19990062 Ver 1_Complete File_19990126

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
•0
As., 2
A 000M
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 15 1999
Wake County
DWQ Project # 990062
APPROVAL OF 401Quality Certification and ADDITIONAL CONDITIONS and Neuse River Buffer Rules
Strickland Farms General Partnership
P.O. Box 52279
Raleigh N.C. 27612
Dear Mr. Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 0.4 of
wetlands or waters for the purpose of developing a residential subdivision at Strickland and Ray Roads, as you described in your
revised application dated 31 1998. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3103. This certification allows you to use Nationwide Permit Number 12 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 lots with remaining jurisdictional wetlands and waters or areas
within 50 feet of all streams and ponds to notify the state in order to assure compliance for future wetland and/or water impact.
These mechanisms shall be put in place within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is
later).
Additional condition is that stormwater shall be directed to sheetflow at nonerosive velocities through
the protected stream buffers.
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. 276 1 1-7447. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone John Domey at 919-733-1786err tevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
John Domey
Central Files
Raleigh Division of Land Resources
Michael Latmer; Cline Davis Architects
990062.1tr
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
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March 31, 1999
Mr. John Dorney
NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
le C- \ d
bo 91
Reference: Strickland Farms Apartments
DWQ Project #990062
Wake County
Dear Mr. Dorney,
On Monday Roy Lorenzen, with Stewart Engineering and
above referenced project. The enclosed revised site plan
resolutions we were able to present to Danny Smith. Dane
concerning the detention requirements and gave us so<
presently being considered if we wanted to wait. We don'
therefore, we have elected to meet today's requirements.
Danny agreed to the four following resolutions:
1. The proposed private road crossing has been omitted.

2. The storm drainage outlets were relocated to sheet drain across grade above the buffer
limits.
3. The required detention basin has been removed from within the Neuse River Basin
buffer. It has been relocated outside the buffer area.
4. The utility crossings will remain at the same locations, however, the depths of the
gravity flow sewer line, the proposed force main sewer line and the water main will
be set to lower elevations below the existing channel grade.
The only disturbance to the buffer will occur with the three utility lines that are located at the
same point but with some separation between lines.
I hope these revisions meet your approval. If you have any questions I can be reached at
yself met with Danny Smith on the
engineered plans reflect the
did question a couple of items
9>0n new legislation that is
a e that kind of time to wait,
414 W. JONES STREET RALEIGH, NC 27603 tel [phone] fax [phone]
833-6413, Ext. 153, for a prompt response. I look forward to your letter of approval.
Sincerely
Michael Lattner ASLA
Director of Planning
Cline Davis Architects, PA
enc:
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Strickland Farms General Partnership
PO Box 52279
Raleigh, NC 27612
Dear Sirs:
F?3'A
A946i 2
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 5, 1999
DWQ Project # 990062
Wake County
The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.4
acres of streams and/or wetlands located at Strickland Farms apartments in Wake County for road crossings,
dam reconstruction and apartment complex. 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 can you eliminate your road crossing by ending the apartment complex road at the
creek? The stormwater will have to be directed to sheetflow across the entire buffer. Any documentation
such as maps and narrative that you can supply to address alternative designs for your project may be
helpful in our review of your 401 Certification. Also this project will.require compensatory mitigation as
described in 15A NCAC 211.0506(h).
Please respond within three weeks of the date of this letter by sending a copy of this information to
me and one copy to Mr. Danny Smith Raleigh Regional Office at 3800 Barrett Drive Raleigh NC 27609. 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 919-733-1786 id you have any questions.
cc: Raleigh DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Dorney
Raleigh Field Office Corps of Engineers
Michael Lattner, Cline Davis Architects
990062.nty
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
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MEMORANDUM
TO: John Dorney Regional Contact: Danny Smith
Non-Discharge Branch WQ Supervisor: KEN kHl 1STER
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Strickland Farms General Partnership
Project Number 99 0062
Recvd From APP
Received Date 1126199 Recvd By Region
Project Type Strickland Farms Apartments
County Wake
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
NBR F__ O Y O N ?r7-33-12-( FB NSW 30,402. 0.40 ?-
F_F
12 F- O Y O N F I?-- (-- ?_
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? Q Y QQ N
Is Mitigation required? Q Y * N Recommendation: Q Issue pQ Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This prof as proposed, will violateNRRs_ Do not iusue 401 Certification (Please on hold until
plans are chanced)
cc: Regional Office
Central Office Page Number 1
Jity Name Strickland Farms General Partnership County Wake
oject Number 99 0062 Regional Contact: Danny Smith
Date: 3/1/99
Comments (continued from page 1):
(While it does not appear that distance is an issue, if avoiding this road crossing is problematic they
should provided justification for the crossing.)
Item 3: Stormwate outlest are place in the buffer zone as per the plans. This violates the NBRs.
:they must reconfigure the stormwater pathways in order . comply with the NBRs.
Item 4: If no practical alternative to the raod crossing is demonstarated and the road crossing
proceeds, I recommend that this Apartment com Ip ex provide a stsormwater Management Plan_
Item 5: Hare Snipe Creek - Class B NSW Neuse Basin
Pleae note: it is my opinion that it is difficult to dispute that Apartments are Commericial Businesses.
They are incorpomted, employ a staff, and are run luke any other commercial business. Further
appartmens have ice, a maintenance company that could also managme a requried
stormwater facility. Alsog like all apartments, the density or rather the amount of impervious
surfaces are notably higher than "normal" residential developments. In addion, apartments are
intricately IandscapQd. For this land use ttpe; what is not simpjly imp envious, is prone to both higher
nutrient and runoff flow rates (esn longterm or chronic nutreint source)
cc: Regional Office
Central Office Page Number 2
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Strickland Farms General Partnership
Project Number 99 0062
Recvd From APP
Received Date 1/26/99 Recvd By Region
Project Type Strickland Farms Apartments
County Wake
County2
Region Raleigh
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
NBR O Y O N 27-33-124 I NSW 307402. 0.40 F-
F_ F_ F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y (ON Did you request more info? O Y (ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y t0 N
Is Mitigation required? O Y (0 N Recommendation: O Issue O Issue/fond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
This project, as proposed, will violateNRRs. Do not iusue 401 Certification (Please on hold until
plans are changed)
cc: Regional Office
Central Office Page Number 1
Facility Name Strickland Farms General Partnership County Wake

Project Number 99 0062 Regional Contact: Danny Smith
Date: 3/1/99
Comments (continued from page 1):
Pleae note: it is my opinion that it is difficult to dispute that Apartments are Commericial Businesses.
They are incor orp ated, employ a staff , and are run like any other commercial business. Further
annartmens have in every instance, a maintenance company that could also managme a requried
stormwater facility. Also9, like all apa rtments, the density or rather the amount of impervious
surfaces are notably higher than "nor mal" residential developments. In addion, apartments are
intricately landscaped. For this land use type, what is not simp[I imnpervious- is prone to both higher
nutrient and runoff flow rates (esp lo ngterm or chronic nutreint source)
cc: Regional Office Page Number 2
Central Office
March 26, 1999
Mr. John Dorney
NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
Reference: Strickland Farms Apartments
Dear Mr. Dorney,

A response to your letter dated March 5, 1999 requesting additions evidence for a roadway
crossing is forthcoming. Our civil engineer and myself have a scheduled meeting with Mr.
Danny Smith at his office for Monday, March 29 at 3:30 to review the modifications to the site
plan where we are proposing to reduce the impact of the Nuese River Basin buffers.
We had tried repeatedly to contact Mr. Smith and will finally be able to meet next week. We
appreciate your recommendation to call Ken Shoester.
After our meeting with Danny our plans will be forwarded to you for your approval.
Sincer,
,?
Michael Lattner ASLA
414 W. JONES STREET RALEIGH, NC 27603 tel [phone] ! fax [phone]
V#.
?r
January 22, 1999
Mr. John Dorney
DWQ Wetlands/401 Group
4401 Reedy Creek Road
Raleigh, NC 27607
Reference: Strickland Farms Apartments
Project No. 07120'
Dear Mr. Dorney,
I am formally submitting for your review and approval the Strickland Farms Apartments,
NBR-RRO 083, Project No. 07120, located in Wake County. The project has two buffer
locations as described on the map and are indicated with the required 50' riparian buffers. On
August 18, 1998, 1 met Steve Mitchell on site and walked the two drainage ways. He confirmed
the locations of the upper reaches of the buffer limits and provided me with additional
explanation of the procedures to follow for your review.
Area One:
At the time of our site visit our plans showed a road crossing through one of the buffers. At
that time we felt the City of Raleigh would require this connection of our private road system
due to ordinances within their codes referencing maximum 800 linear feet for a deadened road.
We are measuring the length at approximately 700'. We are therefore moving forward toward
SitePlan Approval not connecting the private drives. However, we still have utilities that must
cross the riparian buffer to provide a sufficient water system layout and a gravity flow sanitary
sewerline to a private pump station. From the pump station a private sanitary sewer force main
will need to recross the buffer to pump sewage to the ridge at Ray Road and a public gravity flow
sewer line. We are trying to minimize the disturbed area by having all three of these utility lines
cross at the same location. The utilities will still require fill and disturbance to the buffer and
requires a culvert pipe. At the recommendation of Steve we will create the necessary detention.
We will still have to submit to the City and await their review comments with regard to not
providing a vehicular loop in this multi-family development.
Area Two:
The second buffer area begins at the toe of the existing dam located on our site. Steve Mitchell
reviewed the conditions of the dam and the vegetation that was growing on the back side of it.
Our civil engineers feel the dam needs to be repaired and improved to accommodate the land use
414 W. JONES STREET RALEIGH, NC 27603 te! 919-833-6413 fax [phone]

changes that will occur up stream. We will again minimize the disturbance by concentrating our
repair efforts to just the dam. The drainage way below the toe of the dam will remain
undisturbed.
I hope the enclosed information and maps will assist you in your review. Should you have any
questions, please don't hesitate to contact me.

Michael Lattner, RLA, ASLA
Cline Davis Architects, PA
Attachments: 7 copies
cc: Steve Mitchell, DWQ Raleigh Field Office
Corps of Engineers
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DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
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.
1. OWNER'S NAME: X?,.--zm5 (xi1CrCL? /' s? %??
2. MAILING ADDRESS: /• 0. &X 52279
SUBDIVISION NAME
CITY: STATE: NL' ZIP CODE: oZz4'I2
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) _ (WORK) (9/9) • SySj />D `?$•
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: ?./ An/s. Ae
IL/
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: G(kA t° - NEAREST TOWN: X tl /Gh NC
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
d.-2
6. IMPACTED OR NEAREST STREAM/RIVER:
RIVER BASIN: -Aelll g
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING IjESOURSE WATERS (ORVl), WATER
SUPPLY (WS-I OR WS-II)? YES( ) NO ( ) IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROMENTAL CONCERN (AEC)? YES ( ) NO ( 1,?)
7c. 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?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUES'T'ED FOR USE ON THIS
PROJECT? YES ( ) NO (, ,Y IF YES, PROVIDE ACTION T.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITION INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): N A
8b. ARE ADDITIONAL PERMIT EQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES( ) NO (v4 ]IF YES, DESCRIBE ANTICIPATED WORD: Al"
79a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 1,3-&2 AC
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE.:
?•-?a ©e = 0.8 f? *Eiq Two = D. ?7Ae'1;? &c o?orz?
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:

