix '.q ~ I TC287.70 ti8 ~ ; ~ 5T, I w I I I I , . 1 r r ~ i 267 ` • TG •Z87.A6 • TC 286.89 , , ~ ti~ ` . ' ' ~ : • ~ SDI
` G ' FC'286:39' ~ Z u 1 II ` ~ ~ i i ....i...., '-289-! - ~ _ ;r/ % PHONE: [phone] ~2sy • ~ -PLAY AREA • ;Q X• 252 972-7638
J 4 I~ ~ II ( tits' 7.2z - . 1 ~ I Q,1 ~ , ~ ~ TC 287.05. • : TC 28 S . ' . ~ • ; • , • T r 11,250+ SF. i, ~ r ~ ~ 201 LF IrcH m 1, ox -WORLD WIDE WEB: -
y i I ~ \Q , , ,fir ,•n TC 286.95 : ~ II ~ I II I ~ qM1 ~ yt. y I , ~ FL 286.72 • ~ _ , , 1~+~ r 1 www.a ianengineers.com ~ ~ . r PP
1 10°' ~ a 0 ~ I f^tJ+r I o ~ _ h s E ~ I ~ III a6 16a ~ ~ I 1~.~\S~' : ' ~ f~ T~ 286:90 •286; 6 • . ~R • ' ~ ~ ~ ~ ~ ' a ianen ineers.com .;~;~~o admm® pp g -'188•_---•~-----' ~ ~
h o m t ~ t ~ 114 t , 1: ' r TC 286.85 vp • P . Qua ~ IY , I~l~ 1 ~ 266 q~ ,.'t,~ale` / ` ~ 1
. y b o: 4 1 I 1 , tl II II I W I 4f• . : Y : ~ ~i9 ':":1' E ~ , ll 1 111 1 1. p~ , 1., ~ TC:~86:9~ ~ ti.•.;:::..a':1'~~~~~~ ~ ~ 'o •oO / Z. i ,
°r°° b1 1 t,, t . S 289 i~ '
o o ~ 1~ a` 1 ~1 1 1 1', , ~ 1 + i ~ • TC•280:I5 • 'L • :.P _ _ - -zap-_ _ l i ~~'S ~ ~•'i
e v t , 1 ~ 1 1, s t t ~ 21 }LlArl.6 : • : ~ ~ • '2 ~ 0°~ 4 TC 285,71 ; ~ PER: DEiAiC P ? • : • ti 1 a a , 1 ~ ' ~ ` ~ t TO 285.50 9, . • r . . ~ 9 / 0°~' e7 . ~ ~ ,
r ` 1 a 1 1 , 1, , II t TC 28 ,50 7093 • dj : ~ • .al. F • ~ ti ~
Y t`~ ` 1 1 ~ 1 Q, 1 ~ti • , \ i i TC 285.25 : ~ ~ . ~ : ~ : ~ : ~ -
t ~ ,11 ~ 1 A~ 9 w ~ \ \ TC 285. ~ 1 - . ~ t , . \ d ? TC' 28530: • . , , 0°''
, 111 n 1 ~ • s ~ : ~ •,'2 ~ c • ~ , ~ 111 ~ ~ N` ~2`, ~ ` ~ 9, 284.60 ,v•: o ~
1 ~ 1 1 1 \ , 9 , t 1 \ 284 283.95 ~ 4.10 ' . ry • . ,~,'b 1" ~ ~ ~1p,, 1~ •rn.; .•P' / 1, --2815 - to DI ' , SS ~
111 1 \ 1 , t o ~ ~ CAUTION ! , 1 1 ~ , I t N . . . ~ . N•. ty ',G• ~r'~
UG. POWER de UTILITI S 1 ~ o' 2 IN THIS AREA. FlELD, t ~ 1 ~ 1 `,1~` „ , ~ Yts ~ ~ , / +r:''• : to De Rec .e with / q , ~ i , 8421
VER FY W/NC ONE-CA~,L 11 1 , 1 \ 1 ~ t ~ i TC 244.40 _ _ ~ any 1~~+50 ti parcel i i k. ,
1 r ~
h : / . •289 , ; , ~ ~i~
JUNCTION 8 X 8A 1 ti ' ` ` \ ~ y \ v . ~ ~ ~ ` ~ , ,-rte-- BOX 3'-0 xl3'-0 1 \ ~ ~ \ ~ I \ i' 0 RILE \ a~ ~ 9 . ~ ~ / \ ~r ~ 1 1 ~ ~ /1411 ?1 ~t ~ r ' `x' / ~ / ~ r r ~ ~ ~ v ~ ~ 1111 ~ ~ ~ 1 r m ~ ~ i
, . , 1 1 ~@ - ~ \ ~t 1 , `t ~ / BOX 3~-0~ x 3-0" t~ I TOP 260.001 t \ \ ~ ; \ 1 't ~ f ry - , .7~ t ' ,v ` \ ~ r TOP 284?87 -287-_ s. / : ~t , INV IN 277 , I ~ m ~ '3' - y ~ , , / i ~ ~i ~ 1 r ~ N
x V LIP 2 .50 • . J1 • • : 'Y S _ ` ' INY OUT 276.6 6 I N ~ / ~ k ~ \ w ~ U 278.67 ~ ~ f6-,~ ' 7 ?tp Purpose . / . ~ ~ Renew s ONLY
a~ ~ DETAIL 705.081 i 1 0 1 ~1 a \ I!~'• I}IV 0 T ' i 1 'St ~ , a> s 1 d © \ o b 0 ~ ` ~\~1 \ \ n 1 11', N , ~ \ . 1 AIL 5.01 h -r-r= $ \ - : g ,
\ ` ~ REP CE t ~ t N •t - • ~ .a ~ F ~ REMOVE ® Lid W ~ \ ~ 1 SLDPE ~J . ----a-- - ~ ~ ,p~ . S f ' , -
, 1Q`,LF SIDEWA , ~ , , ~p ~6 9 ~ ~ \ ' ~ ~ ry , • w_ t $ ~iJ' y t \ \ 4" THICK 3,000 SI ® I \11 ~ 2~8 ~k.2 \ . , ~ ~ \ • ~ \ do ~e ~ tt ~ . ,r. 4• o ~ 5' . X1,1. ' , i / ' - ~ ~ r t~ , ~ i 1
' \ DRYS CONCR TE t ~ 'a,\ , teP ~ , BIOR.'FNTIp! AREA ~ _ ~ . ,e•~ • 0 , v ,i ~ , \ 'x58' S.F. \ - g cP 1.' . ~ • , , ~ \\~SS ~ , t~ / cn \ \ t' 1 29 ) 1~ \ - b5 r ~ ,~d . ' ~
~ ' I / \ ~ ~ ~ j• DETARf FdU: _ 01 , ' \ ,1 t I \ \ e~/ / ~ d \ \ ~ , .t ~ '1I011CONSTUCfi ~ , ~ -.r/P,~,~ ; ~ Y~tD MET 2 \ , ~ - i
, y \ ~ . \ , . es.75 ~ ' \ \ INV. 2 1 ~ .,>k 1 0s , A ~ t , 40 ~h ` \ o \ V t~ t. ? ,J r 0 / ~ 4'-0"x4'-0" rf. ' ~ BOX p ~ ' ti ' TOP 289.05 ~
/ ~ N \ 'F. r J 283 5 _ I i ' ti / 9 INV UP 267.88 1f a5/r/` ` Q1. /i~ e~• 47 LF INV 24~ IN 282.86
~c v v / fop 178.6'8 \ \ \ ~ v f1 \ r 'h ~rr 284 ~ \ ~ ` : i .':r: ,p . 2~ a A 1,,. . „ e'er, ~ , , ~ , 1/ / \ A ~ \ r,_ - - i 24" RCP INV 24 OUT 282.76
0 2.38x DETAL 5.01 / - ~ . ~ ~ ~ ~ ,'y~
, vl~ 3 A J• 9• a op 5~' ~ ~ 41 LF DITCH 0 200x i'~a / , ' , 287.05 ~f ' ~1/ / ,
r, , ` I' ~ ~ \ ` A ~ \ ~ 20 LF LEVEL SPREADER 1~ 1~ . , . \ 1 ~ \ \ ~ 1 PRIVATE AINAGE ~ ~ 6 1~ ~ ~ by / 280.55 ~ ~ ~ ® ~q'` ~ `
~ I, \ ~ \ \ \ / r------ 0-ELEk183.5 W 20, i r ~ PRO INV. 281.22 ~ ~ ~ ~f ;
~ ` ~ ~ ~ ~ ~ \ a y ~ \ . DRAINAGE EASEM ' ~ ~o~ " ~ ~ ~r 13 Lf 30 RCP 02.38% « ay 4 ~
\ \ ( 1 \ \ ~ lr \ \ ; Ix. eon Wer 9eIY1Ce `-N~ . ',i . ' ' ' % ryb / , ~ t , , ~ V O. ~ ~ A ~ Q •22'29"W 58• Qz2 ~ 2~/ / . ag- hvf/1Za1:95 L ~ ~
, , , ~ , \ v .1 N3 4 S / i ® YARD INLET 1 \ T 2.69x BOX 4'-0"x4'-0" ~
EN I` ~ G \ \ \ I~SS\~ ~ ee---%~ "6 ! - - -'-Z'9---~1~' ~S:YSLOPE'-.~_. S . ~ k' 65 LF DI' LINES TAK \ ~ \ \ 'S ~ ' EXISTING PROPERTY ~ ~ \ \ ~ ~ A \ ~ b 'a m \ .Ap m m u' SEE EROSION PLAN / 65 LF DITCH 0 TOP 288.80 ® `°r, o INV UP 287.43 ~ a
MAY 14, 2001 BY: , ~ ~ 1A' ~ R ,l ~ / AP DATED ~ ~ ~ 4 _ - ~ • 0 FROM M , , \ , i \ / \ \ , ~ . R. DOLEZSAR ~ ~ ' ~ , I C~ ~ ~ ~ DAVID , A , ~ `V~\ 19• \ tq ' r ~ ~~1 5~~\ \ 1? INV 24' 81 281.64 ~
ROFESSIONAL LAND SURVEYOR ' 4' ® - ~ 2 - ~ r ~ 0~, / \ '1~ INV 24" OUT 281.54 ~ ~ DETAIL 5.01 ~ a
AGLE TRACE DRIVE ~ \ ~ ~ \ ~,r ~'\q ~ z;a----_A ti 5217E ~ , , F ~ v I , I ,~N; i • rn , , A q,. I RALEIGH, NORTH CAROl1NA , ~ i ~I, ~ -
. i ~ [phone] (PHONE) \ i ~M1~ n ~ ~ \'a ~ \ ~~-t~i~ 1 ' ti / I , , , ~ \ I t0. ••1 I I I 1'"- - , N ' i / ~ r \ ~ 919) 212-2424 (FAX) ~ . ~ ~ ~ 1 N \ , \ \ , 1 .t t. I , ~ I t' N ~ ~ m ~ ~ r ~ ; ~ o
~ I ~ fir, ` 4- ` \ t^ . , 1~S%~----~- ` I ' , 6 / . \ ~ I ~ r7 9~ I
BEFORE o~`~\ ~ \ \ ` ~ ~ ' r JlEGRADE FROM PRO. FES TO E i FES TO EX. ~ N 0
YOU DIG ~3:;~ ~ ~ ~ ~ i~ ,,,.,.-,--%nK 42_'hr' 06,= - - ~ . / ~ ~ - - _ T72 _ DITCH. MATCH EX. F/L ELEVATION ~ . ~ ~ 1 ~ . - ~ i. - _ - a---_.-- I r/L ELEVATION ~ ° N
CALL TOLL FREE , - ` ~ _ ; _ _ - t-800- ` _ex• a2'rcp- _ _ -,1 \ ,'"y'_--- - ~ )g 2:t MAX SLOPE.
632-4949 ~ r , r(i. \ , A ~ - V A\ , ~ ~;o a'• 276 ' ~ ~ ' ' r /E)fIEND EX 36" BY 8'. REMOVE a
NORTH ~ `i ; ! ~ ~ ~ \ \,crl? ~ \ }h Q° .277 I `J / 8 REPLACE EX. FES. REUSE EX UTION DURING REGRADING OPERATION. ° CONTRACTOR TO TAKE CA
CAROLINA ~ ` If gill ~4 ~ \ 9i~a ~yt' STREAM IMPACT S-i ~ ~P i I i I / ~ i \ + s r /cQ FES IF IN GOOD CONDITION. - ALL inv. 24' /es 272.8 . ,'r , lil ~ \\tii \ ~1 °yo° INST(Jl OUTLTiT PROTECTiOR ' 2 r ' J / t FES 27535 I ONE C ,rl~ p1i \ \ ~ ~ 9 b~EES X 28 79..__ r i /'l EX. MV D GRADING LOCATED WITHIN NEUSE BUFFERS. DWQ HAS PROPOSE
, I i n b AS SHOWN c - ' ~ , , CENTER t0 / I b ~0,, \ o' ,y~6 t , ; ` , ~ ''1° PRO RIV FES OUT 274.13 ~ • ~ ~ / , ti ~ , a. , LONG >?,29' WIDE. USE-, m , OTIFIED AND PERMIT APPLICATION SUBMITTED. DO NOT ~ N BEEN N R TO ~1• MORE TH SHOWN ON IT. CONTRACTO
I , , ` ~ \t , CLASS I'RI~ RAP (Do=22 ~ ~ r rr , , / u uses onl and ~ ~ ' ~ \ \ ~ - $1 ~ / / ISTURB G °
re for biddin rp Y ~ \ \ . MIN. AT DEPTH = 36' ~ . ` ~ 2 / ~ These plans a 9 P s .oe , \ ~ - ~ . ~ a $2 ~ / used as Construction drawing too 279 , , n3 \ \ \ , z _ / OF PERMIT IS IN HAND PRIOR TO BEGINNIN ~ o ENSURE COPY W CONSTRUCTION ~
are not to be Inv !/1373.08\ , ~ , , ~ - ? ~ / ved for \ 1 / s a ro \ ~ - a ated ~ , unless initialed and d PP ; \ ; \ - ~ ~ U
the En sneer. , ~ \ \ ; 8~ Construction below by 9 „ \ ~ , \ ' \ ~ \ -,~'"'"'~2 ~ ~ / } Q ' O
Approved for Construction: \ ~ ~ ,i _ Q~, \ ~ \ . y,- I w
Date: \ 6~ ~ ~ t , \ , • - ~ ~ ~o. rap 2e~44 BOX 3'-0 x 3-0 - , ~
t` ~ `a\ ~ \ t , \ ~ h` i / fnv f/1 279.02 ~
p~p~ry u^IIIAI ex cb ~ \ \ h~ ~ , i 6'` _ Cfllf 1 ION S~N~~I`1 top 279.08 4- 'l ~ r I ~ ~ / j BOUNDARY DES \ , \ ~ , q / , McKnight office center I INV UP 283.50 ~ ~ ~ ___.~___I INV OU~27 . ELEV .283_62 Z
\ \ r1 Inv f 374.58 \ \ 'V I \ ~ \ ~ ~ \ ~ ' ' r e: T icol Office _ RECORDATION. ~ \ \ ~ Is ~ _ L 263.50 V. 263.52 ` °o
IS NOT FOR ~ \ \ \ \ \ \ _ \ \ ' i , I r \ Zone: OP 285 TOP BERM ELEV. 284.00 • V k A i~\ r A \ 481 119J ELEV. 284.00 100 YR. ELE Y $pK1WAY ELEV. 283.75 _ °
N \ \ r~ ~ ~ ~ V i i ' i V DB 08 ~ P9 URGENCY SPIl1WAY ELEV. Knightdale Apartments, LLC` \ \ , ' nhouse A artments I ` 1 \ \ ' \ \ ` - i i ' ~ ~ E
~~N~ use: Tow P ~ \1. \ ~ ~ I , \ \ JUNCTION BOX 8A Ci~ \ \ , • RE ~ ~tvv , v are believed to be a correct Zone: RMT I ~ q ~ r,' \ \ , ~ ~ ~ \ ___--.~-.~.~-,r-3'-o- 1NCTION BOX 8A" ` ~(-'.~-0'-x-3'~-0 - - N
These drawings DB 08193, pg 1665 ~ \ \ ~ r ~ \ entatlon of actual field conditions but ~ TOP ~ 280.001 .---~-E[.~7....~1.~ y 19~P37T.77'-- 5
are not warranted as such. ~ ` \ t~,-\\ \ - ~ ; 111 E IY DUT 78.2a s ~ ETAL 706.00 S
1 \ h ~ \ l \ ~ \ \ ~ I l l 28® DETAL 708.00 ~ \ , ~ I li - _ tN ni T` _ CJ T
9 : Date: \ ' \ 't \ l~l Y V \ \ ~5--- _ III r ~ ~
_ I I ~ ~ ~ o
These drawings do not contain the requlremenls for 0 \ , ,~~h ~ , p~ / e the sole % \ \ ti \ I , / 'i ' shall b \ 11 ~ S ~ o
ob safe AI? revisions for safety ~ \ ~ \ \ @~ a,ye _:::.=~TM~'r--- responsibllity of the cant - N ?r _ . _ _ _ ~ d M N E - - 275 ~ W ' , .~I I N Yea ~
/ \ ~ \ T r 275 d~a~N m
EXI3TIN(~ CONDITION3~ le for reviewin all \ h ~ ~ _ - _ N ~ rn -
The contractor shall be responstb r-+~_~ ,,,,.,a91,,,,~ ~ \ ` ~ ; \ /
existing job conditions Any aaverse am- 11y ' REVIEW BY THE TOW
affecting work shown on these drawings shall NGINE _ L
brought to the attention of the engineer for possible KNIGHTDA CONSU clarification or reconciliation. htdole b
design has been reviewed for the Town of Knig Y This d ~ ry
ADA AND LEGAL pOCLAJMER the undersigned-consulting engineer of the Town of 270 s , it and belief. ~ 0
represented to comply with all Knightdale, and to the best of my knowledge = In the Standard This document nt is is not E-D-0000 0 EE
requirements contained in the ADA or other laws. conforms to the roquirements established z are not licensed to interpret laws or give scalE. 20' Specifications of the Town of Kntghtdale. 2 2 70 80
~ u 20 ~0 5D so ~o ti Engineers \ advice concerning laws, the owner should have this
his attorney to determine It Ex. F,H so Date. document reviewed by
legal compliance. By:

_ . _
© Copyright 2001 Appian Consulting Engineers, P.A. These drawings have been prepared os instruments of service for a particular site ar building improvement and remains the property of the En ineer for use under his su ervision. Na re r u i
9 p pod ct on or other use is al other use is allowed without his permission
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CONSULTING ENGINEERS, P.A.
CI IL, MUNICIPAL & SEE LANDSCAPING STRUCTURA
PLAN FOR L ENGINEERS
PLANTING LIST COMPREHENSIVE ~ ~ ENVIRONMENTAL SERVICES ~'trt~ ~
' ~ ® v . ,x~: • a, ~ ~ ~ -ROCKY MOUNT: -
~ 841 SOUTH W ;~~r ~ ESLEYAN BLVD.
ax, ~ " ROCKY MOUNT, N,C. 27804 S.
58' , BIORETENTION PHONE. [phone] i ~ +8 AREA LIMIT fAX: [phone]
rf " ® ( ) 638
~ ~ SEE LANDSCAPING ..:~~r wORLp wIDE wEB: - . GROUND COVER OR ' r PLAN FOR
~ ?-MULCH LAYER--~ PLANTING LIST www.appianengineers.com admin~appianengineers,com
J' W W W •V •Y W W y y W ~-Gf~ASS WBUFF~R ~ W W W EDGE OF PAVEMENT
•Y W W •Y .Y W J• .V •Y
y ~.r,. ';6:.. . r.
..tit"'"~ N .4'~^~,.
SHEET FLOW
~ PLAN VIE . • • o ti' . ,
SEAL
8421
BIORETENTION AREA ''.f R•~• ,~B .•NGINEF,,. ~Qu`.
e y L . JO
''~~unma?`' .Z•S~ o~
Final Dra ~
0 SEE LANDSCAPING R@Vi@W Plll"pp$@$ (~i1~i,.Y PLAN FOR
PLANTING LIST a a
w_ Z~ U
QD GROUND COVER OR
MULCH LAYER ~j
PRO YARD INLET Q
OUTLET ELEY 283.50 Qg MAX. PONDEO WATER `d ~ ~ 1 YR. 24 HWR STORM (7tASS BUFFER
DEPTH (6 INCHES) ° Q .183.62 LIMITS OF PAVEMENT TOP BERMI ELEV. 284.00
EMERGENCY SPBL.WAY 100 YR. ELEV. 2 SHEET FLOW
ELEV. 283.75 83.52 f•~
3 1 ~ _ - ~=--r~
EXISTING PROPERTY LINES TAKEN FROM MAP DATED MAY 14, 2001 BY; - I I_I i I- ~ r= ~T=1 - I I-III-I I
DAVID R. DOLEZSAR PROFESSIONAL LAND SURVEYOR ~ %j i ~r; - I_~ITI!i-III-~~1=~-~I ~ , , ~ 10 YR. ELEV. 283.41 11 - II ? "~~~VA/ ;:-.~T\~VA;~. I-III=11~ II
5217 EAGLE 1RACE DRIVE 1~1= \~~~~;C.;~<;/<~~\//\~~'/~`f'!~~/~ BOT ELEV. 283.00 ~-III=_III 1~ ~
RALEIGH, NORTH CAROLINA [phone] (PHONE) III. - Ill ` r I I ~ PLANTING SOIL ~~'%j \//\r~~ j\-,;::: .n
[phone] (FAX)
III ~ ~ % ~ %~//j~//~~~•~ i I
BEFORE =111-~' ~.-A .A~ \ \ \,~A.>V':;A~ VA, ~ - - - - _ a
YOU DIG ° CALL TOLL FREE III-i I I-I I I~ I II=I I I~ I I I I=1 I H I I I I~ 11= _I I I-I I I~ I I y I~ i I I I= I~ IN-SITU MATERIAL M
t-B00- „ROp 'll~l I.11_I--~III~II~IL-'' N
632-4949 NORTH -1 I ~ 1I- I~ N
CAROLINA _ I N
ONE-CALL CENTER SECTION A-A ° ° N
` N
These plans are for bidding purposes only and O
are not to be used as Construction drawings ~ 3
unless initialed and dated as approved for Construction below by the Engineer. U
NOT TO SCALE ` REV. 04-05-2004 i a
Approved for Construction: 0 n o
Date: 0 w
o: ~ U
BOUNDARY DESCRIPTION SHOWN
IS NOT FOR RECORDATION. 0 w
J a 0
RECORD DRAWING
These drawings are believed to be a correct z i
raprasentation of actual field conditions but are not warranted as such, a
0
By: Date: ~ 1~ ~ Y
CONSTRUCTION SAFETY These drawings do not contain the requirements for C
Job safety. Ail provisions for safety shall be the sole E 7 U
responsibility of the contractor. 0 Q O
EXISTING CONDmoNS. U Q ~ %
The contractor shall be responsible for reviewing all ~ o Ow ~d. o
existingg job conditions. Any adverse existing conditions affectin work shown o s r g n th• e d swings shall bs REVIEW BY THE TOWN OF 5~ dQ 0
brought to the attention of the engineer for passible KNIGHTDALE CONSULTING ENGINEERS ~4 .M•-N .E
N~wd~ ~ ~
MIYf II It:YIIVII VI IOl:V11li IIlY IIV fI. in 3:
This design has been reviewed for the Town of Knightdale by Q
ADA AND LEGAL DISCLAJIER the undersigned-consulting engineer of the Town of rnT? W Vl t~ cn
This document is not represented to comply with all Knightdale, and to the best of my knowledge and belief, it requirements contained in the ADA or other laws. conforms to the requirements established in the Standard X jzZ W o C) < c
Engineers are not licensed to interpret laws or give Specifications of the Town of Knightdale. rn CYO_ o < UCL U m
advice concerning laws, the owner should have this document reviewed by his attorney to determine c O1 98-000 c
legal compliance. By: Date: E
D-0000 0 0
CE-2

© Copyright 2001 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduct
No reproduction or other use is ollowed without his permission.
