20001464 Ver 1_COMPLETE FILE_20001120

O?O? WAT ?9pG
r

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
August 13, 2001
Mr. Jim Schaafsma
Craig Davis Properties
3605 Glenwood Ave., Suite 435
Raleigh, NC 27612
Dear Mr. Schaafsma:
Subject: Stormwater Level Spreaders
Page Plaza
Wake County, NC
DW Q# 001464
This Office is in receipt of the plans dated August 6, 2001 for the stormwater management level
spreaders at the subject facility prepared on your behalf by Ballentine Associates and submitted to the Division
on August 7, 2001. Staff from the Wetlands Unit reviewed the plans and found them acceptable.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
Dorney
s Unit Supervi r
cc: Mr. Todd St. John, Wetlands
Raleigh Regional Office
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), httpJ/h2o.enr.state.nc.us/ncwetiands/
O?O? W A T FRPG
r
O 1qiii? `C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
July 19, 2001
Mr. Peyman Yaghmaee
221 Providence Road
Eastowne Office Park
Chapel Hill, NC 27514
Subject:
Page Office Building/Craig Davis PRoperties
DWO Project No. 001464
Wake County
Dear Mr. Yaghmaee:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined that additional
information is necessary to complete the technical review process. The required additional information is as follows:
Velocity over the lip of the level spreader
The lip velocity of the discharge over the level spreader is anticipated to be in excess of 2 fps at structures nos. 1
and 2 and in excess of 1 fps for structures nos. 8, 10, and 11. An appropriate velocity for forested areas is 2 fps.
However, even on flat slopes the flow is expected to re-concentrate. As such, a level spreader lip velocity of 0.67
fps is considered appropriate for forested areas with little or no vegetative ground cover (based on the assumption
that the flow would re-concentrate to 1/3 of the original spreader length by the time it reaches the stream). The
velocity can be adjusted by lengthening the level spreader lip or by the use of detention.
2. Slope
Slopes for forested areas with little or no vegetative ground cover should be 6% or less. Excessive slopes could
result in the re-concentration of flow so that diffuse flow would not be achieved. The slope at the outlet of structure
no. 11 appears to be in excess of 10% and, as such, should be avoided as a discharge location.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of receipt of the
requested information. If you have any questions or would like to discuss this project, please contact me at (919) 733-
9584.
Sincerely,
Ja?
Todd St. John, PE
Environmental Engineer
cc: Raleigh Regional Office
File
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
cfs length x v A
1 7.9 20 0.17254 2.289325 102.4112
2 7.9 19 0.178542 2.328803 102.4112
8 1.2 20 0.04912 1.221504 15.55613
10 2.7 15 0.102174 1.761707 35.0013
11 2.6 12 0.115616 1.874016 33.70495
0
3.01 19.7757
0.18 1.1826
0.4 2.628
0.61 4.0077
BALLENTINE ASSOCIATES, P.A.
221 Providence Road
CHAPEL HILL, NORTH CAROLINA 27514
[phone] 489-4789
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RATIONAL METHOD/PIPE SIZING TABLE

Ballentine Associates, P.A.
221 Providence Road
Chapel Hill, NC 27514
ph. 929-0481 fx.489-4789

P age Plaza Office Buildin g

,1013#=100 11 Vol. IV V
Page Plaza Offi ce Building DATE: 9 Nov. 00 n = 0.013
RAEIGH, NC BY: edk = 195.0
CLIENT: Craig Davis Properties h = 22.0
10 YEAR STORM

A tc I WEIGHTED Q Q
INLET TOTAL INLET PIPE TIME OF INTENSTY Cc TOTAL SLOPE Dtheo SIZE Vfull LENGTH UPPER LOWER UPPER
FROM TO AREA AREA TIME TIME CONC. (INLET) FLOW FLOW INVERT INVERT RIM
(AREA)
(ac) (ac) (min) (min) (min) (in/hr) (cfs) (cfs) (ft/ft) (in) (in) (ft\sec) (ft) (ft) (ft) (ft)

7 5 0.42 0.42 5 0.36 5.4 7.3 0.42 1.3 1.3 0.0173 7.4 15 6.9 150.0 346.5 3419 351
6 5 0.84 0.84 5 0.18 5.2 7.4 0.48 2.9 2.9 0.0391 8.6 15 10.4 115.0 350.5 3460 355
5 4 0.34 1.60 5 0.41 5.4 7.3 0.90 2.2 6.5 0.0143 14.0 24 8.6 210.0 343.7 3407 350E
4 3 0.55 2.15 5 0.25 5.2 7.3 0.90 3.6 10.1 0.0146 16.5 24 8.7 130.0 340.5 338.6 350
3 1 &2 0.86 3.01 5 0.04 5.0 7.4 0.90 5.7 15.8 0.0281 17.3 24 12.1 32.0 338.4 337.5 342
3 1 0.86 1.51 5 0.05 5.1 7.4 0.90 5.7 7.9 0.0281 13.3 18 10.0 32.0 338.4 337.5 342

3,3 3 0.43 0.43 5 0.15 5.1 7.4 0.90 2.8 2.8 0.0062 12.0 12 3.6 32.0 338.8 338 C) 3-; 2 r"

9 8 0.18 0.18 5 0.02 5.0 7.4 0.90 1.2 1.2 0.1400 4.9 12 17.0 25.0 341.0 3375 344 i

Rio Ra p Computations
Roof 11 0.33 0.33 5 0.50 5.5 7.3 0.90 2.2 2.2 0.0150 8.9 10 4.9 148.0 3557
Offsite 11 0.28 0.28 51 0.00 5.0 7.4 0.20 0.4 0.4 355.7

Off site 10 0.40 0.40 5 0.00 5.0 7.4 0.90 2.7 2.7

Site Dr ainage
Pre 4.20 4.20 5 0.00 5.0 7.4 0.20 6.2 6.2
Post 4.20 4.20 5 0.00 5.0 7.4 '0.72 22.3 22.3 11
Page 1 C- ?
26 June 2001
Mr. John Dorney
NCDENR
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Page Plaza Office Park
Division of Water Quality Project No. 001464
Dear Mr. Dorney:
BALLENTINE
ASSOCIATES, P.A.
221 Providence Road
Eastowne Office Park
Chapel Hill, NC 27514
919/929-0481 Chapel Hill
919/489-4789 Durham
919/489-2803 Fax
In compliance with Condition Number Two - DWQ Project Number 001464, attached please
find the following:
1. One copy of Storm Drainage and Grading Plan (CD-2)
2. One copy of Detail Sheet (CD-7)
3. One copy of Stormwater Calculations
4. One copy of Rip Rap Calculations
As shown on Sheet CD-2, all of the stormwater runoff generated by this site will be routed to
five different level spreaders. These level spreaders will reduce the velocity of the
stormwater and convert it to sheetflow. A detail of the level spreader can be found on Sheet
CD-7.
Should you have any questions, please feel free to call me.
Sincerely,
BALLENTINE ASSOCIATES, P.A.
Peyman Yaghmaee
Engineer 11
encl.
cc: John Couch, Craig Davis Properties
1001 1.00 Vol. IV "F"
¦ PLANNING ¦ CIVIL ENGINEERING ¦ SURVEYING ¦
16tA>
6 Aug 2001
Mr. Todd St. John, PE
NCDENR
Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Page Plaza Office Park
Division of Water Quality project No 001464
Dear Mr. St. John
ALLENTINE
66ATES, P.A.
w
221 Providence Road
PyTL?(yEastowne Office Park
" Chapel Hill, NC 27514
919/929-0481 Chapel Hill
919/489-4789 Durham
919/489-2803 Fax
Please find a copy of revised Grading and Storm Drainage Plan (Sheet CD-2), Drainage Area
map, revised storm drainage calculation sheet, velocity calculation sheet and attached pictures in
response to your letter dated 19 July 2001.
As we discussed these changes with you, the roof drain system has changed and the length of
each level spreader has increased. These changes have reduced the lip velocity for a 10 year
storm on level spreaders to a non erosive velocity.
Storm drainage Structure # 1 I is located on a steep slope and this will cause erosion. Since all the
surrounding area (N.E. of the building) has a steep slope, relocating Structure # 1 1 will be
pointless. By changing the roof drain system the discharge for this structure has been reduced to
0.22 cfs (previously was 2.6 cfs), below than the pre-construction situation.
As you can see in the attached pictures, the area between Flared End Sections and the creek is
heavily wooded. Reducing the lip velocity to less than 2 ft/s, for a 10 year storm on level
spreaders should be enough to avoid any erosion.
To be conservative we have increased the length of all level spreaders as much as possible and
also have tried to keep them out of the 100' buffer. By this new design, the lip velocity for the 10
year storm is:
Less than 1.5 ft/s (for the structures # 1 & 2)
Less than 1 ft/s (for the structures # 8 & 10)
Less than 0.67 ft/s (for the structure # 1 1)
I hope this information will enable you to approve this project. Should you have any question,
please feel free to call me.
Sincerely,
BALLENTINE ASSOCIATES, P.A.
Peyman Yaghmaee
Engineer II
cc: John Couch, CDP
10011.00 Vol. IV "F"
¦ PLANNING ¦ CIVIL ENGINEERING ¦ SURVEYING ¦ STRUCTURAL ENGINEERING
Ballenfine
OC11 P.S,
RATIONAL METHOD PIPE SIZING TABLE 221Pm?ideo«Roa, 919/929-0481 Chapel Hill
-t
10 YEAR STORM - MAXIMUM PROJECTED FLOWS Easw- Office Park' 919/489-4789 Du ham
Project No.: 10011.00 j Chapel Hill, NC 27514 919/489-2803 Far
Page Plaza I
-
- I-Aug-0 1 10 Year Storm n = 0.013
Durham, North Carolina NPY g = 195.0!
- _ - - ? - - - h = 22.01
--
- -

- 7 tc I WEIGHTED WEIGHTS Q 1
' INLET' TOTAL' INLET ! PIPE TIME OF RrMNSTY'I Cc(') Cc(') FLOW I SLOPE Dtheo SIZE Vfull LENGTH UPPER ! LOWER UPPER
FR OM' TO AREA AREA TIME TIME CONC. (INLET (TOTAL (TOTAL) INVERT INVERT RIM
--
_ AREA) AREA)

1

f
i
- (ac) -'
r (ac) (min) (min) (min) (inthr) (cfs) (ft/ft) (in) (in) (ft\sec) (ft) (fr) (ft) (ft)

15
14
7
5
5
f
3
3a
9
-
14 0.5-11
6_ 0.46
5 0.42
5 0.84
4 0.34
3 0.55
1 0.43
3 0.43
8 0.18
- - --
0.53
0.99
0.42
1.83
2.59
3.14
2.00
0.43
0.18
- -
5 '
5
5
5
5
5
5
5
5
029
0.38
0.36
0.18
0.41
0.25
0.05
0.15
0.03
5.0
5.3
5.0
5.7
5.9
6.3
6.5
5.0
5.0
73
7.3
73
7.4
7.3
73
7.4
73
73
0.82
0.68
- 0.42
0.48
0.90
0.90
0.90
090
0.90
-
0.82
0.75
0.42
0.68
0,46
0.53
0.61
0.90
0.90
3.2
5.5
1.3
93
8.6
12.3
9.1
2.8
1.2
0.0200
0.0200
0.0173
0.0391
0.0143
0.0146
0.0281
0.0062
0.1600 1
7.7
9A
7.4
13:3
15.6
17.4
14.0
12.0
4.7
10
12
15
15
24
24
18
12
10
5.7
6.4
6.9
10.4
8.6
8.7
10.0
3.6
16.0
100.0
145.0
150,0
115.0
210.0
130.0
310
32.0
25.0
355.60
35350
346.50
350.50
343.70
340.50
338.40
338.80
341.50
353.60
350.60
343.90
346.00
340.70
338.60
33750
338.60
337.50
358.10`
358.10 _
352.00
35520 _
351.00
351.00
343.00
343:001
NfA
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221 Providence Road
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Michael F. Easley
O G Governor
9
5 William G. Ross Jr., Secretary
p .? Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If
you have any questions, please telephone John Dorney at 919-733-9646.
Attachment
incerel ,
Steve
cc; Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File copy
Central Files
Raleigh Division of Land Resources
Todd St. John
Mack Little, Post Office Box 1448, Raleigh, NC 27602
qEh
Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
OF vvHIF9
(a Michael F. Easley
0 G Governor
>r+l William G. Ross Jr., Secretary
p -? Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
May 18, 2001
Wake County
DWQ Project #; 001464
APPROVAL OF 40lQuality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Mr. Jim Schoofsma
Craig Davis Properties
3605 Glenwood Ave, Ste 435
Raleigh, NC 27612
Dear Schoofsma;
You have our approval, in accordance with the attached conditions and those listed below, to impact 142 linear
feet of streams for construct a road crossing for Page Plaza Office Building, as you described in your revised
application dated May 8, 2001. After reviewing your application, we have decided that this fill is covered by General
Water Quality Certification Number 3289. This certification allows you to use Nationwide Permit Number 14 when the
Corps of Engineers issues it. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .033). In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but
not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed
regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as modified
below. If you change your project, you must notify us and you may be required to send us a new application.. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one
acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). This approval
shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification.
For this approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds to notify the state in order to assure compliance for future
wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this letter
or the issuance of the 404 Permit (whichever is later).
2. Stormwater shall be directed to flow at non-erosive velocities across the entire protected stream buffers. DWQ
must be copied on a written plan which achieve this goal from this entire development. Otherwise a
constructed wetland will be needed.
3. Upon completion of the project, the applicant shall complete and return the enclosed "Certification of
Completion Form" to notify DWQ that all the work included in the 401 Certification has been completed. The
responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the Division of
Water Quality.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You
must act.within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box
27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a
hearing.

Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650
Wetlands/401 Unit: [phone]
Fax: [phone]
LITTLE & LITTLE
MAY 8 2001
Lls%7h'1Z OE7RAN.SM/'l'IA/. ?? "'? h/-?
7'( )Mr,
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WE ARE ,SENDLNG YU(I Att(i(,L)ecl - Urrdei• sel)cu-(ite curer l?ici
- Shop drawings -Prints -Plans -Samples -Specifications
- Copy of letter - Change order
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THE,S'li AIZL 'l'IZAN.SMI'I'1'/it) rrs checked Molt,:
- For approval
,,- For your use
- As requested
- For review and comment
- FOR BIDS DUE
REMARKS
-Approved as submitted
- Approved as noted
- Returned for corrections
19
PRINTS RETURNED AFTER LOAN TO US
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Submit copies for distribution
- Return corrected prints
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OV VVr+(E
Michael F. Easley
?O G
Governor
j Sherri Evans-Stanton, Acting Secretary
0 Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
April 26, 2001
DWQ Project # 001464
Wake County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Mr. Jim Schaafsma, Principal
Craig Davis Properties
3605 Glenwood Avenue, Ste 435
Raleigh, NC 27612
Dear Mr. Schaafsma:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into more than 149 acres of wetlands located at Page Plaza Office Building project in Wake
County for road crossing and commercial development. Insufficient evidence is present in our files
to conclude that your project must be built as planned in waters and/or wetlands in accordance
with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described
below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H
.0507(e) and will place this project on hold as incomplete until we receive this additional
information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place
your project on administrative hold.
Please provide us with information supporting your position that states your project must
be constructed as planned and that you have no practicable alternative to placing fill in these
waters and/or wetlands. Specifically you must provide a surveyed stream alignment since the
stream we saw in the field appears to have additional sinuosity not shown on your January 30,
2001 submittal.
Please respond within three weeks of the date of this letter by sending a copy of this
information to me and one copy to Steve Mitchell, Raleigh Regional Office at [phone]. If we
do not hear from you in three weeks, we will assume that you no longer want to pursue this project
and we will consider the project as withdrawn. I can be reached at 919-733-9646 if you have any
questions.
i?
?o n R. Dorney
cc: Raleigh DWQ Regional Office
Raleigh Field Office Corps of Engineers
Central Files
File Copy
MacLittle; Little and Little
Viii=UEP,?;
Division of Water Quality 1621 Mail Service Center Raleigh, NC 27699-1621
Wetlands/401 Unit: [phone]
Fax [phone]
Natasha Powers
From: John Dorney [e-mail]]
Sent: Wednesday, April 11, 2001 8:17 AM
To: natasha. powers
Cc: [e-mail]
Subject: Re: Page Plaza WQ#001464
tasha - please find file and return. thankx
Julie Sherk wrote:
> Hey John,
> You threatened to clone yourself last time I contacted you in regard to the
> Page Plaza Permit WQ# 001464. I think you should know that I think cloning
> is morally wrong, but if you figure out how to do it please let me know.
> In any event, I want to verify that you have recieved the survey and the
> redesign that document the disturbance as being held to under 150'. Please
> let me know the status for this permit, and if there is anything that I can
> provide to help your review.
> Thank you,
> Julie
1
LTI'TLE & LITTLE
24 January 2001 tc
Mr. John R. Dorney JAN 2 5 2001
Water Quality Section
i
PO Box 27687
Raleigh, NC 27611
SUBJECT: WQ # 001464
Dear John:
Enclosed please find the revised drawings for the Page Plaza Office Building project, WQ#
001464. This project was put on hold on November 25, 2000 because of excessive buffer
impacts. We have reduced the maximum impacts to be under the 150 linear foot threshold for
stream channels and under the 1/3 acre limit for disturbed buffer. The total amount of stream
being disturbed will be ±149 linear feet. The total of Neuse River buffer disturbed will be
±0.27 acres.
It is our understanding, with these reduced amounts of disturbed channel and buffer area that
no mitigation will be required.
We look forward to your favorable review and permitting for the project. Please call with any
questions.
Sincerely,
J. Mack Little, FASLA
TTLE & LITTLE
S
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1-1 5 ?14 Ica ` A- r Enclosures' < < ??
John Couch
Jun Schaafsma ,
Todd Tugwell
Kevin Culter `
16
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",an 30 01 02:34p I P.1
LITTLE & LITTLE
30 January 2001
TRANSMITTAL
TO: John R. Dorney
Water Quality Section
PO Box 27687
Raleigh, NC 27611
FROM: Mack Little
SUBJECT: Page Plaza.
We are sending to you via: Facsimile 733-9959
1 copy 01/30/01 Disturbed Stream
For your use - I
t _
Remarks: John,
Please note that the following drawing hows that the channel disturbai ci. is
149 feet (the scale is 1 "=40'.) Please let me know if you would still lik : i o
review the disturbance for the Page Pl project. If not, I still would I ko to
meet with you on Friday morning to fo low up on our Pullen Park disci s? ions.
L&L Project Number (Pagel.0I oor)
landscape Architecture / Planning PO Box 1448 Raleigh, North
27602 9191821-5645 Fax(' 1/-2329
Jan 30 01 02:34p p•2
01/30/2001 12:02 4892BO3 j 'CGE 02
MAX: STONE SiiE?.14 Mo., WIIHT,'OF TONt: 250E"& ?
RANGE`IN WEIGHTI; 25r 0 Lf
WEIGHT RANGE OP 7Sx STONES: • r' ?»
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RANGE IN K10HT: Z5-159 Ll
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100-YEAR FLOOD PLANE
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DWQ ID: _ CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE4AONWIDE PERMIT #) 16
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7)
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY. 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
OWNER'S NAME: Craig Davis Pronerties (Jim Schaafsma, Principal
2. MAILING ADDRESS: 3605 Glenwood Avenue, Suite 435 m
C7 -<
SUBDIVISION NAME N/A rn M
rn
M z
CITY: Raleigh STATE: North Carolina ZIP CODE: 27612 tz;) ---i
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
N/A
3. TELEPHONE NUMBER: (HOME) [phone] (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
J. Mack Little PO Box 1448 Raleigh, North Carolina 27602 919-821-5645
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE): (See Location Map)
COUNTY: Wake - NEAREST TOWN: Cary
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.) North side of Cary
Parkway between Woodway Apartments and Weston Point Subdivision.
6. IMPACTED OR NEAREST STREAM/RIVER: Unnamed tributary of Crabtree Creek RIVER BASIN:
Neuse River Basin
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ? NO ® IF YES, EXPLAIN: _
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES E] NO
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? N/A
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO ® IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): N/A
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES E] NO ® IF YES, DESCRIBE ANTICIPATED WORK:
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 14.78 acres
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
None
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING: OTHER : Road Crossing (length of pipe and rip rap will be <150 linear feet)
DRAINAGE_ TOTAL ACRES TO BE IMPACTED:
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: 149 linear feet
LENGTH BEFORE: 149 FT AFTER: 149 FT disturbed
WIDTH BEFORE (based on normal high water contours): 3FT
AVERAGE DEPTH BEFORE: 1.5 FT AFTER: 1.5 FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: Length of pipe and rip
rap will be <150 linear feet.
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The work will include the construction of access road for Page Plaza Office Building from Cary Parkway.
The equipment will include track hoes front-end loaders pans, bulldozers, cranes, compaction
equipment, etc.
13. PURPOSE OF PROPOSED WORK: The project will provide t 60,000 square feet of office with
associated parking and access drive Waters must be impacted to provide access to site. Vertical sag in
alignment has been maximized to minimize length of stream impacted.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
The stream crossing will provide access to the Page Plaza Office Building.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE REGARDING THE PRESENCE OF ANY FEDERALLY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL
HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED: To be notified through permit process by US Army Corps of Engineers.
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED To be contacted
through permit process by US Army Corps of Engineers.
DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ? NO ® (IF NO, GO TO 16)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ? NO E]
(b) IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
17. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO
WETLANDS:
(a) WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON
THE MAP. MAP SCALES SHOULD BE I INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. All iurisdictional areas are
streams. Data sheets are not provided.
(d) ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. Level
Weeders required by Cary. See attached plans.
(e) WHAT IS LAND USE OF SL14ROUNDING PROPERTY? Office, single family residential,
multifamily residential.
(f) IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Town of Cary
Sanitary Sewer
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT
PROG ,
// & loo
' R'S/AGENTS SI A' DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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LITTLE & LITTLE
November 17, 2000
TRANSMITTAL
TO: John R. Dorney
Water Quality Section
PO Box 27687
Raleigh, NC 27611
FROM: Mack Little
SUBJECT: Page Office Building
001464
71 N P'7 [,q r
.14 NOV 2 r '
2000
W L ;''
Wp7rr
We are sending to you via: Courier
7 copies 11/16/00 Pre-Construction Notification Application
1 original 11/16/00 $200 Check for Fee
7 copies 09/19/00 Agent Letter
7 copies 11/01/98 Wetland Delineation Maps
7 copies Location Maps
7 Copies 10/13/00 Grading and Storm Drainage Plan
For approval
Remarks: Please call us with any questions 821-5645.
Copies to: Jim Schaafsma
Todd Tugwell PAYMENT
1,&I. Prgject Number (Page 1.01 tra) HLULIVLD
Landscape Architecture / Planning PO Box 1448 Raleigh, North Carolina 27602 9191821-5645 lax 831-2329
tic- 5 FL-XZ- .
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Craig Davis Properties
19 September 2000
Mr. Todd Tugwell
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Dear Mr. Tugwell:
I
Real Estate ... We Moire rte A&,.
Odom J. Mack Little of Little & Little, Landscape Architects, has been retained as
&*y Craig Davis Properties' agent for work on and coordination of the wetland
ftel
hvvotioa delineation and permitting at our proposed site on the north side of Cary
"Y Parkway, just east of Evans Road, in Cary, NC. Please accept this letter as
try verification that Mack will be acting as our agent.
Respect
Respoa ww
synergy Please call me with any questions.
team Comept
Sincerely,
James Schaafsma
Craig Davis Properties
3645 Glenwood Avenue
Suite 435
Raleigh, NC 27612
N. Box 31969
Raleigh, NC 27622
Telephone [phone]
Fax [phone]
www.rsagdavisproperties.rom
Email:
cdp [e-mail]