032 9C on Ara. One
FILLING- 0.03 AC 4 EXCAVATION: N ?-
FLOODING; OTHER : A1114
DRAINAGE : ?f TOTAL ACRES TO BE IMPACTED: • f0-- S
lOb_ (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFPER RELOCATION:
LENGTH BEFORE: ?Lo.O -FT AFTER. FT
WIDTH BEFORE (based on normal high water contours): f 3 FT
AVERAGE DEPTH BEFORE: .. ' I AFTER: c1' /C FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DR.AIl41NO TO THE POND? 7 S /?C WHAT IS THE EXPECTED
POND SURFACE AREA?. ?. ZO SIC
12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS: 8112 BY 11 DRAWINGS ONLY)
'%/,!°
&rx51ryCf iw
2,
13. PURPOSE OF PROPOSED WORK. ? C/ i1 s S?Yt/%C
n
??21?? l.?,?2fGV ,O/PSst,Vi? 2 ? i&t2
CI'a-m f? pad fcc?• po?e??'PS ?ow.? s?-?,r, .
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
G?e- a+e a- /004A917 -1hal l?aC? ?'herwr -7:0
?o ? ra.? o f eeseo-16ed cs carn bvf ores-/ct?oPisa? 4'v/Affe5/• GUP G?v-e
?e &xn phi l)/? one- tzahv- /?UUhe /0,7r j ?r' 74&0 '?a4 -
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
-- NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
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: /14-
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHIC MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
NR
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO ( ?j (IF NO, GO TO 16)
ti a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES( ) NO( )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM 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].
18. 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 1 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.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPOERTY?
re
/65 Z?ez
?? 14" Past

SIGNED AND DATED AGENT AUTHORIZATIO LETTER, IF APPLICABLE.
NOTE: WTLANDS 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
AgY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
M G MENT PROGRAM,
.'S/AGE 'S SIGNATURE DATE
e
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
! ffl:?W'A
4 •
ON% NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
February 1, 1999
Strickland Farms General Partnership
PO Box 52279
Raleigh, NC 27612
Dear Sirs:
Re: Strickland Farm Apartments
Wake County
DWQ # 990062
The Division of Water Quality has reviewed your submittal for a 404/401 Permit for utility
lines crossing and dam reconstruction in Wake County. Your application was not complete since a large
scale site map is needed. This information is needed by DWQ in order for us to decide whether this
project is approvable.
I can be reached at 919-733-1786 if you have any questions. Until this information is
received, I will request (by copy of this letter) that the Corps of Engineers place this project on hold.
Also, the project will be placed on hold for our processing due to incomplete information (15A NCAC
2H .0507(a)(4)). Your processing time will begin once we receive a complete application.
Sincerely,
(f 01 1 . L&I
Jo R. Domey
W er Quality C ification Program
Attachment
cc: Raleigh DWQ Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
John Dorney
Central Files
990062.hld
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
1? T to
January 22, 1999
Mr. John Dorney
DWQ Wetlands/401 Group
4401 Reedy Creek Road
Raleigh, NC 27607
Reference: Strickland Farms Apartments
Project No. 07120'
.y.
Dear Mr. Dorney,
I am formally submitting for your review and approval the Strickland Farms Apartments,
NBR-RRO 083, Project No. 07120, located in Wake County. The project has two buffer
locations as described on the map and are indicated with the required 50' riparian buffers. On
August 18, 1998, I met Steve Mitchell on site and walked the two drainage ways. He confirmed
the locations of the upper reaches of the buffer limits and provided me with additional
explanation of the procedures to follow for your review.
Area One:
At the time of our site visit our plans showed a road crossing through one of the buffers. At
that time we felt the City of Raleigh would require this connection of our private road system
due to ordinances within their codes referencing maximum 800 linear feet for a deadened road.
We are measuring the length at approximately 700'. We are therefore moving forward toward
SitePlan Approval not connecting the private drives. However, we still have utilities that must
cross the riparian buffer to provide a sufficient water system layout and a gravity flow sanitary
sewerline to a private pump station. From the pump station a private sanitary sewer force main
will need to recross the buffer to pump sewage to the ridge at Ray Road and a public gravity flow
sewer line. We are trying to minimize the disturbed area by having all three of these utility lines
cross at the same location. The utilities will still require fill and disturbance to the buffer and
requires a culvert pipe. At the recommendation of Steve we will create the necessary detention.
We will still have to submit to the City and await their review comments with regard to not
providing a vehicular loop in this multi-family development.
Area Two:
The second buffer area begins at the toe of the existing dam located on our site. Steve Mitchell
reviewed the conditions of the dam and the vegetation that was growing on the back side of it.
Our civil engineers feel the dam needs to be repaired and improved to accommodate the land use
414 W. JONES STREET RALEIGH, NC 27603 te! 919-833-6413 fax [phone]

changes that will occur up stream. We will again minimize the disturbance by concentrating our
repair efforts to just the dam. The drainage way below the toe of the dam will remain
undisturbed.
I hope the enclosed information and maps will assist you in your review. Should you have any
questions, please don't hesitate to contact me.

Michael Lattner, RLA, ASLA
Cline Davis Architects, PA
Attachments: 7 copies
cc: Steve Mitchell, DWQ Raleigh Field Office
Corps of Engineers
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DWQ ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
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.
1. OWNER'S NAME: J1r1,!- , 1An,/ vinS ixilCrlL? Irk-r %A'
2. MAILING ADDRESS: PO. ?X X2279
SUBDMSION NAME
CITY: STATE: /YC- ZIP CODE: _oZ76/2
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
3. TELEPHONE NUMBER: (HOME) _ T Nla (WORK) / q • Sy />D,J/?
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
?'/.i>r Zvi 4 w ? ( ;? 11
2
14#7: NlMae/ La. X1A7e_4- &9) 8?3 3 to y/3
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: 46k A r- - NEAREST TOWN: Xt/f./Gh NC
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
Di-)
6. IMPACTED OR NEAREST STREAM/RIVER:
RIVER BASIN ells'a N V
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING 3ESOURSE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES( ) NO (%,-) IF YES, EXPLAIN:
7b. IS THE PROTECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIROMENTAL CONCERN (AEC)? YES ( ) NO (
7c. 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?
8a. 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 ADDITION INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION): AM
8b. ARE ADDITIONAL PERMIT ,REQUESTS EXPECTED FOR THIS PROPERTY IN TI E
FUTURE? YES { ) NO (v4 IF YES, DESCRIBE ANTICIPATED WORK: Al 9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 115-62 AC
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
©ne = 0.8 flze 5 SEA /ulo - 0.274el;g &!c 2Ji2G
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:

032 & on Area-a7e
F9_J_J 'G: 0.08 AC n_W EXCAVATION: N
FLOODING: OTHER : A1114
DRAINAGE : /Vf TOTAL ACRES TO BE IMPACTED:
10b- (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DIS'T'ANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 0 FT AFTER. ____.FT
WIDTH BEFORE (based on normal high water contours): f 0-3 FT
AVERAGE DEPTH BEFORE: __FT AFTER: ?I'9't1c FT
,. (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: ? PLACEMENT OF PIPE IN CHANNEL:
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? 7 S ?C WHAT IS THE EXPECTED
POND SURFACE AREA?. C? ZU C _
12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)

&a5?UCf &'q -
.2,
,?gtliR ro ee ?,?se0? ?rkh?, fa?Pe.-?? Lx?/??oZGr.
13. PURPOSE OF PROPOSED WORK: iOK 61 /1k'
41 /).,n I;Wv17j - T TU /M- 1? 2JI2
,d /P c ca T essw?e 2 ?,?_ rv-sue a /?n /,e txis?r?
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
144 ay c° ossin
/°O??o'? o f ,cif esCr?brd cs?cu?» dvf ores-/ctppivx ?v S/. ? ?y-e
6 ?o55ir,??j ?.? Q p-,rp1;d1W4,t- a./orn?,&..-? d A"'c
e eb'm phi ?i •??" One- aah-A- /i he 1 Q1?P j ?/ A&O
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
-- NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
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: _ N14-
1
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHIG MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED
&1--4-
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO ( vj (IF NO, GO TO 16)
a. IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES ( ) NO ( )
b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM 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].
18. 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 1 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.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPOERTY?
r?5 ir1ri? ?ia.1 AI C -MOM ? Ad,,A. 6h r i

/I ,fD ri ors /JCL a a f1 e,
,Lf ?V?? b?v ?7 p 6/iG s2?7.'7 rc/ c?i Ste' -
g' SIG AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WTLANDS 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
A CTI Nj IS CONSISTENT WITH THE NORTH CAROLINA COASTAL
M G MENT PROGRAM,

t
'S/
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
_ _
.~'.ALEI GH, NOR ~H C.A? SITE PLAN SUBMITT. DEVELOPER: February 1, 199 Gibraltar ~AROLINA
I~TAL SET
/ SHEET INDEX
EXISTING CONDITTONS SD-1
OVERALL LAYOUT PLAN SD-2
Raleigh, North Carolina REVISED: 3.22.99 ZONING CONDITIONS SD-2a
[phone] DETAILED LAYOUT @ POOL AREA SD-Z.1
DETAILED LAYOUT @ ENTRANCE SD-2.2
OWNER: L GRADING & STORM DRAINAGE PLAN SD-3
SITE U77LITYPLAN SD-4
go °`rce~`'°o ~ Strickland West, L.L.C. p ~ SANITARYSEWER PROFILES SD-5.1
Raleigh, North Carolina ` YR~~ SANITARYSI WF.R PROFILES SD-52
[phone] ` ~ _ FORCEMAIN PROFILES SD-6
- o ~ o~ O FORCEMAIN PROFILES SD-6.1
4~ WATERLINE PROFILE SD-71
CONSULTANTS: ~ WATERLINE PROFILE SD-7.2
WATERLINE PROFILE SD-7.3
architect/landscape architect ~ ~ STRICICLAND ROAD WIDENING= SD-8.1
PLAN & PROFILE
STRICKLAND ROAD WIDENING SD-8.2
Cline Davis Architects, PA ;1 PAVEMENT MARKING PLAN
Raleigh, North Carolina - s E _ ~ ~ ` sT~
~CK~-~v1> ROAp 0. EROSION CONTROL PLAN SD-9
= [phone] _ ~ i
i PUMP STATION DETAILS SD-IO

SITE DETAILS SD-11
/ ~Q STORM DRAINAGE DETAILS SD-12
engineer ~ ~ ~
~`LL_1 SEWER DETAILS SD-l3
s
Stewart Engineering ~ ~ ~ - - ~ WATER DETAILS SD-14
Morrisville, North Carolina 'gyp _ EROSION CONTROL DETAILS SD-IS
[phone] ~ ~ ~ ~ i ~ ~ RISER DETAILS SD-16

OVERALL LANDSCAPE PLAN SD-17
` ;
~ THIS SHEET OMITTED SD-17.1
i ~ THIS SHEET OMITTED SD-17.2
_ . ' _ f~~Y~~' THIS SHEET OMITTED SD-17.3
No,e T H
TYPICAL BUILDING PLANTING (SUN) SD-17.4
TYPICAL BUILDING PLANTING (SHADE)-SD-17.5
Vicinity Map Scale: 1 ~~=1 DETAILED PLANTING @ SECONDARY SD-18
ENTRANCE & SITE DETAILS