GENERAL NOTES
1. Location and topographical information was taken from an actual field survey performed by Appian Consulting
Engineers, PA dated March 1, 2004. Reference Datum is MSL.
2. Storm drainage pipe if shown, is to be Class III reinforced concrete meeting ASTM C-76, latest revision. I
3. All materials, construction, workmanship shall meet the Town of Knightdale Standard Specifications and Design.
4. Contractor to refer to Geotechnical report for guidance in sitework, if available.
5. All concrete is to be minimum 3000 psi at 28 days, air entrained except dumpster pad to be 4500 psi, unless otherwise noted on the plans. 0
6~ All sign®, pav®m®nt markings, and other traffic c®ntrol davicea shall c©nform t0 th® Manual on Uniform Traffic 0 i
Control Devices, latest edition as amended, and are the Contractor's res onsibilit . d~ 0
P Y 7. The Contractor shall be responsible for all work zone traffic control in or adjacent to NCDOT or Town z
right-of-way. All methods shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) and NCDOT
standards.
8. Contractor shall saw-cut to provide smooth transition at tie-in to existing edge of pavement where applicable.
9. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued b AGC of America, Inc., and the Safes and Health Re ulations for Construction issued b the U.S. De artment of J U
Y Y 9 Y P Labor. Q
10. Existing utility locations shown, if any, are approximate and shall be verified in the field prior to beginning W
work. Contractor shall contact NC One Call Center at 1-800-632-4949 for locations of existin utilities rior to 9 P Q }
beginning construction. Q O
11. All disturbed areas shall be landscaped and seeded within 15 days of completion of construction. W J
12. On waterlines, "Megalug" joint restraints may be used in lieu of concrete blocking at fittings normally required Q
to have concrete blocking. Verify acceptability with Municipality before employing for approval. 13. Regulatory signs (i.e. STOP, etc.) and street name signs shall be manufactured from high intensity reflective F-
materials. Street name markers shall be provided per local municipality or NCDOT requirements. Z
14. Lot dimensions shown are approximate. Y D
15. When clearing right-af-way or easements, watch for tall young slender unbraced pine trees that could fall into
the right-of-way after construction is complete. Bring to the attention of Engineer for resolution during clearing
operation. ®C~C~~~ ~~~C~ o M40~~~~1 p~Q~l
16. Any relocation of existing electrical facilities will be at the developer's expense. ®C~f~~~ C~G°~aD0~1®~ ~5~©G°~~] DQQ~~1Q C pL~Q~ C~
17. All fire hydrants shall be set to height per local municipality. Adjusting fire hydrants to grade is considered incidental to the cost of the fire hydrant. ° e o 0° ^0 ~ a o e° p ° ° C~C~ ~Q D~OG3L~~C~l~4u0~, Q~ pQa~~~l pC G3~~ilC`~C~G~ C~
18. Property is NOT located in a FEMA mapped flood area or Flood Hazard zone. The flood insurance rate map for
the area is 37183C0388E. C~L~~~3 QC~~Q~~l~~1C~ ~aL~~ G°~G°~O~~f~C o Df~~'QO~~
19. Owner is responsible for determination or discovery of existing underground storage tanks (UST), septic tanks, ° oe e p e o o e CSC ~ dQaD~~ap~~1C~ pL~Q~I d
abandoned utility lines, graves or cemeteries that may exist on the site. ®C~C~~Q~ C~G~0~~0~] ~ ~C~DOMC~~]4Q4~0~ C~~~l~'G°~Od pC~Q~ ~G°~aQ~C~
20. Contractor shall exercise extreme caution when working under, around, and/or adjacent to existing power lines.
21. sitework handicap signage, surfaces, grades, pavement markings, etc., to comply with ADA requirements. 22. Contractor will be responsible for providing all pavement markings in his bid. All lines are to be 4" white ® C~C~~g LG°~0~~0~1 0 ~[~DD~i1C~]4Q4~0~~ C~~[~TG30L~ pL~Q~I ~p~Q~C~
unless otherwise noted. 8 ~o °0 0 0.~ °0 D e o 0 ~ CSC C~ GG~O~~Oa C~O~ ,~G~OL~ DC~TQOL~~ `~C ~ 0 ~
23. Site Contractor is to assume responsibility for all water and sewer utilities from a point 5' outside of building to C~C~~I CG°d0~~0~1 ~0~1~'G30L~ D[~TQOC~~
point of public connection. C~C~ o C~Ob~4G°3MC~~0[~ a0`~C~~
24. All site plumbing is to meet the NC State Building Code Volume II, Plumbing. , °
25. Do not pour any concrete before forms are inspected and approved by the project engineer and the Town ~ ~~f;~.<<_ ; 9 ~S ~ i inspector. Failure to do so may constitute removal of work performed at Contractors cost until made satisfactory . - r~•,~re4 i ~ i C~C~~ ~U4C~ C~0~1~`~G°~MC~`~~0[~ DC~~'Q~~~
b the En inset and the Town of Knightdale. t;,,•, 0 e 0 • 0 D a ~0 ~Q~~~~~Q~~O~~ r~i 0 DC~'Q~L~~
Y 9 ~ ~ 26. Site disturbance is more than 1 acre therefore an erosion control permit has been applied for. No work shall CSC°fl~] ~O~C~CC~~~Q[~GOM~ C~O~1~~G°3 o ~l ©C~~Q~~~ MCA 0
begin on site until an approved copy of the erosion control permit has been obtained from the review agency. All
additional erosion control items that are installed that are not shown on the plans, shall be approved by the local ~C~~~~ ~O~b Old a[~~~a~'DaL~L~ ~~Q~IDaG°~D DL`~Q~L~
ee fore installin in order to a rove for a mans. Items not a roved will be installe ~ agency or the Engin r be g pp p y pp d at CSC°~~3 40~a Old a[~~~a~'DLaL~C~ ~'a[~DaG°~D DC~~Q~ ~ D d~
the Contractors expense. raa~i~ , . C~C~°~4 40~a O(~ aM~C~1~4D~aL~~ ~TQ~]DaG°~D DC~~Q~C~
27. Provide handfca ram s as shown on Ions. , P P P 28. Contractor shall watch for any potential upgrade depressions adjacent to and behind proposed curb. Should any ~ j n C~C~~~g 40~~1 Ofd G~~I~C~[~4DaL~C~ ~TaMDaG°~D D a
be detected, fill to provide positive surface drainage over top of curb. wa ' ~ + sr ~ DI~~Q~L~~
29. Electric ower is to be laced underground, and shall be installed, if possible, before curb, pavement, and a P P SITE - C~C~°~~ dOC~a`~ObC~ pC~a[~
seedin of ad scent area. Coordinate with utili a en Do not seed and mulch behind curb until under round .a 9 j tY 9 cY 9 LOCATION . AP R27200 5
I Coordination of electrical lacement shall be the sole res onsibili of the Contractor. ~ ~ ~ " electric has been instal ed. P P , ~~y, t DENR•WAT X IMPERVIOUS CALCULATIC;rIY -
30. This site Is not located within a Watershed Protected Zone. r' ~ NoRTM ~ur+DS ~RQUa~~ _ OFF STREET PARKING CALCULATION ANDST(7R(6YVq~B Total Lot Size: .67,035 ~ sf Per Article 13, Table 13.7, Use No. 4.24)
Ian and shaded as such have been confirmed b the NCDENR to be located within ` 1~ 31. The streams shown on the p y o~ nHall ri the Neuse buffer. Unless permitted, no construction is to take place within these buffers. ~ ~ ~ Existin X Im ervious: 0 X USE RE4UIRED PROPOSED
32. Existin or new o arable Manholes or Wetwells ualif as "confined" and re uire cam liance with OSHA "Confined n Surface S uare Foota e % Im ervious Child Da S ace Use Use No. Total Spaces
9 P q Y q P LOCH Access Entry requirements. Certified equipment, proper notification and other applicable equipment and/or devices LOCATION aKETCH Y 37 Re ular S aces Off-Stroet Parkin 17283 25.78 Care Center 6 Child 150 25 9 P
may be necessary to protect workers, after system is operational from hydrogen-sulfide gas build-up or an " I NOT TO SCAT NoT TO scALE Sidewalk around buildin 1 901.. 2.9~+ 1 Staff 14 14 2 Handicap Spacel 9
otherwise ox en-less environment. . , n Ei" 1 ~ ~ 11 TOTAL: Pro d Bupdt ~ _ 39 39
33. All handicap ramps are to meet ADA Accessibility Guidelines for Buildings and Facilities as detailed in Federal A , Total 25,289 sf 37.13 % t. Nandica p space regwrement meets article 13.5.15.
Re ister Vol 56 No. 144 dated Jul 26, 1991, rules and regulations activated January 26, 1992. also refer to g ~ ~ Y North Carolina State Building Code Volume 1-C, Making Buildings and Facili~4ies Accessible To and Useable by the 2. load(ng Space not requ~ed per Town of Knfghtdale Planning Department.
Physically Handicapped", latest edition. a, t ~ alt
34. Contractor is to brin buildin ad to within 0.1 foot of the subgrade level. See. bidding notes, s acs, or soils 9 9P P SITE PLAN LEGEND UTI SYMBOLS SITS INFO.
report for clarification of potential surcharge area. D D D
35. Bounds information is shown for referonce onl . Consult Professional Lane Surveyor for boundary data. 9 ry Y DRAINAGE PIPE, FES FLARED TRACT ACREAGE: 1.54 Ac. NUMBER OF 14 ~'pArl~~ ~ EMPLOYEES' - - - - - - - - - - ENO SECTION) & RIP RAP. N0. OF LOTS: 1 '
36. Unless noted otherwise, all trees not marked to be removed are not to be disturbed. They are to be protected ~ ' ` Burin construction. HT VENT RES LLC ZONE: OP MAX. NUMBER 150
e ui mans McKNIQ U from damage by q p g ~ 37. The Contractor shall be responsible for the ropair of any pavement or existing utilities that may bs damaged ~ Cu¦ ! CATCH BASIN, DRAINAGE OF CHILDREN:
HATHAM TR T 201 W. due to construction activity. Exercise caution. ~ PIPE At ,IUNQ~pry gOX MINIMUM BUILDING SETBACK; BUILDING AREA: FRONT: ~ EXISTING: N/A
38. It is common for revisions to occur to the sealed drawings during the permitting and bidding phase. As a ARY HOl~Ttl CAROLINA 27511 '511 15 PROPOSED: 6,105
C result, only plans signed and dated by the Engineer of Record in the Approved for Construction certificate (in ~ PRO SPLL UP TEE, G.V, do FIRE HYDRANT REAR: 20 W/BLOCKING TOTAL• 6,105
addition to the signature and date over the seal) and, if applicable, also bearing the signature and date of the ( 19) 468.1000 9 SIDE STREET: 30
applicable local government authority roviewing and approving the plans, will be considered the Approved Construction 01 .Al~ll UGHT ~ 8° S.S. dt MANHOLE MIN LOT FRONTAGE LOCATION:
Drawin s. These plans only are to be used for construction. Work either staked or constructed from plans o g " " o or with the si nature missin from the A roved for Construction certificate will be ~ ~ ~ D stamped Preliminary g g Pp B ® SETBACK: 75 CITY: KNIGHTDALE
considered unacceptable for construction. The Contractor =stall be responsible for romediating and correcting all TEE do G.V. W/BLOCI(ING MIN. LOT S.F.: N A STREET ADDRESS: H PROPOSED Ald'Jl UGHT 1002 MULFORD CT.
conflicts created by him, at his own expense, which may be at variance with the Approved Construction Drawings. R W-N-LEARN HILDCARE 0 • DENOTES STOP SIGN LOCATION KNIGHTDALE, N.C. 27545 ~
39. Building Contractor shall be responsible to verify the minimum building setback requiroments with the building =.-r . g ~ ¦ DENO STREET NAME IOCAiION COUNTY: WAKE ~
ins actions office before construction. P. B X 914 0 P x`.:``~- STATE• NORTH CAROLINA
40. All construction debris shall be disposed of off-site in a state permitted landfill. o 27823 i PARKING INFO.: a
sin ermit and sin lacement. ENFIELD NORTH CAROLINA 27823 41. Owner to be responsible for g p g p ~ 42. The location of the topsoil stockpile shall be coordinated with Developer. DC pEC. ~ REQUIRED N0. ~
" " ~ [phone] 43. Minimum bury on underground electric is to be 48 . Minimum bury on Cable TV is to be 24 . Minimum bury ~ ~i WATERSHED PARKING SPACES: 39 a ''pE irSS! ~
on Telephone is to be 36". PR0. U1~ER-CROt?ND ~~Q~ ~ TYP. PARK SIZE: 8.5' x 18' -u~-- ~ of
44. Unless shown otherwise on the plans, all slab-on-grade finished floor elevations shall be set at least 1.50 feet ADTHORII.ATION 7i0 CONSTROCI' Ili~''ROVl~N15 SEA REGULAR: 37 N
above the highest top of curb elevation (curb is defined as the curb located on either the front or side of the lot, HANDICAPPED: 842 PERVIOUS AREA: i
whichever is higher). On-site lot drainage is the Building Contractor's responsibility to work to assure positive -ss-- EX SAMTAR1f s~11 ; ~ EVAN ACCESSIBLE" 2 ' 41,746 Sf. 62.27X ~
drains a around and awa from the foundation of the buildin through the use of diversion swales or surface r~tTit'l~arii!~ri.lteieowrtit~'Tioa~aaa~~ti~ g Y 9 drainage. Wakr ~~i •~'Fq'GINE~•.•'~ OTHER' N A ~ ~ ~ ~ IMPERMOUS AREA: ~
i m e terior rode dro of 8 inches below the finished floor elevation. Do not lace ~ 45. Maintain a min mu x g p p _ ii~~Y ~ ~ - TOTAL: 39 N w Ex wAm1 MAM ~a~nnnu~ ~ d 25,289 Sf. - 37.73 X ~
landscaping fill against the foundation of the building in such a way that the outside grade elevation is raised W,Colbc~on ~ AREA DISTURBED 1.71 Ac. WAKE COUNTY PIN: 1754145585 °
~ higher than 8 inches below the finished floor elevation. e rn ---y~,o---------~ EXIS11N000111011R R~VIdWPIS° ONLY
Land iJbtprbing Permit: Petit # prae DsDe: P~
{kb d 1 0
]lABT Q - Mlhet~tiott a CeeMreq 960 PROPOSED CONTOUR i ~i;. ~ o a ' ~
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APPIAN CONSULTING ENGINEERS P.A. N
841 South Wesleyan Blvd. Rocky Mount, N.C. 27904 Ey PE Phone: [phone] (252) SEAL PE E 7
Fax: [phone] O
Email: admin®appianengineers.com Dow, World Wide Web: www.appianengineers.com U
r

have been re ared os instruments of service for o particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use i © Copyright 2001 Appian Consulting Engineers, P. A. These drawings p p or other use is allowed without his permission.
I I o ~ ~ ' ~ ~ a (9 (7 C7 C9 U
I~ r I a, ~ ~ 1 I it r rn I ~ , I I III ; d0 \ i , ~ ~ ~ ~ PAVEMENT SECTIONS '
~I~ al I . ~ I 4,t'~ ~ ~ ~ ; II . ~ ~ , I N•' r~~ ~ I, °I i! II Ul Vl Vl Ul z ` } 3 3 3 3 , '
I n- ~ ~ ~ ' , ' " CONCRETE Q m a d a d r 4 3,000 PSI S/W SECT.
(lIk II, ~ ti I fIl / , , / v i' ` k I I ' ' I I ` i , / / ~ ~ r ~ ' AIR ENTRAINED
II i 0 I I r I' I III ~ ~ / ~ r, , 1 l I i II , , ~ r III j , ~ 1 0 28 DAYS ~ ~ r ~ ° CONCRETE I Y i , I i O U
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Ili ' 1, ' r0~~ a a qIke' III ' : / a7/ A Jo*I r ~ 2° SF9.5A LIGHT DUTY "a s , ~,,,Jr~• " ~ r~. PAVEMENT SECT. I I
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If I ~ I 111 ~ I Use: US,Posfal Service / I l I r r III I fl i o . ZoAe; OP / ~ +~~'~(s / i t I I l , ~ ~ ~ //j ,P 1 I , ,.J - -I ~ Z O W W W W '*a. ~ TA 10+00.00 r ~ p- d f ~ ~ ~
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1 , : l~ / ~ ~ ~ `s~ / l N EX, TC ~ 85.98 ' ' . ~ ' i ~ i ~ ~ ~ a ~ , ' r a a
, `t~' ~ / 1 3 \ I 0 ~ 0~ . 0~. / , I I ~h9 / III ~,b r titi ~ 6k ~ ~ r ~ ~ Norman L. Porker, E1Ai ` ~ ~ ' II h Use: Vocant
1 / k~ ~'\V 0 ~ - / Gw;~ -r...--_ ~ L'----------~- --r"t - , STA"9+~9. , , o r\\ 0 ~ . r 1 T r 9+72.83 S Zone: OP \ O W
ad / : \ ti ; ~ 9 ti - - ~ _ 1_ ` ~ - - r hn STA 9+72.83 - ? ~ - I 1 ~ ~ ti i i ~ I ~ y~ TC 286.7 Or 1 N f~ 286.7 i i N D8 09404, P9 1801 ~ O O I 0 0 0 0
, -T ~ ' ~ ~ ~ \ t ~ SAW CUT/REMOVE EX, ~ a 0 ` i 1 , Z Z I I I I ' ~ ~ rn a o N r N
_ ~k~ ~ ~ ASPHALT dt C&G AND ~ - ~ I ~ r ~ - - - ~ ~ ~ _ = _ : ~ ~ , ~ C/L STA 10+00.,00 I 3 r , ~ ~ - - - - _ - - - , r` i REPLACE USING PROPOSED _ ~ `ELEV. 286.72 ' 10+00.,00 ' I TA 10+37.50 _ _ a a o I I ~ ~ I
i - ex cb fA , . SHOTS dt PROFlLES , STA 9+43!82 ~ `F N o 0 '5.72 ' 1 I T 287.70 ' ,
I ~ j top 284.29 ~ ~ ex. 30" c&g I ~ wa er m°,n ! , ~ TO 286.33 I ~ ` 1 I I r inv f/I 281.50 I I iu e% e ~ dep 4 ! a~i• ~ ~ ~ ~ n , SO 38'2 - 144.79' ~ ~ ~ ' I ~
I I 90 PUBLIC R/W _ _ ~ verity lacotion~ sZ ~ ,,~g I ' t _w ~ - ~ 2:1 SLOPE _ ~ - _ _ _ s~32, ~ ~ z
I ` L- - _ - - --STA-7+56 86- - r-- - ` o _ _~,N, - \ ~ UG. POWER do UTILITIES TA 9+ .87 N 1 ,l ~ _ ~ _ N I m
~ ' ~ TC 286.3611, c, 1 , - IN THIS AREA. FlELD a i i ex cb 1 _ ' PRO 4' CONC. a 5 ' _ ~ ~ zs, 293 o 29 /
~ 't ~ ~ ~ A~~~ VERIFY W/NC ONE-CALL ex. 3D" drg , , I ~ \ ' t ~ ~ti _ _ top 184.28 ~ ~ ,a VALLEY GUTTER - - - _ _ _ _ _ _ _ ~ , `t - ~ 1, I ~ _.,J inv f/I 281.39 ~ 1 11 vi - /
\ i ~ " ~ - - - - - _ - - 3!, r s° > ' `I STA 10+00.00 STA 10+00.00 _ _ _
I ~i\ ~ r• ewe Minter w - ~ - " f STA 9+18.251 STA 9+43.54 -.i,.., i , ~ ~ t 1-- = ~ - - ~ • _ - TC 287.14 © 20 mb! TC 287.14 _ / 5 ~ . --29;-_
`i~ \ I ~ 'F• , - "~1' , - MATCH EX. RB - - _ _ . • 5 _ o_ . 5 ~ • ~ MAi •E~f, •~ll, . C .37r' I E -i ~ ice-, .4t-- - _ ' `c11 \ ~._.--w- ~'V.r '-NO'38'2"W 184:~9t~TOTAt~~' 7C,28+1"k7g~ \,~=,r = - A- i~ : K ~ TC 2 5.35E NO'38'2"W 35.88 i ~ ~ ~ _ , STA 9+99.Q0 - r' STA 9+99.Q0 ~ ?0 9 29 /
I WJ y~ Ji ~ 1 - I TC 287.131, I 1~~• .t ~ ,--2"1~ 19.11 286 , ~ . ' . . I I ~ 287.131, ~ 1 / : 3 TC U ~ ~ - / \ • ~ r YARD INLET 3
h ohtl , - - ',256: L~ CS •.I ~,V E. 'h t 1 r _ TC 285.98 1 w ~ ' • t 190-__--, ~ ~ I / sox 4'-o"x4'-o" CONSULTING ENGINEERS, P.A.