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Craig Davis Properties
19 September 2000
Mr. Todd Tugwell
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, North Carolina 27615
Real Estate ... We Mdse the tl leffl a Dear Mr. Tugwell :
eafonce I Mack Little of Little & Little, Landscape Architects, has been retained as
Ddn* Craig Davis Properties' agent for work on and coordination of the wetland
HW*
bvvuioa delineation and permitting at our proposed site on the north side of Cary
KVIY Parkway, just east of Evans Road, in Cary, NC. Please accept this letter as
No* verification that Mack will be acting as our agent.
Reseed
kespoati "M
Syaagr Please call me with any questions.
Team (wept
Sincerely,
James Schaafsma
Craig Davis Properties
3605 Glenwood Avenue
Suite 435
Raleigh, NC 27612
P.O. Box 31969
Raleigh, NC 27622
Telephone [phone]
Fax [phone]
www.ctao6spropertias.com
Email:
cdpInfor&raigdavi operties.cam
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p?'t ?'?,,? JOB ?; 19714
. + ' • • . • . • .. ??,? .?? CARp? %,? a Grsgay N. ,Inner, hereby certify that • • (? DATE: 25 Sept 98
• ,?. 4?,.•.•• ..,, /?, ,? the wetlmde bamday depicted Harem SS SCALE; i = 50
• ?0 . ti1k5 ' '???` ?j?srF/?`',9 ? h a rewit of a fleid rurvey conducted Wetland 2 Area = DRAWN BY: C.A.W.
. ? r??i FQ;? ? by Ba6mtine Aasocictes m Augu9t & 1998 0.992 Acres ? REVIEWEO BY; G.N.J.
AA' . ' , ? -
REVISIONS: AREAS 5 OCT 98
?? - i SEAL - ? • . • . ' • '
• Total Wetlond Area
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OCIATES P.A.
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(91e) 199 - 4799
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V~ 5.0 ~ ~ ~ ~ a ~ ~ ~ A a d. b ~ 9 I ~ 1 ~ ~ I ~ 3• ~ ---,L~ lOP -336.37 NOWT THE FOLLOWING IS A DESCRIPTION OF EACH STRUCTURE TYPE: R INV M - 331bry5y
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`l ~ i i ~ % DETAILS. / r
/ THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION
~0 :;ANITA,RY SEWER EACE~/~~iv ~ ~ W i w zj , ~f' i .i ~ COSTS ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED
(P~~M 1994 °C 1~~~) ~ ~ , / - z w~ i~ ~ RIP ~P ~~,~(yCH~NNEL '100' ~_AND~~:-APE BUFFER STREETS, ADJACENT STREETS AND THOUROUGHFARES AS F',~ PER P!,!D REQUIRED PER TOWN OF CARY POLICY STATEMENT N0. 13. THE
~ ~ ~ ~ ~ w ~ MIN ~LO~u~~3~ WfDE / i ~ ~ ,n ~ ~ . ~ N 'I ~ ~ ~_7// ~ DEVELOPER SHALL CONTACT CAROLINA POWER AND LIGHT
I ~ V / ~N M~X:~-J I V~1~~ SI ~ ~ ~ x " MAID. WEYGHL'bF' STO~ fi~CB MPANY AFTER PLAN APPROVAL AND PRIOR TO CO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN
RIP RAP LINED CHAN L, \ / I ~ ~ RANGE ~J 'A'EIG~iT• MIN. 8 LONG 3 WIDE ~ ~ 1 ~ ~ ~ FOR THE SITE.
• 4,. ~ ~ ~ . , ¦ WEIG ~ RA?JG ' r 7 ;-STONES: 100-YI MAX. STONE SIZE. \ \ 'S h 5 150 L6, ~ ~ ES: 100-YEAR FLOOD PLANE
MAX. WEIGHT OF STONE: ~,5 B ~ ~ ~ti~• ~ ~ , TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND STREETSCAPES, THE CONTRACTOR
RANGE IN WEIGHT: 25-150,. \ Y ~ r ° WEIGHT RANGE OF 75% OF S~ ES: A ~ ~ SHALL CUT MINIMUM 2 FOOT TRENCHES ALONG THE LIMITS OF
° , ~ \ 330 / i- ~ 5Q-150 LB _ 3Ta73 ~ r" \ N ~ DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE
INV 373.03( \ f V _ N ~ j ~ CI 1`Il.::lit R'~`'r _J CT7 INV W 4.43( INVauT- 73.~'Q ~ ~ / BIRFER SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE
i*i 1~ ~ j V \ / ~ INSPECTION PRIOR TO THE CERTfFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL
( ~ ~ Y o ~ ~ \ a ~ ~F 'I ~ ~l % o % NE'~S~ r;IVtn BUFr~R SITE INSPECTION FOR THE CO.
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C) SUBMITTAL DATE # REVISION DATE OWNER: COPYRIGHT © 2000 e Associ CAR
JIM SCHAAFSMA p p\C °fee Q-~ Obi TOWN OF CARY 4 DEC 00 o Q PRE BID/REVIEW COMMENTS 03/15/01 C/0 CRAIG DAVIS PROPERTIES ~p ~OFE55lON9
3605 GLENWOOD AVENUE BALLENTINE ASSOCIATES, P.A. ~ m CORPORATE ~ Q SEA ~ 9 TOWN OF CARY AND BID 22 JAN Ot GRADING & DATE:
- o SUITE 435 THIS DOCUMENT IS THE PROPERTY OF SEAL BALLENTINE CC RALEIGH, N.C. 27609 BALLENTINE ASSOCIATES, P.A. C328 IMARR SCALE: _ .*E BUILDING JOB ARY PARKWAY JNW C
6507 ALL RIGHTS ARE RESERVED. ANY TOWN OF CARP 5 MAR 01 CLIENT: REPRODUCTION OF THIS DOCUMENT OR es 6 DRAWN BY: e.d.k ARY, NORTH CAROLINA STORM DRAINAGE PLAN REVIEWED BY: J.B.B. ~
CASSOCIATES PA. RAIG DAVIS PROPERTIES PERMISSION 6 F~INE~ ° TOWN OF CARY-FINAL APPROVAL 5 APR 01 cz) 3605 GLENWOOD AVENUE POSSESSION WITHOUT PRIOR CA Q~ 221 PROVIDENCE ROAD, CHAPEL HILL„ N.C. 27514 CTION DRAWINGS of s ASTRU
OF BALLENTINE ASSOCIATES, P.A. OhoDel V(\\\ ~e BALE SUITE 435 WILL BE SUBJECT TO LEGAL ACTION. (919) 929 - 0481 (919) 489 - 4789
RALEIGH, N.C. 27609

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i
# REVISION DATE OWNER: COPYRIGHT c 2000 SUBMITTAL DATE DATE SC&,LE: 1" = 30' SHEET
JIM SCHAAFSMA e A8°0°1° CA/?O t~c ~0u Q-~~ ! C/O CRAIG DAVIS PROPERTIES \~o p opESSr / TO DESIGN TEAM 13.OCT 00
3605 GLENWOOD AVENUE BALLENTINE ASSOCIATES, P.A. ° q QP 7 13.OCT 00
SUITE 435 m CORPORATE 'F SEAL RALEIGH, N.C. 27609 'HIS DOCUMENT IS THE PiOPERTY OF SEAL BOALLENTINE BALLENTINE ASSOCIATES, P.A. C328 GRADING & DATE: 10/13/00 PAGE PLAZA DID
CLIENT: ALL RIGHTS ARE RESERVED. ANY 6507 J013 10011.00 OFFICE BUILDING I
PROPERTIES REPRODUCTION OF THIS DOCUMENT OR CRAIG DAVIS 3605 G AVIS D AVENUE POSSESSION WITHOUT PRIOR PERMISSION Th OA1 ~GINEER
SUITE 435 OF BALLENTINE ASSOCIATES, P.A. CnOP°I ~~Y 221 PROVIDENCE ROAD, CHAPEL HILL, N.C. 27514 (919) 929 - 0481 489 - 4789 STORM DRAINAGE PLAN DRAWN BY: e.d.k RALEIGH, NORTH CAROLINA
RALEIGH, N.C. 27609 WILL BE SUBJECT TO LEGkL ACTION. BA (919) DESIGN DEVELOPMENT DRAWINGS OF 3 REVIEWED BY: J.B.B.

srANDARB 7-0' SPo1.~ t A 1/8' R. GU11ER
1/2' 6' 2'-D'
1/2'
~.p 1/8' R. 5' JOINT FlLLER 8'
12 P?RRON TO BE REM?VID 1• 8• PORRON TO BE REMOVED
A 1-1/Z' DEEP CUi SHALL BE MADE
STANDARD 3D' CONC. 8' FERPENDICUTAR TO AJ 5' J' BACK OF WRB AND NOTE: MA7MPIN 50' MAX. BETWEEN JgHTS 2'-8' THEN P/RALIEL WRH 1-1/2' DEEP SCORE
CURB MID GUTTER STANDARD 2'- 0' WRB 1t (ea per SID. No. 3.10 and 3.11) NATURAL GROUND GUTTER OR AT ALL RIGID OBJECTS GUTTER UNE
2.0" I-2 SURFACE COURSE FRONT ELEVATION SECTION A-A ~ IXPp JOINT SIDE ELEVATION
2.0" TYPE HBINDER ---1/a' PER 1' SLOPE
ROADWAY CUi OR FlLL SLOPE 6' ~ . ~ ~ 'A ':;.T:p a.!r'e SHP11 NOT EXCEED ~ ~ 1-I/2' DEEP SCORE
:A.,1:;,:.:., 2:1 D 1 K• COMBINATION CURB AND GUTTER
AB.C. ~-le~ 10.0 C.A.B.C.
NATURAL GROUND 0.B.C. (AVG. CEPTH. 3 1/2' OR :y.:y ,'t' , . H'
D - 6 1/2', IWiK3iEVER IS GREATER.) 1
GUTER UNE ~ NJGIF
NOTES: STEP ONE NOTES• STEP 7W0
HEAVY DUTY ASPHALT PAVEMENT CROSS SECTION THE TEN Foor sHWLDER sHAu NOTES. CURB AND CURER SECTION SHALL BE RE110VED IN ACCORDANCE WITH
BE USLD ON ALL STREETS WTM 1. CONCRETE S7VQL BE 1,000 P.SI. DPoVETYAY WIDTH APPROVED BY THE TOWN. 2. WNIRACTgN JOINTS SHALL BE SPACED AT 10' INTERVAIS.(A 15' SPPCING IF PERPENDIWLAR CUT IS WITHIN 12' FROM A JOIM, THEN
A CROSS SECTION OF 35 FEET AND GREATER. WILL BE Al10NED WHEN A MACHINE~IS USED.) THE PARALLEL CUT SHALL BE MADE TO THAT JOINT. J. FlNISH ALL CONCRETE WITH WRING COMPWND
2 3 4 5 STANDARD METHOD OF REMOVING EXISTING CURB
STANDARD SHOULDER SECTION WITHOUT SIDEWALK A.B.C. UNDER 2'-OF' CURB & GUTTER STANDARD CONCRETE CURB ND GUTTER (FOR A DRIVEWAY APRON INSTALLATION)
2,0" I-2 SURFACE COURSE e' Max. CONCRETE BLOCK
b0' MN. D TEPoNC
a •.4•,~ • ~ d`~ ~ ~ e ~ R. _ - . ¦ _ METAL POSTS
. ~ S.D° C.A.B.C. MIN. 10 MIN. 12 t 2 G0. e; , • ` 99'OR ToTN OF A9 ~ O
LINE WIRES / omTMC . PM>PO9fe sFR¢'r, MEDIATE Rey e~ ~atw sralpNO. sA ~ aFAreR. T ao-a° ~ ~ 1
1~' ` ° i ° - GALVANIZED HARDWARD
GRADE ' . ~ ' ° ° EKTENDS TO TOP OF BOK
CONSTRUCnON SPECIFICATIONS ° / °
(AUTOMOBILE AREAS ONLY - NO TRUCKS) PLAN ° e 1. UY ONE BLOCK ON EPCH SIDE OF THE STRUCTURE Q-T 0 (1 ON ITS SIDE ON THE BORON ROW TO ALLOW POOL o-o PO 00 GpW
STANDARD DUTY ASPHALT PAVEMENT CROSS SECTION ~RONr vlEw DRAINAGE. THE FOUNDATION SHWLD BE IXCAYATED AT lFilSf 2 INCH BELOW THE CREST OF 1HE STORM ~
STEEL POST WOVEN WIRE FABRIC E%ISTING MIN. 15' MIN. CRA1N. PLACE THE BOTTOM ROW OF THE BLOCK AGP1NSf rq - 0 THE EDGE OF 1HE STORK DRMN FOR U1ERA1 SUPPORT 8
SILT FENCE FABRIC ROADWAY NEW CONSTRUCT NEW CONSTRUCTION AND lO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 2:1 SLOPE, GRAVEL FlLTER IF AAIEEDED, GNE tATERAI SUPPORT lb SUBSEQUENT ROWS BY Pt/LTNG 2x4 WOOD S1U05 THROUGH _
o .:;;r BLOCK OPENINGS. WIRE SCREEN 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPOPARY SEDIM _ ° D0 °
' ~ FlLL SLOPE 6" MIN. 12 MIN. N _2 WIRE MESH WITH 1/2-INCH OPENING OVER ALL pOp1 12 KIN. BLOCK OPENING TO HOLD GRAVEL IN PLACE. DEWATERING ° / o
NDTES• ~ ORADE CROSS SECTION 3. USE CLEAN GRAVEL,3/4-TD 1/Z-INCH IN s::::a:;;trt;;:a:::»::;:•::~:~:~> S:::N::.::.:. ~ o a DWIETER, PACED 2 INCHES BELOW THE TOP q•~ ~ ~o'~~
- USE SILT FENCE ONLY WNEN DRAINPDE AREA r OF THE BLOCK ON A 2:1 SLOPE OR FL4TTER AND 1,ANN• 18 i _ 0400'00 p~OpQpO SMOOTH R TO AN EVEN GRADE. DOT X57 WASHED
DOES NOT IXCEED 1/4 ACRE AND NEVER NJ AREAS OF CONCENTRATED FLOW 6" MIN. COVER OVER SNIRTv N STONE IS RECOMMENDED. 2'NAX
~ fOR REPAIR OF SILT FENCE ANCHOR SKIRT AS FAILURES, USE N0. 57 DIRECTED BY ENGINEER / 5J WASHED STONE ,A
1 WASHED STONE FOR ANCHOR WHEN SILT FENCE SIDE VIEW SEDIMENT
IS PROTECTING CATCH BASIN.
6 ~ STANDARD TEMPORARY SILT FENCE CONSTRUCTION ENTRANCE 8 9
BLOCK AND GRAVEL DROP IN ET PROTECTION STANDARD CATCH BASIN /YARD INLET PROTECTION ,
1 '
PROPERTY'
10' OR LESS WATER TIGHT PWG UNE ENTIRE SERVICE SANE MATERIAL UNLESS IN PAVED ME0.5 (WHERE THE WEE, BEND AND RISER MUSE BE CASs IRON)
15'-0" MA7C GATE VALVE ~~qq~~,, TOERSURE POSITIVE DRAINAGE, THE VAULT SHOULD BE TED INTO THE E%ISTING STORM ~ PVC S4DDlE
DRANAGE SYSTEM WHEN POSSIBLE 5 -0 MAX. / ?r' Pvt; OR CIITJB ~ FBlISH
TEE OR CROSi ?w" O N41E5: 3/4' W.L-THREAD METER 6)~ ~~R y SPECWL GASKET BY THE 0.6.5. SADDLE SIDEW ORAL
HYDRANT TO BE STEEL ROD (CUT TO ^AP P PLACED WITH PUMPER NOIILE ~ ~ LENGTH) ~M1~JO ti 9' 3' y ~ SI CON SFAIIMRAPPLJED D)UBLE PA TO B01H SIDES il. SOLVEM CEMENT SEAL STAINLESS STEEL I 6' MIN. 3 .i ~
FMXNG THE CLOSEST WRB. V G LOCK r' GP VARIES \ STEEL U _ ~1/8tl: BEND n
PULL 51 PULL SLOT (2) = f wYE
CONCRETE ENCASEMENT i SKID RESISTANT SEWER MAIN MyN ~ M GRIDS OF 1.UX ~ ~P1116~ i SEWER SKID RESISTANT ~-FLO ~-~W IN PAVED AREAS T/16 dt 1/8
FINSHED SURFACE CURB k GRADE 's~•, COVER SURFACE 1HREADED BEND
ROADWAY GUTTER-~ ~ of of 1'-0' M.J. NIPPLE / PAVED SURF ~ BRASS PLUG COMPACTED SOIL PVC AND ABS PIPE wuN
TAMPED WITFI GLANDS (MIN.) 1' KtON BRACE \ CAST NtON VALVE BOX BACKFlLL 6' STONE ~ PIPE \ RIBBED PVC PIPE 2 STAINLESS STEEL BANDS ~ R SEE ENCASEMENT TAP TO BE MADE ON THE TOP WMTER OF CASE ON 0 THE IWN. IN UNE WYE IS THE PREFERRED
~ ,'.:~,3'~-6'• MIN,>~~ ° CONCRETE BLOCKING BASE i ELEVATION MATERUL SHALL BE UCHi- ~~/g. WEIGHT POLYMER CONCRETE ~ 6)0 TAMPED ~ I~B• DIP SADDLE DUCTILE IRON PIPE DETNLS METHOD FOR SANRARY SEWER SETtNCES.
BICKFlLL ~ ~ . , CAST IRON 1/BM BEND
o 1 , -MINIMUM OF 8 C.F ROD REQUIRETdEN7S ~ iu~NC g ~ 0. 5 STONE PIPING TO BE BRASS 8 CO ER SPECIAL c0.5KET BY THE '.'i OPnONAL CLEAN OUT NOTES: PIPE MANUFACTURER WRHi SILICON SEA1NIf PPPUED~~, (FOR WELL MNNGRiED AREA) SAN. SEWER SERVCES WHICH ME 14 TO 20 FEET
3/4' BRIDLE ROD @ ROO COLLAR ~ BRANCH SIZE N0. OF RODS SHALL BE EWIPPED W/ANGLID CHECK VALVE \ • MAIN S OUTLETS k BY-PASS FLANGED VALVE OR TO BOTH SIDES DEEP SHALL REQUIRE BEDDING ttJ ACCORDANCE CAST IRON ~ r'BRAS~UG W11H DETPII 7.16 FOR FlEKIBLE PIPE. SERVICES OVER FlNISHED 20' AND UNDER 3' DEEP SHALL REQUIRE D.I.P.
iJ ~ a" 2 BY-PASS FLANGED BPLL VALVE INLET'S AS ~ " ,~MfCHANICAL JQIM.." ~ r ~ 6' 2 FURNISHED B9 FORD CUSTOMSETTERS, 3 . 8. a MUELLER OR OTHER APPROVED EQUAL 30' 1. PVC SOLVENT CEMEM SHAH - BE USED FOR PVC SADDLES.
6' DATE VALVE 12" 4 PRECAST CONCRETE BOX WTIH ALUMINUM DIMENSIONS INCH CONCRETE BLOCKING 2. ABS SOLVENT CEMENT SHALL 4' THIGONESS
MAIN UNE TEE DUCTILE IRON PIPE MIN. 1/3 C.Y. AT 18" 6 ACCESS HATCH WILL BE AN ACCEPTABLE A B - 3000 P.S.I. ALTERNATNE WRH PPPROVAL OF 18 3/8' JD 1,'B' 24" 6 THE TOWN ENGINEER BE USED FOR ABS SADDLES. SEWER MAIN 000 pei CONCRETE 8' ~-FLOW 3. TRUS$ SADDLES SHALL BE USED 8
A I S D VI PoP E EW wITH TRUSS E. TOP VIEW
CONCRETE THRUST BLACK NOTES: f,ENERkL NOTES: 1/3 C.Y. AT 3000 F51 1. TOP OF BLOCKING TO BE 2' FROM MOUSE HOLES !2) 0 i BOX
HYDRANT WEEP HOLES. 1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS MALL 4'x a' OPENING BOX 2. HYDRANT TEE MAY BE SUBSTfTUTED BE COATED WITH 2 COATS OF BINMINOUS BASE PMNT. WTTH 4'x4' KNOCKOUT FOR D.I.P. NIPPLE AND RODDINC. 2. SEE STANDARD THRUST BLOCK ABOVE OPENING 2 STNNLESS SIEEEI BANDS
3. TAPPING SADDLES MAY BE USED INSTEAD 1 O OF A TEE FDR WATER UNES LARGER THAN 16 INCHES. 11 3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF 1 Z DUCTILE IRON PIPE 14 13
MECHANICAL. FITTINGS, n u STANDARD HYDRANT INSTALLATION STANDARD 1 1 /2 & 2 METER INSTALLATION AND VAULT STANDARD SANITARY SEW R LATERAL CONNECTIONS STANDARD SANITARY SEWER TAP .AND SERVICE D VAULT
STANDARD VALVE RODDING
^r Y ~ Y' ~ Ywy~~f?1 ? Y ~ ~ Y- ~ ^r lr ~Y., w w wY ~
FRAIff, GRATE AND GENERAL NOTE& Q A GM G N Q MORTARJONTS D'T0: 7MCK .Z+ p D < T1 D S EXP JORTTS "Z+ O
Y' Y' y- rwA ~ n o o m eACKDPaAffi - SEE STDJQ 81083 C1A89'B'CONCWEIETDIE UB®71NOWIIOVf. pJ F N ;,i y -1 ~ p F y THE POWNOOF ROORlN1S NBEACCgA0.M11E00Y FDIAf10. Ali ~ BACK OF CURB DEDUCTPoRPIPEIB)FRWTDTAL W.Y09.OFBWCKMA901NY. DL' Q Y C I'd r-0' ~ Q Y
y- Y' ~ x z ~ ° X x ALL GTCH BASII6 DYER 3'-6' W DEPTH TO HE PRO VRN STEPS U O 3 I Z ? o MBARSV P 6 STD. J)9B FRAME, U ? 2
Y' ~ L~J! cY D o de. ON CENTER, STCPS SHALL HE IN ACCORG7CE VRH NO 810.66 H N +1 A Z 11? 11? 7- to USETYPE T:•,FAND'(fOM1E8UNE690THfRM'IBE IIAMATED. Z Z D? tt Z I Y Y B JUMBO &tICK VILL BE PERNITTm, CONCRETE BRICK ' SRS O a L! 2 Z J Z ~ 4 2
`r ~ Y' Y r ~y,l"' 1JflL = z 1 Y WaISaENI Ya+ MST eE LML N = nc PMME LEMM a aPAFIOER, NCDOT SUNDAFLD 2'%2' GMTE ~ ~ ~ A- J J CRlCRETE Z~ W z rn ~ A- ~ BIDCKS NAY BE USf9 ]N L1EU CF CLAY NRICK• W H- G = p fZ1 ~ F- ? m i P 6A~ NFIRCED CONCRETE IPE IS SET I BASE SLAB 110K, ADD TO ? O M Z DAD T° b ? p p 2
Y' Y ~ ~ »r'" f+1Ul sEEPtIMionnvA~a+ C A ~ m l~ Y ti~~ nn sEC~ y ~ D r ~ d~' J ~1 ~ ~ ~ AS SHOVN IX! STA NB 810.00, W N -0 D C7 R R ti M FOR 8'-0' 1N IE[GHi CR LESS, USE B' PALL. OVER 0' IN IEIG7(f, H- H W r PLAN Jd ~ ~ r. W
Y' r5 y,~ 9-r aaa aTaE a z Z T ~ ~ IfL~ lI f1`I I C :III"-1 I i~'TI'r~ I - y- Y ~ ,TAI . ~ coo-mn~ PASac y . • y.. ~ : USE ¢ a ~ J ? ~ S ¢ a ~ ~ 12' VALL TO 6'-0' FRpI TCP OF VALL AND 8' VALL TiE N G G ~ Z D ~ a u ~ ~ a CURB AND GUTTER WRHGTCH BAB9J ON STEEP GRADES N A A ~
em ~ DRewO /ti Y7~ ~1yy'1,'t~lL aUB1® YCPF y{(A Effl[Im A YNMIIM lid MP MP WHET Pa07CCaa Y" its .~I/~ P00T PAST W NO EIflFr NSAPAIOR 165Q6' ~YY"' `I` ~ Y+aflf g RIM MM OETAIS SECnoN X-X REMAINING 6'-0'. OIIAlIT1TIR TD BE ADJUSTE? ACCORDINGLY,
• , A a : , ~ tJl' r/" J ~umMnA~ae anWO PLAN X wFina extol Y' Y'=- ~ trl~l arA6E uNNSIWam ~ PLAN F GRA N000 ~ $ fi%PANSION JOINT 9' - x SEE STDL~ 81033 STEPS•BTD.NO. USE ON FIAT ORMESI%AND UNDER 81EP8 BfD.NO. BIO3A
P PEA cout9E b Y„ ~ -~4 ir~L b~(` Fpi a COIX6E OUOEr /AFA u mAaa Mom aMxLL b b a-i ~ ~ ~ ~ ~ III P°~i,Ja• POOR ttMM AIW ElEVA110N b b I H2 J N2 J- ~ ~ S~ Jd OEPRESBED GUTER UNE EXPANSKIN JOINT b
o ~ p Y Y ~ , .11, ~ ur~ex aMtwx MT~xc ro e[ M.axtm (U ua~.AS 4i(f B ~ J A o PLAN OF TOP SLAB SECTION SS ELEVATION ~ STANDAR° &OAi OR Naoz p
m ~ N m r eMI ~ ~ Z Z NORMAL CURB ANDOI7TTERONLIOHrORADES ~ Z
,U DETAIL DF LEVEL SPREADER CROSS SECTION. ~ A _ A Z ~ _Z _ C _ IA W [ NORNLALOUTTTR UNE 3
V i kp ~A: ryi1.Y ~ W N $ ~ R ~ ~ e aEYAnoN FaMts - 2 L C J J D Q~ a D. ~ y B' E M"BM8 g' B' Q !L L D Q' m - - 2 EXPANBId1J01NT ~ EJ) .
M aaart J a aMtrlu9 N n N v'~ ' • :M.'r'.•. a-i ~ ALL A7 eAYC ELEVATION T rI_ 'i• r'~ i• i'•'r • S D O = a N n ~ wBARSV 8' USE ON GRADES RT% 0 = a
LCI 2 D bl3 SECTIONY•Y o ~ AnZ r Dv L PIPE '1<'' ~ r S SECTION Y•Y ~ U ~ ~ ~ U ~ ~ y.', • ;Y: P 0 Q ~ ~L D O iP AU% J-0' GUTTER LINE Q Q ~ Z ~ C ~ E%PANSION JOINT ~
C7 M, MAINTENANCE 2 t7t ~ O ~ Q a1aTE AqE IP M9SCT TIa IEYfl ;PIiE1OFA APRA flfllY RNa/11 LN7E WfEdaa 9 [9rA61Nm ~ ~ 0T END ELEVATION Q U ~ ~ ~ rd ~ U = J me1E9PTD9JPN'EBI1B® •;g:; ~ Y ~ p MBARSII' 117 F Y ~
~ CONfaEIE , , , QmatlG OennorM Ma M a naeMO M a eeOY AXD PRJP06Y YAIe: AMY N®?D eFAAMS AATCR 1NE Aka XA9 Bflel BTAIeJ~, •D ~ Y ~ ~ SECTION JJ N ~ ~ = O ELEVATION BEE su7mARD 7a. Bao+ a9 elora rn U iv SIDE ELEVATION U SECTION M-M = ~ ~ ~ ~ SECTION R-R NDRMALCUITBAND GLRIER GN STEJr GRADER N ~ {
L ]P(p~pL S 1 :,M.'... Y', ~ leort xo>p axaMxuoMSxwrmW 9AOaalnwMaawMM MNQ PFRONC MlECaa9 Mall®YEV[TAIIONM AIFAEIXY. NOOAg15 COImOION m ~ yC b n®a11 W~l Ma a W aaa a 1LLMlf 61AIeX . < ~~`LII/~r ~ mama mrlw N- L e',~'• b `i/~F :•i~ J m m U~ ~ YNMYOB6lK1NBAMDUNAIIFBFOR BRIp(GTCH BIBN J m y E E9
aaaAa4K alall/YY MW WRa WMWLLlamlx lla ll Z Z wanes wx A Waal aex n m C7T ll ::"i;r•:°, :r ~ Z Z Q DBHgK)NBOFB07INOPPE COVER CU.YD&WNC.NBOX HI ADD DEDUCTBNS 2 J J W PPE BIMN wool wIBn1 BP/J3 7IE147G DIMENSIDI BAABU Bwav BAASw B M T D A B C D INL Nf X2 E F M0. N0. N0. IFNO3H L.1S~ SLAB ROOK CTHC DU' FTLL.XLT/ FTNT. FTJR, ONE PIPE W .,:r' 0 - C.M. RC.
3 oEaa RvMMFa EumaT¢ emTN oFPRI Nm WoTx IFMaM 0 .r.~ . ~ OMFR sole eRICN. 90tH Bleol DR PRECl4r ~ °'r+' SECTION wITaWTe wr eE tam. PLAN o-to to oa 9 To tt 7d TS - - Td - - - - - - - - - - 0391 0101 5118 0371 - O.OA OJ)92 '•;r A m A 14 Jd TS Td OJBf 01A7 01702 D.321 D311 - 0.091 OA17
~ FOR 9a' 0.CP. MD IIFfTER USE PME OM to-9o m ae 9 ao C PWS T9' TOR MxwMA eL9pE aMELaaoN. 9o-z u oT e x e x e I 1J Jd TS T-1P oa1 Om1 OJ700 ~ ~ 0321 - 0.0N oJbB 9' K 6' ~ r fr Jd TS JS 0381 0.261 fA70 0971 - 0.078 0.119
CRATED MIETS SWi1 NOf BE U9ED MTIIN 11M16 IAFAS. CURB t. as IWrao awe x A a9MW a ~ FEET eme kXlDmea a MmaS OWII nc Ir AIm IS USED ]N PLACE OF LL 1 ~ SINUVm STEPS AEGUMEU a 7Y O.C. aMFAE OFPM IXflfDa S'. Na9Fe a MaLS [@ M A IGMMYA,IaTa:N a 1XE LOMR 9eec 1M IRPER FDM ewaae MIRID CURB ~ 17 1P Jd TS J{ 7.' VAR 1'•1P t{ A 1'd 9 t•1' 9 C•1• ,s 4117 097! 0921 1909 0918 0.108 0.172 0.170 IS USED ]N PLACE OF' / X Jd TS JdP Jd VA0. T~' f{ 1 Td ! !'-1' J Y-1' /R 4187 OAtb 03@ 1JI88 OAD9 0.108 Q178 0198 HDDD Q Jd TS i8 VALL 7.1' Jd 1 T8 9 7S J Jd 9B 4188 4979 QBOB 1M1 ~ 09N 0.111 0310 0929
I ~.l BUii AGWSi 81WIIlY mR aW Nm BE 9FmMFLr Tale M RAQ MiN ClcilY SPAfID o STANDARD YARD INLET WITH GRATE AND FRAME NEAV/WTY aIa STARES AT IEASr l9 wmcs LaC E EIIMSE TxAr THE ePaEVRR a ILAH. Fae aadW 9wFIDNG a StOIY RLNRF. t OF 2 /B' 7d TS Jd r-1P VNi 7d Jd 1 7d ! JS 3 JJ' b 0.173 0.N0 0183 2117 OA20 0.117 0319 OA72
t!'1 a oal9MUCr nc uYRE aMalea a IRa9snLII®9ae. Iwr a Fuy p~ A p 4. COx91MN:T A 10 TOOT 7RANRRd1 gC110N FRa 7X9 p1171aON aANN6 M ¦W 91IOOMT O`fD D I (1') MM IMF eIDM Ila MPM 6 ilE IEn4 !FELON. SHffT1 OFT rEETTOF 2 Of Jd TS JS B{ VAR JS Jd 1 Td 8 JS 3 JS ! 0111 OMB O3W 2371 0.N9 D.117 0988 0.895 SHEET20F 2 PLAN P - - 840.01 840.01 840.01
p e. pra¢ Raav Frmu THE vRElem AoMM A PImPNLr srAa99ue aePE, Nor To FafID I tmc aua[ a9s aar as etuE a aaMaanr alooTx To xFFA >ta R.ox FmII awxtwTRATaIc
p e. eWEDAtar uTN IrTI maTaMala AntmPMATar s® Mo MAa nc ENtaa IxsXAUae AReA U a tK ILVEl 99aAOER.
ti
' 1 6 LEVEL SPREADER I I . ?o ,
! I RAT7-.
0 t un,
ti # REVISION DATE OWNER: CARO~ SUBMITTAL DATE DATE ~Y: SCALE: AS NOTED SHEET
CD JIM SCHAAFSMA COPYRIGHT © 2000 toe ASSOC. q~ OF CARY 4 DEC 00 Q PRE BID/REVIEW COMMENTS 03/15/01 C/O CRAIG DAVIS PROPERTIES OFESS FEE • D a DEC oo DATE: DAME: 11/04/00 PAGE PLAZA
3605 GLENWOOD AVENUE BALLENTINE ASSOCIATES, P.A. p A QR- hqC y 22 JAN 01
0 0 TOWN OF CARY-FINAL REVIEW/APPROVAL 04/05/01 SUITE 435 co CORPORATE EA OF CARP AND BID 22 JAN 01 ac RALEIGH N.C. 27609 THIS DOCUMENT IS THE PROPERTY OF SEAL OALLENT d BALLENTINE ASSOCIATES, P.A. C328
CLIENT: ALL RIGHTS ARE RESERVED. ANY 65Q7 OF CARY 5 MAR 01 DET I TOM OF CARY OFFICE BUILDING CD RE-VIEW JOB 10011.00 MAR 01 h-_E. 940 NW CARY PARKWAY 5 GROUP
cn CRAIG DAVIS PROPERTIES REPRODUCTION OF THIS DOCUMENT OR SAJW N POSSESSION WTHOUT PRIOR PERMISSION CASSOCIATE o P. OF CARY-FINAL APPROVAL 5 APR 01 cf) 3605 GLENWOOD AVE UE OF BALLENTINE ASSOCIATES, P.A. Chope1 221 PROVIDENCE ROAD, CHAPEL HILL N.C. 2SUITE 435 WILL BE SUBJECT TO LEGAL ACTION. BA\- (919) 929 - 0481 (919) 489 - 4RALEIGH, N.C. 27609 5 APR 01 DRAWN BY: e.d.k CARY, NORTH CAROLINA
ANlIN REVIEWED BY: J.B.B. CONSTRUCTION DR OF 9