1 1 +
1 I SITE DATA
/ + NF I / /
/ / N/F WILSON +
' 0 N/F t + I P + BELL R-40W + O STOKES ~ + I ARCHITECTS PA
+ R-40W I OWNER STRICKLAND WEST, L.L.C.
1 R-40W I G I P.O. BOX 10810
I ' RALEIGH, NC 27605 414 West Jones St.
_ 6 Raleigh, NC 27603
~ +
TRACT AREA _ 15.60 AC 919 833-6413 I /
o~E I i f AREA IN CITY LIMITS 15.60 AC 919/836-1280 FAX
( ~ N/F ~ I ZONING 0&1-1 CUD CDA~INTERPATH.COM
~ owE BELL I ONE ,-...1..:s._ ONE t ~ I I RALEIGH PROJECT TBA
ONE R-40W N F I ~ / I I WAKE CO. P!N # 0788.16-84-6548 I
_ OHE 1 PHJLBECK AREA IN DEDICATED R/W 16,245 S.F.
' ONE ~ CNE y \ ( - ONE - / _ 'w. \ ~ ~ ~ + N/F N/F I DENSITY ALLOWED - 10 DU/AC
?IN OAK ' , _ 22" OAK ~ ~ ~ _ _ _ ~ ? «,F I BOKEP BOKENY I I (15.61 AC t~IO DU/AC = 156 UNITS)
41 ° ibAK NIP 8l' 1 ~ ~ ~ o. _ ~ ~ » / J on E I N F DENSITY PROPOSED 10 DU AC / / R-40W
~'h w w A TKINSON I (104 1-BORN. UNITS, 52 2-BDRM. UNITS) (156 UNITS
~ OPEN SPACE REQUIRED 1.56 AC I R-40W N/F
i r ~ _ s 1 - . f , 495' ~ 1 ~ ~ ~'1 ~ OHE - I OPEN SPACE PROVIDED 9.85 AC
1 j 7 AR~R TAA ` ~ ' 1ee_ ~ ` oaE _ ' / GR VEL DRI ~ 16 ' ~ ~ i - 5 ~ _ ~ VE I-- f 5 BAY .TAP _t, lg~R ~•~8 ` ~ '
I TOTAL REQUIRED PARKING _ 282 SPACES
~ 1980 SF POOL ®i SPACE/100 S.F = 12 SPACES
,f ~ I / ~ ! I 150 -7--- _ _ _ ~ ~ BLDG / N ' ~ t L ~ ~ ~ • ~ _ 'fi" DtSTk,~E 2351 S.F LEASING OFFICE ®1 SPACE/300 S.F = 8 SPACES ~ _ 3364 S.F. COMMUNITY CENTER ®1 SPACE/200 S.F = 17 SPACES
~ / o~ ~ - 1 ~ ~5 R ~ ~ - ~ . P` ~ - ' (?04} 1 BDRM, UNITS ®1,5 SPACES/UNIT = 156 SPACES
~ ~ I ! - ~ R 162. ' , . ~ , - ' / r ,f11 /120 ~ iI ~ - "1 ~ w, 5 SIDEWALK (52) 2 BDRM. UNITS ®2.0 SPACES/UNIT = 104 SPACES ~ 48 RaleyQh .Noah Carolrna ~ 44 e o CITY sTDS. LESS CREDIT * 25 X .59 - 15 SPACES O ~
j / Poi 8 5 ~ / ~ ~ I _ _ ~ ; BLDG ~ STORY BLDJG. ~ 2 150' ~ 1' TOTAL PARKING REQUIRED = 282 SPACES
~ ! ~ / / StORAG 18 PINE i TO BE REMbVE j 2~ _ , ~ ~ IEtVGtry ---I-.. 495 DEP
I ~ W I r ~ / ~ DECORATIVE 1 ARTDRE PE I ~ / S / N ' - ~ - ~ R , 2 ~ PROPOSED PARKING 285 SPACES
>l f 2 E ~ ~ 0 R ~ , FENCE N \ 6 - pARi ' I ! _ 61. ~ ~ ~ I ' ~ ti BAY TpP~R~' - L _ 'U ~ s RECYCLING ~ KhVG S . _ _ REQUIRED HC SPACES _ 7 SPA CES ETgACK o - Bent EIS
P I ~I ~ R 10 } COMPACTO y F i \ \ I 1 1 1 ~Q r,` ' 17.95 ~REA h 9, -a. ~0 BU \ - _ PROVIDED HC SPACES 9 SPACES e ' ~ _ _ ~_••I" with nail at base
~ ~ 10' TYPE TRAN TIONAL \ ~ ,~1 R UI(,pING _ IMPERVIOUS SURFACE AREA _ 5.76 AC ~ S~' ( a
0 \ ~5 R ~ 2p , ~ 1 PROTECTIyE YARD f f ~ ` ~ \ C 3 , 0 - _ ~ ~ , / 5 R S8 8 , \ ABACK _ _ a~ m _ I VEHICULAR USE AREA 105,687 S.F, CrAI~ ~+i - - _ ~ 0
i ; , 1 1 ~ 3 \ I 3~ t ~ ` 1 1 1,_ 3 ~ I \ , V `ti,. _ _ ~ m MAX. BUILDING HEIGHT /~i 32 FT. Q;, 3C
5 j , ~ °
I CUD ~ / ! , 4~0 v , - f ¢ f ~ m \ G * AS PER 10-2072 RECREAAONAL USE RELATED A RESIDENTIAL DEVELOPMENT "r`F• ~ \ ` y OTHER THAN A SINGLE FAMILY DWELLING UNIT, !I(M 1i THE AMMENITY PARKING ~X .,~4", ~
~ , ® r ~ ~ ~ \ ' ~ 1 f t ~ ~ a ~ REDUCTION PERCENTAGE CALCULATION IS AS FO([OWS: ~ tY' ~
' 1 I 46 1 ~ ~ ~6~ . ~t ~ H ~ • ~ ~ ~ 447 I '.,Q ~ HC „ UNITS WITHIN 400' OF THE AMMENi l Y AREA: '
/ f O ~ ~ ~ \ ~ 59 \ I 447 ~ _ 1 BEDROOM 60 UNITS ; I I 2 BEDROOM 30 UNITS
! N ~ ~ 1. 1 1 ~ ~ a \ 4so I ; 1~ ~ HC PARKING REQUIRED:
' t I F ~ \ w ~ 531 ~ " ~ 45 m , ~ P _ ONE BEDROOM ~ 5 R 4P - ~I' 9o sPACES
• ~ S ~ ~ 5 R \ ~ w I ~ ~'s - ~ 11 l / d ~ ~S I TWO BEDROOM 64 SPACES ~ ®t 1 `~5 ~ ° I 1 TOTAL REQUIRED ® ti, I 154 SPACES
r AZ 25 m m 2 f ? 3 ~ ~ 1.. I CREDIT PERCENTAGE CALCULATION
1 ~ / 467.0 , \ SET , / ~ - I ~ (DIVIDE REQUIRED PARKING FOR UNITS ~MTHIN 40~i' BY THE TOTAL
r N F ~ i ~ LgYp ~r / i / ~ I NUMBER REQUIRED FOR ALL RESIDENTIAL UNITS !'>4/260 - .59) 1
~ ~ i ` ~ m 1 I ~ / ~ ~ 12 \ ~uF \10 446' ! STRICKLAND. o '28- m ~ ~ ~ ~ ~ / / \ I r \ \ ~ ; 443`' _ 140
r WEST,: L.:L, C: t 465.0 ~ ~ C ~ ~ I f \ ® 48 N ~ ~ ~ I \ to o
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HC ~ O ~ 45].5 \ \ \ 1' ~ Zv ~"I CR SS-ACCESS 1~ ~ r ~ ~S4GN_ _r ® ~ Z ~ \ \ \ ~ \ ' \ \ ~
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\ ~ 0~ - } I c~7.1 1 S"AI?~5: K R D RALEIGH N.C,. 27805
~ ~ 458.5 ~ 9.5 V i (BLDG N 8 45 44 I m HC 460.5 460.5 ~ ~ 5'~ ~ ~ 43 I 1 \ ° ® ~ o N F A71'14CM ~1'1l l~ ~N~ PbLLe~tA~+NC~ To ~+s vL~N: o! I /
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I i THIS AREA FORMERLY ~ 1 ' ~ - m ( / ~ 788.16-84-351b'`~ ~ ~ ~ ~ ~ 1 ~ ~ I A l ~ ~ ~-I 1 ~ ~ ~ ~ ~ I ~ BASIS OEtD~RIt~It~7f4N;''SEEBREAKpOWN AT SITE DATA;TABLE ABOVE
~ ~ t l I ` l l \ ~ ~ 'I` o f3VYliEit t ~~l~t,v~FER:
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® ~ \ \ ~ I Y ~ ; - (~Mf=; MICHAEL L~ITTNER" .CLINE DAVfS" ARCHCTECTS, PA ~-u EXPRESSLY RESERVES ITS COMMON I,$ o ' `v\ ti, ~ U ~ I s AflC}REa"S; 41 d N " " " At AW P I HT AN TH R PR P RTY
I Y ~`t ~ ~ v ` ~ 448.5 ~ 440.5 0 z v ~ a t ~ 1~. ~ ,,~y ~ ® ~ \ 4 co _ L COYRG DO E OE \ ~ ~ \ ~ I m ( ~ TEi.~pHt~t~E° 919-83 -641 FFJf 9f -8 -t ~ RIGHTS IN THESE PLANS. THESE PLANS
e. w ~ ( ,i ~ ~ v A 446.5. e ® ~ ~ N 89° 346 W °Io~ w 1''~, \ ~ \ \ ~ 12 ~ L ~ ~ 1°J w N F.1tlAl~SS; ARE NOT TO BE REPRODUCED, CHANGED ~ I OR COPIED IN ANY FORM OR MANNER
N l ~ A v - ._...~4 ~ (n ! ,A \ ~ ~ NEUSE Rl VER ~ ~ . ti 1 } 02 ~ I w ~ WHATSOEVER. NOR ARE THEY TO BE
o ~I ~ \ ~ ® 442.5 ~ \ ~ = \ ~ Ba~IN BUFFER ~C I ~ 0~~1+sWA1'llR~(R~~~~sdpriDrtt~FtNALS#C+N-C}FFfJtdLYI' ASSIGNED TO ANY THIRD PARTY WITH ~ I' w I
N 7 '0355 W w ~ ~,I t ~ \ \ 4.92 0 ~ ~ ~ ~ \ _ 444.5 1 ~ \ 1> GREEN WAY ESMT. I OUT FIRST OBTAINING THE EXPRESSED I~, 1 ` ~ z, ~ I 3 1`i?ng.fihrsplett R+~r by rnpsrrtfas thge propett#•at7r~0'S) nr through myctuty 8uti'r~ueclggst~i~, Ubsm raj ~goe!?y; " WRITTEN PERMISSION AND CONSENT OF . ~ W &!Nf?fftTil ~'1Jd~ fHJl~9t4"ES Yn .~iJtN'ri$t`!'J (rkOG:R1+r~~ Bf~RflttiYl!'~f7NS S '
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N/F ~ z ~ Recreational ti.~.~ 1 ~ ~ ~y ~ RDWgOD 1 ~
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N F N/F N' F ~ / , / ~ N F s' 6' CLOSED WOOD FENCE AS REQUIRED BY N/F
/ GARCES KROZSER ~ KNJGHTEN ~ N/F zol ZONING CASE Z-16-97, STRICKLAND ROAD, Z CONDITION ~5. ACTUAL LOCATION OF FENCE BROWN Q'7
JEWETT ~ WATSON + wl~ R-4 t R-4 R-4 WILL VARY DUE TO EXISTING VEGETATION TO ( REMAIN. NO EXISTING TREES DOER 8" cAL. N F I R-4 ~ DraWn 8y TAS
D788.16-84-1083 1 - - R-4 ~ R-4 + D788.16 84 3045 ~ 0788,16-84-4958 ~ 0788.16-84-6085 FEr WILL BE REMOVED 1MTHIN PLANTED STRIP. BOGGS I FENCE WILL JOG TO MISS EXISTING TREES. IF
i ~ 0788.16-84-8706 1Rt / ` ACI TREES ARE REMOVED THEY SHALL BE REPLACED R-4 Checked BY ML ACCORDING TO CITY OF RALEIGH REQUIREMENTS.
0788.16-94-0097
Content
OVERALL LAYOUT PLAN 50' 25' 0 50' t00'
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09~ 454.70 44 CI#1 CI#2 22 466.60 454.80 454.50 1.364 15
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® 454.25 ® ° ° 466.0 67.0 DI 12 DI #13 3.75 ' ~ CI#4 CI#5 78 456.60 452.00 451.20 1.026 15 ® CI#5 CI#3 106 458.60 451.00 449.90 1.038 15
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~ ® 55 0 453.75 451.5 FES 2 N OT CLASS RIP-RAP qp 46.0 4 DI#6 FES#7 26 457.00 447.60 446.00 6.154 24 • ~
? ® ~ 45 DI#1 A max(25 =4 S • 43.0 CI#8 CI#9 106 463.10 457.00 451.70 5.000 18
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455.0 ~ A DEPTH 1 " #31 CI#9 CI#10 110 457.20 451.50 447.50 3.636 18
® 458.0 ~ HC , 3.10 DI#it DI#12 80 457.20 454.50 453.60 1.125 12
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h ® 56 ~ • RN ~h 462.0 ® ® 4 442 DI#13 CI#10 98 456.50 451.80 447.50 4.388 12
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4 ° 454.70 453. 46 .5 4 ,60 ® H ~ FES #32 42• CI#10 CI#14 60 454.30 447.30 446.20 1.833 18
C ° DI 12A 4 .9D 441.20 CI 14 CI 18 46 449.80 446.00 445.20 1.739 18 FES #32 # # 440.5 440 CI#16 CI#17 45 456.80 452.00 451.50 1.111 18
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~ 2 62.0 455• 442.0 CI #21 #
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ti TOC cl # 453.75 5 ~ 75 441. CI#28 CI#29 96 442.60 437.60 435.70 1.979 15
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't`~ ~ FES v~ 5 ~ 44 .9 S ~ 1v; ~ FE #25 ~
h~ 0 446. GENERAL GRADING NOTES 43 0
® ~ DOT CLASS IRIP-R ~C~ 442.0 ® Qmax =40 CFS 445.80 •1 1 4~ 441.0 d' TO - 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE D• M~ q NCDO CLA RIP RAP r,, ti~~~ 3+ l9
44 .5 cv 44 ~ LENGTH=25' 4 451.0 d' 5 N 440.6 ~ mox 25 YR CFS FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Q ) CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY
WIDTH=28' 450. 445.25 d~ LENG =10' ~ DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
TH=18" ® 4 t4 ® 44. WIDTH 12 " 441.2 • ' ® O 23 HARC FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA EPTH 18 NC 0 ASSI -R COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
0 i0 Qm 25 YR 24 C DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
t .,cl# .30 9~ ' LENG =20' THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
® cl ® ~ 0TH= 2„ C 1998 CI ® to DE P O CLINE DAMS ARCHITECTS PA
4 1.0 ~ 2. WHEN HAND CANTING, MULCH (HAY OR STRAW) SHOULD BE
TOP ELE .445.0 \ L - 1. UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF EXPRESSLY RESERVES ITS COMMON ® LAW COPYRIGHT AND OTHER PROPERTY ~ SEEDING. RIGHTS IN THESE PLANS. THESE PLANS
® ARE NOT TO BE REPRODUCED, CHANGED
a ~ ® 3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED OR COPIED 4N ANY FORM OR MANNER
( ~ 1x AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, WHATSOEVER. NOR ARE THEY TO BE d' ~ AN H ASSIGNED TO ANY THIRD PARTY WITH ~ MULCH WILL BE CORED. OUT FIRST OBTAINING THE EXPRESSED
S 0~' ~ ~ 4~n 443. WRITTEN PERMISSION AND CONSENT OF
NCDOT CLA I RI AP 444.5 . C ~ 445.0 445.0 4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED CLINE DAMS ARCHITECTS PA
w ax(25 YR) CFS a LENG =10' AND INSPECTED PRIOR TO ANY GRADING ON SITE. EROSION CONTROL
_ o n r s, WIDTH=12 NEUS 1 VER 20" DESIGN WILL BE SHOWN ON CONSTRUCTION DRAWINGS.
p~6 C OtI0n01 DEPTH=18° H W 0 5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH
SIN BUF asem t ~ 14" ? ® STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED Project 97175 ~ / IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY
fo Lot ~ WE - Il'' OF THE DEVICE. Date 2.1.99
~ 1 HARDWOOD 22" TWI o
2 WEET UM 1 „ EME NCY PILL Y HARDWOOD 20 HARD 20" HARD 20" ~ „ Revisions
SWEEI~ 3 'WIDE 443. oA oA ~ STORM DRAINAGE NOTES ~K 26" HIC ORY 27 CK RY
n~ 14 ~ ~ 15 OAK ^ ~ ~ ~ - - ~ 1. STORMWATER DETENTION PROVIDED BY A WET POND AND A DRY 1. 2 25 99 -GRADING/SPOT ELEIiS
m DETENTION BASIN CONTROLED BY AN 18" RCP RESTRICTOR PIPE. 2. 3 22 99 -SITE PLAN /
0 THE WET POND WILL PROVIDE DETENTION FOR AREA FROM THIS SITE DRAINING TO THE POND AND ALSO PROVIDE FULL DETENTION FOR 3. 3 31 99 - DETENI)ON POND REV.
0 m THE PROPOSED RETAIL SITE ADJACENT TO THIS SITE. THE DRY
0 DETENTION BASIN IMPOUNDED BY THE INTERNAL ROAD WILL COMPLETELY
N O DRAIN AFTER A STORM PASSES. Drawn By WDM
m L
0 Checked By RPL
QJ z
I- Content
m 3
D GRADING AND
m STEWART ENGINEERING STORMDRAINAGE PLAN
v U STRUCTURAL
Q7 Q1 TRANSPORTATION
U CIVIL
r- CY) 40 20' 0 40' 80'
07 PO Box 12054 Research Triangle Park, NC 27709 Sheet
Q7 .-t \ Tel. [phone] Fax [phone] SD-3