~ _ . . . _ . /ti/ ® c r , - 287..... ~ .pIST u. ST 1 II I t0 t I I I I I SI • ' • ' • ' • ' • ' • ' ~ $IGN Ir. GNT O~ / e , y ~ t , GHT ST TOP 293.17 : / , CIVIL MUNICIPAL
I~ I / ~ k, i r , DISC.. ESM'T :,1~ : m T ~ , • ro•. • . 0 I 1. 0 ~t i r - . ' ~ •i INV UP 292.00 ~ - ~ - - -1F,, 216 LF 24" RCP 0 2.26X / ~ i^ / INV 24 OUT 267.73 STRUCTURAL ENGINEERS
I ,2 , G , t ~ 9:' • TC 287.92 a ~ ti~ ~ ry° ! ~ DETAIL 5.01 TC 287.92 COMPREHENSIVE _ ,I , ~ VICES
I \ I 286, _ . 1 I Ir I ~ I ' 1 ~ \ ; I\ ~ ~ FL 287.20 . ~ . . • . ' . ~ . • . ~ - - ~ ~ . - _ I r r FL 287.2'0 1 I I - I % 1 r _ ~ ~ ~ ~P ~ ENVIRONMENTAL SER ~ r , ~ ,
r TC 287.70 : • TC• 286' 3 h I ~ I q / ~ I I TC 287.70 ~ • : • • . Q P~ti ~ % ~ CKY MOUNT: -
I . . I Iw 1 I I ~ •t1~~ , 'r 287. \ ~ g~',.:'..< ,~Y I I°, k I Ij 1 I } ~ i.l I , i Y JC 287..16: • : • : ; TC 286.89 \ . . ,E %T,ES~''~ _ 2 ~ ~ , ~~`i`~~~ I 841 SOUTH WESLEYAN BLVD. IT ors _ so 804
I ~I ~ wII 1 ~ `rI,n I I . . I r ~ 2ss:3s... ~ sl ..............................~...mb ~ ROCKY MOUNT, N.C. 27 - 1 , ww~ '-189-~~ ' , _ ~ PHONE: [phone]
a ~ I 1 ~ I II. Q~, I ~ ice' I ~e_._ . r~, ' ; ,v • . /~~?88 II 0 £ I II - 1 \ ' h', ' ~'lt^ ~ i TC 287.05 TC 286.95 TC 287.22 S . • ? • : ? • • , ?89 ' -PLAY AREA ~ ~ ~ ) : `•i r
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y o m ~ 1 ~0 , ~ i I't x' r~C :28¢;90 ; TC: 286: 6 : . • ' • ' h d Q ~ a ~i 1 , ~ ~ , t~ ~ TC 286.85 'S d~ _ ~ ~ ~ - www.a ianen ineers.com ~ .rn _ i ~ ~ PP 9
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t , ~ 1 / 1 , 1, 1 v t ; TC 28 : ~ PER: DET'AiG fib, P ? : ~ : ; : • : J+ ' '2 ~ ~9. a 1 ~ l ~ 1 , , , t TC 285.50 9j :I • • ' ~ os ? ti 1 c11 ~ 1 1 1 ~ I t , i TC 28$,50 't : ~ 709:03 • : • : ~ : ~ r • • ' .n\ e 9 i ~9
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0 R do UTiLITi 5 ` 11 ~ , ~ , , i UG. P WE C' ~ • r' ~i r ~ ~ ,r"' ,o ass ,y,
1 1 , ~.r ~ IN THIS AREA. FlELD , 1 ~'~11 1 1 w V VER FY W NC ONE-CAGE , 11 1 \ ,1 1 1 ~ `t , i `fir ~ 2 .45 ?0
, r ~ 1 1 , ~ ~ Y' to ~ ,1 t 1, t . . •l ~ '1t ~Sq ms`s ' 1~ • 1 ' 1 1 1 ~ ~ N v i , ~ ~ k 1 TC 284.40 _ _ ~ _ / ~ 'r` ; To bs Recom b with / A~ , , I ~ I i , _ i ,r ,r , '.~''K r tee/ )17 147480 ' ry i i I I I ' z 6421
, 1 ~ m ~ 1 v N`. t I' LF15 RCP --28 p w .•5~:• •J' d '0 6 • .y I I ~ i J ~ ,
JUNCTION B 8A , 1 ti . 1 ~ ~ W \ j 0 .OX P? U ? ~tn~0 ~i 09~ ~r~" BOX 3'-0" x' 3'-0" I 1~ t 01 Q 1 \ ' \ ; , t Y. \ N ryv ~ ' ~ d~ i . ' ~ 9~ oy'~.~~J~ 1 I , ~ ~ • ,r y . / •289
`r ' ' TOP 280.OOti li ~ 1 - - ~ ~ 1 'Q 1 f ~t i` r RD INLET 8 . ~ ~ S ~o - r, r 4t',-~ ~'y
\ INV IN 277.7, t ~ ~ ~ 1 ~ 1 v i BO ~ _ - ' K 1 ~ ,TOP 284x67 ~ --287 - ~ 1~~ INV OUT 276,86 6 _ _ ~ / / I ; ~ ~ ~ , ~ nulls d~ / ,o ~ I , , / ~ ~ I ~ ~ ~ I
~ w , INV JP 26.50 ;B~ ~ `7,c+~" `s DETAIL 705.06 1 ~ p~ ' `Ct t w ~s . ' II ~ o, 1 11, .-1 ~ 1 1~`~ / i~V 0!JT 27867 - ~ hh ~ ~ '6 i3' - ' er yw ) ' ~ , ~ ~ m ~ ' Fnell Dr WI s ~t ~ / ~ I r tiryo r / ~ I, ' ~ 19e$ {LILY
• ~ t\ I \1 1 11, ~,1 , t i All 5.01 yo r' A ~ ' , ~ MOVE 0 REP ACE \ 1~ t ` N , i ; T \ oh ro e -`~r- ; Fbviaw Pw'po g`4 y i 1 ~ I . ~
` ~ 10` LF SIDEWALk ~ _ - ~I' r7.0 ' , / , , ~ :1 SLOPE j - _ ' h..: _ . 4 fl,IICK 3,000 SI 0 i \1 ~ d12Tg,114.26\ ~ t ~ ~ ry N ; , 9 ~ ~g ~ (J,Jc 5 ti b~' \ f
. + ~ 26. DAYS CONCR TE t ~ t l04 ~ \ \ BIORETENTION AREA ( \ ti ? ~ iI • •,c Ian ~ J' 9 i ' ~ F ` ~ I
~ , ~ 1\r`s / cn \ ~ -v ` i. \ f 2£x58') 'h6fl2 S.F. \ ~ - - - ~ 0'b' ~ ~ \ ' i 111 \ t5 / / \\cv \ e \ ~ v j• \ DETAIL FO~Rr. 9~ \ 85 :5 ,i ' Q' ~
~ i 111 \ e~•y / P? \ tl \ \ , ~ t. ~ E1ENT10N CONSTUCTI ~ 0 f . ~ ~ t , 6 , \ g~ V , t .t , ' ~ ~ \ INV. 285.75 .c--' ~ ` I ~ ~i: / `
~ ~p , ` /cb J \ ! \ ~ c ~ ,.fit \ r r. r' , ' 463 \ - 1• r rI'0'~ 09 ~ 80X 4 -0"x4'-0 r~0 ~ ~ ti ~ _ , / TOP 289.05 ~ -
, ` , fop ?7dee \ ! o ,i ! i'r~-. i ; a ' , ? / \V A inv r/127de1 \ \ r \ - 9~ 284 , % y / / INY LIP 287.88 ~J
~p , • ~ I Q1~~// e~' 4 INV 24~ IN T82.26 6 ~ - ~ ~ 24 RCP INV 24 W 28 /
```~`/e7~ 'A~~ \ ~ V A `,V - ~ ~ -vim-_- l/,f i. , \ 0 2.38X DETAIL 5.01
~ •d+ , , V '763 a_`T ~ - i i '~'.',~~r.~~ ' ~ , ? ~ 1 I 1 ~ 1 AV ~ ~ ,.y , ~ ~ ~ ' ~ ~ ~ ~ OOX / h' % , ,6 ~ ~ 5 ~ ~ 41 LF DITCH 0 2 ~ ~
`V ~\L 1~ ' \V A ~ \ V A V . V' ! ~ PRIVATE 20 LF LEVEL SPREADER ~ , , , \h 11 , ~ ~ © 9
` ~ , ' ~ ~ ~ V\ \ ~ / EASEMENT _ 6 . , ' ` ` \ 0a \ 1 ~ / _ --zs1- 0-ELE~_?.83.5WJ20' ~ ;;'J,~'g'6 ti i ` \ ~ „ ' ~ t ` ~ ~`s \ / _ DRAINAGE EASEME ~ ~ ~ , . • ,y1 ti0 ~ ~ ~ , PRO INV. 281.22 ~ ~ I ~9 ~ / / ~ ~ f i 1
~ ~ I , , \ ~ \ ~ 1 / •1 !I`\~ r~..~ ex, - r B i ~ 'ice °,rp j ~ 13 LF 30' RCP 0 2.38X ~ ~ ~ ~I / , sr cb I , ~
~ \ ~ ' 58.68 ex, son wer servtce ~ ' ~ ' ~ ' 0 ~ ua45 ~ 2~' .+f hr //118095
EXISTING PROPERTY LINES TAKEN , , ` , ~ q~ Jf '~.,1.bo_.___--I , / , ~ ~ - s \ \ \i 4\~ / " ~ _ ~ - 15aSLOPE-_ _ s . N, / ® YARD INLET 1 ~ ~ ,y~ L
FROM MAP DATED MAY 14, 2001 BY. , \ , ~V A ~ ~ - 1 ,~5 27s- -ra~ - 65 LF I ° ~ SEE EROSION PLAN '.~5 ~ • DAVID R. DOLEZ , , , ~ i \ \ (1 , \ ti e ce , ~ - _ ~ , / 65 LF DITCH 0 2.89X BOX 4 -0"x4'-0 ~ ~ \ ~ TOP 288.60 ® \ \ 0
PROFESSIONAL LAND SURVEYOR \ \ ~ \ \ 4, ~ ~ \ \ 1~' t q , r A ~ , ~ f INV UP 287.43 \ 1~ INV 24 IN 281.64 ~ ` a
5217 EAGLE TRACE DRIVE ~ ~ ~ ~ \ \ , \ \ \ p N t I ~ - _ - RALEIGH, NORTH CARD , , , ~ , I \ g , F ~ . ~ %•N : r, • \ b/ \ INV 24" OUT 281.54 ~ i ~ DETAIL 5.01 ~
[phone] (PHO ) \ , ` ` i 121, o, v \ ~ •l ! ~ - : / ~ ~ : / 1a.0a [phone] (FAX) ~ \ , 1 H \ \ fi+ a h \ D$ a
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BEFORE a2: \ "a; v 11~,'' \ \ \ \ w\ ~ '.:f:%%-- ~ ' ~ ' . 6 I / ~ ~ /~l o i/ ~ M
YOU DIG ` ` I \ 0. 1 ` - , - _ - r ~ , , ~1• / / I0. FES TO EX. I
~ f ` ~ , ` 1 ' ~ , - - FROM PRO. FES TO EX. CALL TOLL FREE a~\ ~1, ~ b _ ~ ~ C- \ ~ ~a:i; _ K'~_"~172aS - - \ ,3, \ , I , v _ - ~ _ - _ - ' DITCH. MATCH EX. F/L ELEVATION 1-800- , , , , + ~ ~ , - , , ' ' F/L ELEVATION ~ 0 o
632-4949 , ,Ir ti / _ - - \ ,\,i'~g ~ ~ ?)g ' ' / / 2:1 MAX SLOPE r - ~ , , N
NORTH , r Iii - / ` \ t' ~ .,b ~ 276 ~ I r ' / , , I i II'' Y ' \ 'k v ~ ' EXTEND EX 38 BY 8'. REMOVE ` N
CAROLINA , , ,I v ~ , 277 , / I, ~ s NAPACT S-1 r REPLACE EX. FES. REUSE EX ONE-CALL ln~ 24" ?es 272.9 , I rl, ~ ~ \ \ h . s STEAM _ ~F8 ~ r rl ll \ ~ INST OUTLET PROTEC710R ' ~ r / / FES IF IN GOOD CONDI110N. 0 CONTRACTOR TO TAKE CAUTION DURING REGRADING OPERATION.
CENTER .,z\lrrlp~ , I o , ` ~ \ 5 ~ v~ ~ m , r r , ' ~ / q I b ' b 0 AS SI{DWN 9' 0`EES x 26' 79..__ . r EX. INV FES 275.35 3 PROPOSED GRADING LOCATED WITHIN NEUSE BUFFERS. OWQ HAS
' ~ ti~ \ • LONG >?,29' WEE. USE, ~ : ~ / PRO INV FES OUT 274.13 3 ^ . ~ . BEEN NOTIFIED AND PERMIT APPLICATION SUBMITTED. DO NOT L N
These Ions are for bidding purposes only and $ I ~ \ v}-'1~'i'k \t. ~ CLASS I'RlP RAP (Do=22 ~ A _ ~ r , ; /i P ex cD I \ ~ \ \ MIN. AT DEPTH = 36" ' / / are not to be used as Construction drawings top 279.ae ~ \ ,r ) - ~ • ag . ~ / DISTURB MORE THAN SHOWN ON PLANS/PERMIT. CONTRACTOR TO a
fnv r 373.08\ ' ~3 ~ \ \ \ ~ ~2 , ' / unless initialed and dated as approved for A \ ~ ~ , t. ~ ~2, ~ / IT IS IN HAND PRIOR TO BEGINNING o ENSURE COPY OF PERM 8 it ~ o
the En ineer. ° / •__-\1\ ~ t\ ~ - 63- I nstruction below b i \ ~ v~~ _ '~3" r"~ CONSTRUCTION W a
Approved for Construction: \ ~ o_,~ _ _ ~9 \ \ i \ , / , ~ / ~ U
.~i _ \ Date: \ ~ ~ _ _ . ~ 5ti ~ \ \ ' ~ - / ex ~ e \ rya ~ -'tz.~ ~ \ ~ _ P• Q .~._~r,~~ ' ~
' ` - . \ ~ ~ •o ~ ' tap 2e7.44 W BOX 3'-0" x 3'-0"
BOUNDARY DESCRIP'T10N SHOWN t 279.DB ~ ~ ' \ i' \ ~ $ ~ - r , ~ 1~+ r-
0 I \ \ ; t ~ ~ , I r : 9 / / McKni ht orrice corder i IS NOT FOR RECORDATI N \ .0 \ , , ~ 9 • _ I INV UP 283.50 ~ ~ I NV OU~27 . ~ - z
~ r \ \ * \ ~ r I I Use: Tjprcd 0/8ce VA~t A ~ i r ' ~ \ p~ -5.01._.._ 6 OUTLET ELEV r-..=='~ Y83~62 283.50 100 YR. ELEV. 283.'.12 ~
ro \ Q" \ , k~1 \ ! ' + ' i ' \ zone: OP 2pJ TOP BERM ELEV. 264,00- Knighfdole Apartments, LLCI ,w r, ~ \ I \ ~ , r % I ! \ DB 08481, pg 1193 I EIEV. 284.00 ~ ;Y SPILLWAY EIEV. 283.75
RECORD DRAWINGS' Use: Townhouse Apartments I ' ~ \ \ l" ~ ~ r , \ EMERGENCY SPILLWAY ELEV. d t0 be a CarfeCt Zone: RMl ~ ` \ ' \ \ r \ ' ' i ' These drawings are believe ~ ~ UNC110~N OXBOXB 8A -°~-JA1p0- ~ e~ ."x
\i\\ r \ \ I r ' \ \ JUNC110N BOX 8A factual field conditions but OB 08193, pg 1665 ~ \ , r'~ \ \ \ ~ r ~ \ _ , entation o ~ 'x-~ repres ~ \ v . \ , \
are not warranted as such. ~ \ ~e ~ ~ ~ \ , ~ \11 ToP 2e0.00t 'OP 280.001 N VV'Ttt377.7T` , = Yp. •FL~V:-'1$3.~f ~ v
\ ~ t II - gy; Date: ~ \ ~ i \ \ \ r ll 2~ DETAL 705.06 )ETNL 705 oV ,
u I- t
CT10N SAFETY , " \ \ \ ~ ,6 i ~ - CONSTRU ra ? \ ~ t \ Q \ / / ~ u h.-__. _~1II U g
ants for t r ~ i ~ / These drawin s do not contain the requirem s ~ ~ \ . \ , i/ ,III - ob safety. iI provisions far safety shall be the sole 0 `•t ~~h~.. 6~ /i/ - II II ~ 0 / I ~ Ily ~ `o
1 ti ~ \ / 1 \ I ~ / / t e contractor, ~ \ , g \ \ e / _ responsibility of h ~ -tb--R / ` \ / J \ \ ~ 6k ~ : .fib ti / . ~ r,..
.I I 275 ~ Q r N
EXISTING CONDI'iiONS~ \ ~ ~ ~ ~ ~ 275 ' The contractor shall be responsible for reviewing all ; \ " _ - o ~ wn ~ <
exlstin conditions m`' ~ - ~ _ exist(ng job conditions. Any adverse g w_ O f Q h V / _ r Vl ~ N In
..u_..at.,,. wnrL ehnwn ter, +has• drawings shall be REVIEW BY THE TOWN OF \ ~ \ ; ~e~Tin~ e.e M _
V I IOY1111 brou ht to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEERS ~V clarification or reconciliation.
M_. _ _ w Z (U Ln wzz v
This design has been reviewed for the Town of Knlghtdale by 4- - coo 0 270 Qt-UIlU N
the undersigned -consultin engineer of the Town of AD 270 A AND LEGAL DISCLAIMER 9 V- c
This document is not represented to comply with all Knightdale, and to the beat of my knowledge and belief, it 98-000
requirements ADA or other laws. conforms to the requirements established in the Standard contained In the 20' Specifications of the Town of Knightdale. SCALE. D-0000 0 o
advice En ineers are not licensed to interpret laws or give t laws, the owner should have this concerning 70 80 CE.2 C3
document reviewed by his attorney to determine 6 r 0 20 40 50 60 70 60 6 : Date:
legal compliance. Y

ar other use is allowed without his permission.
© Copyright 2001 Appian Consulting Engineers, P. A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use i<. L
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CONSULTING ENGINEERS, P.A. . CIVIL, MUNICIPAL &
SEE LANDSCAPING STRUCTURAL ENGINEERS
PLAN fOR COMPREHENSIVE
PLANTING LIST { s ; , ENVIRONMENTAL SERVICES ~ r
~ -ROCKY MOUNT: r ~
841 SOUTH WESLEYAN BLVD.
; ROCKY MOUNT, N.C. 27804 ' 3~
• t ' 58' BIORETENTION PHONE: [phone] ' , ` AREA LIMIT FAX: [phone]
~ m SEE LANDSCAPING -WORLD WIDE WE6: -
• ~ GROUND COVER OR PLAN FOR www.appianengineers•com
• ® ~--MULCH LAYER--+ PLANTING LIST admin®a ianen ineers.com ~ PP 9
y y W W W ~ r' • `b W W ~ W EDGE OF PAVEMENT ~---G(~ASS BU •Y N W 'Y i •Y •Y y y >:fir
W 4 ~
SHEET FLOW
0~.•''fESS o•' ./y 9 PLAN 1/IEih ; Q~° N9 9 0 < A
SEA
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BIOREIENflON AREA •.FNGINEE~.~' ,,OB e
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Review Pur sea ONLY
~ Po SEE LANDSCAPING Q
PLAN FOR ~ PLANTING LIST (a P Z
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Oc GROUND COVER OR
MULCH LAYER
PRO YARD INLET Q
OUTLET ELEV 283.80 GRASS BUFFER YAX, PONDED WATER 9 b 1 YR. 24 HOUR STORM
DEPTH (6 INCHES) ~ Q LEV. 283.62 LIMITS OF PAVEMENT
TOP BERM ELEV. 284. ~7 FLOW EMERGENCY SPILLWAY 100 YR• ELEV. 283.52 t" ~
ELEV. 283.75 3 _ -
1 f I ITT I ~ I -I 11 ~ III vj'~/ ,i~,; y;;; - I I. ' III- ~ ~I~~I ~ I-I ~ I-I ~ I=1~- ~
EXISTING PROPERTY LINES TAKEN / /i T - 10 YR. ELEV. 283.41 T ~I I 1=1 ~ 1=_~ c~
FROM MAP DATED MAY 14, 2001 BY: DAVID R. DOLEZSAR I I '~~%//i~%%'~~ - BOT ELEV. 283,00 -III=II1 ~ ~
PROFESSIONAL LAND SURVEYOR 5217 EAGLE TRACE DRIVE III ~ / , i~\ ~ ~ NG SOIL ~//j %i o
RALEIGH, NORTH CAROLINA III ,i ./~~~'~%i~~ii`~%%~ ~
[phone] (PHONE) [phone] (FAX) L- - /
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BEFORE III-I _ I-I I I-III I I`I I h M I-_ _ IN-SITU MATERIAL o
YOU DIG -'II,IIIIII I~~I~ ~ I ~ . N
° CALL TOLL FREE 1-800- 18• RCP III I- ? _ i
632-4949 o 0
NORTH CAROLINA SECTION A-A •F+ N ` N
ONE-CALL d
CENTER O m
These plans are for bidding purposes only and 3 ~ a
are not to be used as Construction drawings L N
unless in(tialed and dated as approved for NOT TO SCALE REV. 04-05-2004 ~ 0
Construction below by the Engineer. ~ o w
Approved for Construction:
Dates ~ U } ' Q
I w
BOUNDARY DESCRIPTION SHOWN J Q O
IS NOT FOR RECORDATION.
t _ Z I
RECORD DRAWING O
These drawings are believed to be a correct O 7 O
representation of actual field conditions but i_ ~ Y_
are not warranted as such. cG~
gy; Date; G
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CONSTRUCTION SAFETY 0 ~ Q o
These drawings do not contain the requirements far job safety. All provisions for safety shall be the. sole U r O ~
respons(billty of the contractor. a~ ~ o oW ~ o
~o N
EXISTINQ CONDiTION~ The contractor shall be responsible for reviewing all ~Q rN
existing Job conditions. Any adverse exiating conditions N~~d I ~ X Q ~H. Qh(~ /
affecting work shown on these drawings shall be REVIEW BY THE TOWN 0 brought to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEERS r-Ua~.-N ~ rn
ciaritication or reconcwanon. 41 k_i U) U) - 10
This design has been reviewed for the Town of Knightdale by
ADA AND LEGAL DISCLAIMER the undersigned-consulting engineer of the Town of This document is not represented to comply with all Knightdale, and to the best of my knowledge and belief It QpU4U c
requirements contained in the ADA or other laws. conforms to the requirements established in the Standard c 98-000 E
Engineers are not licensed to interpret laws or give Specifications of the Town of Knightdale. 7
advice concerning laws, the owner should have this D-0000 0 O
document reviewed by his attorney to determine 13 Date: legal compliance. By: CE-2 U

Jo reproduction or other use is allowed without his permission
it or buildin im rovement and remains the property of the Engineer far use under his supervision, No repraductiar
i ht 2001 A ion Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular s e g P © Copyr g pP
TES L HO ENERA G
I
ation was taken from an actual field survey performed by Appian Consulting 1. Location and topographical inform 0
En sneers, PA dated March 1, 2004. Reference Datum is MSL. g s 111 reinforced concrete meeting ASTM C-76, latest revision.