PAVEMENT WIDTH
WESTON POINTE
PHASE II
PB 1994 PG 524 • 6~
ZONING DISTRICT R-30 EXISTING R.O.W. ,~y9
f'B.1989-PG.692
S00'S5'38"W S00'55'~
510.1 727.73' 510.10' RIP RAP LINED CHANNEL '..SIGHT TRIANGLE 15' X 700' 20 LONG, 15' WIDE
''.'.WHEELCHAIR RAMP (TYP.) CLASS 1 MATERIAL
SIZE:14" ;'.,',(SEE DETAIL 1, SHEET CD8) 100' RIPARIAN MAX. STONE
RETAINING WALL UFFER MAX. WEIGHT OF STO E: 50 B . , . . B ~ CUT AND REMOVE CURB RANGE IN WEIGHT. 2 -2 0 LB ~ /k/6 ~ DETAIL 5 SHEET CD7
w MODULAR BLOCK ~ (BY OTHERS) 100' LANDSCAPE BUFFER WEIGHT RANGE OF 75% F TONES: ~o ~ti ~ n ( ) ;APE BUFFER 50-250 LB ~ 345.4 •s'~ ~ • ~
~ I ~ CLEARING LIMIT TYP.) OR AS PER PUD I
d ao ( DISTURBED AREA (TYP.) HEADWALL TYP.) / •a:.'.;.; . ( SEE DETAIL 11, SHE T C 8) / EXISTING R.O.W.
zl ( " 60 RCP (83) fig.
/ . ' '.'..~i ' 60 .
ROOF DRAIN WgLL TOP 360,3 WALL TOP 364,5 WALL TOP 358.2 58.2 .o ~ ...~e. 1 ..'.~kdo'..':.. ~ .
COLLECTOR (10" PVC AT 0.51 WALL TOE 356.4 WALL TOE 35&2 WALL TOE 355.1 95.1 ~j . _ / 316
DIT CL 356. DIT 3 DI 35 .0 .0 i 314 ~ ~
- - ~ 370 370 362-._ o~ 3'12 • • . ~ , 310 .
RIP RAP LINED CHANNEL ~ 3s2 ass e ~ 36 360-~ 6
MIN. 7'LONG, 3' WIDE ~ 3s6 3sa 364 358 50' NEUSE RIVER E 355.4 MAX. STONE SIZE:4" 000000 - - ' - 15x - ' - 1.5x ,2 p © .352:6-~... 36 ~ / .
BUFFER 150L8 1,sx ~e ~ss.s HT OF STONE. 000°° 358.5 ~ y,,. + :.u ,364 . }O0, 2488.
NEUSE RIVER BUFFER RANGE IN T: 25-150 LB c. ooo° 356.9 r's~ $ .353.0........... 0 353.1 . .:...~351..•'..~ ~ ~3~
20' ZONE 2 WEIGHT RANGE OF 75X OF STONE.,. o, ~ 0 0 0 0 0 0 0 0 0 0 ® 0 0 O ROOF DRAIN 50 LB o0 ~~Q ......p 354 /
355.0 (10" Pvc, E RIVER BUFFER P GE P AZA FFICE BUIL ING AT 2x1 NEUS \ LEVEL SPREADER(TYP.) ~ 14 h ~352~
30 ZONE 1 SEE DETAIL 16, SHEET CD7) e F OOR REA 0,07 S.F. 14 354 350 . . • 352 34g 3 0. 350 ~ ~ .
\ ( FINISHE FLO R 35 .0 • - 346 a 00 /
2 . 35 349. °o° 00 /
• • ~ . . t~ .9 3 . . ~ °oo° / .
~ 358.5 353 p .
'O 3 0 0'• \tA Cf' ~ / e .'.'.'.'!Q'.
® 353.6 . 353.6 346.9
~ 1 ~ . 5 19 ~i
' •LENGTH OF STURBED STREAM
5 5 . 3 ' / SHALL BE ESS THAN 150
4X - 355.4 Ci' , , . . , '13 FEET. ~ 1 . 8" SS ' "
\ • 7.2 .y~'~ ~ . • , ~p h . h° ~hh'
\ ~ 358.9 . • • • • • .D RIP RAP LI D CHANNEL
~`~A 356 • 3 •353.2..'...,..:... CL CREEK ~r~ ' 4 e 40'LONG, 5' WIDE . ' .
• h •2 3:7.0 • • • • • ~ o°e CLASS MATERIAL • • ~ 0~ N USE RIVER cT " 5 ~ MAX. ~~ONE SIZE:14 ACQUIPO WOODWAY INC.
353,1 356 • ' BUF ER MAX 1VEIGHT OF STONE: 250LB
A PH T: 355.5 ~ _ C 0 NTIN REAL ESTATE CORP ' ' ~ ' ' RA GE IN WEIGHT: 25 250 LB ~ SE • 100' IAN EUSE RIVER BUFFER IGHT RANGE OF 75% OF STONES;
HATCH D A EA. HEAVY DUTY • 13 7 PA IN AND AREAS \ 20' zoNE 2 PIN 0755.04 -0882 • UFF R 0-250 LB ZONE F 8
NOT HA HE :STANDARD DUTY •3 354.0 , , ' 7 RM • IVER BUFFE \ NEUSE R DB 7196 PCB D IN STRUCTURE TABLE
354.0 • ,'a ~G 3 .7
(SEE ETA 1, SHEET CD7) ' ' ',',',',','.','/','ti' 3 7 353.0 • 346.9 30 ZONE 1 ZCN I N V D V. IN INV. IN INV. IN INV. IN INV, • RIP RAP LINED CHA EL N0. TAPE ELEV.+ N SOUTH EAST WEST our
..........8.......... 1 1• MIN. 7 LONG, 3 E ~ _
MAX. STONE SIZ .4" 1 PIPE 337.5 ..'.'346.7 MAX. WEIGHT STON . 2 aIPE - 337.5
.g5 348, / P.ANGE IN N'~ •HT: 25-1 LB
1 dS 4 2 • • • • WEIGHT RA E OF 75% OF TONc:~: 3 q 343.0 33ss 338s • • ~ / 50-150 3a a 343.0 338.8
~ I I ~ ??I n ~ ' S 347 34 7 / ~ / • •UJ-Ye"'~ FL:.'OD ~~-A-.~ 4 q 351.0 340.7 340.5
W T~ ' , , ~;;51.a 1. ~ . . M • ~ JY/.J /.J ~ 1/ a3~ \ 5 p 351.0 343.9 346.0 343.7
ry6 . ~ 6 CB 355.2 352.4 S
N ~ F 350 7.0 ' ' ~ ~ 7.0 ' ab / 7 q 3520 346.
~ / • ~ 8 PIPE 337.5
2 ...'.~..~.~..•345. . 9 q 344.5 34i.5 • • 345.
49.0 348....... , . • WALL TOP 345. 10 FLUME ~•5 / WALL TOE 339• / 355.7
5. 5. PROPERTY LINE 11 c""~•
/ 12 PIPE 343.0
O ~ 13 PIPE 341.4
7,0 ~ 47: i.~
\ 9 a _ 5* RETAINING \ J;~ fi.~,.. . . ZA 1 RETAINING WALL /
? MODULAF a+e `13 (BY OTHf MODULAR BLOCK / / (BY OTHERS) REFERS TO TOP OF CURB FOR CURB INLETS AND CATCH BASINS
a ~ 16. RfF WALL TOP 344.3 L TOP 344.3 /
WALL TOE 338.0 Ws~ ~ .0 3 _ TOE 33&0 1~: THE FOLLOWING IS A DESCRIPTION OF EACH STRUCTURE TYPE,
CI NC-DOT STANDARD BRICK CATCH BASIN (CURB INLET)
~ 9 CP X25 ~ \ ~ 16 R ooe°o •5 1 % 'r / (SEE DETAIL 17, SHEET CD 7)
\ 344.6 'l ~f` O / CB TOWN OF CARY STANDARD BRICK CATCH BASIN
'o. oo' IAN 34 8 0"" 1? (SEE DETAIL 15, SHEET CD 7)
BUFFER A" SS ~ / /
AS PER PUD oo°° 12' RCP (zs')
\~s. °oo ~ `'o ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
~o s oa o p ~ CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND
•s~, F / 'a '0. DETAILS.
THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION
TOWN OF CARY COSTS ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED
0' SANITARY SEWER EASEMENT \ / 2 / J STREETS, ADJACENT STREETS AND THOUROUGHFARES AS / 100' LANDSCAPE BUFFER REQUIRED PER TOWN OF CARY POLICY STATEMENT N0. 13. THE
(BOM 1994 PG 106) RIP RAP LI ::D CH NNEL AS PER PUD DEVELOPER SHALL CONTACT CAROLINA POWER AND LIGHT
MIN. B'LO 3' DE MAX, ST E SIZ , 4" COMPANY AFTER PLAN APPROVAL AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN
MAX. H" OF STONEc 150L6 RIP RAP LINED CHANNEL FOR THE SITE.
MIN. 8'LONG, 3' WIDE ~ RANGE W=1G T• -150 LB ES: 100-YEAR FLOOD PLANE TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR
NE SIZE: 4" ~ WEIGH RAN~1 F 796 OF STONES: 100-YE MAX. STO ~ ,5e~5 50-1 LB- EDGE OF BUFFERS AND STREETSCAPES, THE CONTRACTOR
MAX. WEIGHT OF STONE: 150L8 \ ~ .y~y / RANGE IN WEIGHT. 25-150 LB SHALL CUT MINIMUM 2 FOOT TRENCHES ALONG THE LIMITS OF
WEIGHT RANGE OF 75X OF STONES: DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE
50-150 LB SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE
'NEUSE RIVER" 0 50 BUFFER INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL
SITE INSPECTION FOR THE CO.
~ NE S RIVER BUFFER ~
' ZONE 2 ~
NEUSE RIVER BUFFER
30' ZONE 1

GRAPHIC SCALE
40 0 20 4o eo 1sa

( IN FEET )
I inch = 40 ft.
1
# REVISION DATE OWNER: COPYRIGHT © 2000 a Aeeco! SUBMITTAL DATE CAR DATE SCALE: 1 = 40' PAGE PLAZA SHEET
JIM SCHAAFSMA tie °re OCR TOWN Of CARY 4 DEC 00 4 DEC 00 DATE: 11/04/00 OFFICE BUILDING
QCRAIG DAMS PROPERTIES °.q ~pEESS 1 TOWN OF CARY REVIEW COMMENTS 1/22/01 C D AVENUE BALLENTINE ASSOCIATES P.A. o a 01 35 GLENW00 m CORPORATE ~ TOWN OF CARY AND BID 22 JAN 22 d,aN of GRADING & JOB 10011.00
_ SUITE 435 THIS DOCUMENT IS THE PROPERTY OF SEAL SEAL BALLENTINE RALEIGH, N.C. 27609 BAUENTAE ASSOCIATES, P.A. C328 6507 940 NW CARY PARKWAY
CLIENT: ALL RIGHTS OF T DOCUMENT ENT OR ' CARY NORTH CAROLINA I
CRAIG DAMS PROPERTIES aclNo` ~ ASSOCIATES, P.A. STORM DRAINAGE PLAN DRAWN BY: e.d.k REVIEW DRAWING-NOT ISSUED FOR CONSTRUCTION OF 9
3605 GLENWOOD AVENUE POSSESSION WITHOUT PRIOR PERMISSION CAkd 221 PROVIDENCE ROAD, CHAPEL HILL N.C. 27514 OF BALLENTWE ASSOCIATES, P.A. SUITE WILL BE SUBJECT TO LEGAL ACTION. 060pel A\\ f 6A1 (919) 929 - 0481 (919) 489 - 4789 435 RALEIGH, , N.C. 27609 REVIEWED BY: J.B.B.