N/F
S N/F
OTE GENERAL UTILITY N N F ~ / WILSON
P BELL ~ STOKES 1. UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED R
ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAIMNGS. G ARCHITECTS PA
THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO
STARTING CONSTRUCTION AND NOTIFY THE ENGINEERING IF THERE 1~ ARE ANY DISCREPANCIES. P
414 West Jones St.
2, THE CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT N/F Raleigh, NC 27603
800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. BELL _
919/833 6413 N/F - 80 FAX
3. UTILITY CONTRACTORS SHALL COORDINATE UTILITY SERVICES WITH STR~ 30" W Cf(L ATERLI 919/836 12 PHILBECK
AND ~ NE THE BUILDING MECHANICAL PLANS. UTILITY CONTRACTORS SHALL RQ (NDER C AD oNSr. CDA~INTERPATH.COM
BE RESPONSIBLE FOR INSTALLING SERVICES TO WITHIN 5 FEET OF ~ THE BUILDING CONNECTION POINT. 3i 30"x30"x12"
12 BLOW-OFf TS&V N/F
4. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE TELEPHONE MANHOLE 12 G 8i epKENY
NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ~ -----yy BARE AND
(MUTCD), 12" DI P WATERLINE 24" ~A EX. INV_451.94 N/F CASING A T/C1N SON
a 12• DIP WAT U •
5. WATER SERVICE PIPING SHALL BE AS FOLLOWS: 12r OIP -DOMESTIC SERVICE-DUCTILE IRON PIPE p~~ ERLINE n
-FIRE SPRINKLER SERVICE -DUCTILE IRON PIPE ri FIRE HYDRANT ~
1 STORY 12"G V w
6. WATERLINE WILL BE PRIVATELY OWNED. BLOCK MG'S . V. Ex. 1 _ N V_ 450.45
HOUSE 1 STORY 1 STORY BLDG
BLDG 0 BE RE 7. IRRIGATION WATER SERVICE TO HAVE ABOVE GROUND BACKFLOW
PREVENTER MEETING CITY OF RALEIGH REQUIREMENTS (WATTS 909 8" BACKFLOW • PREVENTER IN f Fl ~ ~1
OR APPROVED EQUAL). 'HOT BOX' 2 DIP wAT RE HYDRAN ~ ERLINE T
BLDG 8. DOMESTIC WATER SERVICE TO HAVE BACKFLOW PREVENTER MEETING 8" DIP
CITY OF RALEIGH REQUIREMENTS (FEBCO 805Y OR APPROVED EQUAL) WATERLIN 12"G. V
MOUNTED {N AN ACCESSIBLE LOCATION INSIDE THE BUILDING.
o LUG AN
9, UTILITIES SHALL COMPLY WITH THE STANDARDS AND t METER SPECIFICATIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES DEPT. t-t 2' wl 50. BLOC D ~s e" DIP K
{CORPUD) AND THE STATE OF NORTH CAROLINA p WATERLINE
459.5 'O S$ MH 00
10. SANITARY SEWER CLEAN-OUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY-DUTY TRAFFIC BEARING CASTINGS. 459,5 1 E -1/2" B B co
METER c ~ ~ 447. °
11. GRAVITY SEWER AND PUMP STATION WILL BE PRIVATELY OWNED, k ¦ • 5/8 ~ ~ ~ p~~
OPERATED AND MAINTAINED, SS H~9 WATER ~ ¦ • 447. METER HC 447 HC
12. SPACE CLEAN-OUTS AT 75 FEET MAXIMUM. LOCATE 450.
CLEAN-OUTS AT ALL VERTICAL AND HORIZONTAL CHANGES OF ? DIRECTION. • 46. 450. 13 a^' P ~ ~ HC
MINIMUM SLOPES: 6" SEWER SERVICE = 1.00 2" ~ 50,5 ¦ 2" wL SEWER t
4" SEWER SERVICE = 2.00% p "pb~ 1 ,-1/2"
OR~ ? 8 a~ cv ? fH ETER 45.0 fH oo °1° c
67.0 ~-t/2" ^ METER 8 0
UTILITY INSTAL All N AN 0TH R PUB IC CHIEF ENGINEER ~ • 50 L O S D E L p ? ~ 5 co 451.5 446.0 ~ MHO
FACILITIES ,INCLUDING SIDEWALKS AND • s" Pv HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ~ 465.0 SEWER 8" PV oo •c 43.0 SEWER :
ALL STREETS AS SPECIFIED BY CITY CODE. DIR. OF PUBLIC UTILITIES p 455.0 8" VC
THESE FACILITIES HAVE BEEN APROVED BY THE i ~ 58.0 CITY OF RALEIGH AND SHALL BE SO INSTALLED ~ o ' °p HC s SE R co
UNLESS A CHANGE IS AUTHORIZED BY WRITTEN TRAFFIC ENGINEER h ? '0 + 12
BARN ~ 6h• • 2. ~ • ~ APPROVAL. PUBLIC SANITARY SEWER a EASEMENTS ARE TO BE RECORDED PRIOR TO HC • " 10 444,0
FINAL ACCEPTANCE. CONSERVA1lON ENGINEER t-t/2 p• r D 6 .5 METE C ~ ~ 453.5 42,4 1-1/2' z" W4
s HC METER
SIGNATURE: " S 62.0 Ss S ~ 441.4 s 442.0
= a o ~ ~ 4 . °v
I" A c 8" DIP
D 8 WATERLINE TO BE CONNECTED TO o ~a WATERLINE ~ 41.5
~ RAY ROAD UPON DEVELOPMENT OF cv •s • rr 1-1/2
STRICKLAND FARMS RETAIL SITE ~ e" PR ~Er 462.50 ~ fH v rn A < "PVC METER ? 440.5 SE "PVC ?
" • WER wER 5 ~ a 441.0
~ 8 BLOWOFF V •s O ~ 5~' 2" MHO
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MH #10 MH t METER ~ 452.5 451.5 NEUSE RIVER WATERSHED p
1 PROPOSED BY OTHERS _ - - - - - - - - - - R co ~ ~ ~ ~ + - 3" PVC FORCEMAIN t-t/2" PROTECTION
METER HC 58,5 S " S H 1 1 BOUNDRY
PAD N---- 6 - - - - - - - - - - 0. 449.5 M ~ ~
BLDG c ~ HC 60.5 ® 455.0 ~ + pL METER . ~~,,~~++a+ u++~~~
2" r
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BLDG 63.0 63.0 5~,,,5$ 453,0 ~ - ~ ~ 2 547 t ~
~ 8" PVC Q• J V p' ? SEWER ~ ~~~GINEF'
MHVB ~ ^ METER '~i • ~l~ 1 1
? 451.0 45L0 SANITARY SEWER ~+++nnn~'~~
` • ~r. ® PUMP STATION
SS G °
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RALEIGH QUANTITY SUMMARY 448.5 s 6 ©1998 CLINE DAVfS ARCHITECTS PA ~ a >s 441.0 ° EXPRESSLY RESERVES ITS COMMON
STRICKLAND ROAD WIDENING (TOTAL 1240.0 FEET L - 1, Q v ® LAW COPYRIGHT AND OTHER PROPERTY • 1-1 ~ RIGHTS IN THESE PLANS. THESE PLANS
STRICKLAND ROAD WIDENING (FULL WIDTH SECTION) 915.0 FEET 4. ® ME A ARE NOT TO BE REPRODUCED, CHANGED
PUBLIC 51DEWALKS 825.0 FEET 3 OR COPIED IN ANY FORM OR MANNER 446.5 WHATSOEVER. NOR ARE THEY TO BE
PRIVATE DRIVE 2800 FEET ` 443, ASSIGNED TO ANY THIRD PARTY WITH 444.5 445.0 OUT FIRST OBTAINING THE EXPRESSED
PUBLIC SEWER 0.0 FEET WRITTEN PERMISSION AND CONSENT OF
PRIVATE SEWER (8" PVC) 1425 FEET Ingress, Egress NEUSE RIVER CLINE DAVIS ARCHITECTS PA
MANHOLES 10 Recreotional
a ASIN BUFFER PUBLIC WATERLINE - 12" DIP 975.0 FEET Easement ~ ° ® Z
„ for Lot 2 o, PUBLIC WATERLINE - 8 DIP 0.0 FEET Project 97115
PUBLIC FIRE HYDRANTS 2
PRIVATE WATERLINE - 8" DIP 2614 FEET Date 2.1.99
~ PRIVATE FIRE HYDRANTS 4
L ~ 20' City of Raleigh SANITAR SEWER EASEMENT PER B.M SEMENT PER B.M. 1983, P. 286 ReVISIanS
3
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r 2 3 31 99 - DE1ENIi0N POND REV.
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N N/F m N/F N/F N/F
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P i BELL I R-40W I O STOKES ~ i I R-40W ' ARCHITECTS PA I OWN
R-40W I G ER STRICKLAND WEST, L.L.C.
I P.O. BOX 10810
~ ~ I - - - - - _ I I ' RA 1 H LEG , NC 27605 414 West Jones St.
_ ~ I Raleigh, NC 27603
' I
{ ~ I { TRACT AREA 15.60 AC 919 833-6413 I /
1 ~ AREA IN CITY LIMITS 15.60 AC 919/836-1280 FAX I
_ i ~E ~E BELL ZONING 0&I-1 CUD CDA®INTERPATH.COM
_ - ~ ~ ~ ~ -~~_w...... ~ ~ R-40W N F ~ i I RALEIGH PROJECT TBA I # I WAKE CO. PIN # 0788.16-94-4419
diE . ~ r ~ t aF I 0788.16-94-8423
R 4 W N F I 0788.16-84-9499
?IN OAK _ 22" 6A1(- , ~~TgNC , ~ _ z _ ~ ~ a,E ~ BOK~ BOKENY I I AREA IN DEDICATED R W 23 062 S.F /
~ 41" .OAK N~ ' S 81 ,PINE E . b - - m 11, ~ a+E 1p' I $ I N F DENSITY ALLOWED 10 DU AC / / R-40W
o o ~ - 12' ATKINSON { (15,61 AC ®10 DU/AC = 156 UNITS)