2. Storm drainage pipe if shown, is to be Clas
workmanshi shall meet the Town of Knightdale Standard Specifications and Design. 3. All materials, construction, P 0 0
actor to refer to Geotechnical report for guidance in sitework, if available. 4. Contr 3000 si at 28 da s, air entrained except dumpster pad to be 4500 psi, unless d~ 0
5. All concrete is to be minimum p Y otherwise noted on the plans. Tr ffic z
nd other traffic control devices shall conform to the Manual on Uniform a 6. All signs, pavement markings, a ,
Control Devices latest edition as amended, and are the Contractors responsibility. ,
ctor shall be res onsible for all work zone traffic control in or adjacent to NCDOT or own 7. The Contra P trot Devices MUTCD and NCDOT
hall conform to the Manual on Uniform Traffic Con ( ) right-of-way. All methods s
standards. - existin ed a of avement where applicable. U Q
8. Contractor shall saw-cut to provide smooth transition at tie in to g g P „ , all ertinent rovisions of the "Manual of Accident Prevention in Construction issued V_ W
9. Contractor shall comply with p P the U.S. De artment of C of America Inc., and the Safety and Health Regulations for Construction issued by p !Y Q
by AG , Labor. } d
shown if an area roximate and shall be verified in the field prior to beginning 10. Existing utility locations y, PP
act NC One Call Center at 1-800-632-4949 for locations of existing utilifies prior to work. Contractor shall cant W J Q
beginning construction. O f-
reas shall be landsca ed and seeded within 15 days of completion of construction. 11. All disturbed a " P 'n at fittin s normal) re uired S
. On waterlines Me alu joint restraints may be used in lieu of concrete blocks g g Y q 12 9 9 Z Y
e blockin . Verif acce Lability with Municipality before employing for approval. to have concret g Y P etc. and street name si ns shall be manufactured from high intensity reflective
13. Regulatory signs (i.e. STOP, ) 9 et name markers shall be provided per local municipality or NCDOT requirements. materials. Stre D
14. Lot dimensions shown are approximate.
ements watch for tall oun slender unbraced pine trees that could fall into 15. When clearing right-of-way or eas Y g rin clearin o ~1'~ pL~Q[~ ~ NJ4~~~ ®C~G ~
onstruction is cam late. Bring to the attention of Engineer for resolution du g g the right-of-way after c P ° e o D D° e e ~ ~ I.~ 1T1.1 LI V 0 o DG~Q~[~aC~ D o ~O[~[~ ~ ~ aD0[~C~ ~ C~C~ ®C~C~ r
operation. 's ex ense. D D e ° e ° ° ° ~111J11~ U o e Q[~~ p~~ o Q4 paG~~ 9 ° o TC~[~400~1
16. An relocation of existing electrical facilities will be at the developer p Y ht er local mun(ci alit . Adjusting fire hydrants to grade is considered ~ Q DDOG3C C~C~ ~ n2
17. All fire hydrants shall be set to heig p P Y incidental to the cost of the fire hydrant. ma for ° e e o o D ~~~e ~L~c7, o G3 f~~L~C ~ D Q~d p 0 ~~IOMC~ M~'I QC~~Q C~C~ ~3
' a FEMA ma ed flood area or Flood Hazard zone. The flood insurance rate p 18. Property is NOT located in pp ~ oa e D ° ° pL~Q~I ~1D~~apU C~ 4~ L~Q C~
the area is 37183C0388E. nks UST se tic tanks, a ° ° e p[~Q~C o ~raOf~4G30 ~ D e o oC~ pL~Q~ ~ 0 0 0 ~C~D~~G~I ~~Of~ ~
ination or discove of existin underground storage to ( p 19. Owner is responsible for determ ry 9 Q~ C~[~0 ® CMG ~11..tt~~ D o o pL~Q~I ~p
abandoned utilit lines, graves or cemeteries that may exist on the site. Y Orkin under around, and or adjacent to existing power lines. 0 o D ~1~Q~~0[~ ~ 0 0 ~L~D~~iIC~ a0~00~1 ~ ® ~ 5 CCU C~
exercise extreme caution when w g ~ , 20. Contractor shall e surfaces rades, avement markings, etc., to comply with ADA requirements. ° D a o o~'C~~ o ~ [~0 o DC'~Q~L~~ 0 0 o~]4G~0~ o M C~0 8 CC~Q0~~0 ~ C~C~ ~
21. Sltework handicap signag , ~ 9 P lines are to be 4 white will be res onsible for providing all pavement markings in his bid. All 22. Contractor P o ° o ° o D(~4Ge~~L~~ 0 o C~O[~~G~O~ GG~0~~0[~
unless otherwise noted. oint 5' outside of buildin to C~C~ 7
tractor is to assume responsibility for all water and sewer utilities from a p 9 23. Site Con 0 4C~MC~4~0 o C~0~1~ 0
ublic connection. ~---1.1__~ ; ~ point of p Plumbin - ~ 00 o Dl~`~Q~L~~ o I~MC~~DO~I C~ ~ C~ ~n
4. All 51t8 lumbin is to meet the NC State Building Code Volume II, g. ~ 1o~~Ami 2 p 9 s o n ° o D C~tr,~~~~ • 1f~0[~ D 0 0 ~ ~ ~ o ~~Q~ 0 0 ~ilO~C~C~ l~
afore forms are ins acted and approved by the project engineer and the Town ~~+,;~.:;?r ~s _ 25. Do not pour any concrete b P , work erformed at Contractors cost until made satisfactory ~ ~ ~ o `~~Of~ D 0 0 ~1~4G3MC~ coo
ins actor. Failure to do so may constitute removal of p ~ ~ ~ P Kni htdale. of by the Engineer and the Town 9 lied for. No work shall ~~~a~~o ~o~c~ c~~ e e D e° D D[ ~QOL~~
' rbance is more than 1 acre therefore an erosion control permit has been app a ` 26. Site distu D DaG3D D o aL~L~ ~~Q~ OCR ~'0 C~C~
the erosion control ermit has been obtained from the review agency. All w „ ~a be in on site until an approved copy of P he local g are installed that are not shown on the plans, shall be approved by t D 'r~I \`aa~1rr''~~~~VV~~~~ D a G3 D D e e~ D e° D D e~Q~~ O Q~~ ~;/~~LIU M~'I[~ 0~ G ~~3 40
additional erosion control items that e e D e° D DC~'Q~~~ D DaG~D D o a L~C~ ~~'a(~ o ~C~~14DlaL o G~ f~~
in order to a rove for ayment. Items not approved will be installed at agency or the Engineer before installing PP P pf~~tq `~0~~1 0 C~C~ ~14~ e e D e° D D C,~Q~~~
the Contractor's ex ense. P ~ D DaG~D D o L~L~ ~4Q~ 0 D ~1~'DIaL o [~M C~ T0~~1 0 C~C~ ~1~
27. Provide handicap ramps as shown on plans. hould an sal u rode de ressions adjacent to and behind proposed curb. S y w ~ ~ o QL~Q~ a~O~C~ ~6
28. Contractor shall watch for any potent pg p ~ f., ~ b. ~ ~ rovide ositive surface drainage over top of cur ~ 2~3 be detected, fill top p
ssible before curb, avement, and < S ower is to be laced underground, and shall be installed, if po P ~ 29. Electric p P not seed and mulch behind curb until underground LQCAT~ON' ~ - ARKING CALCULATION
of ad scent area. Coordinate with utility agency. Do ~ ~ { seeding j e the sole res onsibilit of the Contractor. PERVIOUS CALCULATION OFF STREET P % IM Per Article 13, Table 13.7, Use No. 4.24)
IIb Y r ctric has been installed. Coordination of electrical placement sha p ~ ale n . rr; . : NoRTM 67 035 sf ~ Total Lot Size: ~ REQUIRED PROPOSED
30. This site is not located within a Watershed Protected Zone. ~a ~ X Im ervious: 0 % USE Existin
dad as such have been confirmed t+y the NCDENR to be located within _ r Nall T m , ~ 31. The streams shown on the plan and sha o take lace within these buffers. o ervious Space Use Use No. Total Spaces Surface Square Footage X Imp Child Day 37 Regular Spaces
far. Unless ermined, no construction is t p " a the Neuse buf P re uire cam liance with OSHA Confined ~ LOC~ or Wetwells ualif as confined and q p ''x ~ 25.78 6/Child 150 25 Ica S acel KETCH Parkin 17283 Care Center 2 Hand p p TION S off-street LOCA g 2.84 1 Staff 14 14
32. Existing or new operable Manholes q y le a ui ment and or devices » nt ro er notification and other applicab q p ~ NOT TO SCA Access Entry requirements. Certified equipme p p - or an NOT TO SCALE Sidewalk around building 1,901 TOTAL: 39 39
workers after s stem is operational from hydrogen-sulfide gas build up ~t',~,t may be necessary to protect Y £S .f~~ Pro osed Buildin 6,105 9.11
otherwise ox en-less environment. „ • ;t Yg ccessibili Guidelines for Buildings and Facilities as detailed in Federal 25,289 sf 37.73 X 1. Handicap space requirement meets article 13.5.15. Total 2. Loading Space not required per Town of Knlghtdale Planning Department.
33. All handica ramps are to meet ADA A tY to P 6 1991 rules and regulations activa„id January 26, 1992. also refer
Register, Vol 56, No. 144 dated July 2 , and Useable b the Code Volume 1-C, Making Buildings and Facilities Accessible To Y SITE INFO. ND ~ UTILITY SYMBOLS PLAN LEGE SITE
North Carolina State Building
Physically Handicapped", latest edition. iddin notes secs or soils ildin ad to within 0.1 foot of the subgrade level. See b g p , o 34. Contractor is to bring bu g p o o O DRAINAGE PIPE, FES (FLARED TRACT ACREAGE: 1.54 Aa NUMBER OF 14 _ _ . Ex. CURB ~ GUTTER END SECTION ~ RIP RAP. N0. OF LOTS: 1 EMPLOYEES:
of otential surchar a area. 9 report for clarification p g I Land Surve or for bounds data. ro REMUN ~ MAX. NUMBER 150
motion is shown for reference only. ConsuN Professions y ry 35. Boundary lnfor oved are not to be disturbed. They are to be protected ZONE: OF CHILDREN: ~ q~ ~ fa1T>ER CATCH BASIN, DRAINAGE MINIMUM BUILDING SETBACK:
orked to be nm E$ I.L, s not m VENTUR rw(se all tree IC~HT noted oche McKN 36. Unless PIPE dt JUNCTION BOX BUILDING AREA: FRONT: ~ EXISTING: N A
from damn a by equipment during construction. dame ed g r existin utilities that ma be g ET ement o Y THE av M S of an g ATHA e ro air W. CH nslble for th Y P 201 SIDE: 15 PROPOSED: 6,105
37. The Contractor shall be reppo P ue to construction activity. Exercise caution. 11 PRO SPNI UP TEE, G.V. !k FlRE HYDRANT REAR: 20 TOTAL: 6,105 t 11
d s a 75 hose. A INA and buddin AROL erminin TH C n the 9 P NOR s duri 9 ARY d drawin P C 38. It is common for revisions to occur to the seals 9 g ' ' ate in ~ 5 W/BLOCKING ~pE STREET: 30
ecord in the A roved for Construction certific ( It onl Ions si ned and dated by the Engineer of R PP resu 9 of the 1000 Y P re and date 468 the si natu 19) Iso bearin ~9 EX JIREA LIGHT S.S. JC MANHOLE MIN LOT FRONTAGE LOCATION:
and date over the seal) and, if applicable, a g 9 addition to the signature a Ions will be considered the Approved Construction ® SETBACK: 75 Cln; KNIGHTDALE
local overnment authority reviewing and approving th p , applicable 9 ction. Work either staked or constructed from plans p v TEE & G.V. W/BLOCKING MIN. LOT S.F.: N A STREET ADDRESS: 1002 MULFORD CT. `
e Ions onl are to be used for constru ~ ~ 0 9 Drawin s. Thes p y „ be g " ature missin from the Approved for Construction certificate will N PROPOSED AREA TIGHT ~ KNIGHTDALE, N.C. 27545 ~
stamped Preliminary or with the sign 9 emediatin and correctin all for construction. The Contractor shall be responsible for r g 9 ~ ~ DENOTES STOP SIGN LOCATION ~ ~ COUNTY: WAKE ~
considered unacce table E P win s. A Lion Dra HILD Construe N C A roved g LEAR with the N lance W ar RO created b him, at his own expense, which may be at v PP conflicts Y imum buildin setback requirements with the building ' CONCRETE ~ DENO STREET NAME LOCATION STATE: NORTH CAROLINA
uildin Contractor shall be responsible to verify the min 9 14 39. B X 9 . BO g P.0 n c- PARKING INFO.:
inspections office before construction. ,
- a state ermined landfill. 782, to 2 site INA ed of off P ROL dis os H CA hall be NORT debris s FIELD onstruction P EN 40. All c 7 Q EX ELEC. uNE REQUIRED N0. 39 ~ 2 ~ f. V -M/~- CES: ,,~ri ~ ~ WATERSHED PARKING SPA a ~1t'` a ~ ~.•''~ESSI . ~ %
er to be res onsible for sign permit and sign placement. 41. Own P r inated with Develo er. '1075 coo d P 445 ile shall be (252) . F TYP. PARK 51ZE: 8.5' x 18
42. The location of the topsoil stocky „ to be 24 . Minimum bu round electric is to be 48 . Minimum bury on Cable TV is ry . NF, _ PRO.~UNDER-GROUND , Q < REGULAR: 37 of ELEC SEA "
43. Minimum bury on underg on Telephone is to be 36". tat least 1.50 feet Y A . z ~ ~ ~ • - ~"'CN HANDICAPPED: OUS AREA: 2 ~ ~ 842 PERK "VAN ACCESSIBLE" ~
- n- rode finished floor elevations shall be se AIQTHQR1ZATi0N'i1~0 CONSTRUCT IlYQ'BO 44, Unless. shown otherwise on the plans, all slab o g ide of the lot -ss-- EX. SANITARY SEWER ~ 41,746 Sf. 62.279E o
elevation curb is defined as the curb located on either the front ors , above the hi hest top of curb ( , g e is the Buildin Contractors responsibility to work to assure positive '•.F ~ OTHER: N A ° i,~ ~ IMPERVIOUS AREA: TOTAL: 39 N
' her . On-site lot drainag 9 1PARTI -ReeerAatNe?~ll¦eelCrjtlierlAe~ltta7Agmc[a whichever is hig ) of diversion swales or surface %er ~o -W-- EX. WA1ER PAIN ~N~~ ~ ' ~ ~ 25 289 Sf. 37.73 % a
and awa from the foundation of the building through the use drainage around Y Wad gp~ per; lltiradt # llwe Date, ys' a o AREA DISTURBEp 1.71 Ac. WAKE COUNTY PIN: 1754145585
drainage. dro of 8 inches below the finished floor elevation. Do not place ~1~ I~t"fl 0 3
45. Maintain a minimum exterior grade p e rode elevation is raised 1B~deeaio~ Fiamit# L~eDete: he foundation of the building in such a way that the outsid g WaColladon5yetem landscaping fill against t _--950•--•- - EXISIINGCONTOUR Review PUT" ~ N ' LY P~
hi her than 8 inches below the finished floor elevation. , g ~~p ]l~tt# ~ a 0
950 PROPOSED CONTOUR o
iPART II - Mlhsri 1e c..~.d w a
f'~~Vl~~lt~r~d~ U
'DOWN0FI0~1IGHCDALE 95G.oo EXISTING GRADE BY: CAD: a x N0. Q DATE DESCRIPTION. o i
gy. Dom: ~1 6-21-04 TOWN COMMENTS P.W.S. M.G.Jr. J
950.00 PROPOSED FIIOSHED a 0 GRADE ~ 04-21-05 DWO COMMENTS P.W.S. M.G.Jr. o
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CONSULTING ENGINEERS, P r
TR TURAL ENANlEER8 ~ CIYL, MUNICIPAL A 8 UC
s_. tNlNIIY! ~lViA01~NTAL IIRYICl1 OO~R
. ~ ~ ix ca•ttcted is Accxrrdtnoe ~ E a
These N P
OOtI Wail tt10 8p~$C6ti;t1213 Of ti1C TOIYII Of iRni l~Nl~b C
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caff9 that the Slaadod 8pedfiabm tLe Toms of Ton of N
t' to tbit IW KaWmak have bm d dwcW and found to be applicable Kt. An ° ° '[OM Of
ewq*m to the appliable Tom swxbi* have bean peviooay approved by r wn of N
Xaipbldale and add oxoeplMint an dbom on Sho*s)_ dtbeee C~ C 7
P U
APPIAN CONSULTING ENGINEERS, P.A. PE 841 South Wesleyan Blvd. Rocky Mount, N.C. 27804 U
Phone: [phone] SEAL Date
Fax: [phone] Email: admin0appianengineers.com
World Wide Web: www.appianengineers.com

...•' 1-1
''3.,'
© Copyright 2001 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
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U O R D COURT op 9 1` I SHOTS do PROFlLES er man STA 9+4382 1 1 T 287.70
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a �� INV OUT 276.86 6 x TOP 284x67 ry---- -
\ r ,`.� s DETAIL 705.06, � \ w �' ` iNV UP 2133.50 -- - - �: r, . ' j. ti' / QO. 1\ ' ` ° N , 1
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\" \`�`� I 1 ` \ \ \ �\ -� _'-� ' \ - i t i� O 2.38X DETAIL 5.01 /
\ .\ \\ 11 Y\ , \ \ \\ \ \ �\ \ \ 283 - N I'll_ -- ---- - �� r r /
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\\ , II I I 1 \ \ \\ Ci \ \ p \ \\ \ /4 PRIVATE D A ,S 20 LF LEVEL SPREADER 9 , �, ` 'P yQ)• 1h top 287.014 -- 2jp _ 7 j /
`\ \ \. \\ \ � \ \ \ \ \ \ © /
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` \ EASEMENT 1 / hvf ?x0.85
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\\' ; I 1 \ \ \\ 1 \ Zt \ \ . \ e Q DRAINAGE EASEME - // / ( \ /
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`\ 11 � '\ \\ \` ` \\ \ A \ \ \ ` e� /, \ i N3.22'29"W 58 68' ex carr era ce \ ._NVQ, - , ' ' e� _\ \ A wr WA 4 I
EXISTING PROPERTY LINES TAKEN \ ` \\ ` \\ \ ,15k \ ` �� \ \ \ \��` - - \ '$ 5 z 4 \ ? _ Q 11 1 88 Q � ' Gap 1 46
FROM MAP DATED MAY 14, 2001 BY: \ `, \ \ \ \ m \ _--`, v' \ \ \I °'. Ss\ , ? ao- - - ''� •\y _ _ _ - c \ 9 Se� '' 2 i 5 YARD INLET 1 E\\`j' Gn' �/��
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DAVID R. DOLEZSAR �\ \ �i ; ' \ \ 1\. 1`" ee._ � .:NZebOy ,'` -2'9---N m �, - s / �1. '/ 65 LF DITCH O 2.69X BOX 4' -0"x4' -O" \`2
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Q,q„�\ ` \ \`\ ,?'."]` \:\\ \ \%` ) -- ` \� iiia'' ��/ \ t I , / rb, /S/ ''�
\ < ., \ \ \ a _ _ _ _ �_ '�'� \ -�="'K 2fly _ GRADE FROM PRO. FES TO EX.
\ : �� + .I/= �- _ex. 42" rqp- -_ _`\� _ -� -�' -\� a - - ' --__�- -- _.==__=====_- - -- . , ' /�j /'/ e, DITCH. MATCH EX• F/L ELEVATION
`\ ` 1111 / - \\ \ \ 2.1 MAX SLOPE
\ 1 �'';i /� y\ - \"w \\ \\ Q'' + \• 5 oa\'. 276. I 1 , r /// /
inv. 24" fes 272.8 4 . 'l' II // / \* \ t "�+ Q -\ 277 ` //� EXTEND EX 36" BY 8'. REMOVE
e 00 // �• \ \\ \ e+ oc51• STREAM IMPACT S-1 l do REPLACE EX FES REUSE EX
T ,��,' Q, // / , o,- \ \ \\ { ,) \ 'll INSTPLL OUTLET PROTECTION _ i --- 1� ' ' / /� CONTRACTOR TO TAKE CAUTION DURING REGRADING OPERATION.
t-2-1... I . j / 2� \�o� \' Spa .�Yh`' \ AS SHOWN 9' FES x 26 -- 7a__ - r ' ,r / t FES IF IN GOOD CONDITION.