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w ~I~ II~ ~ i ~ ~ ~ ~ V ~ 1 1 j A V ~ CONTf~~4CTOR ,SYiALL PROM HOP ~,1WIN(o / ! \ ` y i ~ • 1 ` v v ~ ~ \ 1 ~2 ~ ~ ~ T Nq EMOVE'r R9'~ ~ / / ~ i i ;'R~, 'ICI W~I~H 2 Q' ~ , ~ y % ~ / i A ~ ~ ` ~ .
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{ •~w a ~ > x / ~ CO CTO~R ~ 7i 7i ,R00 C ~ ~ ~ A ~ 72' PVT/AT 2 ~ / ALL TOE 36 .B ~ ,a c ~ ~ ~ i ~ ~ l~L TOE 39.5 Y 10" PV T 2'~.~' ~ ~ ur / 1 ~ ~i I (5 PVC; isT ) / ~ ~ ~ I ~ ~ ,I i ~ ~ r a > ~ a / ~ DIT CL 8.7 /
~ 1 !0 x ~ a ~ v I ~I a l~ ig J z ~ ~Y w z 1 DITC~ .4 ~ ~ ALL TOP 4.5 i 1 P~ a ' < ~ i ~ a i a Yi ~ < ~ ° iz ~ ~ JCL ~i7 ~ v z z _ ~ ` ~ o ~ 4~ ~ io I h ~ x ~ j < / z ~ /o ~ ~ 4 a ~3 / \.z° o~ ~ E 358.2 a o e~'~ hd fi ~ ~ ~ 1 ~ ~ ~ :5 v'\, A~ l , y \ ~ ~ ~~.w ~ ~ v ' ~ v v~t\ iNwiN 36351.57 /
~ ~n I ~ ~ ~ x l d~ ~ i / a m ~ o x 5 / 70 1 1 ~ 6 h m ~ a• x x I 1. ~ M ~ ~ `n in x h~u n i xi x~ ~ x x a ~ x 'o ~ k o x I x Ix x x z x a \ x r!",9tTCH L 3 0~ / a ~ ~ / Z - l~ r i' i ~ A J 1 ~ `y ~ A ~ ~ " my our - aso.m ~
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\ .i NE CM A LI RIP ~ i \ I 38F1' q~ V ~ I 1 ~ ,36 I > i ~
\ v~ ~ ~n' ! RIVER `MIN.MJ L N(~, ~ I~ID~~ ~ ~ E 3~s.~ \ \ 3s 6 \ MAX. SST NE`, ~E:~ v ~ .~o,ooa - - ~ .2 ~ / ' ~ ~ d ~ ~ ~~\V ~ V~~~. ~ A`~ INVERT=354.89
~ Cl.l,~,~:_K '1 ,oc~mU~~ \ 4% 8. T 3% x q 10• fo' 3 .1 3~ 1 u -1 ~o~ ~ .2 ~ ~ ~ ~ Hl'~. STONE• OLB ~ ~ r.1x ,356.6 0 ~ § ~ ~ ` p ~ ~ ~ _ ~ m ~ 1 5' e .5 ~ 3571 ~ , ~ h
tir_~'~~E R;dER 6UFFER \ A1~GEvJN :v25,-1"~ LB aoo 356. ~ % ~n N~IGWT E ~~5~, 0r= T~N_=`S; ~ oG`~ 1 ~ ~ v ~ ; ~ w~ % 3sz~ ~ ~~NE ~ RP ~ 1 , v ~ ~ \ ~ o ~ ,y 1 V ~ ~ ,i-~~ ~ / i ROOF DR, IN M ~ / '351 ~ i I 1 ~ ; ~ V` ~ ~ ~,?d i X1.5% • ~ ~ *r62 ';t~~ 1~\ V~~~ A, ~ ~ ~,~,A;, TE i 53.D / ~ ~ ,gyp ~ 1 ~ ~ ~ ~ ~ V ~ ~ ; ~ ~ V AAA ~
5~v LB A 'o A ~ { \ ? I i ~ i G~tASS SWAI}E m 3X I ,i ~ ~ I V
~ , _ \ ' ~~V A 55. 1r; ~ v~ ~ ! I ' ~ ~ ~r ~ ~ I ~ ~(12' PVC( ~ i v ~ v~~,_!~~ ~i.~~ ~~I.,EF_R A ? 1 I IP GE `P A ~~-E~'iBWIL~tt~}~__r_____.:---~ I I a~ n12r \ ~ Jv` ~ V A ~ ~ A A ~ ~ „A . ~A ~ . ~ ~w ~ 35 352 ; A' v~ ~ ~A ~ A ~ ` ~ v ~ ~V~~w~'~~\
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INV WT-330. 'A~ \ \ ~ ~ 1 I~^/ X ~ ~ ;V` I ,
1 l \ \ \ 1 \ ~Q \ i ~ ~ G' 1 ~ ~ / ~ / ~ ~ / ~ ; ~-LENGTH OF pISTURBED STREAM , ~ ~ 3 ~ ~ ~ ` ` SHALL BE XESS THAN 150 ~ ~ ~ ~A~ ; 1 A'
1 ~ ~ A ~ l ~ ~ ~ ~ ~ 1 A 1.5%`~ 6.'v aq x ~ Lv ~ ~ \ ~ ~~3 i ~ i' l FEET. ~ ~ ~ ~
~ 7 ~ 1 ~ • 357.E=_ ~ v / ~ ~ i A I ~ • ~ ~ A i ~ 1 1 Y~ ~ S~ / I` ~ ~ `
i ~ ~V ~ r f \ ~ 1 \ i~V ~ ` ~ I ~ A \ i I l ~ ~ , ~ \ t
~ V ~ V v ~ w I 1 1 1 V ~ ~ 56. A~~~. . 353.E ' ~ I A ~ ~ ~ ~ ~i~., I r r ~ I 1 A i CL CR~EK ~ 1 ~ ~ ~ v ~ V ~ ~ ~ ~ ~ / ~ r ~ a6 ~ / ~ ~ ~ ANNEL ' ~ ~ / ~ RIP RAP Ll D CH ~ A` 1 ' i ~ ~ 40 LONG, ~'5 WIDE \
V ~V ` ~ ~ I ~ I ~ v r ~ Av• 1 1 , • I V' I' v ~v 1 v ~ ~ ~ ~ ~o / CLASS 1,/MATERIAL ` ~
` ~ \ ~ v A V \ ~ ; v 3.3., A~ ~ i ~1~~~ ~ L A ~ ~ ~ Xv~ ~ ~ ~ J `-54 ~~`'`RIVEF MAX. BONE SIZE:14" il~.~~F.r ~ ~',R~^Y I'I(~ ~v r ` ~ j BUr .
\ A A; ~ ~ ~ ~ 356 ,;q~ / _ A~, ~ V ~ v~ ' ~ 1 Gtr . ~ y\ -~u? ~ ,,gyp o / ~ MAX./WEIGHT OF STONE: 250L8 _ ~T, ~ - L ~ ~ ~y r ~ / ~ ~ ~''~~vER BUFFER RANEE IN WEIGHT: 25-250 LB ~ i / / U~ qN ~ ~a F ~ Y~EIGHT RANGE OF 75% OF STONES: Pi ;~~~'`~.J~I--~1.~ I^4~,~ ~~~~q
- TC ED A: HEAVY DUTY. \ ~ ~ ~ \ r ~ \ V ~ ~ A v v ~ R / 1 v ~ ~ ~ TRA ~ ~ / -P RKI G REAS 1'~~ v y } ~ / \ ~ ~ ~ ~ y , /i
~ ~ ~ ~ h NO HATCH D: ANDARD DUTY. w•y , A 35a.o ~ ~ 1~ ~ ~ ~ \ \ 4 / ~ R I / ,,o ~ N- ~ ~0-'~50 LB , ~ ~
~ V ~ ~V ~ ~ X354.0 ~ s 1 ~ I /SEE ETA 1, SHE r-____ ~ v ~ , i / N : ~ - ~ ~ A~ ` ~ v \ ~ V i , ITS RIVER 6UFFE / ~ ~ ~ ?~'~fG ~ `t_ ''JI jig ~
/ ! x / ~ i rll F ~ ~ o~ 3 Z N~ 1 / I ~ 3 .9 i / , ~ a ~ ~ ~ r ,
~ I ' l l ~ ~ I ~ ~ 1~~r. ~~j ~ % ~ ~ K RAP INED CHA~JEL STO~f~ ' DRrAff~ ~~~RUCTURE TABLE ~ ~ ~ LONG, 3~ WIDE
Ir+l ~ QY I i, ~ it , ~o< ~ ~ iy \ \ - y~' ~~I~ o A I~ ~ i / ~ ~ ~ STRUCT. T'~E TOP INV. IN IN1k.., IN INV. IN INV. IN INV. ~ 3~7 ~ / MAX. STONE SIZE': 4" N0. ELEV.+ NORTH SOU EAST WEST OUT
I r 1 ~ ~v - ~ q ~ , ~ ~ , A - \ ~ ~ I i I~ ~ \ ~ ~ v v I ~ ~ ~ I W I HT Of{ STON . 1 B i ~ , i ~ ~ ~ ~I MAX. E G 1 FES N/A 33za
v v I~ i A 1 1 4 ~ III ~ , ~ i ' i >q~ I~ ~ RANGE IN WEIGHT: 25-1 LB / / ~ w WEIGHT RANGE OF 75% OF TCiJES: 2 FES N/A 337.5 LP ~ ~
i I ~ i I V A I ~ ~ ~ 1_ ~ ~~I / - ~ ' ~ ~ ~ ~ , 50-150 ~ 3 CI 343.0 338.6 338.8 338.4 - / / ~ N
\ I ~ I ~ A r~" I• \ ~ \ ~ 114 { \ I 1 r - e ^ ~ S L11 - - ~ ~ t ~ .i 3. _ - A il V (t~ ~ ~ ~ 00-YEAR~LOOD PLANE 3~ CI 3x3.0 I 338.8
~ m ~ R ,il~ ~ //r R i / ~ ~ 4 CI ~ 351.0 340.7 3'4D.5
cp I ~ :v z 1. X" \ ~ ~ \ ~ 'tip i ~ '0 ( ~ ~ 5 CI 351.0 343.9 346.0 343.7
N ~ ~ ~ _ I I~~ 1 ~ ~ ~ I \ a I I I, N I 47,9 ~ j ~ %
~ o I ~ , ~ l ~ I IIi, ~ ~ ~ ~ 6 CB 355.2 352.4 350.5 ~ \ ' I ~ ~ ~ ~ 7 G 352.0 346.5
I ~I \ ~ V ~ 1 1 ~ A ~ L~ \ \ \ i L I I w x ~ I % ~ ~ ~ °m ~ 8 ~5 N/A 337.5
li I ~ ~ ~ ii ~ ~ 9.0 ~ / 1 v v LI I ~ L TOP 45.4 ` / 9 CI 344.5 341.5
~ ~ 1 1 v i \ ~ ~ o '1 ~ % WILL T 339. ~
~ A y ~ ~I f 'I ~ ~ 1 ~ vv ~ P ~ xi ~ 1~ 1 > ~ / ~ \ ¦ ~ P~ JPER?Y LINE ~ / ~ 10 FLUME N/A 345.5 ~ i / ,v ~ i °a i ~ % 11 CHAN. NIA 355.7 \
I ~ o ~ 2 ~ ~ i ~ ii l 1 + ~ ~ i ~ ~ A \ ~ 1 ~ i ~ - Tom'- 1 1 A 1 ~ c a - ° - A ~ ~ ~ 12 HEAD A~
I 1 , ~ ~ / Y \ / WAlL 349.0 343.0 x= TAI G WALL MOD l BLOC - ~ E HEAD
v v ~ azo ~ azs ' ~ 1 ' ~ ~ ° / / 13 W 349.D 341.4 BY YS~ONE OR E~t1 aLL
\ \ , i ~,i i °k i, ~ ~ 1 2 - ~ / 14 DB 358.1 353.6 353.5 TRACTOR SHP~EL PROVIDIrr; P DRAWI S
,b . a ~ ~ P~ Q PPROVED 'LICENCED/ " CTURAL 15 DB 358.1 355.7 355.6
~ ~ ~ ;iac / r 3aa.3 ° ° ENGINEER IN ~ HE STATE / ORTH CAROLI A REFERS TO TOP OF CURB FOR CURB INLETS AND CATCH BASINS ~ N T 344.3 ~ ~ ~ ~ ~ + i
d \ / ~ 1 ~ WALL E 338.0 ~ ~ \ \ p .0 ~ WALL E 338.0 ~ ~ o -~.5,
~ ~ '~y e i I i , 1 3, ~ , b \ , x nvw _ us>Lrr / / Nom: THE FOLLOWING IS A DESCRIPTION OF EACH STRUCTURE TYPE:
~ ` ~ i ~ ~ ~ oo ~v ~ 1.$~ ~ ~0 1 s ~i v 34:6 _ I, ~ ~ ~ ~ / j N WT - 3ab.9 O~ _ 745 / CI NC-DOT STANDARD BRICK CATCH BASIN (CURB INLET) roP ~
\ ~ i0. wv ~ _ ; (SEE DETAIL 17, SHEET CD 7) INY OU~i'33 . ~
~ V ~ 344. o ~ _ ~ V I Vv• h'AN ooa~ ~ OP 331.71 IVWT 37b35(ES \ BUFYER ~ ~ iJ ~ CB TOWN OF CARY STANDARD BRICK CATCH BASIN
IN \ \ l OO ~ ~v A ~~.PER PUG _ j~!~ ~ (SEE DETAIL 15, SHEET CD 7) I i \
/ DB 1 RAIN ASIN WITH DUCTILE IRON GATE NYLOPLAS 8 D B ( ) a ~
1 ~ ~ ~ ~ ~ ~ s< o ~ (SEE DETAIL 15, 16 SHEET CD 8) Y / i~ lf~Q i iii
r ~ ~y~. ~ ~ z Oo ,,~I~s ~ ~ ~ - ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
~ ~ ~ ~ i i ~ CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND
i I ~ I x TOIN1d i~E GARY ~ 1 ~ i~ x ~ / /i DETAILS. i
20• SANITARY OEIh`LR EASEIv1EN I ~ ~ i THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION
r~ I ~ W Z / COSTS ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED 140' LAND~CARE BUFFER STREETS, ADJACENT STREETS AND THOUROUGHFARES AS
I I , ' ~IP ~1P ~1NE[YCH~NNEL ~ ~ ~ ~ - gx MIN„~$'L0~3~5' WIDE ~ .v % ,4 PER PUL i / REQUIRED PER TOWN OF CARY POLICY STATEMENT NO. 13. THE
a a ' iI, ' ~ w MA-X=-ENE SI7~ ~ IHT ~ DEVELOPER SHALL CONTACT CAROLINA POWER AND LG : ~ ~ COMPANY AFTER PLAN APPROVAL AND PRIOR TO
RIP RAP LINED CHANN1fL ~ x ~;q 'MARS. WEYGIiT.'~F` ST ~ i CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN
I~IN. 8'LONG 3' WIDE ~ ~ RANGE,~KI 'vVEIGJ~IT~ ,J.~' ~ ~ . ~y~~, x WEIGJ;I'f' RP,NG ' 7 ,STONES; 10C (ONES; FOR THE SITE. 100-YEAR FLOODPLAIN
hIAX, STONE SIZE:4 A ~ .y -a~`~ 501 ~'0 LE , ! ; , f~1~AX. WEIGHT OF STONE. J~5016 ~ ,~~y'h• ~ ~f TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR
RANGE IN WEIGHT: 25-15~~wk~\ Y EDGE OF BUFFERS ANO STREETSCAPES, THE CONTRACTOR
WEIGHT RANGE OF 75~ OF '~v ES: \ ~ ~ / r~ 50-150 LB @1 \ _ 33os3 ~ ~ - J ~ ~ ~ SHALL CUT MINIMUM 2 FOOT TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS.
((\~~A\ INV - 323.as(N), ! 11,, ~ ~ / / ~`-l'~ INV IN - 4.43(~~ ~ I ~ % ~ J~511~E F(i THE TREE PROTECTION FENCE SHALL 8E MAINTAINED ON THE
\ INV W3 - ~RS~ ~ ~ ~ r 1J,i ~ SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE
1 ~ /i 1~ ~ ' < ~ ~ Ic~~- INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO} IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL
j ~ ~ o '1 ~ IvE' ~t RNER PI~.~ r ~h' - / ~ ;)Nr ~ / ~ u Z_ c SITE INSPECTION FOR THE CO.
1 V I~~ i
i I i w i'y 1, N~USE RIVER B~~~ CEP, l! ~ z ~l ~I ii ~ s ~ ~ I `l 30 LONE 1
i ~ i
~ ~ / I ~ /
I ~ x / r~
i r
~ i - ! o ~ ~ 1~ /
PHIC SCALE GRA
J / l / / /i 40 0 20 40 8D 160
j/
i 1 ti% i
~ ~ ~ r ~i < i ( IN FEET )
l`i i o / ~ 1 inch = 40 ft.
J .r Y i ~`t 1 ~l!
DATE SCALE: 1" = 40' SHEET PAGE PLAZA
REVISION DATE OWNER: COPYRIGHT 2000 Assoc ~o CAR SUBMITTAL DATE JIM SCHAAFSMA e 4 DEC 00 DATE: 11/04/00
f"o s Ole TOWN OF CARY 4 DEC 00 1 PRE BID/REVIEW COMMENTS 03/15/01 C/0 CRAIG DAVIS PROPERTIES NTIN ATES P.0. ~OfE s,o ti 3605 GLENWOOD AVENUE BALLE E ASSOCI co CORPORATE P Q 9
TOWN OF CARY AND BID 22 JAN 01 ROOF DRAIN/ DWQ COMMENTS 08/06/01 SUITE 435 THIS DOCUMENT IS THE PROPERTY OF SEAL SEAL 2 41 'BALLENTINE 22 JAN 01 GRADING 8, JOB 10011.00 OFFICE BUILDING CD
RALEIGH, N.C. 27609 BALLENTINE ASSOCIATES, P.A. 0328 CLIENT: ALL RIGHTS ARE RESERVED. ANY 6507 TOWN OF CARY 5 MAR 01 5 MAR 01 940 NW CARY PARKWAY
REPRODUCTION OF THIS DOCUMENT OR ASSOCIATES RA CRAIG DAMS PROPERTIES POSSESSION WITHOUT PRIOR PERMISSION ° TOWN OF CARY-FINAL APPROVAL 5 APR 01 5 APR 01 STORM DRAINAG PLAN DRAWN BY: e.d.k CARY, NORTH CAROLINA
3605 GLENWOOD AVENUE OFBALLENTINE ASSOCIATES, P.A Ch °p°I M CA 1` 221 PROVIDENCE ROAD, CHAPEL HILL, N.C. 27514 SUITE 435 WILL BE SUBJECT TO LEGAL ACTION. (919) 929 - 0481 (919) 489 - 4789 DWO 6 AUG 01 CONSTRUCTION DRAWINGS of 9
RALEIGH, N.C. 27609 6 AUG 01 REVIEWED BY: J.B.B.

"'Ibis ooni6a tlut this copy olthis pot uamtey depias the bamduy of dx
jiaisdiaion orSoaion /a oftl,e Clean Wtta itu is the eras impsaed by t1,e
prcsat proposed saiygy, as daenninod by die widaxipad on this date. Other
stns orjuriseiaion may be presan an the site bat love na ban ddinatod.
Unless diae is a lunge n tlK 4w a oa publishod rcgulatam, dsis
delesasaation of Sedan /a jaisdiction may 6e reliod aeon ra a puiod na to
escaod five yeas from this date. This damnaation was made utilising the
1987 Caps of Enginoas Walaids Odination MamaL'
(n??
(tdk)
(mu? v
KEY
?Petland Location Ma
P
of
Centre West Property
C?c N«tn a?a„e
JOB #: 19714
DATE: 25 Sept 96
SCALE: NTS
DRAWN BY: C.A.W.
REVIEWED BY: G.N.J.
REVISIONS: AREAS 5 OCT 98
Sheet 1 of I1
BALLENTINE
ASSOCIATES, P.A.
can w = o? "" "` ?»?.
inn «. - .?
0
• ? ?
O
,p 2 ?? ??e P
V ? odn
3
GRAPHIC SCALE . -- •? ' •--? . F
/- •1 ..
. '. •• '. 8
so o as sa l00 200 •'.'.'•'••.•.' .'•' a.?,
. ' ?•?.
•. .. 6p.?
. .. 4
' . ?:5
IN FEET . / .
1439. ..
1 inch = 50 ft. • ' 4tt0 .1438. • • `k3o. 1?Zs
' ? ?A31.
• . ' .1.393 • ' . 1394 • ' . ' • ' . ' • kp'1 .
• .J •Q
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• • ' v •? • • • E3g 435 • '?k,5
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• 5 '`.
• • i.? e? • ' ' ?
• •? .??•
. V?` 6 L38j • "this eatifies That the copy ofths pint.aan[dy depigs the bouadasy of dK
_ ? ?,3a • iaris?icfan of cation <a of tlrc Ckan Water Aa a die areas
• , ?? , ' P? peposoa aaivity, as 4kiaminod by drc ecdasignod a Odra
• ? • eras afjmisdKtioe may k prcwt ea tle: sik bd
' - g . V • ' (talus there is a love oat boea 4kfaKated.
• dwtge a der: law a aw pubGshod
. ?.?` ' h tietaaibation of Sation /a jurKdctpe au be ndiod ?G0°s d°s
. / Y uyson fa a period not to
. eaoood fire yon from dus dtk This detanwutioa wu
. .1.450 19E7 Cusps of "'? ??B dK
• • • • •. •. •. •. ??a ? • .... •• • •
. ?
2 dak
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r .. ... •^? ?' . . •. .' . •i
. .•.• .v?. .?. •..•.. .'
. g• LEGEND
• ti 1 C?
'1.1.1' . ?•y1 ?•
? v? ? ........-......-........
• ., ..
... ::.......:.:.......:.:....'. Area 1
?.: ?`O , ,. ......•.: • ......................... Neuse Stream Buffer •
? . ? ? . • . ?j ..........-..•..•..-..•....... Wetland Location Map
+? • ? of
?•
?- 5
?• Q
• . ?• Wetland Limits Centre West Pro ert
?- d-? P Y
N • .. ' . ' • ? tr«u, car?t?
• 1tttUts?t?rr,
Z ?,, ,,,
\ .? CA '. JOB 19714
? ,, ? Rai ., #
?? ?•?......?•?/y ?, suRVEVORS cr?irFlCAnoN DATE: 25 Sept 98
;` ?o' ?STE ti9 `F,
?. G R s SCALE: 1" = 50
j (? F ? 4 Dregory N. Janet' hereby certify ihat DAWN A.W.
. ?• 0 S ? tlw weilande houndary depkted hereon R BY: C.
1 ! ? b a result of a fkid curve eonductad REVIEWED BY: G.N,J.
?? SEAL y Wetland 1 Area = CT 9
6 ? by Bapantlna Aasoclates an Augusta 1998 REVISIONS: AREAS 5 0 8
• ? - ? f L. 3783 ?; - 1.024 Acres
' •y o: ?
A ., ?, n Sheet2of11
C •ti? ? . lt, , Total Wetlond Area
?,? ..•NSUR??.• ? A,. L-37&3 2.037 Acres
??? FC a••' ?? v?v Igna a Regbtratlon Na:
C? % CRY K• ,?
0
'/ Data BALLENTINE
s
ASSOCIATES P.A.
0 Y21 Pe011JE11CE Ra/p, CIIAPEl. tAfl. t4G Y7614
(ell) e29 -0461 (ele) ba - 4769
a
. w • O 'J
t1. ?J
h. •°s? ??•'•'.•.'.
.?•
GRAPHIC SCALE •. ?o . ? . ? . ? '
•? •? •
so .? __ _ . . ?/ ' a ti.
a ,? ? ?
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0?,9 ?9 •
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(ix? /. .
f inch= 50 ft. • ? ? ? • ? ? •
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LEGEND •••••',o ?,6••••' .' •..
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tream Buffer 0
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,J