i R-40W I N F DENSITY PROPOSED 10 DU/AC /
5 / r X49 ' p r r ` ~ ' E\ _ ~ a+c _ I (104 t-BDRM. UNITS, 52 2-BDRM. UNITS) (156 UNITS) _ ~,E ~ , SIREHLE
5 ~ - - - ' GRAVEL DRIVE ~ ~ ,~65' % ~T 3 0 7 - ~ - OPEN SPACE REQUIRED 1.56 AC R-4oW OPEN SPACE PROVIDED A
r - r 6qY TAP T - i , ~ ~ 8 . I 9.77 C
S ORY r r ~ S t r ~ - , ' ~ 15p~ sro ~ ~ r- ~ = - ,~LsTA~~ _ 1 ` ' TOTAL RE UI PA
' BLDG i r R ~ , ~ AGE, LEN ~ - - - _ _ Q RED RKING 282 SPACES
5~ SIDEWALK 1180 SF POOL ®1 SPACE/100 S.F = 12 SPACES 2351 S.F LEASING OFFICE ®1 SPACE/300 S.F = 8 SPACES
i yJ~ ,1 ,rs ~ I ~ I ` ~ ~ ~ . 48 44 = Ralei h North Carolana x^~. ~ e CITY S'jB$, 3364 S.F. COMMUNITY CENTER ®1 SPACE/200 S.F 77 SPACES $ ~
a~oc a° sTORY e~dc. ~ _ ~ 1sp~ _ - - _ _ A~DU TL ,'TO BE REFA6VE r i / ~ ~ ' 2 / STORAGE LE 18 491~jE r A~U,j( = (104) 1 BDRM, UNITS ®1.5 SPACES/UNIT = 156 SPACES pEDlCq ~ jEp,"i' (52} 2 BDRM. UN17S ®2.0 SPACES/UNfT = 104 SPACES
i ~ NG 5 •I , ~ ~ TH DEpq ~ ~ i ~ / ~ RARE , ~ ~ ~R w ~ ~ LESS CREDIT • (25 X .59) - i5 SPACES
K ~ S 83 5p' , ' I r N , ~ I _ ~ _ ~pER , ~2 E i ~ 1 a'R ~ _ s 20 PAi 2O' ~D ~ ~ ~ ~ N . , TOTAL PARKING REQUIRED = 282 SPACES ARK~G ~ -
/ 6 I ' I - ~ ; \ s' 8AY rap: ~ ~ ~ , EIP I l 10 R 5'R RECY NG \ 'R- ~ ~ { ; _ ~ ~ SE~AC O ~ ` Bent EIS K ~ - PROPOSED PARKING 285 SPACES
! i' f ~ - ~ I ~ ~ r °L I r, ~ COMPA`CTO ~ ~ ' " ~ - ~ with nail of base ~ BU/L p ' - - _ ~ REQUIRED HC SPACES 7 SPACES
t ~ j "-i-~..~ r ~ OAR AREA N ' ING - S~'~q ,
f I ~ C / ~ w R J f j r , I 5'R \ P E P•~-..t~ ~ ~ , _ CK - _ _ _ _ , ~ PROVIDED HC SPACES 9 SPACES . _ ' ~ ~ - ~ - fMPERVtOUS SURFACE AREA 5.84 AC
I i I' ~ ~ i ~ 3 13 V ~ ' ~ a _ - ~ VEHICULAR A USE REA 109, 050 S F,
j / ~ I _ ~ ~ - _ _ ~ ~ - ~ MAX. BUILDING HEIGHT 32 FT.
` CV~ I ~ ~ ! V~. ~ i ~ ~ ~ ~
~ ~ ~ 1 i ~ _ r" _ " # A5 PER i0-2072 RECREAi10NAL USE RELATED T 0 A REStDENAAL DEVELOPMENT, w._ OTHER THAN A SINGLE FAMILY DWELLING UNIT, ITEM 11, THE AMMENITY PARKING
/ ~ 1 I 46 ~ ~ ~ 'Q ® ~ , f v~ o I ~ ti HC 447 - ~ REDUCTION PERCENTAGE CALCULATON 1S AS F OLLOWS:
N i+ ~ N o© 1 ~ ~ ~ ~ UNITS WITHIN 400' OF 7HE AMMENITY AREA:
I , ~ t _I3 ~ I A A ~ 4~'J HC 1 BEDROOM 60 UNITS
1 ~ 1 v ~ V ~ ~ 45 I ~ 5'R ~ 1~ o 2 BEDROOM 5'R ® _ ~ 3o UNITS Q`_ . - I PARKING REQUIRED:
1 ~ ag. t,,1 ~ \ ° w , ' I o ~ ~ 25'R 9 , 1 44s _ e ~ ~ ONE BEDROOM 90 SPACES
2 ® 8 , . _ , ~ ~ ®e'~ 1 ~ gyp, _ _ 7W0 BEDROOM 64 SPACES (<1 707AL REQUIRED 154 SPACES
~ - . ~ CRED17 PERCENTAGE CALCULATION
N F - - i <'o ~ ~ ® ~ 451,5 i ~ l ~ (y ` " ~ ~ DfU1DE REQUIRED PARKING FOR UNITS WITHIN s0 ' Q~ - ' ( 0 BY 7HE TOTAL
STRICKLAND c I : ~ ~ 12 , F 0 446'. ,C 0 465.0 8 / 1 - ~ 443..,, 40+ NUMBER REQUIRED FOR ALL RE5IDENTIAL UN17S 154/260 = .59)
WEST,. LL.C. ~ 0 458.0 ~ / ! NBC(JD r~ 1 i v ~ I~ o© . _ o®
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i I o ~ _ ~ 0 448.5 ~ ~ 440.5; EXPRESSLY RESERVES ITS COMMON f40.5~, © ` ' ' \ LAW COPYRIGHT AND OTHER PROPERTY
Z 't~? i ` , ~ \ ~ \ \ 446.5 ® m \ , _ ro RIGHTS IN THESE PLANS. THESE PLANS 19 N ARE NOT TO BE REPRODUCED, CHANGED
N 89'23 46 W o ~ \ \ ~ ~ - N 1,, ~ ~ _ _ 4 Z . _ _ ~ OR COPIED IN ANY FORM OR MANNER
22. N ~ ~ , ~ , ? \ ~ ~ \ - ~ ~ , o i \ ~ ~ \ ® © 442.5 ~ ~ ~ ~ WHATSOEVER. NOR ARE THEY TO BE ~ ~ ~ NEUSE RIVER o2'~. ~ R \ ~ ASSIGNED TO ANY THIRD PARTY WITH
o ~ ~ NEUSE RI o o ~ 1 N 78'03 55 W w ~ ~ 0 VER , ~ ~ BASIN BUFFER OUT FIRST OBTAINING THE EXPRESSED
14.92' ~ ` ` ~ \ 444.5 ~ , / ~ F~ BASIN BUFFER - . 1 ~ \ ~ _ 444.5 ~ ~ ~ WRITTEN PERMISSION AND CONSENT OF . - ~ CLINE DAVI AR HI T PA ~ ~ S C TEC S
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A 0 ~ ~ ~SWEET~UM 1~,, ~'L~ ~ ~ ~ 2b" ,t HARDWOOD 20" ARDWOOp 20" ~ T~,~ ~
OA4~ \ SWEETGl7hh- , ~ ~ 14~, ~ ~ OAS ~ , \ ~ 0 O 26 HICf(ORY 1 ~ 1z° 1 Date 7.15.98 6" HICf~ RY `27~, F~CKOR 2 0 ~ ~ t 1~
~ ~ ~ ~ _ 15" OAK ~ ~ . X- - - - _ ~ - - Q~ ~ ~ TWIN O 1 2.76 - ~ ti y i 22° IOKOaY '~1 15" SWEEzTGtJTJ~ I ' .
\ _ ~ . OAK ~ 14" HIC ORY` _ . - , - p(~ t ' - ~ \ 20 Clty of Ralei ~QNITAR SEWER EASEMENT ER B.M. 1983, ~~~6 14 O -t. - - ~ = - . - . - - -OAK . Q . ' O H~RDNb D'~. '4 13" ~WEET~UM ~ ~ Revl$lons 8,01.98
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N F N/F / ~ ~ NF / N F 1.25.99 RD.CX / Z
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R-4 i R-4 KNIGHTEN ~ WATSON I i ` R-4 ~ R-4 I N/F I R_4 s Drawn By TAS
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50' 25 0 50' 100' LAYOUT PLAN
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j 454.4 O LENG 25' • co ~ ¦ WID 27' NG 25' STORM R D AINAGE TAB E L D 2r 2.9
458. ~ . HC DE =18 =18' 442. T.O.C. Upper Lower Pipe
460.0 I 462.0 ~ 454. 44 • Location Length or RIM Invert Invert Slope Diameter Z Fr T
s N • om o (ft) (ft) (ft) (ft) (7f~ (1n)
• ~ P HC • 453. 44 • ~ MH#1A G 2 36 472.00 467.00 462.20 13.333 24 • #
• ~ p " v 464.3 .80 • H CI#1 CI#2 22 467.00 462.50 462.20 1.364 15 CI 1 1 ~ #2 G#3 6 466.80 462.00 452.00 8.211 24
I C 440 CI#4 CI#5 78 466.40 452.00 451.50 0.641 15
,0 455.20 455.00 NEUS CI#5 CI#3 106 458.60 451.30 450.70 0.566 15 NEUS RIVER 441.4 cl3 DI 9s 4 4
rn 460. 455. ~ .20 WATEI 4 2 DI #22 # #6 60.80 50.50 447.80 2.812 24 R H 1'30 DI#6 FES#7 26 458.50 447.60 446.00 6.154 24 WATE ED ~
0 170 455. o
456.00 PRO .0 . PRO C ION
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W 456. ¦ ¦ • D 23 DI 11 DI 12 80 457.50 454.50 454.00 0.625 12 N CLASS TRIP-RAP ,7 # #
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l N A . 46175 • ( DI 14 CI#10 94 457.00 452.30 450.50 1.915 12 LENGTH 440.5 #
~ ~ q 453.7 • ..460 IM =12 CI#15 CI#10 74 453.30 449.00 448.20 1.081 18 4 25 441 CI#10 CI#19 134 454.60 448.00 445.00 2.239 18
c0 46 , 46 DEP =18 CI#16 CI#17 46 457.00 452.00 451.50 1.087 18
45 5 G#17 CI#18 132 457.30 451.30 445.40 4.470 18 25 oa G#18 G#19 72 449.30 445.20 444.60 0.833 18
452.15 ~ ~ T SS I R CI#19 FES#20 70 448.00 444.50 444.00 0.714 24 25 X8.5
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¦ ¦ ¦ 451.40 ' IR B X G~21 DI#23 74 441.30 436.50 435.50 1.351 15 - WI =1 0 q #24 DI 22 DI 3 42 439
i I I EP =18 # #2 .50 436.00 435.50 1.190 15 DI#23 G#24 70 440.25 435.30 434.60 1.000 15
• • i. ~1•~ • 4 9.5 S #3t 43 1 G#24 FES#25 ss 438.40 434.40 433.70 i.os1 t5
1.00 • 1.10 s, CI#26 G#27 140 451.60 447.00 441.60 3.857 15
O HC 46. ~ 455. ~ 1.40 ~ 4 CI#27 CI#28 112 446.50 441.40 437.80 3.214 15
• ~ 450.9 448 \ CI#28 G#29 96 442.60 437.60 435.60 2.083 15
463 ¦ 44. ~ 44 . ~ ! G#29 JB#30 35 439.00 435.40 435.10 0.857 15 CAs 43 JB#30 FES#31 46 438.20 434.90 434.00 1.957 15