A I , \ ��%` \'(C'L\•.. \ LONG '.,29' MADE. USE,, m ?� '--_ ', �� /'T°a PROINNV FESV FES OUT274.13 A PROPOSED GRADING LOCATED WITHIN NEUSE BUFFERS. DWQ HAS
These plans are for bidding purposes only and I �` ` _ '
ex cb 1 \ \ \\i'"�` /\ \\\\ CLASS I RlP RAP (Do=22 1;0_--�, , - , // / BEEN NOTIFIED AND PERMIT APPLICATION SUBMITTED. DO NOT
are not to be used as Construction drawings rap 27s.oe \ \ MIN.) AT DEPTH = 36' ::.-- / / DISTURB MORE THAN SHOWN ON PLANSIPERMIT. CONTRACTOR TO
unless initialed and dated as approved for inv f/I 373.08\ \ \ A3 \ \ \\ \ \� - _ �' ., /
Construction below by the Engineer. s\ ` \,-\---\�\ \r i\ ` " "\~I 1,- '_`'-' / / ®ENSURE COPY OF PERMIT IS IN HAND PRIOR TO BEGINNING 0
* \ \ \ \\ '\ \ \ ` _ i _ `'`-'a3-.- - /// CONSTRUCTION 7
Approved for Construction: �\ o /' 0' 4- \ \\ r` \ \\ \, -..Q ___ `8--'' /'//
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Date: \ \ , � -z� "� ti"i \ % \\ \ \ IgE � '
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BOUNDARY DESCRIPTION SHOWN �� �\ '- `\\ ' I \ \\\�, - tap 2�,�
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top 279.08 �'\
`\ 4_ \ \ \\ '�\ (70� �r ' %' r /6 / 'IS NOT FOR RECORDATION. �'� `� 2'4.5$ I \ \ 19 , -1 \ /
Io \\ \\ \ ,' \ \ \� -� \ \ ,' I / f / McKnight office center
I x \\ \ \ \ \� \ \ \ ` ; I _f / Use: rjpkd Office
Km htdole Apartments, LLC ro \\ \ Q� \ \ at\. \ \ ''' i / \,\ Zone: OP
RECORD DRAWINGS= Use townhouse Apartments Imo` \♦ \\ \ \ \' ; /' \, DB 06481, py 1193
These drawings are believed to be a correct Zone: RMr 1 4, ` \\ \ \ "I 4- \ \\ I \ \ I t ; / \­'\\
representation of actual field conditions but DB 0819J, pg 1665 I \ \\ r \ �\\\ r \ \ \ \ \
I/ \
are not warranted as such. I I \` \�� \ e$ \ \ \� \\ \" �` 1.\'\\
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By: Date: 1 I �\\ \ \ rP \ \/' -A \ \\ \ ' 11 I
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CONSTRUCTION SAFETY b'�� ?,° /• �� \\ \ \ \\\� \\ \\ \ 1
These drawings do not contain the requirements for y' ark�9 \\\ �\ \ \\ \ � \ \J r /I/I
job safety. All provisions for safety shall be the sole
responsibility of the contractor. / ,i \\ \\\ �� \\ \\\ ��\� \ ''k ol.6� /-0. 1
a \' A / /
EXISTING CONDITIONS � \\'� , �\ \\, , tiQbry \ti'e�^�/�'�'
The contractor shall be responsible for reviewing all \` `\ \ ,\+ I.__- �` /
existing job conditions. Any adverse existing conditions \ �h' \ �N'z--t-�•�s�
affecting work shown on these drawings shall be REVIEW BY THE TOWN OF \\ ;1 \
brought to the attention of the engineer for possible KNIGHTDALE CONSULTING ENGINEERS �� \ :' \ e9}
clarification or reconciliation. \\;\ \\ \� `� /�
This design has been reviewed for the Town of Knightdale by \�\ \ \ \ fly
ADA AND LEGAL DISCLAIMER the undersigned -consulting engineer of the Town of \\\�f* .,0� 4_ '
II K i htd I d to the best of m knowled a and belief it �" \ �' //�:
This document is not represented to comply with a
requirements contained in the ADA or other laws.
n g a e, an
conforms to the
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document reviewed by his attorney to determine
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EMERGENCY SPILLWAY ELEV. 283.75 ,
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This document is not represented to comply with a
requirements contained in the ADA or other laws.
n g a e, an
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requirements established in the Standard
\/\ :'
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Engineers are not licensed to interpret laws or give
Specifications of
the Town of Knightdale.
\\ \
\ .' //�/ ' SCALE: 1" - 20'
\�
advice concerning laws, the owner should have this
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document reviewed by his attorney to determine
By:
Date:
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legal compliance.
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
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ENVIRONMENTAL SERVICES
- ROCKY MOUNT: -
841 SOUTH WESLEYAN BLVD.
ROCKY MOUNT, N.C. 27804
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© Copyright 2C01 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for o particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or oth
duction or other use is allowed without his permission.
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CIVIL, MUNICIPAL & SEE LANDSCAPING
PLAN FOR STRUCTURAL ENGINEERS
a P COMPREHENSIVE ° LAMING LIST ENVIRONMENTAL SERVICES
• ~ ~ • ~ • ° ~ - ROCKY MOUNT: -
9 841 SOUTH WESLEYAN BLVD. ~
~ e ROCKY MOUNT, N.C. 27804
S8' BIORETENTION PHONE: [phone] ~ AREA LIMIT FAX; 252 972-7638
~ ) 1 m •':~~''''si~'*. SEE LANDSCAPING -
WORLD WIDE WEB: • GROUND COVER OR PLAN fOR ~ ~ www.appianengineers.com
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EXISTING PROPERTY LINES TAKEN FROM MAP DATED MAY 14, 2001 BY. HMI- - =1 =1~I=1~I=1i I ~ 1=II==-=-_ ~>;',~i~,;,~,;:;~~; _ lip. ll_ I .,III_IIHI~ III_III_II~-
DAVID R. DOLEZSAR PROFESSIONAL LAND SURVEYOR < 1o rR. ELEV, 283.41 11~-III=III-111- , - ~ii,!~~~~/i• ~i ~i~~r~. _ MGM
5217 EAGLE TRACE DRIVE . ,A , ~~A~•~A BOT ELEV. 283,00 -1 ~ I-I I ~ ~ ~
RALEIGH, NORTH CAROLINA [phone] (PHONE) ~ , CANTING SOIL ~~ij~~/j%;%j;•;,.
[phone] (FAX) / % i
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YOU DIG ° CALL TCLL FREE -11I~ I I_I I I I I i~ I I~ i ICI I_ I I I I I I~ III I I I I ~T IN-slTU MATERIAL
1-800- 1 i -11 „ I~ I I~ L- 1'f -1 I I~ ~ N ~ N
632-4949 NORTH
CAROLINA ~ ~
ONE-CALL CENTER SEC - " TION A A ° ~.r ° N
These plans are for bidding purposes only and d O
are not to be used as Construction drawings ~ ~
unless initialed and dated as approved for Construction below by the Engineer.
NOT ` ~ SCALE REV. 04-05-2004 ~ 0
Approved for Construction: n o
Date: w
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BOUNDARY DESCRIPTION SHOWN Q O
IS NOT FOR RECORDATION. I w J
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RECORD DRAWING F
These drawings are believed to be a correct Z I
representation of actual field conditions but O O
are not warranted as such. V O ~ ~
By: Date: x
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CONSTRUCTION SAFETY . These drawings do not contain the requirements for E
job safety. All provisions for safety shall be the Bole
responsibility of the contractor. ~ 1 ~ U r
EXISTING CONDITIONS ~y ~ L
The contractor shall be responsible for reviewing all Q3 ~ o ~ o
existing Job conditions. Any adverse existing condition: affeoting work shown on thee• drawings shall be REYI~W BY THE OWN OF d~ ~ h I
brought to the attentlan of the engineer for possible KNIGHTDALE CONSULTING ENGINEERS ~Q ~N .c N~ta1d: I ~
.~,..:~,~,.a;,.......e,.,...,.~~:..~~,.., n Yind
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This design has been reviewed for the Town of Knightdale by 0 Oi ~ V) N y a c
ADA AND LEGAL DSCLAMER the undersigned-consulting engineer of the Town of UIM : Z a w W I-- W N
This document Is not represented to comply with all Knightdale, and to the beet of my knowledge and belief, It requirements contained In the ADA or other laws. conforms to the requirements eatablietied in the Standard O 'ZV1 ro 4o0-Q
Engineers are not licensed to Interpret laws or ive Specifications of the Town of Knightdale. QtiVaU N
advice concerning laws, the owner should have his document reviewed by his attorney to determine v 98-000 C E
legal compliance. By: Date: D-0000 6
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c Copyright 2001 Appian Consulting Engineers, P. A. These drawings have been prepored as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or 'production or other use is allowed without his permission.
AL N TES NR 0 EE
1. Location and to o ra hical information was taken from an actual field survey performed by Appian Consulting P9 P Engineers, PA dated March 1, 2004. Reference Datum is MSL. I
2. Storm drainage pipe if shown, is to be Class III reinforced concrete meeting ASTM C-76, latest revision.
All materials, construction, workmanship shall meet the Town of Knightdale Standard Specifications and Design.
4. Contractor to refer to Geotechnical report for guidance in sitework, if available. 0
All concrete is to be minimum 3000 psi at 28 days, air entrained except dumpster pad to be 4500 psi, unless 0 I
w' noted on the Ions. other ise p d~ O
6. All signs, pavement markings, and other traffic control devices shall conform to the Manual on Uniform Traffic z
Control Devices, latest edition as amended, and era the Contractor's responsibility.
7. The Contractor shall be responsible for all work zone traffic control in or adjacent to NC001` or Town
ri ht-of-way. All methods shall conform to the Manual on Uniform Traffic Control Devices (MUTCD) and NCDOT 9 standards.
8. Contractor shall saw-cut to provide smooth transition at tie-in to existing edge of pavement where opplicable. U
9. Contractor shall coin I with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued PY Q L~
by AGC of America, Inc., and the Safety and Health Regulations for Construction issued by the U.S. Department of W
Labor. Q
10. Existing utility locations shown, if any, are approximate and shall be verified in the field prior to beginning Q
work. Contractor shall contact NC One Call Center at 1-800-632-4949 for locations of existing utilities prior to O W
beginning construction. 11. All disturbed areas shall be landscaped and seeded within 15 days of completion of construction. J Q
12. On waterlines, "Megalug" joint restraints may be used in lieu of concrete blocking at fittings normally required F-
to have concrete blocking. Verify acceptability with Municipality before employing for approval. C7 -z
13. Re ulatory signs (i.e. STOP, etc.) and street name signs shall be manufactured from high intensity reflective 9 Y
materials. Street name markers shall be provided per local municipality or NCDOT requirements. D
14. Lot dimensions shown are approximate.
15. When clearing right-of-way or easements, watch for tall young slender unbraced pine trees that could fall into , - - r construction is coin lete. Brin to the attention of Engineer for resolution during clearing
the right of way afte P 9 operation. C~~ o M4~L~~4~ pdQ~ ~
16. An relocation of existing electrical facilities will be at the developer's expense. Y ° ° ° o ° D ° ° ° pL~Q~ D o 4 DG~Q~~IQC~C~ ~ C~ ~ ~ c~[~QDOMC~ ~ ~ 0 C~
17. All fire h drants shall be set to height per local municipality. Adjusting fire hydrants to grade is considered Y Q~~1~~1C~ ~Q[~~ pG30G0 ~C~ ~ ~C~~
incidental to the cost of the fire hydrant. °4 ~aI~D~C~ap0~1C~ p~af~
18. Pro ert is NOT located in a FEMA mapped flood area or Flood Hazard zone. The flood insurance rate map for P Y C~L~ ° o ° ~ D ° o o ~'G°~OL~ G°~L~Q~I
the area is 37183C0388E. 0 0 0 [~`~Q~'~0~1 C~Of~ ~G~ ~~O~l ~ ~C DD~ilf~ ~C~ ~ 0
19. Owner is res onsible for determination or discovery of existing underground storage tanks (UST}, septic tanks, P abandoned utility lines, graves or cemeteries that may exist on the site. ° ° 0 ° O D ° o ~QUC~ 0 0 0 r~i ~ DC~~'Q~~~ ~~0~] C~0 0 C~C~ C~ Ca0
20. Contractor shall exercise extreme caution when working under, around, and/or adjacent to existing power lines. C~ C~G~0~~0~] C~0 0
21. sitework handica signage, surfaces, grades, pavement markings, etc., to comply with ADA requirements. P
. Contractor will be res onsible for rovidin ail pavement markings in his bid. All lines are to be 4" white 22 P P 9 ° 0 0 ~0~~~ C~~ ~ C~0
unless otherwise noted. ° ° o ~p o DC`~QOL~~ o~~ ~o~~~a~~ o ~ ~
23. Site Contractor is to assume responsibility for all water and sewer utilities from a point 5' outside of building to ° ° o o ° ~'Do(~ DC~`~G°aOL~~ o o o ~o~~~~~Q~~o~~ ~o ~
oint of ublic connection. ~ _ P P lumbin is to meet the NC State Buildin Code Volume II, Plumbing. 24. All site p g 9 F ~ tai ° e 0 D ° o DC ~Q~L~~ o G~~`~a~C~~'DO
e forms are ins acted and a roved b the ro'ect en inset and the Town ~ ~ i , 25. Do not our any concrete befor p PP Y P J 9 , ~ es w p C~~C~Q~IC~OM~ C~0
ins actor. Failure to do so ma constitute removal of work performed at Contractor's cost until made satisfactory ~ e,~°=;~~'_ ! ! ` ~~r' P Y ~ 4 r.,, ~ 0 o a DQL~C~ ~~I Q[~DQG~ ~ ~OM~'la Ofd 4 C~C~ ~
by the Engineer and the Town of Knightdale. ~•S~r- ~ ° D ° D ° G°~D DC~'Q~~~ 0 0 ~l`~DQ~C~ ~~Q[~DQ T ~~l 0[~ CMG ~l3 0
n control ermit has been a fled for. No work shall _ r~e~ ~ ~ _ 26. Site disturbance is more than 1 acre therefore an erosio p pp ° a D ° ° D ° ° D DC~'G°a~~~ o ~~Q[~DQQ o I~[~~~a~DQC~C
~ ' n control ermit has been obtained from the review a enc . All ` begin on site until an approved copy of the erosio p 9 Y ,J~ C ~l4 T0~~1 OCR
. dditional erosion control items that are installed that are not shown on the plans, shall be approved by the local ~~H~ + a order to a rove for a ment. Items not a roved will be installed at ~ agency or the Engineer before Installing in pp P Y PP o~ D ° ° DQ[~D DL~4Q~C~~ 0 oG~ G~[~~C~~14DQL~C ~~Q(~
I K aia>+ J the Contractors expense. ° ~ o ~OC~a40~1~ pC~Q[~ C~f~
vide handica ram s as shown on plans. F 27. Pro P P Id an ~ ~ 3
28. Contractor she?I watch for an otential upgrade depressions adjacent to and behind proposed curb. Shou y ~ ~ ~ ° ' ~ Y P <r. w. i ~
vide ositive surface drains a over to of curb. be detected, fill to pro p 9 P curb avement and " 2 3
wet is to be laced under round, and shall be installed, if possible, before p $~_l.. 29. Electric po p 9 ' d curb until under round 4 i.~ OFF-STREET PARKING CALCULATION X IMPERVIGJS CALCULATION
seedin of adjacent area. Coordinate with utility agency. Do not seed and mulch behin 9 LOCATION Q ~ 9 1 ~ ~ ~t Per Article 13 Table 13.7, Use No. 4.24) Total Lot Size. 67,035 sf
electric has been installed. Coordination of electrical placement sh,11 be the sole responsibility of the Contractor. , w' hin a Watershed Protected Zone. ~ ~ s This site is no located it I "°RTM USE REQUIRED PROPOSED Existin X Im ervioue: 0 X
and shaded as such eve been confirmed by the NCDENR to be located within _ ~ 3 . The streams shown on e p an r ace S uare Foota e X Im ervious S ace Use Use No. Total Spaces Su f P Child Day 37 Regular Spaces
' 17ce within these buffers. ~ ~ ~ the Neuse buffer. Unless permitted, no construction is to taste p " " Off-Street Parkin 11283 25.78 6 Child 150 25 1 9 Care Center 2 Handicap Space
. Existin or new o arable Manholes or Wetwells qualify as confined and requii'e~ii'ance with OSHA Confined I, 32 LOCAT g P Cher a licable a ui ment and or devices a KETCH ~ 1 Staff 14 14 ATION S 2.a4 ~OCi nd buildm >901 Sidewalk arou g
e uirements. Certified a ui ment, roper notification and o pp q p / NOT TO SCALE Access Entry r q q P P IT TO SCALE d Buildin ~ 105 9.11 TOTAL: 39 39 Pro ose
ma be necessa to rotect workers, after system is operational. hydrogen-sulfide gas build-up or an r„~ y ry P Total '~~,289 of 37.73 ~ 1. Handicap space requirement meets article 13.5.15.
otherwise ox en-less environmen ~ ~ ~ , Y9 " „ al ~ to meet ADA Ouidelin~ ~F.,,alldings and Facilities as detailed in Feder 33. Aii handicap ramps ore A~ 2. Loading Space not required per Town of Knightdale Planning Department.
Re ister Vol 56, No. 144 dated July 26, 1991, rules acid regui~ations activated January 26, 1992. also refer to g - and Facilities Accessible To and Useable b the
North Carolina State Building Code Volume 1 C, Making Bui~ Y C' UT1LlTY SYMBOLS SITE INFO. ATE PLAN LE
Ph sicoll Handica ed", latest edition. Y Y PP rode level. See biddin notes s cs or soils DRAINAGE PIPE, FES FLARED TRACT ACREAGE 1.54 Aa. NUMBER OF
4 Contractor is to bring building pad to within 0.1 foot of the subg. g pe , EX. CURB t 6UT1FR ~ EMPLOYEES: 14 - - - - - - - - - - TO REMAN END SECTION) dr RIP RAP. N0. OF LOTS: 1
rf for clarification of otential surchar a area. ° ° Q ° repo P 9 8 ~ MAX. NUMBER 150 ZONE: OF CHILDREN:
3 . Bounds information is shown for reference only. Consult Professional Land Surveyor for boundary data. ry be removed aro rot to be disturbed. The are to be protected 36 Unless noted otherwise, all trees not marked to Y cu¦ ~ ' DRAINAGE MINIMUM BUILDING SETBACK:
T RE LLC VEN U S NI HT K G Mc from damage by equipment during construction. ~ PIPE dt JUNCTION BOX BUILDING AREA: FRONT: 30 EXISTING: N/A
e Contractor shall be res onsible for the repair of any pavement or existing utilities that may be damaged 37. Tn P BEET AM ST HATH W. C 201 - $IDE; 15 PROPOSED: 6,105 PRO SPILL tP 1EE, G.V. ~ FlRE HYDRANT REAR: 20
onstruction activi Exercise caution. ~ due to c ty W/13LOCKING TOTAL: 6,105 I'' SIDE STREET: 30
occur to the sealed drawin s during the permitting and bidding phase. Asa INA 27511 for revisions to g N RTH CAROL Is common " ARY 0 38. It Ci
nd dated b the En sneer of Record in the "Approved for Construction certificate (in ~ result, only plans signed a Y 9 and if a licable also bearin the si nature and date of the 468'1000 e over the sea , 9 9 (919) E% AkEA UGHi A~~O 8' S.S. ~ MANHOLE MIN LOT FRONTAGE LOCA110N: ® SETBACK: 75 qTY: KNIGHTDALE
addition to the signature and dot ) PP e local overnment authorit reviewing and approving the plans, will be considered the Approved Construction applicabl g Y ens
Drawin s. These Ions onl are to be used for construction. Work either staked or constructed from pl o 0 9 P Y " " p Q ~ ° TEE do G.V. W/BLOCKING MIN. LOT S.F.: N/A STREET ADDRESS: N PROPOSED AREA UQIT 1002 MULFORD CT.
" the si nature missin from the A proved for Construction certificate will be 8 stamped Preliminary or with g 9 P. DENOTES STOP SIGN LOCATION KNIGHTDALE, N.C. 27545
considered unacce table for construction. The Contractor shall be responsible for remediating and correcting all P COUNTY: WAKE ~ • - , . CONCRETE ¦ DENOTES EET NAME LOCA110N ~
ma be at variance with the A roved Construction Drawings. ~ - ARE e which RN HILDC ex ens PP LEA C at nIS awn R W N him Y 0 db G conflicts create y P STATE: NORTH CAROLINA a
39. Buildin Contractor shall be res onsible to verify the minimum building setback requirements with the building - g P X 914 P.O. BO PARKING INFO.: _o
inspections office before construction. EX ELEC. ~ s ~ REQUIRED N0. a ( ~ PARKING SPACES: 39 i
40. All construction debris shall be disposed of off-site in a state permitted landfill. 27823 A LINA RTH RO NO C ENFIELD 41. Owner to be responsible for sign permit and sign placement. ~ 1823 TERSHED ~ , WA c : •oFESSr TYP. PARK SIZE: 8.5' x 18` a
42. The location of the topsoil stockpile shall be coordinated with Developer. " 445-1075 . , 1252) PRO. UNDER-AiQI1D ; Q~ 9<'. ~ FIECCTRIC REGULAR: 37
43. Minimum bu on under round electric is to be 48". Minimum bury on Cable TV is to be 24 . Minimum bury ry 9„ - SEAL • - HANDICAPPED: ~
on Telephone is to be 36 . 8421 PERVIOUS AREA: I 2 "VAN ACCESS BLE
ss shown otherwise on the Ions, all slab-on-grade finished floor elevations shall be set at least 1.50 feet A>IJTgpR1ZATTpN'~'000N5IRUCTDyIP`ROVEMLNTS 44 Unle P -ss-- EX sArNTARY s:1ER 41746 Sf. = 62.279E i 'FNG EE?• • ~ OTHER: N/A ~ I N , l~, .
ve the hi hest to of curb elevation (curb is defined as the curb located on either the front or side of the lot, - abo g P ~ to assure ositive ~~i~ IMPERVIOUS AREA: TOTAL: 39 °
whichever is hi her . On-site lot drainage is the Building Contractors responsibility to work P PARTI -RscordelPa~idb6wdl t1M6erRe~s1~ g ) >n A drains a around and awe from the foundation of the building through the use of diversion swales or surface , - ~4~ r ~ . - 7.73 % ~ w EX WATER YAN p~~rnnr~s?~ 2 _Z, "d 25.289 Sf. - 3 N
g Y , drainage. Water Exte>~s. Peralnt A Leue Ilste: ~'ay AREA DISTURBED 1.71 Ac. WAKE COUNTY PIN: 1754145585 N `•"'i7"
exterior rode dro of 8 inches below the finished floor elevation. Do not place 45. Maintain a minimum g P ---------950-------- E)0511N000ITOIRt PU'p013@8 C~I 3
landsca in fill a ainst the foundation of the building in such a way that the outside grade elevation is raised Was~rIIetCdlecetonSy~emF.~oi~tia~ p~P~ 1~euel~;__ P 9 9 a
higher than 8 inches below the finished floor elevation. t.~ii lhstutbuig Pte: Pr~mi[ fl jrue Dante: I
- sso PROROSED o0N1DUR ~ 0 0 v
PART II - Adlbioriz~ a CrMnci . REVISIdNS ~ w
x 950.00 ElOSDNO (i1ADF RI TI BY: CAD: a NO. Q DATE: DESC P ON ~
TOWN OF KNIGflTDALE r
Date: ~y: Q 6-21-04 TOWN COMMENT'S P.W.S. M.G.Jr. Q _ •950.00 PROPOSED F1l51#D ~
tiRAt?E 12-29-04 TOWN COMMENTS P.W.S. M.G.Jr. J a
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T CONSULTING ENGMEERS, PA
:S'~ 5 CIVIL, MMCfAL ~ i?1pICTIAtAI ENGN~IEERI3 t" e
OOMPINI~NIIYE INUw01i~ITAL 1lRYICEE
bE COt~ttucted in al',e81da1100 with the Jo n~ ~ 'n'..u'6 3 ~ Q
drawings and with the 3tandatd Spot~fic~tians of the Town of Knrightdale. D ~
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L . P% =d* aw the Stud %wokatloes 0f dw Town at r W U
KnW@ft a bm been tbaca0b doW and foand to be apphabb to tbls project. All a FEB 0 1 200.
p , pion to $e spp?Jabb Town steuds[de boo bow pn wiw* sip ww by *0 Tam of t = e
lcnWomb std aid oaaaeptlo am The as ms(s) Qf &w da whW DENR • WAXER G~ if°' MgSTORMWAiERBWA ;t!