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Wetland Limits ? ??
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dh •
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3 .?. 6 .?.
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' . ?? . ' ? • ' • ' . ' -n? aeAirKS that arx
i copy of dds plat aaaatdy ? , of die
5 "
' ?. Sadioal9{afdKClanWata '
. ?? . Actatkaras' dad
• . ' • ' . • ' . 4 • ?4?0 . pad .diver. ? daemwned ,? ""' ?' °? Area 1
. ' X430• 14 . ' . ' . ' • . uaas of iarisdiaion nuy ? ore ? undeaiybd as ihic dam Odiar ?
1 29 ? ?? ?40g . ' u? ?navana?ddinated, etland I.ocatlon Map
• C.43 ??ti UKrc is a ahuKe n dk bw a as pubrahod «gubtiont, tbis
• 2 ' . ddanainatioa o(sadian /0l;aisdiaion ma tK of
. ?q,0 '? X428 . ' . ' . ' . ' 425 k?a. ' . ' aoxad rya yarn from dws eta. Thor daamina "p°" fa a period not a
. N .??p1 .40d. ' 4 X426 V • • ' . ' 1917 ? ? Inds ? tion ?' "'s made eN,mn? uK Centre West Pro ert
,?.o. ?2? mot- •? P 3'
' .v° (40q? . '407 . I
. ? 4? (atnfa) fkr? North CadFw
M ? , _ 405. ?. (fork)
JOB : 1 7
?.?. .••'•' .' •' (?) t i? 914
• suRVEYORS ceRttFlC?noN DATE: 25 Sept 98
'S SCALE: 1 - 50
k • . ' , ' , ' . ' ?t?ttnut+rrr,,, I. Gregory N. ,woes, hereby caliry that DRAWN BY:
' ?• ? ???t CAR ??i, the wetlands boon C.A,W.
' A . . '(1? 0 ,? to o result of a ?dery,?depwted neraan Wetla - REVIEWED BY: G.N.J.
'h _._._ ?, ? ?,..... ?/ rvey conductee nd 1 Area -
• v • y- `?? Q? • T ?•,N,9 'ice by Ballenthe Assocwtes on Auguat 6, 1998 1.024 Acres REVISIONS: AREAS 5 OCT 98
. ' . .. ?? , ?,• ??s ERFti ,?
' '. ;?`` a r Sheet3of11
. ? otal Wetland Area
. = L i ? ?-a?r33 2.0 7
y SEA 3 Acres
• ? jr ?.?83 ?; ? ignct Regbtrotlon No.
•' . • . -,,? •..,suP;;?.•• ? ,?? ame BALLENTIN?
. ? ,,F? ... ?o,,*
'%,ORY N? *??'? A$$
OCIATES P.A.
rrrrtttttttt ? rROwa+cs: aao, aura tai N.c nsu
(toe) a?a - eat (9ts) yea - sea
• ??•
' ?yAA
_'? k9?•
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L474
Atotddite C
GRAPHIC SCALE
ea o 2s so 100
(IN FEET )
1 inch = 50 ft.
LEGEND
.'.'.'.'.'.'.'.:'.'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'.'.'.'.'. Neuse Stream Buffer
Wetland Limits
??s ?
'°o
s
200
```,?I11fttFF1/???
.?? ?N ?aRO ??'?,,
`,• aR,,......,. li ?,
??` 0
•
' SEAL
' < L- 3783 ?;
c'iti ??' ?
c
''?, CRY N ? ? ??``'
'rrrrr r, n l l lslts,
SURYfYORS CERIIFlCATION
I, Gregory N. Jones, hereby certify that
the watlanda boundary depicted hereon
b a result of a Bdd surrey conducted
by BatantNie Asaocktea an Auguet 8, 1998
L-3783
Sign Reglatratlan No.
Q?
Date
Elrea 1
Wetland Location Map
"[lus oa6fia dw drx upy a<au pl,t.«urarey depias dK bomidary allbe
jaissaioa ofsoa;o9 r0! o(Ihe glue Wua Aa'r dK eras iapadae by die Of
? tx'6P??+?+s'My. es dewmiiad by da eadasipibd as des dale. Odra ,
? ? ellef oljmrsQictiao euy be prescnt oe dK ? but baK eol boo deGnatod. Centre West property
?k?g ? llalea dare is a chtr<e n die Vw a our pubCehad reteltWnt„ Ibis
ddamiution of Seaioa 101 jurizdidion auy tx rc(wd epos fa t paiod aot b ? North fadha
? ?k?1 excad fire years from this due. this dauaunaiaa ens eude arTia? da
19t7 C«ps o(Entinoas w Dd' JOB ?: 19714
L451 ?e DATE: 25 Sept 98
? (ame) SCALE: 1 = 50
? (?1 DRAWN BY: C.A.W.
L475 (?) REVIEWED BY: G.N.J.
REVISIONS: AREAS 5 OCT 98
Sheet4of11
Wetland tArea =
1.024 Acres
Total Wetland Area TINE
2. , A BALEEN
03 cres
ASSOCIATES P.A.
!21 PRO\gEHCE ROM, QWPEL lu. KC. 27514
(919) 929 - 0161 (919) 469 - 47e9
GRAPHIC SCALE
w o u w is
(W FEET
1 inch = 50 ft.
_ R?? (Ad
? ?
200 ,?? M 3(j?
[?? v
?„ J ? ? fro
O ? v
v ?
.? 0 ?
' ? v 351
? ? ?' ? ?r
? °? ?k ? 5
3
v?' ? ?'?
v ry
. ?"`O 0
' ?
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•
.. ? . • ? f 2
? ?• ?
•rb? oenirla rhu ruts aPy of des P? ? 7 ??
jurisd'laial of Sactioa 101 ordle Ctna Wsta Act o drc eras hpkdad by drc
prcwit proposod ediviry, u (1d471aC10d by die mdusipbd oa dus due. Od1a
uat of jlrisd'Ktion auy be preset as the site but lux not been deruleued.
Ualess dlac $ s dutKe a de 4w a our pubGsbod Is?ukliont, dds
ddemiwl'aa orSection 101 jurisdaion auy be reGod npoa fa a paiod ax w
aooooa fine y«rs Goa this due. nls detamin<tioa wss aude ut8iwla the
wa7 c«ps orEnaiooas wawl? oerelntial htsnad.•
(?)
(?) 3 t
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• ??
.9?C_
`(' ?
• ? kry
?? ?. ??
' . ' • • LEGEND
•? . ?.
• 'J?. • m ? • . '
•?
• '? Neuse Stream Buffer
?4, e C
. ?RD Wetland Limits
. L?. •.
. ' . ' X38 • ? . ' v?Yats (?R?ctnoN
•
• •?3?
. l Crogory N. Janen, hereby cerfdy that
' .0 , ' the weHande boundary depleted hereon Wetland 1 Area =
• h b a result of a field survey conducted 1.024 AtxeS
• , v 1`v• ttltlll?rr' by Baaenthe Associates on August & 1998
• , ? . ??? N CARQ 4i Total Wetland Area
• M 0 ,. 9 2.03 Acres
• ? . F?
• ; ?? ? . n a Regbtra8an No.
•
• ? - SE _ - C ?'Z-98
. 'ry• ? ? ?.
. h° . ? L- 3783 Date
o?. , ??. ,,,1 RY 41,,
. ?{j t. llfllllllll
Area 1
Wetland Location Map
of
Centre West Property
Cary, North Canlha
JOB #: 19714
DATE: 25 Sept 98
SCALE: 1 50
DRAWN BY: C.A.W.
REVIEWED BY: G.N,J.
REVISIONS: AREAS 5 OCT 98
Sheet5of11
BALLENTINE
ASSOCIATES, P.A.
441 PROMOENCE poh0, CiIAPEL H11, &G PT514
(919) 929 - 0461 (911) 469 - {769
'This aetGCNx dul dds Dopy o(dus pot aoaaatdy depicts t5e boondasy of de
j?rstdidioa of Section 101 o(dK Clay Water Act is die errs: ialpatsad br dK
P? ProPosod auirity, as ddamuad by d><aadatiplod as this dak Od1or
areas of juis?idiou auy be present oa du ate but lux eot ban defitwsed-
lkdas daze a a cluKe a dK 4w a av< pnbGshed tquktioos, dus
dderaieuioa a<Samoa fW juris6ctioa auy be reGod spas for a period aot W
atoood fix yeas Gom this due. This ddaminatioa was erode w'GriK dK
19p Cates of Enpnoas Wetlands Ddi+latioa 4taaual'
vJ?l
ttak?
GRAPHIC SCALE ? ?
t??
so too soa +?
(INS)
i inch = 100 ft.
R? of
'°ss?>.
try
A?
LEGEND
C - -.
Neuse Stream Buffer
Wetland Limits
L ,? $
0 \ t,,,, g
? ?
S ,? ?
0 9 s"
4 ,? ?°
a .?
Area 3
Wetland Location Map
of
Centre West Propertp
Cary, North Cemlha
``?tlttu(l t l rrrrrr,?
?? ?,CARp? ?.
?V•?o• \C jEp•?e•7 i'
?4G J ,IFO
•4
?? ,
- SE -
- ?• -
" ' ? ?-3783 ??
;9 -L: ??
? ••?o v?• w.?
? .. suR.. o?',
.,, F? •.......• ? ??,•
%,,??RY N•t,,??
run1111st'
SURVEYORS t3:RnFlCAnoN
Wetland 3 Area =
0.030 Acres
?6?
JOB #: 19714
DATE: 25 Sept 98
SCALE: 1 = 100
DRAWN BY: C.A.W.
REVIEWED BY: G.N.J.
REVISIONS: AREAS 5 OCT 98
I, Grogory N. Jonas, hereby certify that
the wetlands boundtry depicted hereon
is a result of c field survey conducted
by 8dlenthe Aeaaclates an August 8, 1998
L-3783
tur RegiatroUan Na
0 2-
Dote
Total Wetlarid Area
2.037 Acres
Sheet 6 of 11
LLENTINE
BA
ASSOCIATES, P.A.
421 RIONOaif.E ROM, a1APEt HILL. N.C. 27514
(a1a) a4a -sat (a1a) 4aa - eras

+tv
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.?? 4?
gory ?ry , ' .
??
GRAPHIC SCALE
? zs so Sao
(? FEET )
i inch = fi0 ft,
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Iw?u?crt4lf SaGioo /OS of d
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oa d1e site 6u hs+e sot bean dcfimabd•
Udac t5ore h .
? w drc 4w a ar p96Gs1? "
4{OtQ?
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.
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or, t5is
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•
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+?,+ttttu,t,,,,
++`` ?N CARp `''?,,
?,, off,,,,....,, liy ??.
?;?° c,?SrER''s9
.?? FQ.
;
- SEAL
;? L-3783 a;;
C;9?, ,?. ?
?'?,??R N • ? ?,,,
111ttt1t11
rin from this duc This detetnli6slioa vu ?p°t10Q eot to
?°. dLnds Udine6tioa 6t+nmL"
• ?r ??
???
??? t
• Area 2
• Wetland Location Map
' •• of
Centre West Pro ert
. P Y
ce?r. H«n,
LEGEND suRVt:roRS t?tntxAnaN JOB #: 19714
DATE: 25 Sept 98
4 Cra?ary N. Jong. hereby aertlfy that SCALE; 1" = 50
........-r......-- tha wetlmds hounaary dapktee Kaman DRAWN BY; C.A.W.
••••••••'•'•?.•.'.'.•.'.'.•.•....'.?.•.'.'.'..•....?.'.' h a raadt of a field tansy can4bcted Wetland 2 Area =
• • ? • • • • • • • • • • • • • • • ? ........'.•.•.•. Neuse 5tream Buffer by Ballanthe Asaoclates on August B, 1998 0.992 Acres RENEWED BY: G.N.J.
• • • ' • ? • ' • ' • • ' - . •. • • • •• REVISIONS: AREAS 5 OCT 98
Tatal Wetland Area s
? 3ye? 2.037 Acres heet 7 of 11
Wetland Limits atu Regbtrattan No.
-[0-f2•?$
Date
BALLENTINE
ASSOCIATES P.A.
441 PRONppICE t:ow ?
t019) 029 -0461 QUPFL ?' N.G 47514
(919) 469 - 4769
:. \
GRAPHI •'.•??••??•?•.••? '.?•.••?•••?.
C SCALE
- .l •. '. •.•L?s. •. •. '. •.
? 0 25 sa too 200 . C3 .. : , .
• . 1 • S •
• ? .
• .
? LEGEND .' •'?•'S?•'•' ?.'•'•'
.'.'::.'.':.'.'.'.'.'.':.'.'.'.'.'.'.'.'.'.'.'.'.':.'.'. Neuse Stream Buffer • ' .. ? • • ' .
.. - .. ?o.
_. ??.
Wetland Limits ? • ' '
• ? '?
9
h .?' .
?.
k,• •.t\
'? ?' ? ?
. . • • . ? L? (g . a . • • • • . • .. (? ?
0
• L25 ? ??)
•• h. ? Q ?
• . ^ . '?' ? ? «ttirKS dwt This Dopy of ibis plu soarstdy deP? tk bomdsry of drc
? ,y • . • . ? . . ? «ioa ofsegion 101 of drc Clan wsGr Aa m the uas ' tla
hr
• ' . ? ..?' • . ? . ? ? • . • • . ? • . • i propo?md saivity, u daasnined ey the tsodasipnd on ? dstc. other
. /
l22 srou of jar?aiaa msy ? present as dirsite but hsve sat ban ddmata?
. . • • . • • . ' •? G • • . • . • . • . • . ' • . ' . / ' thte:s these a s chine a tlrc ?? ar our put?dod «guWiaas, this
^• .7- daaowa6on of Soaioa 101 jumd'?aioa ony be rcGod upon for u paiod Dot a
.. _ \ .a
.. ._._ -rte/ m . / acoood five yeas from dws mte. This ddermitutioa wu msde uu'6mg dK
• .0 19t Carps of EKimeas tVetlsrds Dd6tatiaa Msowl'
• ? h .. ?
L• (tak)
. ? . L51• (due)
. Area 2
'.?j4. •. .?zs. •. •. .*n'. •. .• •. •. •. •. •. •.• Wetland Location Map
' ,?.'. ?..•..•. •. 4s? •. ?.• .?., c9••.. •. ?.L7'. •.?s'. •. •.••.?•.•? •?. of
z . • • . • • ' . • . • . • •?'? ' • ' .. 6. • • ? . ? • tiry ?e ' ? • . ?za5 . . t2g? . L4 • . \ Centre West Property
'. •• '. ?. •. •.'• '. ••'. '. •. •. •. •. •. •. •. •L2ea• •• '• ?. '. •.
•.' 8• Lti• •'•'.(28 '!? JOB#: 19714
• ? ? o ' . DATE: 25 Set 98
. \: .'9 .?9• SCALE: 1"=50'
• d
• • • ? 9?• • ? DRAWN BY: C.A.W.
?? ? • .. • ' .i .: .. ? ? • ? • REVIEWED BY: G.N.J.
c ,ttt?it IPtI'lrjrfrr -•?• . .%
r CA ??? suR ? REVISIONS: AREAS 5 OCT 98
? . • . • . ? q?1 Rp?? ?, vEroes cErtn?anai • .
a .. •..•co?.,••.....,•.'?'% •. •. ?. •. ? Sheet 9 of 11
fi .`/ ? ?••?G1Sr?R ••9 ??. Cngory N. Jana, hereby citify Ihat \ .
%?Q, FQ ? .the wetlands boundary depkted haean Wetland 2 Area = . ' ?
t . as a rosult of a fteld survey conducted
- SEAL by Ballenthe Assoclatea on August 8• tssa 0.992 Acres .
f L-3783 a;
t .? o; Total Wetland Area BALLENTINE
G? S;yQ ?,%c??? ?-a?tu 2.037 Acres
-, ? ?.. suR?.•• ? .? to R Istratbn Na. ASSOCIATES, P.A.
.,MFG •••....• ?p ??, ?
?, aaov>oE? ?, auff,. ?,, wG :>5,4
''??r ?R Y ? • t,t`? - (sts) s2s - o+at (sts) +e9 -ass
rrrrnnutttt Oate

GRAPHIC SCALE
u m iao

?`??' o
`s `s
s
°o
s
cIN? .'• • .
? .. •
1 inch = 50 ft. . ' . • • •
. •?21 '?. ' . '.
? . ?
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3• a 6 .
. / .?.
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• .U . L225 '
. ? ? .
• '. .?. G• .• '. ? 1227. ?.7?. 15m1?5'1.404 •
u 7
• ? . <, 2
. J• ? .v 'Y
.. . ' .1168. ? 48 . g6. ' • '
.•.?.•. •••• ..?. •••?.'.•.•.•. •.?,?.'.•. %?.','. •.•.• s?• •,'.•.?. Areal
• • :. Wetland Location Map
. ?
-?
?•• ••. • •• •'. . • •. • . of
?_ .. - .. - . • - .. _- .. - ./ Centre West Pro ert
P .?
c«y, North caoene
JOB ?: 19714
suRVl:rats t?rtnFtcanoN DATE: 25 Sept 98
LEGEND luulrlr t. may N. Jones, naeby certify that SCALE: 1" = 50
Lists lr,4 U1e wetlands baunday depicted Hereon Wetland 2 Area = DRAWN BY: C.A.W,
??? to CARp '?, b a rewlt of a eeld eurvey conducted REVIEWED BY: G.N.J.
- ?•` (R?•?....ti ?/ '., by Balenthe Aasodatas on August 8, 1998 0.992 Acres REVISIONS: AREAS 5 OCT 98
..................-........ ?.•• ST '•ti9 ',
.......................'......•..... ? C??. G? !tR .• T 01 Wetland "This tatifia dut this «py of this p4t eaauatdy dcpil;ts dle of dle
.' ...............................'. Neuse Stream Buffer :?? FQS - of Area • • of section4lNofdleekanwuaAandeueas Sheet 10 Of 11
• - - ? ; _ ?-37ea 2.037 Acres ?10M1 , u aamlwlod dle 'Iro`a0d h' d,e
_ SEAL otur Re tetratian N 11f'"d1`170?'?"?' ? uad«siglodoadusdste Otba I
t ? L- 3783 ?: - 9 °' ertu of juretrriaian In<y be praalt an dle site but lux not ban adaeuod. I
tq Q? lJdus thae is a dung h drc 4w a our publishod squle(pns, dsis I
Wetland LI . 'L' ?: (0'f2? 8 det«minuanafsoaian?otjlrse'Ktionau bercliod rae I
mats ; ni .;yp ((, : lV : Dote y ? penod not to ?
? •., suRV,.• ? ,, excood rIx ycetS roeel ? aw. rna ddaminetan wes ?ede etai? d? BALLENTINE
?ii?G •'a..Ne ,Q `?? 19pCatpsor DdinatioaMesNUI"
?4 O `` ?Idt .
RY N ? ,, ASSOCIATE, P.A
'!!l1111111111,, (elnle) 221 PROMOENCE qa,p, CHAPEL Het, N.G 27514
tt?) ? (s1e) s2s -out (s1s) us - ores
(?)
LINE LENGTH BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING
LINE
LENGTH
BEARING LINE TABLE

U
39b
8
N8011'22v
. L7
l
46.9
0
N54'04'S2'Y
L14
2
392
8
S78'24'07'
E 121
1
4
3
5
'
' LINE LENGTH BEARING LINE
LENGTH
BEARING
LINE
LENGTH
HEARING
L 2 145 7 S43'34'41'Y L7 2 391 9 M2'04'S3'Y L14 3 33.8 4 S80'46'S2' E L21 2 ,
20
4 N1912
38'
6 N40'07'3
' E L28
L26 0 315
1 59A 4 N43
S6'Ol'
7 N
'
'
' E L352 5 S57'4512' E L423 28,1 4 N68'S7'19'V U9 1 315 0 N60'40'47'V
L 3 46.6 3 NB8.13'S3'V U 3 23,3 7 S85.44'33'V L14 4 56t 1 S73'S4'04' E L21 3 ,
102 y
6
6 S66.37'37' L262 17
3 71
37
OB
0 IOl•27'
' E L353 322 3
???? L424 44,19 N86.45'26'Y L49 2 25,6 0 N38'17'37•V
L 4 18.9 0 S69.42'S0'V
.
'
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7 S28'06'l0'Y L263 ,
23
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0 S75'S3'17'E L354 18,
% S69'S3'08 E L425 4697 N57.4416'V L493 47b6 S57.07'00•y
L
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6 17,6 5 N64
44
38
V
'
'
' L7 5 44,8 1 S51'03'28'Y L14 6 353 8 N6753'30' E L21 5 25,7 0 S70.01'14'E L284 .
42
85 N55.30'20'E L355 SBl'2119'E L426 45.50 N65?56'02'Y L494 2@50 S80.18'39'V

U 19.9 9 S63
23
06
V
'
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5023 N68.27'21'E L356 426 ?? 44ry U27 30.48 N44 37'24'V L495 4454 S81.3019'V
33A 0 S68
IB
07
V L7 7 24,43 N79'26'49'V L148 9&9 3 S80'31'41'E L21 7 17,32 S80'S6'23'V L286 17b7 N39'3t'08' L357 ? 1
?•? 07'Y L428 20'47 N2B'll'42'V L4% 38.45 S34'll'02'V
L
L9 B 424
2
5 8 S51'3013'Y
'
'
' L7B 4080 S66.54'24'V Lt49 14.% S87.11'35'E L218 192 1 M2'45'S2'y L287 2L22 E
S59'41'S5'E L358
L3 20.43 MO'17'19'V L429 34.75 N24'02'21'V L491 44.31 N73'37'30'V
1 0 M2
06
S4
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92 S87'06'27' L288 1633 N63'
'
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LI O 16,95 51910'04'V LB I 21A2 S66.41'00'V LI5 1 514 0 S60.11'S0'E L22 ,
0 4327 V
N62'41'04'Y L289 49b2 31
09
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S83'05'S
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N815118ry L431 2857 M2'28'38'V L499 32A5 N42'05'45'Y
Lll 63.65 S69.49'34`V L82 35.62 S61'S7'42'V U52 65A7 S83'19'22'E L22 1 32
16 S31'2953' L290 18b8 5
E
N30'34'
' L361 i8b0 N49'S4'26ry L432 28.17 S46'1812'V L500 48b3 N75.45'S2'Y
L12 3022 S3@•41'OS'V L63 25,84 N74.34'29'Y L153 17b5 N55'li'S1'E L222 .
33
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S69'21'02' 1291 37A4 23
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.
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' L362 Sb0 N27.15'36'E L433 16.86 S25 47'S1'Y L501 66.73 S53'16'S6'V
L13 2825 S46.02'00'V
L84
5660
N66'43'30'V
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19.70
S40.51'45'E
L223 ,
1726 V
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Ll4
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16A1
S74.0t'28'V
LI55
4558
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L224
8 37
20
S6
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29
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L503
5119
N66'37'29'V
Ll6 36,89 NSl'3318'E L86 24A4 N86'37'S3'Y L156 29,36 N95.58'34'E L223 1