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f~ =40 CFS 442 22547 g . ~
441. i . 441. 441 ~ F ~ ~ GENERAL GRADIN N T NcIN~ G 0 ES
i ~ • LEHGTH•25 4 451.0 445.80 WIDT~I=28' 45 O • ' ~ 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 1~ ~ D. µ
=te' • • ~ ~h ~ O 23 HARD~F7ELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. '11u,,,,,,t~` I.26 NCDO CLASS I -RAP CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY
Z q #27 Qmax( YR) 4 DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
9A I NIP .65 I .20 LENGTH= 0' F R N R
TH=22 0 ECESSA Y PLAN OR GRADE CHANGES. NO EXTRA D COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK i ~ PTH=18' DONE DUE TO DIMENSIONS OR GRADES SHOWN IN RR Y N
• .15 • ~ 41,0 ~ co Ecn o ~ THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. -
TOP ELE .445.0 • p 1
6 W • N • • N P ©199$ CLINE DAMS ARCHITECTS • 2. WHE HAND LANTING, MULCH (HAY OR STRAW) SHOULD BE EXPRESSLY SERVES ITS COMk'
o • 2 .00 N p UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF ~
p ti ~v' SEEDING. LAW COPYRIGHT AND OTHER PROP!: ~ RIGHTS IN THESE PLANS. THESE f 1. ~ ARE NOT TO BE REPRODUCED, CHAt~
8 03 55 W ~ 4 4 i i • 443.0 3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED OR COPIED IN ANY FORM OR Mai
1, g 2 Q NCDOT I 444. 44 C ~ ax 25 YR CFS • AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, WHATSOEVER. NOR ARE THEY TG 445.0 ASSIGNED TO ANY THIRD PARTY
~ LEN 10 MULCH WILL BE ANCHORED. OUT FIRST OBTAINING THE EXPRE S
p n r s, WIDTH=12 NEUS VER ' 20" WRITTEN PERMISSION AND CONSEN' 4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED CLINE DAMS ARCHITECTS PA
Ec6 DEPTH=18" w c ational W 0 AND INSPECTED PRIOR TO ANY GRADING ON SITE. EROSION CONTROL
SIN BUF • a asem t 14" • • DESIGN WILL BE SHOWN ON CONSTRUCTION DRAWINGS. •
f Lot wE " " 5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH
~ 1 HAR W " D OOD 22 STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED Pro1~ .,,.:;,.91175 TWI o u
O~ " WEET UM " EME NCY ILL Y 2 1 HARDWOOD 20 I 20" HAR 20" ~ IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY ~ 1 " OF THE DEVICE. Date 1.19,99
Q SWEEI~ ~ ~ OA WIDE 443. ~ 14 15" OAK
~ ~ L 1 AK OA 7 5 0 26 HIC ORY CK RY 22 10 Y t 5" SWE G Revisions
L TWIN H R " D o STORM RAI NA N T D 0 GE ES
' 3 ~ OAK " ' ^ I i NITAR R EA ~ 14 HICKO rl Ir1 2 ty o e ~ EWE NT.,PER B.M. 983. 6 14 13 ET UM 1. STORMWATER DETENTION PROVIDED BY A WET POND AND A DRY
rn rn DETENTION BASIN CONTROLED BY AN 18" RCP RESTRICTOR PIPE.
rn THE WET POND WILL PROVIDE DETENTION FOR AREA FROM THIS SITE
i ~ m DRAINING TO THE POND AND ALSO PROVIDE FULL DETENTION FOR
al 0 THE PROPOSED RETAIL SITE ADJACENT TO THIS SITE. THE DRY DETENTION BASIN IMPOUNDED BY THE INTERNAL ROAD WILL COMPLETELY
DRAIN AFTER A STORM PASSES.
{ ~ Drown BY WOM
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QI 2 GRADING AND
O STEWART ENGINEERING S AINA PLA~~ TORbIDR GE
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CD Ot TRANSPORTATION
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50' 25' 0 500 100' PO Box 12054 Research Triangle Park, NC 27709 Sheet
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N/F
N/F N/F WILSON
TES NO N o UTI LI BELL RAL NE GE roKEs 0 s
1. UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ARCHITECTS PA
ST AVAILABLE RECORD DRAWINGS. G ON FIELD SURVEYS AND THE BE
THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO
TARTING CONSTRUCTION AND NOTIFY THE ENGINEERING IF THERE ~L s P R PANCIES, 414 West Jones St.
ARE ANY DISC E 0+00 Raleigh, NC 27603
n 2. THE CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT 1+00 e~ ~ N/F 919/833-6413
800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. ~ ~ PRI R TO ANY DIGGING. 2+ BELL N F 919/836-1280 FAX
CALL AT LEAST 48 HOURS 0 ~ 3+00 ~ ao' w~ pHJLe CDA~INTERPATH.COM
srR~ ~ - _ X11: OORDINATE UTILITY SERVICES WITH CKL ac (UNDER 3. UTILITY CONTRACTORS SHALL C A ooNSt, ) ECK
I DING MECHANICAL PLANS. UTILITY CONTRACTORS SHALL ~ AD 4+00 ~ THE BU L IN 5 FEET OF ~
~ BE RESPONSIBLE FOR INSTALLING SERVICES TO WITH ~ NNEC110N POINT. EI ~ _ THE BUILDING CO ~'x~`x12' T'SkV N ~ ~ /F
~ ~ BOKENY
4. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC ~ ~ TELEPHONE N/F
RIGHT-OF-WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ~ AND 00 aMC E%. INVo451.9 AT w 24• mac 3~ ~ K/NSON CASIN aq
O (MUTCD). ~ a 8+00 ~ ~ ~
12' Dlp WAi~LIN U _ ac _
RVICE PIPING SHALL BE AS FOLLOWS: 5. WATER SE E ~ 9+p0 . "'F -
-DOMESTIC SERVICE-DUCTILE IRON PIPE P -FIRE SPRINKLER SERVICE -DUCTILE IRON PIPE 10+00 X w r
1 STORY E%• INV=450.45 11+0p
6. WATERLINE WILL BE PRIVATELY OWNED. BLOp(
HOUSE 1 STORY N 1 STORY BLDG ~ BLDG •
A KFLOW j~ 0 BE a el ,
7. IRRIGATION WATER SERVICE TO HAVE ABOVE GROUND B C N PREVENTER MEETING CITY OF RALEIGH REQUIREMENTS (WATTS 909
OR APPROVED EQUAL). O BIDG
' DIP
8. DOMESTIC WATER SERVICE TO NAVE BACKFLOW PREVENTER MEETING Z R UIREMENTS FEBCO 805Y OR APPROVED EQUAL) S 8 '50' " CITY OF RALEIGH EO ( 32 E WATERLINE
MOUNTED IN AN ACCESSIBLE LOCATION INSIDE THE BUILDING. EIP
61.10' ,•A~TER 449, 5 8'DIP
1 P Y WITH THE STANDARDS AND 9, UTILITIES SHALL COM L c0 t-t ' wL WATERLINE
SPECIFICATIONS OF THE CITY OF RALEIGH PUBLIC UT1LITlES DEPT. ORPUD AND THE STATE OF NORTH CAROLINA O (C ) N SS MH
-1/2' co
- T OCATED IN PAVEMENT AREAS N 10. SANITARY SEWER CLEAN OU S L 459.5 METER c
SHALL BE HEAVY-DUTY TRAFFIC BEARING CASTINGS. ¦ 447, p ¦ ¦
11. GRAVITY SEWER AND PUMP STATION WILL BE PRIVATELY OWNED, R ¦ ¦ ¦ ¦ ¦ HC 447
OPERATED AND MAINTAINED, W ss H~ HC 447 450.
1 . SPACE CLEAN-OUTS AT 75 FEET MAXIMUM. LOCATE 2 50. 13 P HC
VERTICAL AND HORIZONTAL CHANGES OF N I CLEAN-OUTS AT ALL ~ fig, 2' WL 450. ¦ 2' WL sEWER
DIRECTION. " = 1,00 ~ MINIMUM SLOPES: 6 SEWER SERVICE 9 ~ 1 -~/z•
4" SEWER SERVICE = 2.OOX • ~o ~ g ~ • ETER 445 GY ~ c
~ • t-t/2'
7. METER 8 Z 8 • •
~ ¦ 451.5 '~6 MH co ' c 443
0 ~ ¦ 6' } ~ g' 8, ~
465. • TELEPHONE PEDESTAL o 454. o+
¦ 9 56. HC
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4~ WATERLINE PROFILE SD-71
CONSULTANTS: ~ WATERLINE PROFILE SD-7.2
WATERLINE PROFILE SD-7.3
architect/landscape architect ~ ~ STRICICLAND ROAD WIDENING= SD-8.1
PLAN & PROFILE
STRICKLAND ROAD WIDENING SD-8.2
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engineer ~ ~ ~
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Morrisville, North Carolina 'gyp _ EROSION CONTROL DETAILS SD-IS
[phone] ~ ~ ~ ~ i ~ ~ RISER DETAILS SD-16