APPIAN CONSULTING ENGINEERS, P.A. PE E ~
841 South Wesleyan Blvd. Rocky Mount, N.C. 27804 Phone: [phone]A 1, U 0 O
Fax: [phone] DetC: U
Email: admin0appianengineers. com World Wide Web: www.appionengineers.com

©Copyright 2001 Appion Consulting Engineers, P.A. These drawings have been re ared as in P P struments of service for a porticular site or building improvement and remains the ro ert of the En i
P P y g Weer for use under his supervision. No reproduction or other use is of other use is ollowed without his permission.
11 'a } Il ~
1 l~ all III III sv 1 1, ~l 1 III I I \ 11 0 Ij III \ ,
I I^? ° l I III i \ / ri ilk ~ ! I it II I I p ~ ~ ~ ~
° I I I ~l ~ I / I 1 1 ° 1 ~ i 111 A PAVEMENT SECTIONS
I II Ill } I I Ill I I / I i ~ \f/ COORDINATE AU cooROIN Z ATE ALL ACTIVITIES WITH THE TOWN OF KNIgiTDALE UTILITIES DEPT. CONCRETE ~
4 II I I 1 ll / / TOWN EMPLOYEE I I ' Ii III I{ / / ~ TOWN EMPLOYEES ONLY ARE TO OPERATE EXISTING WATER VALVES. 4' 3,000 PSI ~ m 3 ~ 3 ~
I I I I I Ill ~ MAKE CONNECTI I I) II i I I 1 11 I l u A I FELD VERIFY LC MAKE CONNECTION TO THE EXISi1NG 8" WATER. ' ° AIR ENTRAINED S/W SECT. a a a a FlELD VERIFY LOCATION do DEPTH OF EXISTING WATER LINE. 28 DAYS
I I I I I ~ III 1 ` / / o ~ ~ COORDINATE W/ I I I I I II h \ "r r CAUTION: COORDINATE W/ENgNEER. CONCRETE z CAUTION: ENSURE WATER PRESSURE IS OFF PRIOR TO REMOVING PLUG BLOCKING! I u, r
4 Ill I I III l 11 I I,. Hester s. uc / / , g q' ENSt i I >i Use. US Postal Service / / \,r ~ N°I' w z
i 4 I~•--~--.L.~ I I I If ° zone: oP / s ~cg, I I i } , I I I~ III I I /i / \ N ~ / , , 2" SF9.5A LIGHT DUTY ° ° . • • • • • t,,,=( A PAVEMENT SECT. ~r~ r'~ I I
I VIII I I' III Ill ~~,I / ~ ; • ~ , 6° CABC ~ ~ ~ ~
I I ~ ~ ~ • , Ij W 111 I I III / / , • z z z z z Z. p w W W W
~ / ~,s' ~ d ~ ~ ~ ~
/ / 11 ~ III , , / ~ 1 / i~ / I I ~ I NEAVY tlUTY 3° SF9.5A ALL bIMENSION$ ARF TO - ~ ~ o o ~ , ~ " PAVEMENr sECr. FACE OF CURB OR ~ ~ o ~ ~ o
I ~ ~ } 3 \ \ ~ III Ill ` . 8 CABC W z3 3 3
/ \ ~ / III A EDGE PAVEMENT UNLESS ~ ° 0 0 0 0
i N \ \~----------iii,/ I ~.r ~ / e....t r .n \ NOTED OTHERWISE m W 3 ~ • Normon L Poker, ETAL N„
~ • • Use: Vaunt a a
3 \ ~ h ~R 1 Zone: OP ° ° v~ ~ DB 09404, pg f801
_ _ _ _ _ _ , ~ EX. IJGHT POLE TO BE ~ ~ _ i I I ex ~ ~ ~ _ _ _ _ _ _ _ _ _ - ~ RELOCATED ~ ~ u~.~ ~ ' 1-
I I top 2~ 29 ex. 30' c&g i PRO. 8" DIP W , FG ~ O O d' 0 0 0 'S~ R Z Z u~ ~ l I I
~ 50' PUBLIC R W inv //1 28?.30 1 I SAWCUT & REMOVE EX• CU GUTTER wafer main _ W••-..4.¦W ~.¦,~„W ~ ~.Mr f' U) N ~ rn of rn • Q Q p N O O N
I ` I h _ - ^~verily lorotion, size & deP my £ 1/ . F I o I N ' SO'38'2"E 144.79' ~e fO
I t- EX W.V.----~.1 ----CFA-~'+58:9~----------------X - - _ ~ _ - 1 II° _ _-~,r--_`" CAUTION! o ~ " ~ 4
UG. POWER do UTILITIES ~ 2' TYPE "K" COPP (1) 18' JT. 8" D I ~ ~ } - - " PRO 4' CONC. IN THIS AREA. FELD ~ ~ W RUST C i \ , _ _ top 284.28 1 ~ VALLEY GUTTER _ ; DOMESTIC WATER ~ s W ~ V 1) 18' JT. 8 DIP PIPE W~T1iRUST COLLAR ~ 6~ ~ ~ ~
A VERIFY W C i 1 I rY Inv f/I 281.39 ONE CALL ex. 30" g ~ 8x6 MJ RE CLEARING LIMITS / ~ .3 a o a a a 1 8x6 MJ REDUCER 2 0 l; z ' LIMITS OF DISTURBANCE m " " ¦ • . ¦ , , , , , , • " ~ s
\ t ex.8"water_,dJ-_ - ___________~=T _ - 1 FH ASSEMBL 1 FH ASSEMBLY ' " . " "
6 _ - 1 . - - 1" WATER METER W E1ER B ° I 11 1 o-- _ - , ~I . , = 7 • : - 1 PER TO ~ OX u. ` _ s ~ WN OF K , •.r.,.........
1 1 ~ ' ~~%r. NO'38'2"W 194.99' OT : ~ ..t ~ : ~ . ~ . • 6~ - NIGHIDALE DETAIL 6.03 I 1 y 1 QF ~Iti Atr ~ _ A.,-~->r•. ~ : E in ~ -PRO ASPHALT- ASPHALT- . ~ i N1~39. 20' mbl / , ~~2.
II I i / 1 ~ ~.NO'~8'2"~l 13'9.11 ~Q N038'atiW 35.88' ° ~ ~ ' a• _ _ _ III E'~' / / ,~t5 Qo Il _ ~ _
I I 5f ~ . _ ~ " • it g~'oP I "".~i¦i ''L' • S 2. i ¦ ¦ ¦ ¦ a~
II 3 I '1 , SIGHT ' - . ~ ~ , . - _ ~ DIST. ESM T • • w ~ r, " D - T 1 I ~ ~ !
II 1 i•1 I` DIST• E5M'T_ : ~ b SIGH ? , ¦'~'f( Ot ~ ~ V C / I III I I 0~ .1 ~ r' ~ : ~ :26 •ra m ST ESM, ~ ~ '
I I U ~ i' ' r II I I b PRO 4' CHAIN LINK FENCE ~ P ~ 6~ ~ ~ CONSULTING ENGINEERS, P.A.
II Ix III 1 ~ ~ - . r---t--------------------- - - - a - ~ CIVIL, MUNICIPAL 8c
I w I III 1 ' .q i•o i - - - - - - II ° ~ I I ~ x I II 1 I I " 1~U o o ~ o ' ~ : • ~ -PRO:HD. ASPHACF= • : . II ~ •w I I 1 1~ ~ ; ~ : w~..:::::::: • ~ ~ ~ STRUCTURAL ENGINEERS
I : ~ II Iw of I I 1 ' N G> ; > U JO' m61 Q do p'~'~ i / COMPREHENSIVE
III I £ VIII 1 EI 1 ~ ~~y~r ° ...........na .g~.....' . . St•E~~ ° I II I ~Q " ; ro 7 SPACES o , ; ~ : , ; : , • ; • ...'h~: a{'T DI EsM S~v~ d e Pc~~ ENVIRONMENTAL SERVICES
g E ~ ~ III I I 1 Sty .Q, : 0 8.5'x18' N • w W . . ' ~ ' . ~ pEC ya b III III I m1.N h ~x DECO a~i% o. - ROCKY MOUNT: -
Q Qh~ ` I III 1 I 1 : I - aU? •2• ~ ~ ~ a 11 I 1 1 k`t^ ~ ::::.I Ulm y .:.,.,.,.ir., `2 / 841 SOUTH WESLEYAN s BLVD.
° m . 1 1 11 1 ~+1.2 3 I, GQ' . I 11 ~ 1 1 tl~ R I~:::. ro0 P ~e 2 3' MowER -PLAY AREA - ~..~i ROCKY MOUNT, N,C. 27804 11 250+ SF. ~ ' ACCESS GATES ~ i~ m~ PHONE: [phone]
ag I 1 I 111 1 I~t ~ is SQy+ f:'.... - ~'r~.. ~ ~ FAX: [phone] ~ ~
a~ ro 1 Ill 1 ;i . - i::;:::~:~:~:~:~:~:~' b~ ,.w.:.~. J. ~ ~ -WORLD WIDE WE6: -
o y I 1 I I iI 1 >1 -PRO ASPHALT- ~ 1 ~ 111 1 , , ~ ~ 9.25' ~o d :~P :P'' S ~ www.appianengineers.com , ~ .
•t 1 111 I ~ ; a. G.•.::~ ,?d'.•~ admen®appianengineers.com ~ ~ ~d..•
~ 111 I I 1 1 11~ ~ r> 11 ~ ' ~c ' ~Z,:.: y A G ~~s~ CURVE DATA TABLE
I ~ 1 1 0 , ! ~ L31 6 , ti 111 ~ 11 1 1• 1 ~ ~ ®1 ..•a CUR - • / •VE LENGTH RADIUS CHORD BEARING CHORD DIST. DE
111 1 1 U 1 1 iv! 11 1,, s;~ ,ye• ~ ~ ; •:~::~:••~:~,h.:.:':. 111 ` 1 11 1 1 o iZ N, 11 B ACES 1 ~ ' OR 1 ' i ~ . ~ ~ 2 164.36 345.00 ~ i~~,(~ N66'41'29"E 162.81 2T1T43"
~ 1 1 l 1 1 11 1 1 N UZ 1 ` 0 8. 'x18' ~ - ii~~l ~ti _•.••.3,•••.....••.•••43.21 ..••25:00,.,•• . 550'08'51"E 38,03 99'01'37" 3';..
I 111 ~ 111 1 y ,1 ~ c'•'•'~'':•:~:~~'~~~~~~~~~•'~•'~~~'~'~~~•~•~•~•~'.':•:~:~ CAUTiON . 1 11 1 1 ~n 1 1 ~ 5'R i~ ~ VN • '1~' 5 21.03 25.00 • S23'2T39"W 20.41 48'11'23" . i ~ P~ ~ 0
UG. POWER & UTILITIES iI I , 1 1 ~ t 1 o r-;-~ o ~ ~ ~ IN THIS AREA. FIELD 1 ~ I , ~ .1 .~6 ~ • : • . • : • :::_pR • ' _ h ~r'•' ~ •.~i 2 .•y`i- 6 120.59 50.00 N21'32'21"W 93.42 138'11' " ' ~ ~h 23 1 ~,i , ~
I 1 1 t. 1 0 #1D:ASPHAtT. VERIFY W/NC ONE-CALL 1 1 11 1 rn ~ . TYi'ICAL WHEEL BUMPER 11 111 1 ly j: 1~ li xl, ~ ~
s~ 11 1 1 1 1 1 ~ " 11 •1 SEE DETAIL 405.02 , ~ . ?
~ 111 ` 11 1 1 1~r 1 .r------------t j. , 1 ~ 1 1 Z~ CLEARING LIMITS / d ~ ~~f GAR i i ESSjO'•
x 1 11 1 ~ 1 L1MiiTS OF DISTURBANCE G~' ' ~ ~ ~ o H'• ~ PLAY AREA CALF ~ A~Q ~ Q~ 9' 9
1 1 w 11 1 • ~ y I a:~ ~ ~ P ~ 9 ~ ~ \11 ~ 1 1 , . I~JI 1 „1 11 1 ~ ,1 ~ e ~ fi~ • . • ~'R. A00. g• PQ• Ad~•yCy . / Recomb ed 4th parcel ~/1754f47460 Number of Children - ' 1 so = SE -
1 11 • X111 1 ~ til 1 ~ _ _ P¢ \ \11 x 1 11 1 1 + 11 .ATE EASEMENT 1 PRO ASPHALT ~ ~ ? ~ - - ~ INDOOR: 3 750 8421
\ w 1 1 1 1 > ~ SQUARE FEET REQUIRED 1 r f . ~ • R00~1 SQUARE FOOTAGE m FN E~ • ~
~ x+. \ VE 0 REPLACE 1 ~ , .g \ 10 LF SIDEWALK W/ \ 1 \ • ~ 3'~ ~ ~ ~ . , ~ ~ Infant 34
\ 4" THICK 3,000 PSI 0 1\ • ` \ ~ •a w 9a. ~ 5.10 By y~,. ~,,;R i ~ f ~ ~ 1 Yr. Old 382.77 `•runf?u?'` 2.2 , v
\ 28 DAYS CONCRETE , \ 1 ~ ~16~~¢\ • : PRIVATE DRANiAGE \ ~ ~ ( . c'i'? ' ` ~ 1 toP 1~ 1 . ~ ~ ` •1\ T 3 SPACES •~l; ~ . Q" ? , . s!~ . ~ 9 d ~ ~ y ~ Old 570,06 ~II'IS) ~~WI 8
\ 08.5'x18 ~ 'f`r . 111 \ ty / / \,t ~ ~ , 1 \ , \ . ~ p,, ~ ;.y . , b ~ 3 Yr. Old 586.14 (~Yle'W r Yr
\ , 111 r - ~ ~ , ~ poses ONLY ~ 4 Yr. Old 1905.5
\ 11 / hS \ \ , \ ~ \ \ h N
\ ~ /cb 3 \ \ \ • `~i '1 2b: CO INV 45R ~ p? 4 ~9 ~ ` ' \ t 27tz68 \ ~ ~ \ •x 1. UTILITY \ DUMPSTER PAD k ~0 ~ (t, - • ~ • ~ / ~ op \ \ f A EAS~MFNT 276.50 , W^ ~~,,1~I TOTAL 3,789.50 -'1 /Ny ~~~e w
\ x, 1 ~ A ti SEA © ~ i , / / \!nv f 27381 . ~ ~ ~ SEE DETAIL 409. ti a.\ ~ ~ \ \ \ \ ~p . 4~ o fOR 11ANHOl~`--~ 04 r~ ,gyp. 6 rS' ~ ~ ~ ~ 11,250 S uare feet required 2 i ~ r~'• i
0 3 r-- 20 V° - •t~Y j ~ \ / 4.. \ L ~r, a ~ Pla round 11,250 r, r i
~ r, 6+• 1. 25 sf of floor area ar child excludin r, ~ P g bathrooms,
1 \ \ 1 \S' \ ~ ~ ~ ~ QVO .tea--sir=='=~=----- ~ \ i : ~ . hallways and other areas unsuitable for la in ~ ~ ~ , P Y
\ AV A ~ \ V\ V 0 ~ t ~ ~ ~ ~ accordance with
\ \ ~ \ \ \ ass \ 268 ~ ~ 0 ~D~Qg. ~ ~ A ~ 3~ ~ ~sf ~ r Article 12, section 12.2.1.1. / ~r ~ ~i~.33 ~ ~ ~ ~ i~ 2. 75 sf of encl
\ \ \ p ~ 13.3' ~ ~ ~ ~ .A? ~ ~ ~r used, well-drained, suitable outdoor ~ ~ i la area er chi
EXISTING PROPERTY LJNES TAKEN ~ ~4 'h~ /i ` ~ \ \ \ °~i!O• \ N3'22'29"W 58.68' eX. ~ e N FROM MAP DATED MAY 14, 2001 BY: \ G \ 1 0\~~ 1 ,55/ ~5~ ?0~?, / ~ r ~ ~ I P Y p Id in accordance with Article 12, ~ ~ I section 12.2.1.2.
DAVID R. DOLEZSAR \ \ m 1 ~ \ \ ss \ ! 2• Z S ' ~ ex cb 4
PROFESSIONAL LAND SURVEYOR ~ \ \ \ 5 c \ , ~ 5217 EAGLE TRACE DRIVE \ ~ \ \ J' '4 2 to m a \ 6 ~ pr / top 249.43 ~ k~v l/1 ?41.93
RALE \ ~ ` 4.. \ t7tl\ Iq ~ ~ O /QE G0~ I,r, j r IGH, NORTH CAROLINA \ \ _ \ d ~ ` of
919 676-0145 P \ \ EX. NEUSE RIVER ti ~1• ( ) (HONE) \ \ ~L \ ~ ~10 ~ / s [phone] (FAX) ~ \ \ `'0•~ ~ t A BUFFER ~ ex•ca ~~a 0 \ ~ ~ `'fi, ~ ~ f
\ \ ~ ~ \ iy\ .IL' ~ O, \ \ 1• DO NOT DISTURB! ~ / 111 ` \ \ \ ly ~ \ UTILITY TABLE
\ 3 1 \ \ \ \ / \ TYPE LE 11 ~ \ ~ ~ I \ TYPE LENGTH DESCRIPTION ~ ~ 0
BEFORE \ 1 11 1 \ ~ 'l9 . • / Water 4. YOU DIG \ ~ \ t~ ~ ~ - Y © I ~r / ~ ~ l l Water 470 ft. 2" TYPe ~K~ CoPPer l~ ; ~ i ~'ll ` , ° ~ - - , - - ~ ~
~ IiI \ \ w•~~ n \ I CALL TOLL FREE \ ~ ~ \ ~ `tn - - - _ ~ ditc / / / t~./i~ 8 1-800- ll l - L`- i•Z• - _ e ~ ~/,`i 85 ft. ~ i / I i _ - _ _ ~ ~ ' ' ~ - 8 DIP I ~ ~ ~ - - - ~ ~ ~ ~
\ ~ - - - - - ~ \ 1 632-4949 \ 'mm - - ~ ~ \ ~ \ 1~ - - - - Inv. 42 fes. 27203 ~F ~ - / y l 1I ~ ~ J 6 ~f'"' i 15 ft. DIP ~ ~ I ~ 1 ~ , ~ lI ( r , - I i - - - N
NORTH - - - - \ \ '1~ ~ i / Sewer 160 ft. 4 PVC Sch, 40 ~ Jr) ~ ~ ~ ~ ( ~ ~ ~ " . ~ ~ ~
CAROLINA \ I ~ \ \ \ \ \ ,1 ti ~~i / ONE-CA Y~ ` \ \ \ \ \ i d ~ % r / l/l \«7 r / M
~ inv. 24 (es 27287 / art \ \ h o . ~ / CENTER o / ~ \ \ \ ` ~~1. Q \ / U , 1 i ~ / ) ~ G9t / ~ .1 a ~ O
\ \ m ~ , / FIRE FLOW C. FIRE FLOW CALCULATIONS f I r I ~ ~ c~ ;i, , J ~ , ~ ~ N
These plans are for biddin u oses onl a 3 ^ \ + c ~ ~ ~ PER 9 P rP Y nd $ ~ !r* \ \ ~ a r / Qj ( TOWN STANDI are not to be used as Construct e" ~ ~ ~ ~ ~ m w i/r / - 0.5 ion drawings top 279.E ~ \ -i \ \I ~ a / , , F-18C(A) w ~ PER TOWN STANDARDS 6.02C) ~'r-~ ~ ! ~ ~ ( i i l
unless initialed and dated as approved for f/t 373oe\ \ \ \ Aa I ~ r// WHERE C=1.C G ~ i I r' , S~I~ ~1 - i i N - I[i( ~av i ~ ~ ( i-- l ~ ~4 ~ l ~ U NHERE C-1.0 for ord!na constructi ~ " ~ I
o ~ Construction below by the Engineer. , ~ \ \ ~ / / _ on. I ~ I ry .1111' it ~ ~ ~ ~ , ; ~ A-6105 sf. ~I mi .,.1 It ~ ~ _ FQ ~N I~
A ro ~ \ \ \ ` m ~ 1~/ F=141 pp ved for Construction: ~ ~ \ 1 a + / ~11pi,_., j ` Vii `ll I ~ - ~ / - - ~ I~ ~ ~ v F=1407 m x 1500© ~ ',~Ir' ~ ~ ~ - ~'r~ ~ ~ _
4, \ \ • \ ~ Date: ` ~ , \ , ~ /
~ /
iii" 1 \ / / BOUNDARY DESCRIp~ ` \ \ \ , ~ • ,gip. / ex cb s CONTRACTOR TO vERIEY MATERI I I~N SfiVRI~ ex cb ~i \ ` o. / TO VERIFY MATERIAL I~~, ~ i; r" / 'i) U ~ ~ m ~ ' ~ l~ i ~ xim W
rap 279.OQ \ ~ \ \ ~ \ \ _ _ ~ / roP 287.44 AND HARDWARE VMTH OWNER - f/1274.sa tE WITH OWNER '--~1. `r`..) -pc, it i ~ cc j _ I i ~ ~
IS NOT FOR RECORDATION. I \ \ ~ \ ; \ \ ~ - - ~ / rnv f^ 2,9.02 I O \ \ \ \ \ 1 / I ~ ' ~ ' i I . I A 'U, 'i ~ ~f o ~ ~ ~ N O
I x ~ \ \ 1 \ \ j / Mdfroght office center i ; ~ , I \ \ 1 \ \ i ~ ~ . > > > L- J r ~ i OB w
RECORD DRAWING Knightdole Apartments, LLCI \ \ ~ / Use.• rypicol Office ; I,~ I , i , I Use: TownhouseAportments I : \ ~ \ \\\1' \ \ Zone: OP ~ •I I 'I ~ ~ I i I ~ ~ _ ~ f' ,69.5 , i ~ t ~ S ~ I I~ I ~ r~\~l ~ \ o~ : ~ ~ ~ ~ \1177.38 a
These drawings are believed to be a correct ~ ~ \ \ \ \ \ \ \ ~ ` i • Zone: RMT ~ ~ \ \ ~ \ OB 0848}, pg 1}93 II \ \ \ I representation of actual field con I \ \ \ \ ~ \ i i ~ ~ ; I ~ ~ . ~ , a ~ ~ _ `sR~ ~ ~ z
dihons but DB 08193, pg 1665 I~ \ \ ~ I I are not warranted as such. ~ ~ \ \ \ \ I'il i _ i "E I~ z
I ~ \ ~ \ ~ ° i / , li i ) _ 1'1 r la h80.76' 1 ~ I ~ I ~ ~ J ,
\ 1 ~ \ I gy; I \ \ ~ \ 1\ \ \ 11 w Date: I V \V 1 1 l II I 1 1 cn f ~ ~ , ~ A~ ~ ~ V.