12
38
72 S69
16
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'
' L365 ?'? N53'21'22`E L436 3824 N27'27'45'Y L504 33.43 N88•l4'06'V
L17 36% N07.54'39'E L87 35b2 M8.01`57'V L157 49
40 S25'44'31'E L226 ,
2 52
09
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04
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UB 32A8 N48'S0'45'E L88 46,73 N54.12'26ry LI58 ,
3034 SOS'44'10'V L227 332
2027 S23
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L20 4&08 N02'3027'E L90 29b9 N46.30'O7ry L160 23.40 S03'2210'E 1229 .
3L71 1
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L21 927 N2l'07'45ry L9l 4683 N56'39'42'V L16I 3252 S00'42'S3'E 1230 19
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28
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S2
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L22 10.80 S76'02'16'Y L9 2426 N86'17'16'Y L162 42A4 53011'23'E L231 . N81
29
43
V
'
' L300 11.7@ N75'l7'35'E L371 2739 S74'S2'44'V L442 48.57 56215'56 Y L510 3629 S69'Ot'06'V
L23 ??% N13'SB'00'E L93 3232 S61'20'S2'V L163 51
04 S26'39'S3'E L232 17,30
2759 N3313
09
V
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' L301 1959 N86'4b'34'E
'
' L372 1654 M9'17'18'Y L443 29,87 S79.25'43'Y
L24 3277 N391953'E
'
' L94 44,96 N34.21'S4'Y L164 ,
26.89 S07'30'47ry L233 40.45 N61
46
lOry
S46.12'48`V L302
L303 9,93
22A3 N02
05
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S76.23' L37 1679 S13'39'30'E L444 3435 S78 49'38 V
L25 30,91 N63
40
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' S7ry L376 13,36 ???? L445 1637 N43'04 08'V
L26 27,74 N54.27'OS'E L% 1815 N26'S2'42ry L166 7080 S49'04'48'E L235 108b7 N50
0557
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.
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' L304 16,79 S57'OB'28'Y L377 29b3 N89'03'37'E L446 3218 N75'29'OS'V
l27 2L85 S92'07'48'E L97 17,71 N40'24'46'V L167 5356 S30'30'39'E L236 59.74 N34
06
02
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' L305 1089 N43'33'48'V L379 ?''% N60.54'31'E L447 2029 N89'46'0t'V
L28 9683 • N45.23'19'E L98 13,% N88'3B'S7'Y U68 121
75 S53'S2'28'E L237 6L14 N4815
ib'V
'
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' 1.306 ISbS S@7.39'S8'V L380 3724 S6B'27'36'E L448 1823 M4.24'47ry
L29 69,86 ` N22'12'27'E L99 12
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'
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V L307 8.14 S31'07'46ry L381 ?'? S81'24'04'E L449 59b5 N81.42'27'V
L30 38,39 N53'47'04'Y U00 ,
13,11 S65'58'42'Y L169
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12A8 N51
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S73'21'30'E L238
L239 1820 Nll'
11V
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. L?9 12.19 ??? OS'V L382 2L57 S43'S8'44'E L450 25.06 N55'12'S6'Y
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48
N22
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L32 4250 N30.02'46`E L102 16A7 N35•IS'44'V L172 2L51 S89'2213'E L241 42b9 N17
48
V
IS
.
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' L310 2819 Ml'27'40'V 3 30,60 S70'46'06`E L452 4787 N60'37'29'Y

L33
71.41
N84.46'07'E
U03
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N06.12'36'E
L173
3121
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'S9'35'V L395 27A4 N92'33'S9'E L453 34.44 S75.58'15'V

L34
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Nl7.44'4Bry
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1531
N55.40'29'E
L174
25
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' 25,82 N00
53
S9
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22
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L454
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L35 52.96 S89'47'22'V U05 18b7 N54'37'1Q'E U75 ,
23
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S57'16'S0'E L243
L244 64,93 N0250'25'E
'
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1 AS S42'43'07'E L455 3231 N39'IS'13'V

Lab
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L176 .
2720
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S27.47'15'V
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L177
29A2 N22
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S44'31'38'E L245
L246 27A5
3913 S%•40'S0'V
'
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. L389
3530
M6.41'03'E
L457
12.51
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12
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• L318 41b9 S59
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L39 35.77 S47.22'27'E L110 1451 M2'41'47'4f Lt79 1457 .
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59,34
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S13'2B'49'E L248 35A4 S74'22'23'V
'
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L41
9131
S41.4910'V
L112
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N60'3610ry
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L461
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955 Sl6.23'41'E 1230
L251 48.10 N67.27'43'V
•
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5.60 S44.3419'E L462 23.96 N66'25'26'V
L43 24,97 S53'S2'39'Y U14 29
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7
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L44 311 S50.24'23'V Ui5 ,
26.47 SOl'33'43'V U64 14
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L253 27b5
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.
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L45 3L53 S64.2119ry L116 4430 N85'IB'13'E U85 .
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'
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41 NOS•40'52'Y 27.79 S84
41
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L50 39b4 S03'1350'V L122 25,43 S68.2816'E L190 .
10.48 N21.45'42'V L259
L260 489
5226 N6l•48'46'Y
'
' 1.331 4883 S89'09'10'E 1926 S77 2414E L470 2455 S38'38'34'E
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09 N35'31'
' N5452
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14
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4 2051 S39'3021'E L472 33.09 S83'1957'E
L53 34A9 SI4.54'32'V L125 1644 S09'S4'44'E L194 .
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L336 25.01
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03 N69'12'OS'E
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'
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E L407 32,95 S58'S5'31'E L475 44.58 S56'02'34'E
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31.97 37
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32 L351 1982 S51.1T28'E L422 40.32 N83'07 0TV U90 22.48 N68.4T03'Y
Wetland Location Map
of
Centre West Property
JOB #: 19714
DATE: 25 Sept 98
SCALE: NA
DRAWN BY: C.A.W,
REVIEWED B Y: G.N.J.
REVISIONS: AREAS 5 OCT 98
BALLENTINE
ASSOCIATE P.A.
??1 rROVUace aoe, anza Nnt, rye zlsu
(9191 929 - W8i (919) 489 - 47E9
?,: ? ??a
Sheet I1 of 11
i
1
I 1
I \ I
i \ I ~ - RELOCATE FIIRE
I I HYDRANT
- - \ -
\
\I t
I 100 RIPARIAN ~ i g
RETAINING WA L RIP RAP (TYP.) BUFFER 37 .
MODULAR BLOC4~ / ~ / /a~o~
100' LANDSCAPE BUFFEF ;APE BUFFER ~o ~ti,y~ ^~6 h h ~
-CLEARING LIMIT TYP. AS PER PUD ( ) i CUT AND REMOVE t9 78.1 XISTING CURB AND
i 7 s E
1• 1 'h~0 3 • 000
CP oocooo h~jh~k
1i °ooo °o°o hhh6 378,1 ~ ooco°ooo ~ h0 ~
i i \ 00 0±000o hh6oti
i WALL TOP 360.3 WALL TOP 364.5 WAL TOP 358.2 i8.2 0 3~0 'y~066
i s ~j
~ WALL TOE 356.4 WALL TOE 358.2 WALL OE 355.1 i1 i5.1 ~ ~ 37=
~ ~ DITC CL 356. DIT C 3581 DIT H C 35 .0 .0 376 ~
- ------36-•------ - 370 - - ~ 4~ -'---370 - - - - - - - - - - - - _ 364'' - - m 372 • 66.1 ~ ~ 370'
362, 368 368 -362 59.1 ~ `~66 -~~8~
11 360. 366 366 4 360 ? 364 36 58 358 3 356 0% 3 ~ ~
1 000000 .0 1 X64 i 366 © 7 352 ~ 3 6 ~
~ o00 0000000 ° 1.5~ 1,5% 1.5% ~ o00 358 3S8 355.2 p ~ 58.7 s? \ y: ~ ,
oo°o0 356.9 358.5 356,9 3,56 1 000 M l h 353. 364 M ~ 351 • ~ ~ 2 , ~
1 0 00 43~ ~'S~ 353.0 1.5% • W s~ 36 ~ ~ 360 ~ 100 RIPARIAN. /
RIP RAP ED CHANNEL oao t3 g5ti 35 / GQ N 59. 356 BUFEER~
AND LEVEL PREADER(TYP.) o° 355.0 PAGE PLAZA OFFICE BUILDING e ~ • 354 , /
y~. FLOOR AREA 60,078 S.F. 14 356 352 / / / ~ 14 VIN - 338.73 350
_ 354 / 348 / / ~ 3 I 352 / / ^ ~ ~
FLOOR 359.0' FINISHED 350~~ / / ~ \ / ~
348 0 0 / ~ ~ \ 352, 346 `fib o / / 50~N~S~RIVER ~
~ ? ? 4.0 N "4.0 N 349. -344 °o'ooo °o ER / / 'BUFF ,
358.5 358.9
i A ~o 348 / ° oo / \
~ X X M ~ / x fi / i/ ~ \ ° ° ~ ~ ,
/ i \ c1; ~ \
it ~ ~ ~ 1' ,~h ~ ? 353.1 ~ ti 346.9 / \ 353.1 .~h / / ` / ~ _ \
v 15 / ~ - - / \ o / / , / \
19 / / \
1 5 / / \
~ v ? - - ~ 3 / / ~ /
1 4v" 4~ 355.4 0 1 ? 7.2 1. 13 / /
I •S~ V I ° / / /
/ / / /
1'I ~~s 358,9 4.0 ~ 1 ~ s~~ 358 • 35 , ? 353.2 10 / /
CL CREEK ~ s~, ~ 3 / ~ / o / ~ i /
~ 357.0 00 / /
o / / ~ /
356 / 50' NEUSE RIVER /
355.5 13 / BUFFER / /
` 1 0 IPA IAN / ~ ! /
,3 ,col ~ 354.0 l'~ 35 FF R / / ~ ~ /
354.0 ? ~Q N ~ R .35 .7 / ~ + / i / 1 / /
_ _ ~ ~0 I ''3 7 ~ / / -
f ` ~ 353.0 346.9 i ~
i 8 ~ / i - / / i i / /
~ ~ / i~ / /
I ~ i ~y~ 346.7 / I / / i /
~.J ~ 348. / i /
~S? i / i
~ C~ 4 i y ~ \ 34 ~ / ;
~ ti 24 F p I ~ ~ /
~.J 9 51 34 7 I 9 'A~ 51.0 1. °e 3 i ~ ~ 34 7 / ~ . / ~
I F 350 2 47.5 X7.5 / ~ ~
I '9 i ' h6 / ~ / / 3 / i ~i ~
i ~~350 i 47.0 / ~
I ~ 47.0 I / ~ 1 / ,6oP`ti /
; 3k i h~ / \ / \ / ` /
i i / /
i 2 i 49.0 PROPERTY LINE y'~~, / ~ / ~ / ,
i 1 i / WALL TOP 45. , / /
i 348 / WALL T 339. / / i
24 5. 5. i / ii / /
i P~~ ~ k6 ~ 20 0 i / ~ /
i ' / ~ / i / i /
/ ~ / i~ / / i / i
A 47,0 347.7 47. r, 2 / ~ .p/ ~ W / / / i' / / i
~ s ti >tA ~ ETAI ~ / ' ~ ETAI G WALL /
1 F~~ 'A F ~ ~ 346 MO LAR AR BLOCK ~ / MO L /
~J ~ / 1 S,p 3 roP OP - 338,57 / / ~ T ~ /
/ WALL TOP 344.3 iHv 9 / INV INV IN - JJ1.87 ~ / ~ TOP 344.3 INV IN - 3J1,12 ~ / INV OUT -330,97 / /
?3 ; ~ WALL E 338.0 ~ 45, 0 / E 338.0 ~ / ;
. ~ ! ~p 34 , ~ 9 / / ~ i / i
/ 4,5 / / ~ / ~ /
~ 1, % o000 / 344.6 / / , ® / i
7oP 331, 1 ? / ' ~ ~ ~ / i i
INV IN 328.38 344.6 i INV our - 3zs,31 ~ 344 , ~ , / / ' / i /
~ 342 0000 1 ~ ~ 1 34 0 ? ' / , ~ /
1 00 / ' •I ~ ° ~~338 / / i / '
~ . 100 RIPARIAN 8 ~ / , 0
o o / 8., / / ` oo , SS / , / , / /
\ i / ~ / / , ~ TOP - SJ7.16
\ ~ i / ~ S , / / 0 ~ ~ i INV IN -331,85 i INV IN -331.85 / INV DUT - J31.75
~ i / / / / p, .O~ ;
\ , / / / ~ / ~
\ I ` / ~ / TOWN OF CARY r / / / , \ ? / / i / / / ~
20 SANITARY SEWER EASEMENT , , / , \ ~ ? , / / / ~ /
(BOM 1994 PG 106) \ ; / / / 7 ~ ~ / / / GRAPHIC SCALE
r \ ~ 50 NEUSE RIVER / ~ / ~ i'100 LANDSCAPE BUFFER 30 0 15 30 80 120
I \ BUFFER / ~ / i ~ / / / / AS PER PUD ~ _ /
\ / / / ~ / / / - - -
IN FEET ~ ~ )
~ 1 inch = 30 ft,
/
\ / / ~ /
~ / ii i
DATE SCF LE: 1" = 30' SHEET
# REVISION DATE OWNER; COPYRIGHT © 2000 JIM SCHAAFSMA SUBMITTAL DATE A°°°cr°A q~ CAIRO
C/O CRAIG DAVIS PROPERTIES °4 pQ FESSr TO DESIGN TEAM 13.OCT 00 3605 GLENWOOD AVENUE BALLENIINE ASSOCIATES P.A. c q 13.OCT oo GRADING & DATE: 10/13/00 PAGE PLAZA DD
SUITE 435 m CORPORATE 7 SEAL
RALEIGH, N.C. 27609 THIS DOCUMENT IS THE PPOPERTY OF SEAL BALLENTINE ASSOCIATES, P.A. C328 6507 CLIENT; ALL RIGHTS ARE RESERVED. ANY JOE 10011.00 OFFICE BUILDING
CRAIG DAMS PROPERTIES REPRODUCTION OF THIS DOCUMENT OR POSSESSION WITHOUT PRIOR PERMISSION 7Fi CARtl o
3605 GLENWOOD AVENUE OF BALLENTINE ASSOCIATES, P.A. Oh°pel 221 PROVIDENCE ROAD, CHAPEL HILL, N.C. 27514 SUITE 435 WILL BE SUBJECT TO LEGAL ACTION. BAS (919) 929 - 0481 (919) 489 - 4789 STORM DRAINAGE PLAN DRAWN BY. e.d.k RALEIGH, NORTH CAROLINA DESIGN DEVELOPMENT DRAWINGS of 3
RALEIGH, N.C. 27609 RENEWED BY: J.B.B.
i

"'Ibis tatifia dat U1is Dopy o(this plat sauntely dapiUS the lwurdsry b f the
jrnisdictial of Satan +?+ of the Ckan Wsta Act is the ? ? ? Odta
? praposad sctiyity, as dcteaninod by Ibc midastpled ddineatod.
uas of jwise'ation.l9y be praent on da site but lave not boon
lhdas ItKnc is s flange n the 4w or our published retttlstions, this
Ectermitl9tion of saaion +w jurisdiction msy be rdiod upon for u paiod nol to
cooed five yars from this date. This detpm6ution was made utilizing the
1917 Corps of fatginoas Wdluds Odination Muual.'
(nom)
(tdk)
(?k) t/
KE'Y
Wetland Location Map
of
Centre ?Fest Property
?X Nath Carolha
JOB #: 19714
DATE: 25 Sept 98
SCALE: NTS
DRAWN BY: C.A.W.
REVIEWED BY: G.N.J.

REVISIONS: T g8
AREAS 5 OC
Sheet 1 of 11
LLENTINE
sa
OCIATES P.A.
ASS ,
711 p1a110[HCE ReAD. (StMEI. till. KG 47514
(9191 929 - 0161 f?91 ? - 4769
so
`J °?
?'
2 t.
?? ?1??e
GRAPHIC SC ? •'- .' • . 3 ??
ALE --? • F
/- • 1 . !\
' •.•• '• •. 8 ?.?
?s sa too sao ,•••.'.' •• .'.' •?;.?
. •,•. •.•.• 'S4.
• _ 4
!. 2..5
? IN FEET) . ' . . ? L439. • • ' . ' .
1 inch = 50 ft. ? ? . ' . ' 4+A .1438. : ' ? `q30. ' 1?
• ?. ?s
• . L393• • ? .1394 • ' ' ? 1
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r L 5 .. _ _•
• ? ?• •??
. . ' ?,?` fi ?8j • "1'bis a:uCKS thu this copy of Ibis pot aeaaat
• • Ag 1-'•? . • . i?d?on of seagn 104 of dK Ckan Weer ? •? e1e boundary of tlK
?? ?? a a dw area: impaaod by the
• ' , ' ProP?ed aaivity, as determined by the oa tlus
• :sJ' arcu of jurisdKhon uta '??0d d•te. Otha
' ? ' 9 • `' Ikkss tllae is a Y ? t oa dk site hat hne Dot 6aea deGrtnted
• ?? ?, . ' ? delelmiaatioa of Seaioa a the 4w a as pnbGshod rcNktiats. tllis
• / ? la?aioa my 6e ndod aiptm fa a period rat a
aoecd fi„e yeas Gom dus date. TThis daaminatian was made at?ng the
. • L450
.' 9 ? ?? a
',' 1. 2• (eau
?,'S6 )
• • ^O • . .
. n°j• •
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N ? ? •
?,? .,.
• ? ?,. N CARp? .,`
;` fir' SiE '•.9 '?
• ? ? O L ?
J ?
?? : ? r
6' - SEAL
•
'? t L-3783 rr: -
,f
A' .9 ?O? rj
.y
F
L
0
S
0
0
V
;? •.,a v?;•?,,;
.,??Q •..•SUR•..• ? ???
,,F? a ,.
'?,,,?RY K • tt,,•
<<A,IIl1I,1,,
suaveroRS c?t?c?noN
?, Grsgary N. Jana; hereby certify That
the wetlands boundary depktad hxeon
b a result of a field wrvey conducted
by BaBentlne Associates on Auyuat 8. 1998
L-3783
a e Regt+tratkn No.
ro ?-g?
Date
LEGEND
Wetland trees =
1.024 Acres
Totcl Wetland Area
2.037 Acres
Neuse Stream Buffer
Wetland Limits
Area 1
Wetland Location Map
of
Centre West Propertp
????
JOB #: 19714
DATE: 25 Sept 98
SCALE: 1" = 50'
DRAWN BY: C.A.W.
REVIEWED BY: G.N.J.
REVISIONS: AREAS 5 OCT 98
Sheet 2 of 11
BALLENTINE
ASSOCIATES, P.A.
721 PROWEHCE ROAD, CNAPFl f41. wG 27514
(a1a) aza - atal (a1a) ua - acs

GRAPHIC SCALE
?.
?..
? ? '
?. .
??• ". .
?'j• ' . .
'1•''
?ti.
_ ? h 6•
so 0 2s sa loo 200 ? ,5ti P .. • ' . '
• . • G?9 Gig .
// X3'2
(rx??r? •• •.'.'.? •.•
i inch = 50 ft. • • ? ? '
••
ti
.? • ?
,•?• , •• •
9 ..
?• .
'e ? .
,J
• '&
?. •g?.
•?'
•?• .
?• 0 .
LEGEND • .dry . ?.gry • ?q60 ,
y c?
........-......-........ ? ?>> ? h
'.'::.'::.:'::.'.':.'.':.' ::........... • ' '?0?. .gti6. •1,462. v`0. .
1i '.' ...............................'. Neuse Stream Buffer .9 •G?' t,31g .? .
?. G?' •
.,
•• ? 19? •.g`L.
Wetland Limits `J `'('?'
Ci
• 'J' ? .
• , ? G •
• ? ? o'. ••
• ? ti ?..
• ? •k ,o?' '. '.'. •.'. •••?
,,,o
• . ' ? 419 k?? • • ' . ' . ' . ' '
• 19 V •
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a ,` ?'C .' ?' .' .' .' .' .
e '? 1.? ,
? ?
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• ? O. ' 'v. '71s oertifia dwt d,is ocdws ?
. ? dK ??
. 3 2.
. E. • v arSoaioa ai efdK aan weta ea 1
• r?? Act n the eras inpedad by the Eil'
. •2 ; . ' 1Q ' ptctaat pcopased tdivKy. es daamrnod t7 dK undasip,ad as dds dau; tkha
? k Wetland Location Ma
55.
. ?. L ueu of jixiseexioa euy be presrnc on dK sae Ma love na tran delinaced. P
• ' . ' k'•? 1 • . . . ' • ' • ' k• ' U? • ' . ' . ' flalas d,ae is e n de 4er « out putd'alad rqu4tans, dns Of
• L • 429 • ' Vkti dektwtintCew of Seelia,l0! jarisdictiaa may be,diad upon f« a paiod,at m
. ?,?? . . ? • . ? «AOad rye yeea e«n d,? d,u. >? ea«mi?uGa, ,? ?x wil?;ng dK Centre West Property
. ??p1 ? Cg28 • 425 Vk 1911 C«ps of nds ion Mueul" 'I
. tv . 4p1 • ?d. X427• ' . '1.426 • ' . ' • ' (?) cQx N«,n cQa,?
•-+ a 404 ? JOB ?: 19714
• J L4U5 • L}?' , ' • . (du) t DAiE: 25 Sept 98