OVERALL LANDSCAPE PLAN SD-17
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TYPICAL BUILDING PLANTING (SHADE)-SD-17.5
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ENTRANCE & SITE DETAILS

1 1 +
1 I SITE DATA
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+ R-40W I OWNER STRICKLAND WEST, L.L.C.
1 R-40W I G I P.O. BOX 10810
I ' RALEIGH, NC 27605 414 West Jones St.
_ 6 Raleigh, NC 27603
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TRACT AREA _ 15.60 AC 919 833-6413 I /
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_ OHE 1 PHJLBECK AREA IN DEDICATED R/W 16,245 S.F.
' ONE ~ CNE y \ ( - ONE - / _ 'w. \ ~ ~ ~ + N/F N/F I DENSITY ALLOWED - 10 DU/AC
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~'h w w A TKINSON I (104 1-BORN. UNITS, 52 2-BDRM. UNITS) (156 UNITS
~ OPEN SPACE REQUIRED 1.56 AC I R-40W N/F
i r ~ _ s 1 - . f , 495' ~ 1 ~ ~ ~'1 ~ OHE - I OPEN SPACE PROVIDED 9.85 AC
1 j 7 AR~R TAA ` ~ ' 1ee_ ~ ` oaE _ ' / GR VEL DRI ~ 16 ' ~ ~ i - 5 ~ _ ~ VE I-- f 5 BAY .TAP _t, lg~R ~•~8 ` ~ '
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,f ~ I / ~ ! I 150 -7--- _ _ _ ~ ~ BLDG / N ' ~ t L ~ ~ ~ • ~ _ 'fi" DtSTk,~E 2351 S.F LEASING OFFICE ®1 SPACE/300 S.F = 8 SPACES ~ _ 3364 S.F. COMMUNITY CENTER ®1 SPACE/200 S.F = 17 SPACES
~ / o~ ~ - 1 ~ ~5 R ~ ~ - ~ . P` ~ - ' (?04} 1 BDRM, UNITS ®1,5 SPACES/UNIT = 156 SPACES
~ ~ I ! - ~ R 162. ' , . ~ , - ' / r ,f11 /120 ~ iI ~ - "1 ~ w, 5 SIDEWALK (52) 2 BDRM. UNITS ®2.0 SPACES/UNIT = 104 SPACES ~ 48 RaleyQh .Noah Carolrna ~ 44 e o CITY sTDS. LESS CREDIT * 25 X .59 - 15 SPACES O ~
j / Poi 8 5 ~ / ~ ~ I _ _ ~ ; BLDG ~ STORY BLDJG. ~ 2 150' ~ 1' TOTAL PARKING REQUIRED = 282 SPACES
~ ! ~ / / StORAG 18 PINE i TO BE REMbVE j 2~ _ , ~ ~ IEtVGtry ---I-.. 495 DEP
I ~ W I r ~ / ~ DECORATIVE 1 ARTDRE PE I ~ / S / N ' - ~ - ~ R , 2 ~ PROPOSED PARKING 285 SPACES
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P I ~I ~ R 10 } COMPACTO y F i \ \ I 1 1 1 ~Q r,` ' 17.95 ~REA h 9, -a. ~0 BU \ - _ PROVIDED HC SPACES 9 SPACES e ' ~ _ _ ~_••I" with nail at base
~ ~ 10' TYPE TRAN TIONAL \ ~ ,~1 R UI(,pING _ IMPERVIOUS SURFACE AREA _ 5.76 AC ~ S~' ( a
0 \ ~5 R ~ 2p , ~ 1 PROTECTIyE YARD f f ~ ` ~ \ C 3 , 0 - _ ~ ~ , / 5 R S8 8 , \ ABACK _ _ a~ m _ I VEHICULAR USE AREA 105,687 S.F, CrAI~ ~+i - - _ ~ 0
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' 1 I 46 1 ~ ~ ~6~ . ~t ~ H ~ • ~ ~ ~ 447 I '.,Q ~ HC „ UNITS WITHIN 400' OF THE AMMENi l Y AREA: '
/ f O ~ ~ ~ \ ~ 59 \ I 447 ~ _ 1 BEDROOM 60 UNITS ; I I 2 BEDROOM 30 UNITS
! N ~ ~ 1. 1 1 ~ ~ a \ 4so I ; 1~ ~ HC PARKING REQUIRED:
' t I F ~ \ w ~ 531 ~ " ~ 45 m , ~ P _ ONE BEDROOM ~ 5 R 4P - ~I' 9o sPACES
• ~ S ~ ~ 5 R \ ~ w I ~ ~'s - ~ 11 l / d ~ ~S I TWO BEDROOM 64 SPACES ~ ®t 1 `~5 ~ ° I 1 TOTAL REQUIRED ® ti, I 154 SPACES
r AZ 25 m m 2 f ? 3 ~ ~ 1.. I CREDIT PERCENTAGE CALCULATION
1 ~ / 467.0 , \ SET , / ~ - I ~ (DIVIDE REQUIRED PARKING FOR UNITS ~MTHIN 40~i' BY THE TOTAL
r N F ~ i ~ LgYp ~r / i / ~ I NUMBER REQUIRED FOR ALL RESIDENTIAL UNITS !'>4/260 - .59) 1
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o ~I ~ \ ~ ® 442.5 ~ \ ~ = \ ~ Ba~IN BUFFER ~C I ~ 0~~1+sWA1'llR~(R~~~~sdpriDrtt~FtNALS#C+N-C}FFfJtdLYI' ASSIGNED TO ANY THIRD PARTY WITH ~ I' w I
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N F N/F N' F ~ / , / ~ N F s' 6' CLOSED WOOD FENCE AS REQUIRED BY N/F
/ GARCES KROZSER ~ KNJGHTEN ~ N/F zol ZONING CASE Z-16-97, STRICKLAND ROAD, Z CONDITION ~5. ACTUAL LOCATION OF FENCE BROWN Q'7
JEWETT ~ WATSON + wl~ R-4 t R-4 R-4 WILL VARY DUE TO EXISTING VEGETATION TO ( REMAIN. NO EXISTING TREES DOER 8" cAL. N F I R-4 ~ DraWn 8y TAS
D788.16-84-1083 1 - - R-4 ~ R-4 + D788.16 84 3045 ~ 0788,16-84-4958 ~ 0788.16-84-6085 FEr WILL BE REMOVED 1MTHIN PLANTED STRIP. BOGGS I FENCE WILL JOG TO MISS EXISTING TREES. IF
i ~ 0788.16-84-8706 1Rt / ` ACI TREES ARE REMOVED THEY SHALL BE REPLACED R-4 Checked BY ML ACCORDING TO CITY OF RALEIGH REQUIREMENTS.
0788.16-94-0097
Content
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h~ 0 446. GENERAL GRADING NOTES 43 0
® ~ DOT CLASS IRIP-R ~C~ 442.0 ® Qmax =40 CFS 445.80 •1 1 4~ 441.0 d' TO - 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE D• M~ q NCDO CLA RIP RAP r,, ti~~~ 3+ l9
44 .5 cv 44 ~ LENGTH=25' 4 451.0 d' 5 N 440.6 ~ mox 25 YR CFS FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. Q ) CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY
WIDTH=28' 450. 445.25 d~ LENG =10' ~ DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
TH=18" ® 4 t4 ® 44. WIDTH 12 " 441.2 • ' ® O 23 HARC FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA EPTH 18 NC 0 ASSI -R COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK
0 i0 Qm 25 YR 24 C DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON
t .,cl# .30 9~ ' LENG =20' THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
® cl ® ~ 0TH= 2„ C 1998 CI ® to DE P O CLINE DAMS ARCHITECTS PA
4 1.0 ~ 2. WHEN HAND CANTING, MULCH (HAY OR STRAW) SHOULD BE
TOP ELE .445.0 \ L - 1. UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF EXPRESSLY RESERVES ITS COMMON ® LAW COPYRIGHT AND OTHER PROPERTY ~ SEEDING. RIGHTS IN THESE PLANS. THESE PLANS
® ARE NOT TO BE REPRODUCED, CHANGED
a ~ ® 3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED OR COPIED 4N ANY FORM OR MANNER
( ~ 1x AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, WHATSOEVER. NOR ARE THEY TO BE d' ~ AN H ASSIGNED TO ANY THIRD PARTY WITH ~ MULCH WILL BE CORED. OUT FIRST OBTAINING THE EXPRESSED
S 0~' ~ ~ 4~n 443. WRITTEN PERMISSION AND CONSENT OF
NCDOT CLA I RI AP 444.5 . C ~ 445.0 445.0 4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED CLINE DAMS ARCHITECTS PA
w ax(25 YR) CFS a LENG =10' AND INSPECTED PRIOR TO ANY GRADING ON SITE. EROSION CONTROL
_ o n r s, WIDTH=12 NEUS 1 VER 20" DESIGN WILL BE SHOWN ON CONSTRUCTION DRAWINGS.
p~6 C OtI0n01 DEPTH=18° H W 0 5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH
SIN BUF asem t ~ 14" ? ® STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED Project 97175 ~ / IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY
fo Lot ~ WE - Il'' OF THE DEVICE. Date 2.1.99
~ 1 HARDWOOD 22" TWI o
2 WEET UM 1 „ EME NCY PILL Y HARDWOOD 20 HARD 20" HARD 20" ~ „ Revisions
SWEEI~ 3 'WIDE 443. oA oA ~ STORM DRAINAGE NOTES ~K 26" HIC ORY 27 CK RY
n~ 14 ~ ~ 15 OAK ^ ~ ~ ~ - - ~ 1. STORMWATER DETENTION PROVIDED BY A WET POND AND A DRY 1. 2 25 99 -GRADING/SPOT ELEIiS
m DETENTION BASIN CONTROLED BY AN 18" RCP RESTRICTOR PIPE. 2. 3 22 99 -SITE PLAN /
0 THE WET POND WILL PROVIDE DETENTION FOR AREA FROM THIS SITE DRAINING TO THE POND AND ALSO PROVIDE FULL DETENTION FOR 3. 3 31 99 - DETENI)ON POND REV.
0 m THE PROPOSED RETAIL SITE ADJACENT TO THIS SITE. THE DRY
0 DETENTION BASIN IMPOUNDED BY THE INTERNAL ROAD WILL COMPLETELY
N O DRAIN AFTER A STORM PASSES. Drawn By WDM
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D GRADING AND
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07 PO Box 12054 Research Triangle Park, NC 27709 Sheet
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N/F
S N/F
OTE GENERAL UTILITY N N F ~ / WILSON
P BELL ~ STOKES 1. UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED R
ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAIMNGS. G ARCHITECTS PA
THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO
STARTING CONSTRUCTION AND NOTIFY THE ENGINEERING IF THERE 1~ ARE ANY DISCREPANCIES. P
414 West Jones St.
2, THE CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT N/F Raleigh, NC 27603
800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. CALL AT LEAST 48 HOURS PRIOR TO ANY DIGGING. BELL _
919/833 6413 N/F - 80 FAX