I~ ~ \ \ •1 \ \ \ I C u. ~ 4" ~ \ \ ~ I I ONSTAUC110N SAFETY ~ I I 1 ,
\ \ ~ ?4' ~ ~ \ \ 1 \ \ \ III i These drawings do not contain the requirements for i \ \ \ \ ~ A . ~ 1 I o ~ t;;' , , ~
job safety, All provisions for safety shall be the sole ~ I ~g / \ ~ t• \ \ \ ~ / responsibility of the contractor. \ \ \ ~ /
" \ s. ' ICI} - _ J , ;i ~ ~ ~ ~ ~ , ~ _ ~j ~ c, A ~ ~
• \ \ \ ~ r, EXISTING CONDITIONS, / \ ~ • ~ I , ~ ~ MV ~ u
The contractor shall be responsible for revlewinp all \ \ ,ir ~ existing Job conditions. Any adverse existing conditions ~ ~ i i i . °,i
affecting work shown on these drawings shall be ~ ti~~~-r~~~ ' I 1 a l 'I ~ ( ~ 1 - , ~ Q fn 00 /
brou ht to the attenti REVIEW BY THE TOWN OF \ \ ~ ~ _ ~ , s ~ ; 9 on of the engineer for possible KNIGHT AL CONSULTING ENGIN \ d' ' clarification or reconciliation. EERS \ I a
n I I I. , ~ i I ~ % ~ ~ fit. V~ J i I ~ w. ~ Q N7 1 ,.,,i~, ¦ f•~~ ~ ~ ~ I ~ w E
nl V '~ii:~;'rirw ~ s I 6;i l ! 1 ,1~'. . ~ ( ~ % ~ ~ ~ ~ ~ I ~ ~ N d' ~
finis aesign nas been reviewed for the Town of Knightdale by V) r N
ADA AND LEGAL DISCLAIMER the undersigned -consultin engineer of the Tow \ \ T his document is not represented g n of \ '01 TYPICAL DECC to comply with all Knightdale, and to the best of my knowledge and belief, it \ \ 0~ g. ~ilf. N ~~1~~~ h~ ~1 ~ v/~~~ ` ~~~~V~ tiew p1=Q~p a DECORATIVE
requirements contained in the ADA or other laws. conforms to the requirements \ / O! i a. - y (A S ? w -Z 0000 b V lil N 1-- Ill
Engineers are not licensed to Interpret laws or i e established in the Standard \ \ NOT TO SCALE FENCE DEI advice aren laws the g Specifications of the Town of Kni htdole. concerning owner should have this g SCALE 1 40' 0 zzz W DE DETAIL / N 0 3:D
\ \ \ i " a document reviewed by his attorney to determine ,z e o 20 40 50 60 70 80 ALE < ti a b Q I- I Cl U
legal compliance. By: \ \ II FH, Date: \ \ i 1 , \ 1 b dV ~ 10 G '
` I I -I i 98 000 E 1
D-0000 0 i
CE-1

(c Copyright 2001 Appian Consulting Engineers, P. A. These drawings have been prepared as instruments of service for a particulor site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other u lion or other use is allowed without his permission.
I! ! ~ o, ill i` III III{ ~ ~ `l~' ~ I I p ~ ~ ~ ~ I ~ ~ d U'• C9 C7 C7
,I~ a! I , I k~~~~l ~v~~/ n1 ~ r ° ~ I , I I i ~ - 5~ ~ I, ~I Il r ; I, ~ ~ 4~ ~ I ~ ~ U PAVEMENT SECTIONS ~ ~ 1
II h° o l ~ I ~I i ~ ~ ~ / - , i I ~ I ~ Y N N N (N
I ~`v II ~ I Ik \ I I i~~ ~ I i II ` i I v I. ~ ~ r v/ , I ~ 4 1 ~ \ \ I ~ ~ ~ CONCRETE Q- ~ 3 3 3 3 4" 3,000 PSI S/W SECT. a a a d
I I l ~a` III , t , I ~ / , / I II I II 1iI' I ~ ~ % < AIR ENTRAINED
I ~ I ~ /i ~ ~ ~ ~ ~ ® 28 DAYS - ~ ~ ' ~ ~ ~ ~ CONCRETE ,n x
II I I 1\ l' .,~\e p II III ~ ~ / ~ ~ f I W I ~ , a ucllr Durr
) o•I I , ~ III`, t i i h kester 6. uC / / v / ~ ~ ~ ' i a i a 2" SF9.5A PAVEMENT SECT. I I Rl ~T. cy a..
II~ I ' 1~1 iI / / s N ~ ~ N I I I r I Use: US Postol Service / 1~ J` ' ~ ~ f i• ' I I I I v , _ I I iI zone. DP / / W Nj~D ~ I ~ r~~` r" ~ s" cAec ~ ~
' ' - TA 10+00.00 ; ~ ~ ~ w w w w
/ n I 3 I I ~ 1 'ti,' ' I ' i I~ ~ p~// ~ ' ~ i i ~ r ~ ~ ~ T~7.14 i ~ Q ~ ~ ~ o d
•a~~ i1 ; I ` ~ I( {Y~ X17/ / / , ~ ' . i , • ~ ~C I I ~ I ; I n~i ; I ' I II h / ~ ~ ~ i ~ 1 3" S`F9.SA HEAVY OUfi1' ~ ~ v v o 0 , ~ ~ , i n...-,_ ~ I ' \ r PAVEMENT SECT. ~ u~
I 1 I ~ , ' I ti" I I ~ ti~/// y; I I 1 I ~ ~ , I l ~ ~ ,
t ~ r ~ ~ III ~ ~ I gs i ~ ~ STA 9+18.2 ~ , ~ I 4~ l ~ ~ ~ l ~ i , I ~ ~ ~ ~ ~ ~r ~ _ m I ~ r
~ ~ 1 1 V ' ~ ~ 1~ s~ / I ~5 / ll EX. TC ~ 85.98 ~ ~ ~ ~y~ / ,i i _ I 3 1~ ~ o ',e~ / a / / III y ~ ~ ,i ~ ~ ~ A ~ ~ WW $ ~ ~ 1 ~ M 6
,.r c~ ~ I II ~ "r'4 - STA 9+59.13 ® ~ I i i Norman L. Parker, EI•AC ~ 0 0 ~ ~ Use: ~acanf
~ ~ 3 ti ' 6~ r - - , , TT- r , / _ - - - ~ T ' 286'26 i ~ / I ~ \ ~v , 1 / ~ - - - - - - - ~ ~ ~ ~ ~ ~ STA 9+ 83 ~ c ry \ ~ - - - - ~ ~ ~ ~ / ~ I ~ rG , a~ r r' TC 288. STA 9+ 83 i Zone: OP , 1 ~ o
~ ~ ~ \ + _ _ TC 286. ' i ~ ~ DB 09404, A9 1802 W ~.I ' ' I O O .F ~ + d• ` ' ~ , Z z 0 0 0 0
~ \ a - - - - - ~ - - - - - ~ 'SAW CUT/REMOVE EX. \ ~ \ - ~ ~U ~ . , i - - ~ ASPHALT dt CdcG AND
I 3 i ' \ ~ - _ = ~ ~ 1\ i REPLACE USING PROPOSED - > ~ C/L STA 10+OOa00 I - ex ob 1A ' - - - - - - - - ~ , ' 1 .ELEV. 286.72 ` ; I ~ ~'i tap ex. 30' cdtg , SHOTS do PROFILES r moLa , S A 9+43.82 STA 10+00..00 ~I TA 10+37.50 ~ ~ ¢ iv o o cmv f. 286.72 ` ' , TC 287.70 - _ Q Q a I I I I ~p O N
I I ~ I r inr 1/1281.50 I I ~ ex. way .W deG ' m 99 T 286.33 ` 1' l ~ ~QF ~ 41
I I ' _ _ _ `-'"1'if~ localicn• slze ~ , Q5 cv , 1 ~ SO'38'2''E _ 144.79' ~ ~
way I ' I-- - - - - --SFA-x+59.80-•- ~ ~ - _ - _ _ - - - - - -lo , i ~ ` OAUTiON ! 0 1 1 ~ 2:1 SLOPE - - _ w . ` _ a o 6 a® ~ ~ ~ 732, _ ~ z
fX. W.V ® UG. POWER do UTILITIES I ~ , --'h,-_ - 3 TC 286.36, ~ ~ 'i , ex cb 1 _t~- PRO 4' CONC. IN 1HIS AREA. FiELD ~ ~ ~ 1 ~ n ~ ~ m _
\ ~ x 6 , x 'ti _ t 281.28 ~ VERIFY W CONE CALL 30' ~ _ . I , _ oP I Irk VALLEY GUTTER II'I x. - 9 , r - - _ - m ~ i~~~~2 ~ v o _ io 29 < 0 e, 93
' , ,o~-`~'_ inv (/1281.39 b -''r-------- , , ~i ~ ` `,N / _ _ / N a _
I ~ ~ - - _ - ~ i I „ ~ \ ~ h-- - ~ ? : 1 STA 10+D1 / 139'1?, STA 10+D0.00 _ . _ ,
, _ - , _ _ _ _ . • . . STA 9+18•z5t - STA 9+43.54 _~,--r , I I - ' - MATCH EX. RB ~;b= . . - ~ ~ ' TC 287,141 1 ~ ---`~i ~ ~ ~ _ _ 5 ° : K _ , , •Ej6.~Cll, C .37r' I ;~11 \ o-` T ' ' ' NO'38 2'W a94:~9' ~OTAt~ ' C 2&4:47 , , . - q' °'r• : ~ ~ TC 2 .351 ' ' TC 287.14 © . _ _ 20' mbI - _ ~ ¦ ¦ ¦ ¦
1 I^ ~ _ ~ . "W 35.88' I I I ~ I~W~ ~ ~ i I ~ a~~ -~.NfP~B'2"~! 1~9.11~ NO'382 1 STA 9+99. STA 9+99.0 - /
I 1 Yt• ~ t?' ~ ' - r 6 ~..+i ~ ~ r ~ - " ' ' TC 287.13: TC 287.13t~ 9p 291 / Q -~R 3 . ~
yt. ~ - - _ TC 285.98 _ _ ~ 1~ . I I /ti~/ a+~o° III i i r - - 287_ iST•ESMT •1'•''• . ' _ "---z9o,.._ r YARD INLET 3
1 ~ I / I 5 , 1 i - SIGH ti - ~ SIGH``' ~ ~Gk? ~ . , . III 3 'ill ~ 1 ~ r ' T DIST,. E~rT :1a , : ~ OIST ~ ~ pA,: ~ ; : ~ . / i _ _ m .•1.• :t..,. ~ - - _ / i;:` BOX 4'-0"x4'-0" ~ ry _ _ ~ ' ~ ToP 293.n Q CONSULTING ENGINEERS, P.A.
I I v rd 1 ~ ~ ~ ' , l . . I J V ( I , 2 r ~ ~ ' G , r ~ ,v ai ' T~`r;296,'4'7 • ° 88 , • ? • . \ - - - " i ~l~ INV LIP 292.00 CIVIL, MUNICIPAL & _
1 1 ~ ~ i \ i I ~ , ~ 286•,. a 2 '•.QB:,..'•:: TC 287 1 I ~ I ~ I I , I ~ ~ , FL 281.20 FL 287.20 _ I ~ . • . . • . . • . • - - ~•-w-- - TC 267,92 ti~ 'as, 216 LF 24 RCP 0 2.26% ~ i~ `lg INV 24" OUT 287.73 ~ ~ STRUCTURAL ENGINEERS ~ ~ DETAIL 5.01 COMPREHENSIVE
' I ~ - - - I I ~ 1 A i I . ' .70 TC 287.70 : • TC• 2 3 \ ~1 • : ; : ; : • : . • ~ ~ , ENVIRONMENTAL SERVICES
~I I w 1 I , ~ I , I ~r, TC 287 ° x I 1 ~ I i I , 287 g1 f~ ~ • : v h `r ,j sM'~ _ ~ ~3 ~ -ROCKY MOUNT; -
1 III I I , ~11 , I . ~ ~ r . TG •287.16 TC 286.89 . ~ a ~ : • . ~ ~ ' :`i~: ~ ' ~ ' ~ ~ ~ ,\ESM ~ 1 I ~ a I II I I , ~ I 30 mW _ ~ ~ ~S ~ II ~ ~ ,.1G ~a~: S1 ~ ° I ~ '286:39' . 4 " ~ 015T`E ~ 290 ~ Ali ~ 841 SOUTH WESLEYAN BLVD.
I• b ~ II ~ ~ tal II- I\ ti` ,c^ I : TC 287.05'". TC 287.22 •..9 •.;.~4 r /''~28g ~ ,~••28y ~`-2es-~' - ROCKY MOUNT, N.C. 21804
u ~ , II 16 ~ " k ~b ~ ~ ~ ; ~ K TC 286.95 ~ . ~ . x'~ N ~ 1. 1 H III h I o t^ . , r o FL 286.72 ~ • • ; - PLAY AREA - ' ,ii + PHONE: [phone],250+ SF. • • ~ ~ ~ FAX: [phone]
Q 4 ~ ^ I I I~~ ` 1 I t N ~ l~ W •N 1~. 21~r ' ~ . Q ~ a 1 ~ I, , 1 ~ ~ 1 TC 2615.85 ~/p - ~ ~ ~y - - 201 LF ITCH A 1 0% • ~ _ -
v v 4 1 1 I I ~ 1', tw 'I t i~ .I ~ 286 ' .A ' ~ _ . ~ WORLD WIDE WEB: _
~ ~ 1 1 111 1 I ' a ~ ~ ~ 0 . n p t o ro 1 1 1 1 I L>y 1• I: :~V 36 -~se•_____ ~ . ~ www.appianengineers.com ,••'.'.k4•'~' ~ adminAappianengineers.com
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° ~ 1~ 1 ' ti~ 1 1 1 , 1 , ~ , , • : ~ TC • 286:7.5. ~ . • x • : 09 •2 p o y ' ` 1 1 ' ~ 1 I, , r ~ , ` ~'c 'wr ' ~ . ~ 0 dq _ 289 i .
~ ° ~ ~ 1 RI 1 , , ~ , 1 ` FLUME • ~ ~ l• Q p " o, 1 ' 1 Q 1 1` 1` , r i 1 PER:DEiA1L ~ P '
c 1 , , , u ~ , i TC ,50 1C 285.50 i ?~j • . • . , • . ~ J' c?O i' tig9 ~ 4'v ; r ` 1 1 1~ 1 1 1 , i , 85 : • 709:03:: • : • : ~ a~~ ~ , . . • : • 0 ~~0 ~ ~9, ~ ~ s 1\ ~ 1 ~ 111, 1 ~2. I , ~ 2 , t Gq ' e • ~ x a9. ~ ~ , 9~ ~
1 ` • , , ` • TC 285.25 F ' ti ~ 0~ ~ 0 ~ ~ ii o~
1 \ 111 nl nj W 1 . . . . S: 19 ~ S 1 1 ~ 1 ~r 1 t , 1 TC 285• , j : L x \ 1 111y \ 2 r 1 a ~ ~ TC• 28530: P~ • r ~ y ~ + x V~ ~ ~:i• ,
111 ~ ~,1pr ~ ?Rs ~ , 9:f` ~ ~ c,~ 1 , 1 1 1 ~ \ N , Z', , 1 • •~a ' : • : ' • ~ rya >`~3, q C9 1 1 1 l T .284.60 x,.44 i y~1 ' G ~ `B' ~ 2 ,
\ 1 ~ gyp, t 1 • • 264.60 ~ ~~:~:~:~:~:~:~:~N:~:~:~. ~ 0 4'. ~ I , , 11 11 1 , O, FL 4.10 '
CAUTION . \ 11 1 \ 1, ,1 ~ , , , , , \ : . m. • ~ 0 '0~ 9 . R do UTILITIES ` ~ N `1 i : . J~ UG. POWE , I 284 ? ' ; P I,~S d ~ ? F r~. r ! 9 . to , i r i i
IN IS ` 1 1 r" N ,1 ` TC 283.95 p ~ : ~ ~ i ? ~ t~ TH AREA. FlELD, V , ~ 11 1 1 v~tn,~ ~ FL X84.10 tD ~ :.:d~:.:.: ~ 'T'Is. , L c' ~ VER FY W NC ONE-CAGE 111 ~ , ~ 'j ~ y
\ ~1 ~ 1 , \ FL. 283.45 ~ ' ~s ' ~ ~ G,o ~ \.~s ~ ` 1~.'I ,~b r 1 1 ~ , p , . , • i - °=r - - - - - - TC 294.40 ~ O ~ ~ fi . ~;~i "p ~ i ` i:~ , Q
~ 1~ ~ ~ , 283 I, - ~ v ~ 1 \1 1 \ , z~ ` , ` ~ ~ ~ r u ~ e 'oa'f ~ , r `To be Rectum ed ~ ti , ~ - SEAL - - ~ ~ i .K ~ a ~ ' i _ _ i ~ porcef ,/17 4147460 ' h i ' i i .