? . ' . ' • ' . ' . ' . ' . ' . ' SURI?EYORS CtR11F1cATI0N SCALE: 1" = 50'
j • ?, ' . ' . ' • ' . ' . ' • . • ' .. DRAWN BY: C.A.W,
. k ? • _ ' . ' ,++,tnn,Hryt 4 Gre9aY N. Janes, haroby certify that
'h • • ?v ??? the wetlands twuneary dapkted hereon - REVIEWED BY: G.N.J.
k ? ???` .??,CARp? '.,? Is a result of a fWd survey conducted Wetland 1 Area - REVISIONS: AREAS 5 OCT 98
?? . ' -=- `w ??.•'•••••'•y?ti 'ice by Ballentine Asaoctatea on August 8, 1998 1.024 Acres
' •? .• ? ,` ?,. ??STER ,9 ,A Sheet 3 of it
' ?' •• ??•• 1 ?i FQS ? Total Wetland Area
• .? t
. , . • . • • ? SEAL S L-3783 2.037 Acres
. ' _ g ? ?: ? ,goer Regbtretlon No.
• :9 ,. ? ro- -? TINS
. BALEEN
ti r ? -?-
• . ' .. i?' •••? S P???. 4/,e Date
' -.'?n ••..u..•• o? T? ASSOCIATES P.A.
' , ORY N ? re, enowecc aao, aw?a iu. n.c ne,4
• `? ????4rinn,N++v+`+ (e,e) eza - ou, (a,a) 4ea - aea
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blotchlMe C

L475
GRAPHIC SCALE
o ? ? ,?
(IN FEET )
1 inch = 50 ft.
LEGEND
Neuse Stream Buffer
Wetland Limits
??? mss.
?s ?
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s
``,111111111111//
.?` ?N FARO ??'%
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,? L-3783 ??
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'//lllllllll1ll11
SURVEYORS CERI1FlCAilON
I, Gregory N. Janes, heroby cati(y that
the wetlands boundary dapieted hereon
b a 1'ea{JIt of a fldd survey conducted
by BaGenUne Aaaodatea on August 8, 1998
t.-?a3
Reglatratim No.
t7'?' -
Data
Area 1
- Aretland Location Map
'13is oaliCKS tba Cris spy a<Crs pot aawntdy dcpias ik boudary o[tlle
;«s:6A'iae ocSeabo 104 ottk t:teae watt Aa d dK aras imp.aaa by dle Of
t proP? may. as eaaeunoe by the aadaisipnd oa flat ante. Otba
? aras o<;as?io?t.lry be prcsaa «, the sae but eaK sot boat ael'elratad. Centre hest Property
1.A?g ; ? Uoktt 16at: is a duKe n Cie 4w « o« pntldtod rqutataxls, dlis
ddaaiiastioa of Sea;oa 104 j«isaictioa auy b<rcfad epal fa a paad not b try, 11a1h tbmlino
?A?1 aoeeod Gre yeas Gam this eau. this damniaatioa wu aude ut0'vin? tk
1917 Caps ot•Ea?illoa: W Cd' JOB ?: 19714
?? DATE: 25 Sept 98
v (acme) SCALE: 1 = 50
(we) DRAWN BY: C.A.W.
(?) 1 REVIEWED BY: G.N.J.
REVISIONS: AREAS 5 OCT 98
Sheet 4 of I1
Wetland 1 Area =
1,024 Acres
Total Wetland Area INE
BALLENT
2.03 Acres
ASSOCIATES P.A.
421 PR01We1O£ ROM, QNPkl Ill. KC. 37514
(919) 929 - Mai (919) 469 - 4769

A$? `?
GRAPHIC SCALE - ? '
.M 200 ,? V M \,.?1
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Y v
w hb
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>H FEET e Q 5 ?
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1 inch = 60 ft. Q k
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• • ' • 1499
•• •• . •• ••?oo. ?,?9•• . •• •• . ..
• vEroRS catnflcAnoN
• ? . ' •• 4 ary N. Janes, hereby eertify that 1 Area =
• • ' ? , ' • ' a Hands boundary depleted hereon Wetland
• ^ of a field curve conducted 1.024 Acres
b a result Y
••'h• .• .•.' •'.' untr,r?
?' ? by BaAantkle Aesodatea an August 0, 1998 I Wetland Area
• ? . `?, ? ?,.....,?? ',, 2.037 Acres
?.?
• M . ? . • "Y ? L-3783
. `s • i ?'/ FQZ Regbtratbn No.
. • SEAL = = fo'?Z-9g
• •.•.' 'ry' •'.'.?• L-3183 o=t
• ; ? Dote
a .
• . • • . ? • • .,Fc ? ,,
• ? h. A. • ' ssir,unisty
• yp ?3
. ?
iclstlse attk
"ibis e<eu(KS ttut OJs copy ordus pot eonseldy ?P ?^?)•
j?Cfion of Saclian 101 of the t;fna Neer Aa is the eras impactad
? p?aposod atlirity, u damainoE by die uadasiQad oa t6is
eseu of jucisdKtion auy be peesae as tie site bd love not baa ddmatod.
(Ades: thae it r< dua{e in tla p,r a as ps6fafied teeuWioas.
ddaminst? of Seatioe 101 jurisdiaioa stay be nd'ied neon fa ? petiad aoc to
esotod fire yeas from dws due. 'lies daetmiatios ores made uUl'?ae? toe
1967 C«ps of En6iswas wed+?s DeLaatiat MrtowL"
t?•?
?? 3
?)
Area 1
Neuse Stream Buffer
Wetland Limits
WetIana Location Map
Of
Centre West Property
Oury, N«th parclino
JOB ?: 19714
DATE: 25 Sept 98
SCALE: 1 = 50
DRAWN BY: C.A.W.
REVIEWED BY: G.N.J. T
REVISIONS. AREAS 5 OC 98
Sheet5of11
TINE
ALLEN
B
TES P.A.
ASSOCIA ,
? ppaypQleE tt0/D, CHN'Fl. Hel, N.C. Y7514
(ete) ese - Ole1 tei9) 4e9 - 47e9
-T1is aatiGa dat dds Dopy of die plu totaately depicts dK boundary alder
' of Sauion 101 of dK Clan Water Act io dK tueas impeded by d><
P? ProPe? ?'^tY• u daamitad by die mda:ipwd ere t5is date. Ochs
:teas of jaitdKtiaa ?' be ptrsart as dK sae but baw: eot 6aa deGaabd.
Uttka dsre is a dame a dK 4w a as pubGsbod tqu4liont, this.
ddamiaation of Sattioa 104 jirv?iCtioa nay be rd'sd upon fa a period as w
afoood fne yeas kern) die date. T i>is ddaminaiion was Wade uu7uia? de
1911 Cates f><Eapnoors tYttlasds Ddinacion Manaal'
R? ??
'oss>>.
• s?
?•
GRAPHIC SCALE
(INS)
1 inch = 100 ft.
IFGEND
C
(aasx) v J? l
(tide) j
c?
Neuse Stream Buffer
Wetland Limits
Ir ?
s
0 ?, 9 ?
4 ,?
a .?

Area 3
Wetland Location Map
of
Centre West Property
fray, North Cardha
,?llltuncurUr4
?,?? ?, CARpt '??.
. wG ?a.
• ?.
EAL
S
• L-3783 ?'
- '<
:9 .??: ? ;
?; c's?' ?Cf w;
,,, F ....... ?a,,,
,,, coRY ?. ,?,,
'7jrnnnlcsltl
suRVt:yyoRS cErtnFlCAnoN
I, Gregay N. Jones, haroby certify thot
the wetlands boundary depicted hereon
Is a result of a field survey conducttd
by 8dlentlne Auacktes on Augusta 1998
1-3783
to Registration No.
o t-
Oate
Wetlond 3 Area =
0.030 Atxes
Total Wetlond Area
2.037 Acres
?6?
JOB ?: 19714
DATE: 25 Sept 98
SCALE: 1" = 100'
DRAWN BY: C.A.W.
REVIEWED BY: G.N.J.
REVISIONS: AREAS 5 OCT 98
Sheet 6 of I1
LLENTINE
BA
SSOCIATES P.A.
A ,
? pgpyp? ?p a{ppa, FRI. N,f: 27514
(919) 929 -Ole) t%9) !e9 - 47x9
GRAPHIC SCALE
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? • ' U12• o 'g. • i9 , ' . ' . ' . ' . ty3.9? GnawuorAaiadrc
• .?• I. • L138 PtaootpopoaaQrtuirlq,asdeta,nined ? "e"'mPutodh'!be
AQ? ?i13 • ? ? ?° ? . eiM. , ' ? tmt°fFre?id'aaaq'k ?' dat6is4fate.Otba
•a? O .. • • 1?? 19 6 .?1?• a . o v Q • L95 `7 ?'?? . ' Udat tbae k a ? Pic as dN; see bat baK ooc 6aea d•
• 1.. .Lt v' v 4w a our
rory?ry . ' ` '• 'Ll]y x.116 . ' . ' • < • • p0 • i94 ' • ' Idamla?GoaatSadon<01ju?ctloaaia tN:? ?10as' t6it
?' ra ?O , ? .?.(? • . , ' .. 459996dfne7pR6roaPAlial•tc ik8daamnufou?faaPaiodeotto
• , ' ? . ' . ' j • i! d 6 1917 •ns aaaQe Ik
. S ' ,6 ? ??, (Y M 2 s? . ? of s rkdroQt Odination MaonaL' ?i
. • s? .v? D(. •?s 9.,, .L133 (134 - ? ?
. • ' (? , '? . ' . ' ?6i12I1128 ?' ' , 35 . (ukl
. , ?• • • tom)
• ?• t
• p,"(.J '
V. .. .
' ? -
• .?. •.•, .?.. Area 2
. .? Hand Location Map
• • of
Centre W
. est Property
4kry, r+«a, ca?ala
,,444,1 a un t?,,????
LEGEND suRVeross cLltnt?twN JOB ?: 19714
``?? .?? C?Rp( ?''. 4 N. Jonea herob certi DATE: 25 Sept 98
??? Q?.•"' "••y/N •,. ....... - the?etl Nfa tN7llf1 ? ICttNt hareot SCALE: 1" = 50
??• ??STER '9 ..........'.'..•.•.•......•.-........ >s a raallt or a fid?auwy e«lduetad Wetland 2 Area = DRAWN BY. C.A.W.
?' FQ ? ? • • •••••••?•••'•'•'•'•'•'•'•" """"' ? "'.'. Neuse Stream Bu by Ban6nthe Aaaocktea on at t 0.9 REVIEWED BY: G.N.J.
ffer huyu s, 998 92 Acres REVISIONS: AREAS 5 OCT 98
_ SEAL i = - • ' Total Wetland Area
= ;? L-3183 ?? ? L-3783 2.037 Acres Sheet 7 of 11
0
?% G? x'92 ?'? ? ? Wetland Limi ctu RegG?tratbn No.
;? ,? .?0 S(1R?I ?,. ???; is
%,,ORY N• ,??? o9ta
/jlj1tl41jj144 BALLENTINE
ASSOCIATES P.A.
??1 PRONOp1? RO/D, d1APEt HILL., N.G P7514
(919) 9P9 - 0481 (919) lag - 4769
(IN FEET
1 inch = fi0 ff"

• J .
• • ' , ' ? "iLis artifies dut dds Dopy of dais pkt wcaately ?P? ? bomdity of dK

GRAPHIC SCALE
• . . ? M
. ? r, jaisdKtion of Seaioa 104 of dk Clean Wata Ad in dw trees bepecbQ by de
t
• •
d
i
d ?
•
d
• .
• at
e
am
b
?,
praadpropose
twvlty. ? dnsdate. «>?
.? •?
• atlut of jaisd'ktioa may 6e prosrnt an drc site but lux aot boa deGnatod. '
p . 6?,. Ualtss dKre a a .duuge is die 4w a our publistad rc;Watioos, dus
.. .v - . ?
atdfne E determinrtioa of Section 104 juti?dbn auy 6e rcGed upon for a period tot b
. ^ry
$? aooood Croe years from dlis 4te. This daamautioa wts made ntiTma? dK
inaas Wdluds Dd'mataa MtauL"
s aCEn
1951 Ca
.
' , ?
?, . p
?
is
?" same
• ?. • ( 1
. . ?'(p • • '
'
'
'
'
' (date)
. •• .ro.' ,
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.
.
' .
.
.' LEGEND
.. ? ?
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'
'
.
.
J. .. ?.
? • • •
• 61• .
.
. • . _
• • • •
....•..
• • • •
.•._.......-•-•......--........
? • • • • • • • .. • .........'.'.'.'.' Neuse Stream Buffer
?r.
.-? •
'
'
'.. ? '
'
• •
•
,
.
• ,
.
• 6?
'
. 6? vry
? Wetland Limits
• Lip .
•L71• ?g .
• •L1?•
• ? X65 . • • • .
• ,' ,' .fig 3• .
• ti . ,'
• ? ro .. .
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p s• ? 6' .
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. '? 6 ? '155
h 54
'? 59 G• .,
. •.9. .s .
. '2 ? ?
• ? 3.
o '. ?• ?
c •?
a ..S
'. • '?. pj • ,??a? • . .... Area 2
. . s2 *? Wetland Location Map
.??•.?•
(? .?
V . oo ? f?
• ' , . ? ' . • ? „ . • , • • • ? . Centre West Pro ert
. V •' • ( t}? ?% North Caddo
• .??
suert?oas cEx11?1cAnaN ? JOB ?: 19714
'.'.'?.'.' ?.>r?' '• .'.' tunurr '
.v ,,,`pt ??,??,, . ? ? . ? DATE: 25 Sept 98
. ? ' • , • . • . ?,, ?? CARp? .,? 4 Gregory N. Janea, hereby certify that ' , . is SCALE: i " = 50'
• ,?? Q? ??..•• .p? /? ?? the twflaMs baaldary depleted hereon • S D A
' '. b a result of a fteld curve conducted Wetland 2 Area = R WN BY: C.A.W.
• ? . ?.?k5 ' ? ?'?r ??STFR .?9 ? b y . ' ? ? ? REVI
v
s ?i FQ ? - Y 8agentlrte Aasodatea an Auguat 8, 1998 0.992 Acres EWED BY: G.N.J.
• ? ? ? REVISIONS: AREAS 5 OCT 98
?' 3 ?' .
>vtk _ = SEAL ? _ Total Wetland Area
' ' . s,< L-3783 ?; ? ?-31? 2,037 Ares •• • . Sheet 8 of 11
. , ? •. ,.
. ,, F ......,.. o , z?
• ? ? ??i CQ . , ????? Date
. ../ ,, RY N ,,
. -r,,t,,,,,,,t. BALLENTINE
'?'?'•'? ? AS
. SOCIATES P.A.
.. P21 PRONOENCE ROM. gIAPF1 HaL N.C 27614
?• % t911) 979 - 0181 (919) f89 - 4769
. • '. --'?
'. ? ? •,
GRAPHIC SCALE - ? '.?•'.?'.•?.•L3s.•' ? ••.?•????'?
.•. •. ,... .?5.••..•.. .
5 ?
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finch=60 ft ?
. •??? ..
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? LEGEND •'•'. ' • '.','.' ,' •' '
\• ? ..
':.'.:'.'.'.':.'.'.'::.'.:'.:'.':.'.'.':.'.'.'::. Neuse Stream Buffer .. ?• .. ..

WetlondLimits •.? ?
.? ?•

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.

t.
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'45 ?
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' • '1,?• '126' . ry
?
? "V
.
k•
•
'? ? ^ "This asGfia dat this Dopy of this plat acaratelY depicts the booaduy of drc
/,,
ad?od by tlk
ter Ael a the arcs im
104
f th
Ck
W
f S
"
^
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e
an
a
auoa
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thi
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t
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d
h
u
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. . ?' ' '. ? a
e.
s
e a
as
pto
o°
rb
by t
prcseet proposed adiviry, as detaa
eras of jarit?iuioa may 6e preseat oa drc sde bnt lave tat boon defneated.
' ?
'
? IJoku dlae a t dmge is die htw a err pabCalad ssgulatiom, dns
d
.
(
?
G ' Dot b
detamiw6aa of Satioe 104 jaasdidion may be reGod upoa fa a perio
ti9e was made w'li? the
Thi
dd
i
u
d
f
? . ' ? ate
am
m
ray d
s
aoeod five yens
s
•
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.
\ m •' matioo Maa9al
19i1 Caps of Fagineas Wethmds Dd
..
'
? h?
0' ? (?)
? (title)

. X52 .
. '. '
'
•
.
. _
9 .
L5 .
. _ .. .
.
•'..[19.•'
1
18 •
. .
•
.
•? Area 2

. , Lso. .?5
.
s. •
• • .. • . ' . h? .
,
.. ' . • .. • .. . , ..
.\
Wetland Location Map
?6 .CZj. •? p '\ Of
• • • . ' . +? L11 . . ?S' . ' \ Centre West Property
y• ry
'
` BE>
14 . .

7 L58:. ,
•?>> ??
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44?
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cery, e«tn cm?

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•??8

??.
? ? JOB#: 19714
DATE: 25 Sept 98
?
"
•
. ? .

\

? = 50
SCALE: 1
??gz
DRAWN BY: C.A.W.
•
9?'
.
•
' ;
.'.'.'.'
\
•',' .',' •../
' . ?
•: .'.. . ?,
' REVIEWED BY: G.N.J.
.' REVISIONS: AREAS50CT98
??
° .'
.
. -..-. . . :..._?
ttit trsfTijt?r
%, suRVerats c?ltnFlCnnol4
. • t,,CARo
Sheet 9 of 11

^ .
.
' ..
?`
/ ?(?
' ??? 0.•? •••4•'9 /i I, Crsgay N. Janaa, hereby certify lhcl
' G?SrER 9 '
the wetlada ban d acted hereon
? ?
F
d
? ? '
=
2 A .
c , .
.
?
Q ?
? ?
as ° result of a field aluv?ey conducted
?- Q
re
Wetland
' .
l
_
•
SEAL nY Ballentine Aaaoelotea on puquat 8, 99B 0.992 Acres

ENTINE
BALL
it L-3783 O?
. :9 . ? : _ ?
-? 37
ti Total Wetland Area
2.037 Acres p
ASSOCIATEc P.A•
vi
? ••
o ?:" ? ? =-? -
/,'Pn '• ,SUR?..• ? ,• eagBtratlan °.
//, CGl •••N•• J? \?
'?
C ?, t tom, ? ?. KG t.7?1,

(919) 929 -04x1 (919) 409 - 4709
RY N •
,,??
-
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,
rrrrnnUit4 pots

GRAPHIC SCALE
,?
(IN F'?"i' )
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. .' .'.'.' 1168.'. .'? .'.' ? •' ??8.??6-?
.. .. • . s ?. Area 2
. ?.•.
. ' . ' . • • . ? Wetland Location Map
?'? of
•• ?.?•?'••.•.•.••?•••?.•.•.•.•??.?.•.? •. .••??? Centre West Proert
• _... _? .? P Y
' Coy, North Cad6a
JOB ?: 19714
SURVEYORS CERi?1CAilON
?? Crogory N. Jones, haroby certify that
LEGEND ,tnNtlttttttNrtt, the wetlands twuttdary depicted hereon
``?? ,`N G?O i??? h a result of a field survey conducted
`. Q? .......? ?/y i, by 8alantine Associates on August 8, 1998
.............................. : ?i F
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,; Neuse Stream Buffer ? ? Os; - L-3783
.. .. .. - EAL - Re b
- S • - ? 9
t ? L- 3783 a;:
;9 0: (oT2- S
Wetland Limits G? •.;LQ ??1 ?i?: Date
:, F?.?SUR•..•???,?
RY
tt7ttnn,tjl'''
DATE; 25 Sept,98
SCALE: 1 = 50
Are = DRAWN BY: C.A.W.
Wetland 2 a REVIEWED BY: G.N.J.
0.992 Acres REVISIONS; AREAS 5 OCT 98
Total Wetland Area ????"'?a°?'°`'?p'"'"'""?''d`TM??`"°"?'°?'? Sheet 10 of 11
2.037 Acres '"` °f X10" ?W of tk Ciun Wets Aa a dw etas inpe«,d by dK
praat pttgosad edirity, is damninad by die undasisad oa Idis due• Other ?
etas ofl??io" rtuy be pracnt as dK site bat hive not boon deCuteslad.
llakss tkrc is e ? a the 4w a oar publidad trduhtioos, dds
de?et?naf?t?n?,;?ddi??,?.yb<?'«??anfaepe??ta ? LENTINE
see yats frem ? m?. ,>? dtlamiestiae ,? tnede th< BAL
yt,?e(Enp?,ylgiudsDdinationMsausL• ASSOCIATES, P.A.
t„sn1C1 • . azt raaHOacr ?, aura. eu. N.c 27511
ft?1 (9f e) em - o1e1 (e+e) Ies - 17es
1?1
LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
U 39.68 N807122 V L71 46.90 N54'04'S2'V U42 3926 S78'24'07'E L211 4.35 N1912'38'E L280 3154 N43'S6'OL'E L352 ISS7 S57'45'12'E L423 2814 N68'S7'19'V L491 3L50 N60'40'47'V
L2 1457 S43'34'4l'V L72 3919 M2'04'S3'V L143 33,84 S80'46'S2'E L212 20.46 N40'07'36'Y L2B1 59A7 N71'37'OB'E L353 3223 MS'34'S2'E L424 44.19 N86'45'26'V L492 25.60 N38'll'37'V
L3 46,63 N88'l3'S3'V L73 23.37 S85'44'33'V L144 56,11 S73'S4'04'E L213 1026 S66.37'37'Y 1.282 17,30 Nll'2711'E L354 18.88 S69'S3'OB'E L425 46.97 N57.44'16'V L493 47b6 S57'07'00'V
14 18.90 S69'42'S0'V L74 22A4 S55.29'S3'V L145 3126 S79'4510'E L2t4 13.87 S28'06'10'Y L283 23,90 S75'S3'17'E L355 27,40 S81.2119'E L426 4550 N65.56'02`V L494 28,50 S80'l8'39'V
LS I7b5 N64.44'38'V L75 4481 S51.03'28'Y L146 35.38 N67'S3'30'E L215 2570 S70'07'14'E L284 42.65 N55'30'20'E L356 426 N00'0544N L427 30.48 N44'37'24'Y L495 4454 S8t'?'19'V
L6 1988 S63'23'06N L;6 226 N00'06'42'4f L147 27b0 N66'35'21'E L216 22AB N70.38'45'V 1285 5023 N68.27'27'E L357 26,41 N77.52'07'Y L428 20,47 N28'll'42'Y L496 38,45 S34'll'02'V
U 53,00 S68'18'07'V L77 24.43 N79'26'49'Y U48 98,93 S80'S1'41'E L21T 17,52 S80'S6'23'Y L286 17b7 N39'31'08'E L358 20,43 MO'17'19'Y L429 34.75 N24'02'21'Y L497 44,31 MS'3730'Y
LB 4248 S57'3013N L78 40x0 S66'S4'24'V L149 14,% S87'11'35'E 1.218 1921 N72'45'S2'V LP87 2122 S39'41'S5'E L359 35A3 S83'03'39N L430 P5.64 N75'48'S2'V L498 40.57 N85'02'32'V
L9 2150 M2.06'S4`Y L79 4181 S71'S5'S3'V L150 35,34 S41'00'S1'E L219 2292 S87'06'27'V L288 1633 N63'31'09'E L360 SS6 N61'S1'l8N L431 2857 N72'28'38'V L499 32A5 N42'OS'45'Y