JUNCTiON B X 6A ti ~ 1 v ~ ~ ~ 0 Ox o : ~ ~ r^`' S- -r' r~. ~ ~ ~ ~ ~ ~ 8421 ;
BOX 3' 0 x13 0" 1 °1 ~ \ ~ ~ ~ ~ N ~ r. ~ ~ ~ ~ i~" TOP 280.0011 , ~ 1 - - ~ ~ ~ 1 1 i ~ INLET 6 ` 1 ~ o~ `V ~ ~ 7 S i , i ~
INV IN 277.77, , ' ~ \ 1 tit ~ \ ~ • ~ i>. `'t,,. OX 3-0" x 3'-0" ~ v` ~G ~ ' ~ l: f.r~ `~t~? ~ / / I ~ ~ ~a,r 1. JO\,,,
' INV OUT 276.26 I x ~ 1 ~1 ~ ~ TOP 2867 N~ _ H,___ ~ • r \ _ z < ~ ~s DETAIL 705.06, 1 w 1NV LIP 263.50 •'S~ CI- w,~.~ ,ra s, \ ~ 11\ " 1 °:1 1 ~ INv OUT 27 67 s y ~ k F. ;
~ 1 ~ t.\ ~ ~ ~ © \ O h r err ~ . R(=MOVE 0 REP CE , \ ~ ~ \ ~ N D~TN. 5.01 h M• a: a. ~ ~ ~ ~ ~ ! o
. ~ 1P,LF SIDEWALk, W/ 1 , ~ ~ i \ r• oo ~ -290---- --r" ' f~ '~h ~~Yv' 1 - ,p, - ~ ~ , Revlew Purposes ONLY
4 THICK 3,000 SI 0 1 \1 ~ \ - ' • ~ ; 3" , ; \ 4 216,1,46 . , \ \ - N _ 4v ' ~ ...'P ~ ~ '9i t~y ~:.i ~ 2$ DRYS CONCR TE , ~ ~ ~p , ~ ~ " t-' ~ ~ f^ ~ 810RETEN7501) AREA \ ~ , N
, ~ , 1 'h \ \ , r s r / m \ k ~ \ ~ s ~ rcP \ ~ fi. '•(33x50') t69Q S.F. \ - - ~_Q A V`. ~ I 11 A \ f, 15 j ~ \\iu \ vX \ V ~ v ' ~ SET~DETAIL Fdt`, \ 85-- ,yy • f. ~ Q ~ ~ ,
y I Y D INLET 2 ~ ~ _
\ top 27468 \ \ \ \ J1 1 ,4 283.75 _ ----.s---_- ~ 9 ~y ~ - ~ , 0 ~ / BOX 4'-0"x4'-0" ' ~ / / TOP 289.05 OT o',
, \ dA~ ~ , ~ \inv f/1 27381 \ \ 'p \ t'~ ~ _ 283 'r ~ , , ; 284 , ,,j"rcP \ ~ \ \ ~ ~ "„x'284 / / © 9 h c 9 INV LIP 287.88 9J ~
~ vv v v ~ 1~ , r \ ~ \ , ~ , / 4 ~ 0 g - 283- - 1~ + 47 LF INV 24" IN 282.86 /e ' e 24" RCP INV 24" OUT 282.76 ~
= 02.38% DETAIL 5.01 ~
~ , 1.1 ; ~ ~ ~ PRNATE A 20 LF LEVEL SPREADER .~6 R r, 1~ .G ~ ~ ! ~ 41 LF DITCH 0 2.OOX / y ~ / ,
\ , 1 , .,V ~ ~ ' \V A R V A \ 1 ~ / EASE'I~NT ~>9 1. 6 , ~ 1e1------ IEEE 5 g 6 ~ ~7.f16 ~ ~f ~ ~ ; ry90 1~'1~ by f/128Q55 ~ ~ 0 / ~ ~ © , ~a
- . ' ~ PRO INV. 281.22 ~ ~ ~ ~ i g ~ LIMIT OF F ~ ~ ~ h TOP A
, ' \ ~ \ \ ~ 68' ex. son >rr?k~ ~~,N ' . ' ' ' ~ ~i~ /i / " ~ ~ ~ VEGETATED BERM DISTURBANCE ~ i~ 13 LF 30 RCP 0 2.38X ~ ~ ~ 4 ,
, ~ 5 Z ~ SS ee' d EXISTING PROPERTY LINES TAKEN G ~ \ ~ \ \ v ss~ -~~---ice _ ''~%v ,.2 / / ~ t 2es.4s GRADING '
FROM MAP DATED MAY 14, 2001 BY: \ , \ \ ~ v \ ss\~ ,5~ , - -~-.-_z~ ~ a.FirtSLbPE s ~ ~ ~ / ® INLET 1 ~ klv f/12tN 95 ? ~ YARD ~ ~ ? LIMITS ' BOX 4'-0"x4'-0" o ` ~
DAVID R. DOLEZSAR ` , \ i~ ~ \ M111 , ,~kkO m m o SEE EROSION PIAN , • • 65 L PROFESSIONAL LAND SURVEYOR ~ ~ v ~ ~ , \ ~ '~V A\ 1 s\..~ 4,' , ~ ~ - - ~ ~ ' ~ , pY'" / 65 LF DITCH 0 2.69% ~ # ~ f.. ~ TOP 288.60 ® INV LIP 287.43 'v~ ~ / ~ ~
5217 EAGLE TRACE DRIVE ~ ' ~ v ~ ~ , , - ~ ~ RALEIGH, NORTH CAROLINA \ ~ ~ , 1 g 19 , ~ r -_?;y____-~ , ff ~ /0• 1 ~ INV 24" fN 281.64 ~ / TREES o
\ 919 876-0145 (PHONE) \i i '~\9ti ~i \ \ ~j,9. ~ v ~ _ ';y~~ r a v~G 0 \ ~ INV 24" OUT 281.54 ~ \ r~~••. a DETAIL 5.01 ~ ~ ` I ~ / „ SHRUBS
[phone] (FAX) V ~ ~ I ~1 ~ ~ ~ ~ ~ V ~ I I ~ ~ ~ ~i^A ~ \ ~ ~ r 1 ~ a
~ ~ N ~ , ~ 40 MIN• ! N
BEFORE `:x; v 1~~• \ 1 i ~ - ~ ~ ~ 1 1 ~ \ / YOU DIG a,\\\ ~ .y , \ . ~ ~f \ \ ` . _ - _ , ~ , I I 16 / \ ~ , ~ ~ IORETENTION a;
CALL TOLL FREE x. ~ 4. ~ ~ I ~ JI '~•4 , ~ ` ` ~ ' ' 6 ` \ ' ~ ~ - - ~ \ ~ 'F'K ~'~?TT.os,_-- REGRADE FROM PRO. FES TO EX. / ~ AREA LIMIT ~ 3 / ~ PRO. FES TO EX. 1 Z /
1-800- \s~,~.l' 'I-- _ ~ \ ~ _ 'ti•' T`='-"'= ~ ` / A T10N 632-4949 ~`o'. ' ~ ti -ex. 42"rW \ _g, ~ ~ , /-h// /DITCH. MATCH EX. F/L ELEV X F/L ELEVATION ,r ~
~ ~ ' I r - - - - \ \ - 15 ~ / / 21 MAX SLOPE \\I ~ \ i rP" 1_ NORTH ~ ~ I ids - i ~ . ~ ; wr ; Vr a \ _ ~ 276 ~ i ' / ~ ~ ~ ~ ~ o • \ N
CAROLINA ~g. ~ I i , I,~ y` o± \ 8" k g~~ Po 1 ' EXiEND EX 36" BY 8'. REMOVE •''•w ~ ~ ~ _ m
ONE CALL Inv. 24 fea 17287 ~ , r ; ~ • ~ \ ~ \ \ h+. 54 S1T3EAM IMPACT S-1 _ _ - 77 ' ' / do REPLACE EX. FES. REUSE EX , 0 ~ a. N c oc 11pN 27 CENTER ~ o~J,,~9~// / ' ,j ~ v \ t \ 6~ ~ \I INSTALL OU1L6T PROTEC ~ m ~ r r / /~Q FES IF IN GOOD CONDITION. K ".v ~ CONTRACTOR TO TAKE CAUTION DURING REGRADING OPERATION. - DGE OF PAVEMENT N
t s.'> ~ / i o~ 0 AS Si{OWN 9 d~FES x 26 c - 79.-- - i ' ' ~ EX. INV FES 27535 $ I i \ \ ~ LONG X29' WEE. USE-, ur g'~, , PRO INV FES OUT 274.13 PROPOSED GRADING LOCATED WITHIN NEUSE BUFFERS. DWQ HAS GROUND COVER OR MULCH LAYER SHEET FLOW GRASS BUFFER 3
These Ions are for biddin u oses onl and ° ° . ~ ~ ~ ~ • ~ - m ~ p 9 P rP ex cD I ~ ~ \ ~1'`p' ~ 1 ~ CLASS I'RI~ RAP (Do=22 s , , ~ /j •I BEEN NOTIFIED AND PERMIT APPLICATION SUBMITTED. NO
are not to be used as Construction drawin s ~ \ \ \ , , ~ ~ ~ / I 9 top 2 ~ / ~ \ ~ r MIN.) AT DEPT1f = 36 ' z @ ~ / a roved for inv 1/1 373.08\ , © \ \ \ ' 8 ~ ; / DISTURB MORE THAN SHOWN ON PLANSjPERMIT. CONTRACTOR TO N
unless initialed and dated as pp \ ~ , \ ` A ~ / / Construction below b the En ineer, °x ~ ~ \ ~ ~ 2 ~ ~ 3.-- ENSURE COPY OF PERMIT IS IN HAND PRIOR TO BEGINNING I PLAN VIEW ~ °
CONSTRUCTION ~ ° 0
Approved for Construction: , o~ , ' \ \ ~ \ ~ \ -i,-'~ -..~''"j~ BIORETENI'lON AREA W a
Date: ~ ~ _ ~ U~' ~ \ \ 9 ~ ~r~ \ ~ \ \ ~ / ~ ~ e r U
\ mid' ~ 7' \ ~ ~ \ \ \~t ~ / ! 'o top 287.44 F . Raw PRO_XARD-.INI MAX. PONDED o BOX 3-0 x 3'-0" WATER DEPTH SEE LANDSCAPING PLAN ~ I
Ir 1 ION ~7f10~ ex tb ~ ~ \ ~ ~ \ i \ \ g~ \ ~ r 1' / !nv f/12TR02 BOUNDARY DESCR t 27~D8 \ ~ f~ 27+sa v v v v ~ / / J _ _ ~P._ge#67 (6 INCHES) p FOR PLANTING LIST W
OT FOR RECORDATION. ~ \ \ \ ~ ' IS N \ \ , , ~ , e / n ffice center I o , ~ \\\~0'~ , , tip/ McKngto I INV UP 283.50 p a o ___I______._ 1RP~O>JT 278: _ GRASS BUFFER 1~ GROUND COVER OR ~ ~ ~
x \ A \ ~ V A A ~ i / Use• r~icat Office Knightdale Aportments, LLCNp \ ~q~ \ \ r , ~ , Zanx Cp /~p~' - DEIAILS}01- - MULCH LAYER z
pp~~/~ oA ,,~y~ I . ' ~ ~ ' ~ ~ 1 1193 GQ~ TOP BERIA EIEV. 284.00 f1GC~ Df1/1 Use: Townhouse Apartments I ~ \ \ . \ \ ~ , , I r ~ \ \ ~ 0848 • ~ 100 YR. ELEV. 281.52 ~ ~ i RY EIEV. 284.00 LIMIT OF ~ o
t d ~ \ \ r\ \ ~ I , r i \ EMERGENCY SPg1WAY ELE These drawings are believed to be a correc Zone: RMT ~ \ 4. \ ~ \ ~ ~ NCY SPg1WAY ELEV. 283.75 UTLET ELEV 283.50 PAVEMENT _ a ~p r7 0 -------3- o 0
re resentatlon of actual field conditions but DB 08193, pg lass ~ s, h r ~ \ \ ~ ; rAAfCT10N BOX 81 are nat warranted as such. I ` \ \ ~ ~ ~ \ \ ~ \ 1 \ \ \ ~AAVCTION BO
~F° ~ \ t~,,A\ \ V~ . ~ tr f` ~ TOP 280.00( - TOP 280.OOf • - i
B: Date: ~ r I I Y I ~ . \ 1 ~ , I _ _T t rR = , \ 3:1 MAX.
u ~ , ` \ ~ ` ~ \ ~ \ \ ` I I I 2~ DETAIL 706. DETAIL 706.06 - . Q~ 1,, ~ / (TYPICAL
CONSTAUCTI4N SAFEZY \ \ ~ \ \ r ~I \ These drawin : do not contain the requlremente for ~Ry ~ ~ \ h• - I , PLANTING SOIL ; \ ~i
t h II be the sole ~ \ \ a \ • ~ \ \ r / / t u job safety. II provisions for safe y s a \ ~ , \ ~h~- ~ ~ ~ I ~ A , \ \ VA \
responsibility of the contractor. \ ti \ r ~ 16 tt ` 1 ~
EXISTING CONDfT10NS \ \ \ \ \ ti 1.,/'t i t ' ~ ~ -III IN-SITU MATERIAL ~ W o 0 .Y._.~._~..-. ~ - J d p
ib a for revlewin all ~ \ \ f____ / 275 The contractor shall be respons i g _ 275 SECTION A A ~ I - ~a N~w~N ~
existing Job conditions. Any adverse existing conditions \ affecting work shown on these drawings shall be REVIEW BY THE TOWN OF ~ v °o~a?U ~ a
brou ht to the attention of the en Ineer for ossible GINEERS ~ ' 9 9 P KNIGHTDALE CONSULTING N \ ~ .-(n7i.-N m
nln rifinnlinn nr rnnnnniiinlinn ~ i
This design has been reviewed for the Town of Kni htdale b \ PARKING PERIMETER NO CURB 1650 cfj v)::(5 U:) _=5'__VFST ~ ~ Z :w
the undersigned-consulting engineer of the Town of ADA AND LEGAL DISCLAIMER 270 270 NOT 10 SCALE REV. 04-05-2004 ° 0 0 0~Z4 0c ¢F UCI.U y
This document is not represented to comply with all Knightdale, and to the beat of my knowledge and belief, it requirements contained in the ADA or other laws. conforms to the requirements established In the Standard c
Engineers are not licensed to interpret laws or give Specifications of the Town of Knightdale. SCALE: 1* 2W 98-000 E
advice concerning laws, the owner should have this \ ! Ex. F H. ti~ II document reviewed by his attorney to determine 0 20 40 50 60 70 80 D-0000 0 70 80 °
legal compliance. By: Date: CE-2

Copyright 2001 Appian Consulting Engineers, P.A. These drawin
gs have been prepared as instruments of service for a particular site or buildin '
g Improvement and remains the property of the Engineer for use under his su ervisi
11 r II p on. No reproduction or other use Is all< I I~ all III ~ Cher use is allowed without his permission.
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10 LF SIDEWALK W~ 1 , / ' Y+,: 5 ~i E 5 ~ = 4" THICK 3,000 PSI 0 , , , ,~y` CIS I,
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\ a+ ~ tP ti' \ \ \ y ~ P,, %,r r/ P,, Q4 Irit t\\wi~ :~:;..:;.;4~ II 0 I~ , rr / CALCULA
EXISTING P ` \ 9 - 9 \ \ °t i ~~*~r'-..._% n. ~'t \ It : Yooo~ r, ROPERTY LINES TAKEN ~ .p \ \ io, \ ~M~,1 d o //j\~~~\~yyi~ \\~It/~ t - \ tIl FROM MAP DATED MAY 14 2001 \ ~ I P~? /r ® 0 ~ ~ ~ ~ i ~ •.v,~
DAVID R. DO BY: Gm ~ \ \ ~ z o \0\Y/~~Ill- tllo ~ r TYPE OF BUFFER LENGTH ~ LARGE, TREES SMALL TREES
- PROFE LEZSAR \ ` \ \ \ ~ ~ o ~"~~rIP gI1L ~ „ o it r SSIONAL LAND SUR ~ ~ ~ 0• ' - 5217 EAGLE TRACE DRIVE ~ \ \ \ '1 ~ fa ~ ~ / i, ~ . _ SHRUBS
RALEIGH NOR \ z N ^ / / - TH CAROLINA 'A ~ \ \ ~ I;; SQUIRED PROVIDED REQUIRED PROVIDED ~ Buffer A ~ REQUIRED PROVIDED 470 ft. 15 15 10 10
[phone] (PHONE) \ \ ~ ~ ' 919 ~ \ \ ~i0 p .r / , ( ) 212-2424 (FAX) \ ~ \ \ \ , BUFFER B m `<<111 ~t1b, ~ ~ s 85 85 Buffer B 160 ft. 5 5 8 sl~l ~
' ~ \ ~ \111 ~ _ 8 48 48 617 ft. 10 10 ..'.s
BEFORE ~ 1 \ \ , / (3)DW ` ~~'~m ~ p`'' 16 93 ~ 93
YOU DIG I \ \ t~ .N~ 1\ ~r•. ~ \ \1 1 1. a y Buffer A requires 3 large trees, 2 small trees a
~ CALL TOLL FREE II \ \ \ ~ ~ Qi ~ , / ~ I 2. Buffer B re ui ~ nd 18 shrubs per 100. L ~ - q ros 3 large trees, 5 small trees and
632-4949 ` Ill ~ \ \ \ i'~ 1,~' ~ ri ` i THEE LEGEND _ 30 shrubs per 100'. ~ Per section 14.5.4.2, for approximate) 600 ft. a 3 Bi Y ,the number required is halved. ~
NORTH p / \ \ \ / /r i ~ 0000000 _ oretention plantings are included within both buf 0 0 fors. a
CAROLINA / \ \ \ 1 I ~ r 1>~, ONE-CALL Y, ~ \ ~ \ \ r ~ i ~ l~ S - o ® o
CENTER / \ ~ \ \ 1` z i /ri' I / ~ ~ / /i / . \ ~ \ a b ~ r i J le _ i,r~rrr o it rr 0 0
/r / / ~ ~ / , , 0 ~ \ \ ~ ~ These plans are for bidding purposes only and / :o S i oo = PI-ANTflVQ TABLE - _ o
` \\t r I are not to be used as Construction drawings ~ ` \ Vii` ~ \0 E Y ~iti _ s'.; N
unless initialed and dated as a • ` ~ /r/ ~1 pproved for \ \ \ ~ , 'h _ Y y - COMMON NAME ~ SCIENTIFIC NAME Hei ht _ r+~~ 1~1 ~ Dia. QTY ` ° - 1111
fn r l Construction below by the Engineer. ~ ~ \ ~ rn AH American Holl REMARKS ~ _ Ever reen - ..............Ilex'.._OPaca................................. 8' 1.5" 11 ° - = BG Black Gum ~
\ \ 1 AlcXnigtrt office center Approved for Construction: \ \ ~ \ ` ~ ~ / use: Tjprcol Office - = N ssa S Iv _ _ _.................y....._..........y.....a Ica 8 2 10 Deciduous
Ote: ~ i _ =-i ~ ~ \ \ i \ ` ~ OB tJ~Bf, P4 1193 - CM Crape rHe La H _ _ - e erstroe - - ............_9.._....._.. mia Indica . 8 1.5 10 Deciduous L
- W Do wood . 1.5 1.3........D.. _ _ .................9........... Corpus Florida ~ _ ow: _ 8 eciduous
RY DESCRIPTION SHOWN ~ \ \ ? / / LL Little Lindsn o _ - Tilia Cordata ~ i
` \ ~ \ ~ i\ \ ` i ~ -oo- //j IS N ~ ~ - / OT FOR RECORDAl10N. \ ; _ - - - - / / / ~ ...RM 10 - 2.5 9 Deciduous _ ~ ..............n......................................:....................................... W - Red Ma le ~ ~ - - Acer Rubrum g _ .._RB.._._ Deciduous 2 4
~ \ \\ti \ \ /r/ River Birch a Betula Ni ra g~ ................2„.............3....... .,.r, = ~ Deciduous r _
DC~/~?p ~p ~ 1,n \ \ , \ \ , ~ / SM Su ar Ma le _ - ....................y........................ Q - 8 ...........9............~,..... Acer Saccharum
RECORD LJrUi,?IN1.~7; Knightdale Apartments, LLC \ \ ~ ~ \ \ / / Use: Townhouse Apartments \ \ \ \V \ \ These drawings are believed to be a correct ~ \ ` 2 5 Deciduous 1 - - WA White Ash \ - JIIIIMIIIIIIIIIII~~iI I ~Iln lnillll ll lain it p J - ~ \ _ _ 11 In1 V Fraxinus Americana
Zone: RMr ~ \ \ \ \ ~ representation of actual field conditions but oe oaks, pg 1663 \ \ \ \ \ ~ \ \ - - 2 3 Deciduous a _ _ . _ _ _ _ _ * ; . ,
are not warranted as such. ~ \ ~ \ \ \ ~ s c ixMUnnnnnui a n i nix - •.1 I- _ - .....COMMON 1 '1°d ~ ~ - NAME SCIENTIFIC NA
~ \ 1 \ \ ~ ~ CJ ZE QTY REMARKS Z ~ + _ _ .Ca a Jasmine Gardenia Jasminoldes 3 silo ~
By: Date: \ ~ \ \ \ _ _ _ P...... 9 n 15 0 { ® _ _ = CL C ........._.........Evergreen......... ~ ~ ~ _ _ url leaf Ll ustrum Li ustrum Ja onica 5 ~allon~~~~~~~~~~~ °
\ ! \ \ \ 11 CONSTRUCTION SAFETY i ~ \ ` \ \ \ • 11 II Y...... 9,. ~ : ~ _ G ............................._.........................p...................................................9.......... 52 Evergreen _ , A Glossy Abella Abelia Grandif
These drawings do not contain the \ ~ \ \ \ ` requirements for / \ ~ \ \ \ ~ I Job safety, All provialons for safety shall be the sole / ~ \ . / / ~ <<<,...~~ _ ,\,u,, - - Iota 5 gallop........... 61 E ~ een s IB \~r.:-? Ink Be
responsibility of the contractor. ` \ ` \ \ \ ~ //j _ _ ~ 'All\` .........................-r2........... ..............Ilex Glabra 5 allon ~ ~ _ : M~u• NA Nand' .................9...... 71 Ever reen N
\ 1, \ ~ ,f/ ~ = c~' _ ............................!na..~.Co.m ct Nandina Domestics 3 allon - Ro R0 47 Evergreen ` Red Osier Dow
EXITING CONDITIONS: \ , \ ~ ~ ~ ~ \ 1 \ ~ ,r/ / The contractor shall be responsible for reviewing all \ ~ / / ,•,~ood,,,,• Corpus Stolonifera 10 all E - ,.s ,•,S~.. us ore Ju~lper
existing Job conditions. An adverse e i ~ ` ~ /r/ ~nunnuuinnimwmmninnnnnnninnnuinnuininninnF ~ - O . - Junlperua Conferta ~ gallon 30 Ever..,r.......•,•..••...••~•.~~•••••,•~••~ N g een, ~
affectln work y x sting conditions g shown on these drawings shall be REVI T yy \ .,l brought to the attention of the engineer for possible ~ \ Blue Pacific ~ ~ s cn w i
clarification or reconclliatlan. NIGHTDALE CONSU TING ENGIN ~R4 \ ` - ~ a - SP Sweet Pe erbush or meta d Sea - - ~W o P,,.„ ,....,,,........,Iethra....Ainifolia 5 gallon 6 Ever ~
\ TS Thurnbe S Ina reen a 9 ~ o ~ ~ p_,~,,,„- Spires Thurnbergli 3 gallon 1.9~ ~~Deci ~"a I -
This des(n has \ / AD 9 been reviewed for the Town of Kni htdale b \ , _ A AND LEGAL DISCLAIMER thA I,~~.ni~~.~l_,.,,,,e„~«.,,, ~ _ 9 Y \ \ \ , „ Verigated Fala Holly Osmanthus Heter~~~h•~~~Ilus•••~~•• .•.3... al•lo
_ Y A n 1 L c,,..,...... v
~~~nn~y \ \ This document is not represented to comply with all enymeer of Tne lawn of Knightdals, and to the best _ Vari~atus' a WWI tn3~o~
requirements contained in the ADA or other laws, of my knowledge and belief, It \ i it/ ' Enquirers are not licensed to Inter ret laws or Iva conforms to the requirements established in the Standard amamelius Virginia gaon 6 r re a
advice concernin laws the owns p q Specifications of the Town of Kni
doc 9 r should have this ghtdale. ument reviewed by his attorney to determine h \ I! SCALE: T" . 20' COMMON NA f~E SCIENTIFIC NAME SIZE QTY REMARKS RT Redtop Grass p r N
Date: legal compliance. By: I I ~ I I ostis Alba Seed
lI 0 20 40 50 60 70 8 I„ o as needed, 98-000
r D-0000 U