L10 1G95 SI9'!0'04N L8l 21A2 S66'41'00'V U51 SL40 S60'll'S0'E L220 4327 N62'41'04'V 1.289 49b2 S63'OS'S5'E 1361 18.60 N49'S4'26W L432 2847 S46'IB'12'V L500 48.63 MS•4552'V
Lil 63b5 S69'49'34'V L82 35.62 S61'S7'42'V LI52 65.07 S83'19'22'E 1221 3216 S37'29'S3'Y L290 18bB N30.34'23'E L362 5b0 N21.15'36'E L433 16.86 S25.4751'V L50L 66,73 S53'1656`V
L12 3022 S38'41'OS'V L63 25,84 N74.34'29'V L153 17.65 N55'li'S1'E 1222 33.76 S68'21'02'Y 1291 37A4 S85.38'3l'E L363 25,91 MO'41'44'E L434 1188 S80.59'09'V L502 18A2 S69'02'16'Y
L13 2825 S46'02'00'V L84 56b0 N66.43'30'V LI54 (9,70 S40'S1'45'E L223 1726 N37.20'S6'V L292 356 N42'2919'E L364 16,05 S77.4910'E L435 6411 N46.48'S8'V L503 51,19 N66'37'29'V
L14 20,40 N74.00'OS'V L85 10.01 S74'01'28N L155 45,58 S62•1711'E L224 1812 S69'16'01'V L294 2L04 N81'30'32'E L365 30.75 N53'21'22'E L436 3824 N27.27'45N L504 33.43 N88'l4'06'V
U6 36.89 N51'3318'E L86 24A4 N86.37'S3'V LI56 29,36 N85'S6'34'E L225 38.72 N32'09'15'Y L295 1693 S84'04'43'E 1366 10,89 Ml'17'39'E L437 7056 NI6'14'47'V LSOS 30.98 SOBVS'10'Y
L17 36,% N07.54'39'E L81 35b2 MB'Ol'S7'V U57 49,10 S25.44'31'E L226 2332 S23'08'S1'Y L2% IOAi S42'22'11'E L367 3622 S82'2517'E 1438 44.% N4777'31N LS06 52,87 N89.06'12'V
LIB 32A8 N46.50'45'E L88 46,73 N54.12'26'Y L158 3034 SOS'4410'Y L227 2027 N50'S5'34N L297 44,80 N65.32'32'E L368 30.93 N81'06'26N L439 4980 N49'41'S6'Y L507 39.79 S23'00'37'E
L19 5156 N67'01'26'E L89 SL71 S29'31'Ol'Y U59 710 S02'27'21N L228 2034 S81'06'14'V L298 1257 S63'23'S8'E L364 45.57 N67'02'27N L440 4331 N79.58'29'Y L508 1854 S17.43'S8'V
L20 {&08 N02'30'27'E L90 29b9 N46'30'07'V L160 23.40 S03'2210'E L229 3L71 N22.2B'21'V L299 910 N47'S2'01'E 1370 26,88 S63'07'13'Y L441 49.55 N81'S4'40'V L509 3997 S03.08'08'V
1.21 927 N21'07'45'V L9l 4683 N56'39'42'Y L16! 3252 S00'42'S3'E L230 1939 N81'29'43'V L300 1L78 N75'17'35'E L371 27.39 S7452'44'Y L442 48.57 S62'15'S6'Y L510 36.29 S69'OI'06'V
L22 10.80 S76'0216'V L9 2426 NB6'17'l6'Y L162 42A4 S30'li'23'E L231 17,30 N33'13'09'V L301 1959 N86'46'34'E L372 1654 M9'1716'V L443 29,87 S79'25'43'V
L23 23A6 N13'SB'00'E L93 3232 S61'20'S2'Y L163 51,04 S26'39'S3'E 1232 2759 N61.46'10'V L302 9,93 N02.05'39'V L374 16.79 S13'39'30'E L444 3435 S78'49'38'Y
L24 3277 N39.19'S3'E L94 44,% N39'21'S4'Y L164 26.89 S07'30'47N L233 40,45 S46.12'48'Y L303 22A3 S76.23'S7N L376 13.36 N69.54'32'E L445 1637 N43'04'08'V
L25 30.91 N63'40'45'E L95 17,86 N52'S2'36'Y U65 17A4 Sl2'21'34'E 1234 108,67 N50.OS'S7'V 1304 16,79 S57.OB'2B'V L377 29b3 N89.03'37'E L44b 3216 N75.29'05'V
L26 27,74 N54'27'OS'E L96 1815 N26'S2'42'Y L166 70.80 S49'04'4B'E 1235 59,74 N34'06'02'V L305 1089 N43'33'4B'Y L379 2656 N60'S4'3t'E L447 2029 N89.46'O1'Y
L21 S82.07'4B'E L97 17J1 N40'24`46'Y L167 53.56 S30'30'39'E L236 6114 N48'15'16'V L306 15b5 S67'39'SB'V L380 3124 S68'27`36'E L448 1823 . M4.24'47'Y
L28 9683 • N45'23'19'E L98 13.96 N88.3B'S7'Y U68 121,75 S53'S2'28'E 1237 I7J8 N22'S5'2G'V L301 814 S3l•07'46'V L381 34b0 S81'24'04'E L449 59b5 N81'42'27'V
L29 69.86 ` N22'1227'E L99 12.86 S48'28'17'Y L169 37b9 N51'07'47'E L238 1820 Nti'16'll'E L308 12.19 N86.19'05N L382 2157 S43'S8'44'E L450 25A6 N55'l2'S6'V
L30 3839 N53'47'04'V LI00 13,11 S65'S8'42N U70 12A8 S73'21'30'E L239 22.41 N22'48'5:'V L309 16.79 S55'29'36'V L383 5226 S83'35'40'E L451 4355 N53.56'S8'V
L31 6828 N29.56'01'E U01 1315 N65'45'27N Li71 26.31 S31'04'S4'E L240 42b9 N17.48'15'Y L3f0 2819 NI1'27'40'V L364 30b0 S10'46'06`E L452 47.87 N60.37'24'V
132 4250 N30'02'46'E L102 16A7 N35'15'44'V L172 2151 S89.22'l3'E 1.241 35.19 N37.36'SB'V Lill 24,97 N65'S8'35'V L3B5 27A4 N82.33'S9'E L453 34.44 S75'S8'15'V
133 77.41 N84'46'01'E U03 9,57 N06.12'36'E L173 3121 Sl3'04'23'E L242 25.82 N00'S3'S9'V 1313 23.85 S11'12'47'E L386 2251 S77.49'28'E L454 3022 N78'S4'44'V
L34 &73 Nl7.44'48'V L104 1531 N55'40'29'E L174 25.93 S89'S5'36'E L243 64.93 N0250'25'E L315 95.49 S66'OS'07'V L387 17.15 S42.43'07`E L455 32,31 N39'IS'13'V
L35 5296 S89'47'22'V U05 18b7 N54'37'10'E U75 23,84 S57'16'S0'E L244 6420 N29'S6'46'V L316 30b2 S85'47'24'V L388 3751 S88'0715'E L456 2612 N42'20'37'V
L36 2836 S65.07'38'V L106 1517 NLO'21'35'V L176 2720 N2259'36'E L245 27A5 S86.40'S0`Y L317 5616 S15'10'01'E L389 3530 M6.41'03'E L457 1251 NIS'17'S4'V
L37 4U3 S27.4715'V L107 17A2 N59'33'02'Y L177 29A2 S44.31'38'E L246 3913 N61`l2'40'V L318 41b9 S59•l9'49'E L390 4439 N58'S4'S1'E L458 20.% M113'44'V
38 74.76 S29'43'SBN L109 2TA0 N74.4710'Y U78 2432 S30'41'35'E L247 30A4 N36'49'02'Y L319 9323 N65'S213'V L391 45.93 S85'44'49'E L459 3726 N34'12'00'V
L39 3577 S47.22'27'E U10 1451 M2'41'47'Y L179 1457 S13'S316'V 1248 35.04 S74'22'23'V L320 84,19 N68'171B'V L392 46,47 S75'2815'E L460 55.48 N65.35'46N
L40 58,34 S24.39'39N Ull 30,79 N65.55'03'V L1B0 16A3 S13'28'49'E 49 4215 MB'39'43'Y L321 42b2 N60'31'Ol'Y L393 4544 S56'40'24'E L461 12A2 S36'S8'OS'Y
L41 91.31 S4l'49'10'V L112 3027 N60'3610'Y U81 13.94 S50'22'12'E L230 48.10 N67'27'45'Y L322 61.94 N77'20'49'E L394 45b0 S44'3419'E L462 23.86 N68'25'26N
L42 2L19 N85'OS'25'Y U13 36.46 N65'S7'46'V U82 955 S16.23'41'E L251 38A0 N39'iB'27'V L323 56.77 N64.47'43'E 1395 6437 S14'3351'E L463 6A5 S24'07'17'Y
L43 24,97 S53'S2'39'Y U14 2988 M4.26'04'Y U83 15.12 S07'14'22`V L252 27b5 S85.46'44'Y 1.324 116b0 N87.26'06'E L396 3&46 S2B'37'29'E L464 2556 S69'4210'E
L44 3,17 S50'24'23'V U15 26,47 SQI'33'43'Y U84 1436 S20'S8'02'E L253 95,85 NBI'00'12'V 1325 4316 S67'25'22'E L397 68b2 S45'16'04'E L465 1513 N48.49'23'E
145 3153 S64'2119'V L116 4430 N85'1813'E LIES 1514 S15'40'12'E L255 34,11 N8158'S5'E L326 32.82 M4'S0'S3'E L398 1617 M4•SB'28'E L466 49.58 S61'25'23'E
L46 33.74 S43'S2'S0'V U17 27A0 S55.04'33'E L186 8.11 N82'09'37'E L256 L99 NL2'33'12'E 1.328 4437 N04'17'25'E L399 2336 N2856'21'E L467 33.44 S35'16'04'E
L47 3359 S12.22'06'V L118 21b2 S64'27'S5'E U87 9b5 N10'S3'07`V L257 4244 N72`32'33'E L329 27.61 N09'04`20'E L400 19,45 N49'S9'D9'E L468 2127 S66'25`33'E
148 11A3 N85'00'36'E Ul9 27A5 S67'28'OS'E L188 19b7 N13'3314'Y 1258 27J9 S84.41'OS`E L330 28.91 N30'31'S3'V L401 29b4 S72'47'li'E L469 12b8 S24'36'2B'E
L49 6,40 S16.43'24'E U20 2330 S54'35'ti'E U89 16.41 NOS•40'S2'V 1259 4,89 N61.48'46'Y L331 48.83 S89'09'10'E L402 1926 S71'2414'E L470 2455 S38'38'34'E
L50 39b4 S03'13'S0'V L122 2543 S68.2816'E L190 10.48 N21.45'42'Y L260 5226 N5452'12'E L332 27.40 N1170'33'E L403 3418 S21'27'46'E L471 35.41 S40'S1'07'E
L51 5215 S65.19'33'V L123 1425 S38'00'32'V L191 13.09 N35'31'19'Y 1261 17,71 N44'SB'S7'E L333 26.88 N82'14'S6'E L404 2051 S39'30'21'E L472 33A9 S83.19'S7'E
L52 34A3 S46.54'08'V L124 1339 S27'S8'24N L193 I4J6 N31'24'30'Y L262 18b6 S81'40'34'E L334 SL91 S68'18'10'E L405 34.90 S44.34'36'E L473 35.81 N88'S4'03'E
L53 34A9 S14'S4'32'V L125 16,44 S09'S4'44'E L194 19.01 N21.50'34'E L263 36.32 S77.16'06'E L335 25.01 N6972'OS'E L406 43A7 S6553'08'E L474 40,18 S6059'12'E
L54 33A4 S39'S1'49'V L126 8.43 S30'4916'E L195 17b3 N50'S9'S2'Y 1264 4417 S52'04'34'E L336 60.03 N53'33'IB'E L407 52,93 S58'SS'3L'E L475 4458 S56'02'34'E
L56 549 S71'S3'03'V L127 7,48 S4l'03'36'E U96 0.00 N90'00'00'E L265 40.52 S69'S9'43'E L337 47.49 S70'12'28'E L408 41,78 S69'34'54'E L476 25,60 MO'24'S7'E
L51 4630 N65'OS'Ol'V L128 15b3 S50'45'22'E L197 19A1 N64'23'20'E L266 2&7I S67'02'08'E L338 2893 S5l'21'39'E L409 27,90 S64'27'24'E L477 3027 S78'43'00'E
LSB 39b0 N82'18'41'Y L129 19.46 N89'33'28'E L198 13.72 S02'S9'Ol'E L267 42b7 • S88.53'17'E L339 4LB0 S83'21'02'E L4t0 45.43 S73'4110'E L478 5.07 NIB'0316'E
L59 42,59 S53.45'25'Y L130 12.57 N51.37'01'E L199 5120 M2'25'19'E 1268 17.45 N69'44'45'E L340 50.97 S77'S6'33'E L411 3034 N80'S2'48'E L479 3529 N75.16'16'Y
L60 39.44 S64.35'36'V L131 fObO S67.22'41'E L200 26.36 N29'OS'43'E L269 63.11 N61.15'S5'E L341 3728 N31'01'4B'E L412 47A3 S69'48'21'E L480 21.49 S62.03'tl'V
L61 27b3 S20'13'22'V L132 2258 S20'35'26'E L201 2.61 S54'10'24'E L270 25.87 S65'S2'26'E L342 40.77 N82.42'36'E L413 2LL5 N73'31'S3'E L481 789 N1015'22'Y
L62 2382 S73'09'30'V L133 17,45 S53.56'20'E L202 4.87 S6t'OS'41'E L271 2630 S83'17'38'E L343 28.88 N83'OS'S9'E L414 4483 S63'20'S3'E L482 3413 N84'28'12'V
L63 21.70 N84'49'S7'V L134 1713 S34'02'23'E L203 33.24 S61'00'32'E L272 25.04 N75'20'3G ? L344 4722 N52'47'02`E L415 34,47 M1.49'06'E L483 15,10 S62'42'07'V
L64 29b1 N68'00'OS'V L135 3412 S43'07'2B'E L204 2927 N86'2117'E L273 3037 113t'll'49'E L345 23.13 S39'40'3B'E L416 4b9 N08'!9'02'E L484 22A1 S64'04'03'V
L65 7.48 S82'20'OS'V L136 34.56 M7'21'09•E L205 13,68 S63'28'14'E L274 3628 N55'S2`1B'E L346 31.42 S58'S0'23'E L417 34b8 S79'32'S6'V L485 19,40 N86'15'00'V
L66 57.83 S62'Ol'3l'V L131 2911 NB8'22'30'E L206 2022 M9'01'40'E 1275 3728 N53'47'01'E L347 2434 S72'02'38'E L41B 4310 N62'21'21N L486 30.10 S62'3510'V
L67 18.72 S77.41'S7'V L138 3L36 S58.48'23'E L207 18b3 S72'07'09'E L276 42b5 S83.44'33'E L348 54b7 N58.16'11'E L419 1955 S76'42'35N L4B7 1458 S72'S0'03'V
L68 36.57 S87.16'46'V L139 4358 S6l'S5'09'E L208 3325 S51'34'37'E L277 47,11 S86'41'S0'E L349 33A8 N83'21'Ol'E L420 51,39 MB'35'48'W L488 30.36 S86'47'07'V
L69 30.41 N69'28'10'V U40 4937 N29'17'S7'E L209 26.56 S78'30'26'E L278 28.39 S73'S3'S4'E L350 6b9 S78'48'22'E L421 2922 M8'S2'25'V L489 5725 S56'13'S9'Y
L70 34b6 N71.09'10'V L141 38,74 S43.28'24'E L210 1781 N07'47'25`E L279 31.87 N42'32'37'E L35! 1982 S51.17'28'E L422 40.32 N83'07'07'V L490 22.48 N68.47'03'V
Wetland Location Map
Of
Centre West Property
JOB #: 19714
DATE: 25 Sept 98
SCALE: NA
DRAWN BY: C.A.W.
REVIEWED B Y: G.N.J.
REVISIONS: AREAS 5 OCT 98
BALLENTINE
ASSOCIATES, P.A.
221 PitOYIOQICF ROM, CHAPFI Nll. N.G 21514
(919) 929 - 04x1 (919) 199 - 4799
?x RaN r??a
Sheet it of 11
0
WESTON POINTE
PHASE II • ~ PAVEMENT WIDTH
PB 1994 PG 524
ZONING DISTRICT R-30 60
soo°55'38°w EXISTING R.O.W. ' 259
soa 727.73' F _ S00'S5'38"W PB.1969-PG.692
510.10' RIP RAP LINED CHANN - - - - - - 20'LONG, 15' WIDE
CLASS 1 MATERIAL
RETAINING WALL MAX, STONE SIZE:14" 100' RIPARIAN
w ~ MODULAR BLOCK BUFFER MAX. WEIGHT OF STO E: 50 B , RANGE IN WEIGHT: 2 -2 0 LB •
~ ~ 100' LANDSCAPE BUFFEF IDSCAPE BUFFER WEIGHT RANGE OF 7 X F TONES: ~ ~ / /
~ ~ aro CLEARING LIMIT TYP, OR AS PER PUD ( ) DISTURBED AREA (TYP.) ~ PUD 50-250 LB ~/10'h1ry'h1k~^~^ a Ox...
z HEADWALL (TYP,) . (SEE DETAIL SHEET CD)
,~o EXISTING R.O.W.
60 R P 3 ) 2
ROOF DRAIN WALL TOP 380,3 WALL TOP 364.5 W~ ti
COLLECTOR TOp ~,p (10" PVC AT 0.5~ WALL TOE 356,4 WALL TOE 358.2 MALL ~
01 CL 356. DIT C DI Q Yi 355,1 ~O. •.....wj... - 1~ k 376
- ~ ~ ~ o°o° 36 370 - - Q .•Ja?.. 376' / ° M 374~ ~
~ 362 RIP RAP LINED CHANNEL - ~2 368 372 °o°e°°~o°o° ^ ~ . . 370..
MIN. 7'LONG, 3' WIDE 3~5g 364 0 366 o
\ MAX. STONE SIZE: 4" 1 355.4 000000 - - - .y - , _ 6 MAX. WEIGHT OF STONE: 150LB ° tsx 3~ s~ t5x - ' ' ~""t: ~•9 0 , .r 4 366 / O ' 7 ....F..... ,J
RANGE IN WEIGHT: 25-150 LB oo° - 3Sa5 h" 2 ~ r . 00 4+88.5.. , +,~4
WEIGHT RANGE OF 757 OF STONES ' 356,9 ~ ~ oe° My~ 00 00 0° 00 00 00 00 00 0" ~ ~0 00 50-150 LB o° ' ...353.0.'.'.'....'.'_y„,... , . 382 y"5 . . o • 03.2$"'. ° , 350 11
o°o ROOF DRAIN 355.0 -''y5 356 ' ,r c~ 556
P GE P AZA FFIC BULL LNG (AO" Pvc, \ LEVEL SPREADER(TYP.) ~ , Q~....... 5}~ 3 2~---'~" J/
(SEE DETAIL SHEET CD7) ® F OOR REA 0,07 S.F. 14 14 ~ 35 354 ~
\ FLO R 35 .0' FINISHE 352 3~ 350 ~ .
ti o, _ 35 348 a 34p,' 348 oe
a yam, ~ . s 1 35as P, . 344 000o e / . LEN TH F I a o vo ,1 ~
6'. C^ 1 ~ 3 0 0 STURBED ~ / " 00
\ ~ 0 - - - ~ . \ B 0 ~ ~ 3A6 STREAM 14 . ' eoi ~ ~ o0 0, ~p%j~ ~ e oo ^ ~4j•
.3SSd...; ` f .~dXd.'..' eo ° ~ .........~5
` 15 / .
19 , , . 'p . ~ 5 s• f~~~
5 3 ~
• 41<-~ 355.4 \ 7.1 0 y.'.' . 13
• . pn pC , O JJ ACQU RT WOODWAY INC.
I ~ 358 31f~.9 ~ 7 . N S ~
CL CREEK 35 0 . • • ~ C/0 SEN EL REAL ESTATE CORD • • ~z' o ~ ego RIP RAP LINED CHANNEL ,
M .2 357.0 p 1D 40 LONG, 15' WIDE PIN 0755.0 92-0882
~ ~ ..353•.1........ e CLASS 1 MATERIAL ZONE RMF 8 4 50' NEUSE RIVER MAX. STONE SIZE: 4"
\ 355.5 ~ BUFFER / MAX. WEIGHT Of STONE: 250LB DB 7196 PG 00
\ 13 1 IPA IAN RANGE IN WEI T: 25-250 LB ZONING DISTRICT
354.0 354.0 • OF WEIGHT RAN OF 75% OF ST ONES; 50-250 LB
f. ti 3 7
353.0 346.9 /
STORM DRAIN RUCTURE TABLE
I . 35. 346.7 / • • . • . ~ STRUCT• TYPE TOP INV. IN IN IN INV. IN INV. IN INV,
I ~js 8• N0. ELEV. NOR1H SOU EAST WEST OUT • RIP RAP LINED CHANN 1 ~ _ 337
..a 4 s MIN. 7 LONG, 3' WIDE
a' MAX. STONE SIZE: ~ ~ - 337.5 MAX, WEIGHT OF BNE:~OLB~-
W r ° 1.0 1. 3 CI 343.0 338.6 338.8 338.4 • • • • • • • • • • / RANGE IN WEI T: 25-150 LB
~ 3~ 7.5 G ~ 7.5 • ~ fs1/ WEIGHT RAN OF 75% OF STONES; a ~•0 33e.a ,ti6 , 50-150 L 4 a 351.a 340.7 •5
N ~ ~ ?80. . 0 ~ ~
K 47;0..... 4710' ~'S 5 CI 351.0 343,9 34a.0 343.7 R
~ 6 CB 355.2 352.4 350•S
I / / 7 q 352.0 346.5
49,0 y45. ......348 '.'.'345. / 8 PIPE 337.5 wALL TDP 345.
a WALL TOE 339. / 9 L7 344,5 341.6
e4P . PROPERTY LINE 1o FLUME 345.5
o / 11 CHAN, 355,7
7.0 7.5 . , ~ ° 12 PIPE 342,3
/ 1J PIPE 341.7
~1 INING \ ~r~ . ~3,. ~ ETA ~ a~ ' 4 ~ MODULAR ETAINING WALL MODULAR BLOCK /
~p ~ L ~d~ 18" R / WALL TOP 344.3
. " " ' " " WALL TOE 338.0 ALL TOP 344.3 / / 4LL TOE 338,0 / ' REFERS TO TOP OF CURB FOR CURB INLETS AND CATCH BASINS AND TOP OF RIM FOR JUNCTION BOXES
~r~ 45.0 a ~ 3
9 ~b 4.5 18 00 0 1~9IE: THE FOLLOWING IS A DESCRIPTION OF EACH STRUCTURE TYPE:
\ 344.6 t~ x / CI TOWN Of CARY STANDARD BRICK CATCH BASIN (CURB INLET)
JB TOWN OF CARY STANDARD BRICK JUNCTION BOX
00' IA •6 344 BUFFER 3a ~ ~ CB TOWN OF CARY STANDARD BRICK CATCH BASIN
AS PER PUD 33 , / JB TOWN OF CARY STANDARD BRICK JUNCTION BOX CB TOWN OF CARY STANDARD BRICK CATCH BASIN
eooo 1Y RCP (25') \ ~S 000°0 ?8 8 SS °
0 0' NEU E RIVER o~ BUFFER so
S~
s`~' ~ AP LI 'o. ~ ARY MIN.B'LO ~ '0. / ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
TO OF C MAX. CURRENT TOWN OF CARY STANDARD SPECIFICATI ONS AND DETAILS.
20' SANITARY SEWER EASEMENT \ M T : 50L8 /
(BOM 1994 PG 106) \ H • 150 LB / ~ G 757 OF TONES: RIP RAP LNfD CHANNEL- ~ THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION 100' LANDSCAPE BUFFER COSTS ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED
~ L MIN. 8'LONG, 3' WIDE AS PER PUD STREETS, ADJACENT STREETS AND THOUROUGHFARES AS
° ui / MAX. STONE SIZE:4' REQUIRED PER TOWN OF CARY POLICY STATEMENT N0. 13, THE DEVELOPER SHALL CONTACT CAROLINA POWER AND LIGHT
/ MAX. WEIGNT OF STaE: 150LB RANGE IN WEIGH • 150 LB COMPANY AFTER PLAN APPROVAL AND PRIOR TO
,1~3 WEIGHT R , 7,'f~ OF STONES: CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN NES: FOR THE SITE.
ti \ ~'y 50-150 L4
TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR
EDGE OF BUFFERS AND STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 2 FOOT TRENCHES ALONG THE LIMITS OF
0 DISTURBANCE, SO AS TO CUT, RATHER THAN TEAR, ROOTS.
THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL SITE
INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS
SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO.
~ / /
GRAPHIC SCALE
~ 40 0 20 4o eo 1so
( IN FEET ) 1 inch = 40 it
# REVISION DATE OWNE& COPYRIGHT 21M c C SUBMITTAL DATE DATE SCALE: 1" _ '
JIM SCHAAFSMA ARp ct~ of TOWN OF CARY 4 DEC 00 C/0 CRAIG DAVIS PROPERTIES ESS 40 SHEET 4 DEC 00 GRADING & DATE: 11/04/00 PAGE PLAZA
~e OQ` ioN y 3605 GLENWOOD AVENUE BALLENTINE A99OCIAIM P.A. o` o ? q y
SUITE 435 m CORPORUE 'P SEAL RALEIGH, N.C. 27609 THIS DOQMENf 15 BE PROMM OF SEAL va BALLENTUNE
BALLENIM LL ROM MY 6507 CLIENT: A JOB 10011.00 OFFICE BUILDING CD
CRAIG DAVIS PROPERTIES PEPRODUCB011 CF 1M D aMf~ Qc1N ossOSON d OJT PRIOR POD I cy1i1' ASSOCIATES, P.A. 3605 GLENWOOD AVENUE OF 80I118f11E ASWIMTES, PJL 221 PROVIDENCE ROAD, CHAPEL HILL, N.C. 27514 STORM DRAINAGE PLAN-- 940 NW CARY PARKWAY DRAWN BY: e:d.k CARY, NORTH CAROLINA F
SUITE 435 1MLL K SUBJECT 111) LEGAL AOION N BA1~ 919929 - 0481 919 489 - 4789
RALEIGH, N.C. 27609 REVIEWED BY: J.B.B. REVIEW DRAWING-NOT ISSUED FOR CONSTRUCTION OF 8
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