3. UTILITY CONTRACTORS SHALL COORDINATE UTILITY SERVICES WITH STR~ 30" W Cf(L ATERLI 919/836 12 PHILBECK
AND ~ NE THE BUILDING MECHANICAL PLANS. UTILITY CONTRACTORS SHALL RQ (NDER C AD oNSr. CDA~INTERPATH.COM
BE RESPONSIBLE FOR INSTALLING SERVICES TO WITHIN 5 FEET OF ~ THE BUILDING CONNECTION POINT. 3i 30"x30"x12"
12 BLOW-OFf TS&V N/F
4. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE TELEPHONE MANHOLE 12 G 8i epKENY
NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ~ -----yy BARE AND
(MUTCD), 12" DI P WATERLINE 24" ~A EX. INV_451.94 N/F CASING A T/C1N SON
a 12• DIP WAT U •
5. WATER SERVICE PIPING SHALL BE AS FOLLOWS: 12r OIP -DOMESTIC SERVICE-DUCTILE IRON PIPE p~~ ERLINE n
-FIRE SPRINKLER SERVICE -DUCTILE IRON PIPE ri FIRE HYDRANT ~
1 STORY 12"G V w
6. WATERLINE WILL BE PRIVATELY OWNED. BLOCK MG'S . V. Ex. 1 _ N V_ 450.45
HOUSE 1 STORY 1 STORY BLDG
BLDG 0 BE RE 7. IRRIGATION WATER SERVICE TO HAVE ABOVE GROUND BACKFLOW
PREVENTER MEETING CITY OF RALEIGH REQUIREMENTS (WATTS 909 8" BACKFLOW • PREVENTER IN f Fl ~ ~1
OR APPROVED EQUAL). 'HOT BOX' 2 DIP wAT RE HYDRAN ~ ERLINE T
BLDG 8. DOMESTIC WATER SERVICE TO HAVE BACKFLOW PREVENTER MEETING 8" DIP
CITY OF RALEIGH REQUIREMENTS (FEBCO 805Y OR APPROVED EQUAL) WATERLIN 12"G. V
MOUNTED {N AN ACCESSIBLE LOCATION INSIDE THE BUILDING.
o LUG AN
9, UTILITIES SHALL COMPLY WITH THE STANDARDS AND t METER SPECIFICATIONS OF THE CITY OF RALEIGH PUBLIC UTILITIES DEPT. t-t 2' wl 50. BLOC D ~s e" DIP K
{CORPUD) AND THE STATE OF NORTH CAROLINA p WATERLINE
459.5 'O S$ MH 00
10. SANITARY SEWER CLEAN-OUTS LOCATED IN PAVEMENT AREAS SHALL BE HEAVY-DUTY TRAFFIC BEARING CASTINGS. 459,5 1 E -1/2" B B co
METER c ~ ~ 447. °
11. GRAVITY SEWER AND PUMP STATION WILL BE PRIVATELY OWNED, k ¦ • 5/8 ~ ~ ~ p~~
OPERATED AND MAINTAINED, SS H~9 WATER ~ ¦ • 447. METER HC 447 HC
12. SPACE CLEAN-OUTS AT 75 FEET MAXIMUM. LOCATE 450.
CLEAN-OUTS AT ALL VERTICAL AND HORIZONTAL CHANGES OF ? DIRECTION. • 46. 450. 13 a^' P ~ ~ HC
MINIMUM SLOPES: 6" SEWER SERVICE = 1.00 2" ~ 50,5 ¦ 2" wL SEWER t
4" SEWER SERVICE = 2.00% p "pb~ 1 ,-1/2"
OR~ ? 8 a~ cv ? fH ETER 45.0 fH oo °1° c
67.0 ~-t/2" ^ METER 8 0
UTILITY INSTAL All N AN 0TH R PUB IC CHIEF ENGINEER ~ • 50 L O S D E L p ? ~ 5 co 451.5 446.0 ~ MHO
FACILITIES ,INCLUDING SIDEWALKS AND • s" Pv HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ~ 465.0 SEWER 8" PV oo •c 43.0 SEWER :
ALL STREETS AS SPECIFIED BY CITY CODE. DIR. OF PUBLIC UTILITIES p 455.0 8" VC
THESE FACILITIES HAVE BEEN APROVED BY THE i ~ 58.0 CITY OF RALEIGH AND SHALL BE SO INSTALLED ~ o ' °p HC s SE R co
UNLESS A CHANGE IS AUTHORIZED BY WRITTEN TRAFFIC ENGINEER h ? '0 + 12
BARN ~ 6h• • 2. ~ • ~ APPROVAL. PUBLIC SANITARY SEWER a EASEMENTS ARE TO BE RECORDED PRIOR TO HC • " 10 444,0
FINAL ACCEPTANCE. CONSERVA1lON ENGINEER t-t/2 p• r D 6 .5 METE C ~ ~ 453.5 42,4 1-1/2' z" W4
s HC METER
SIGNATURE: " S 62.0 Ss S ~ 441.4 s 442.0
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D 8 WATERLINE TO BE CONNECTED TO o ~a WATERLINE ~ 41.5
~ RAY ROAD UPON DEVELOPMENT OF cv •s • rr 1-1/2
STRICKLAND FARMS RETAIL SITE ~ e" PR ~Er 462.50 ~ fH v rn A < "PVC METER ? 440.5 SE "PVC ?
" • WER wER 5 ~ a 441.0
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MH #10 MH t METER ~ 452.5 451.5 NEUSE RIVER WATERSHED p
1 PROPOSED BY OTHERS _ - - - - - - - - - - R co ~ ~ ~ ~ + - 3" PVC FORCEMAIN t-t/2" PROTECTION
METER HC 58,5 S " S H 1 1 BOUNDRY
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RALEIGH QUANTITY SUMMARY 448.5 s 6 ©1998 CLINE DAVfS ARCHITECTS PA ~ a >s 441.0 ° EXPRESSLY RESERVES ITS COMMON
STRICKLAND ROAD WIDENING (TOTAL 1240.0 FEET L - 1, Q v ® LAW COPYRIGHT AND OTHER PROPERTY • 1-1 ~ RIGHTS IN THESE PLANS. THESE PLANS
STRICKLAND ROAD WIDENING (FULL WIDTH SECTION) 915.0 FEET 4. ® ME A ARE NOT TO BE REPRODUCED, CHANGED
PUBLIC 51DEWALKS 825.0 FEET 3 OR COPIED IN ANY FORM OR MANNER 446.5 WHATSOEVER. NOR ARE THEY TO BE
PRIVATE DRIVE 2800 FEET ` 443, ASSIGNED TO ANY THIRD PARTY WITH 444.5 445.0 OUT FIRST OBTAINING THE EXPRESSED
PUBLIC SEWER 0.0 FEET WRITTEN PERMISSION AND CONSENT OF
PRIVATE SEWER (8" PVC) 1425 FEET Ingress, Egress NEUSE RIVER CLINE DAVIS ARCHITECTS PA
MANHOLES 10 Recreotional
a ASIN BUFFER PUBLIC WATERLINE - 12" DIP 975.0 FEET Easement ~ ° ® Z
„ for Lot 2 o, PUBLIC WATERLINE - 8 DIP 0.0 FEET Project 97115
PUBLIC FIRE HYDRANTS 2
PRIVATE WATERLINE - 8" DIP 2614 FEET Date 2.1.99
~ PRIVATE FIRE HYDRANTS 4
L ~ 20' City of Raleigh SANITAR SEWER EASEMENT PER B.M SEMENT PER B.M. 1983, P. 286 ReVISIanS
3
6i 1 3 22 99 -Added Pool Drain
r 2 3 31 99 - DE1ENIi0N POND REV.
LC) N
N N/F m N/F N/F N/F
o GARCES KROZSER N F N/F
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Content
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Ol 50' 25' 0 50' 100' PO Box 12054 Research Triangle Park, NC 27709 Sheet lh~ 'A Tel. [phone] Fax [phone] SDA
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P i BELL I R-40W I O STOKES ~ i I R-40W ' ARCHITECTS PA I OWN
R-40W I G ER STRICKLAND WEST, L.L.C.
I P.O. BOX 10810
~ ~ I - - - - - _ I I ' RA 1 H LEG , NC 27605 414 West Jones St.
_ ~ I Raleigh, NC 27603
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{ ~ I { TRACT AREA 15.60 AC 919 833-6413 I /
1 ~ AREA IN CITY LIMITS 15.60 AC 919/836-1280 FAX I
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?IN OAK _ 22" 6A1(- , ~~TgNC , ~ _ z _ ~ ~ a,E ~ BOK~ BOKENY I I AREA IN DEDICATED R W 23 062 S.F /
~ 41" .OAK N~ ' S 81 ,PINE E . b - - m 11, ~ a+E 1p' I $ I N F DENSITY ALLOWED 10 DU AC / / R-40W
o o ~ - 12' ATKINSON { (15,61 AC ®10 DU/AC = 156 UNITS)
i R-40W I N F DENSITY PROPOSED 10 DU/AC /
5 / r X49 ' p r r ` ~ ' E\ _ ~ a+c _ I (104 t-BDRM. UNITS, 52 2-BDRM. UNITS) (156 UNITS) _ ~,E ~ , SIREHLE
5 ~ - - - ' GRAVEL DRIVE ~ ~ ,~65' % ~T 3 0 7 - ~ - OPEN SPACE REQUIRED 1.56 AC R-4oW OPEN SPACE PROVIDED A
r - r 6qY TAP T - i , ~ ~ 8 . I 9.77 C
S ORY r r ~ S t r ~ - , ' ~ 15p~ sro ~ ~ r- ~ = - ,~LsTA~~ _ 1 ` ' TOTAL RE UI PA
' BLDG i r R ~ , ~ AGE, LEN ~ - - - _ _ Q RED RKING 282 SPACES
5~ SIDEWALK 1180 SF POOL ®1 SPACE/100 S.F = 12 SPACES 2351 S.F LEASING OFFICE ®1 SPACE/300 S.F = 8 SPACES
i yJ~ ,1 ,rs ~ I ~ I ` ~ ~ ~ . 48 44 = Ralei h North Carolana x^~. ~ e CITY S'jB$, 3364 S.F. COMMUNITY CENTER ®1 SPACE/200 S.F 77 SPACES $ ~
a~oc a° sTORY e~dc. ~ _ ~ 1sp~ _ - - _ _ A~DU TL ,'TO BE REFA6VE r i / ~ ~ ' 2 / STORAGE LE 18 491~jE r A~U,j( = (104) 1 BDRM, UNITS ®1.5 SPACES/UNIT = 156 SPACES pEDlCq ~ jEp,"i' (52} 2 BDRM. UN17S ®2.0 SPACES/UNfT = 104 SPACES
i ~ NG 5 •I , ~ ~ TH DEpq ~ ~ i ~ / ~ RARE , ~ ~ ~R w ~ ~ LESS CREDIT • (25 X .59) - i5 SPACES
K ~ S 83 5p' , ' I r N , ~ I _ ~ _ ~pER , ~2 E i ~ 1 a'R ~ _ s 20 PAi 2O' ~D ~ ~ ~ ~ N . , TOTAL PARKING REQUIRED = 282 SPACES ARK~G ~ -
/ 6 I ' I - ~ ; \ s' 8AY rap: ~ ~ ~ , EIP I l 10 R 5'R RECY NG \ 'R- ~ ~ { ; _ ~ ~ SE~AC O ~ ` Bent EIS K ~ - PROPOSED PARKING 285 SPACES
! i' f ~ - ~ I ~ ~ r °L I r, ~ COMPA`CTO ~ ~ ' " ~ - ~ with nail of base ~ BU/L p ' - - _ ~ REQUIRED HC SPACES 7 SPACES
t ~ j "-i-~..~ r ~ OAR AREA N ' ING - S~'~q ,
f I ~ C / ~ w R J f j r , I 5'R \ P E P•~-..t~ ~ ~ , _ CK - _ _ _ _ , ~ PROVIDED HC SPACES 9 SPACES . _ ' ~ ~ - ~ - fMPERVtOUS SURFACE AREA 5.84 AC
I i I' ~ ~ i ~ 3 13 V ~ ' ~ a _ - ~ VEHICULAR A USE REA 109, 050 S F,
j / ~ I _ ~ ~ - _ _ ~ ~ - ~ MAX. BUILDING HEIGHT 32 FT.
` CV~ I ~ ~ ! V~. ~ i ~ ~ ~ ~
~ ~ ~ 1 i ~ _ r" _ " # A5 PER i0-2072 RECREAi10NAL USE RELATED T 0 A REStDENAAL DEVELOPMENT, w._ OTHER THAN A SINGLE FAMILY DWELLING UNIT, ITEM 11, THE AMMENITY PARKING
/ ~ 1 I 46 ~ ~ ~ 'Q ® ~ , f v~ o I ~ ti HC 447 - ~ REDUCTION PERCENTAGE CALCULATON 1S AS F OLLOWS:
N i+ ~ N o© 1 ~ ~ ~ ~ UNITS WITHIN 400' OF 7HE AMMENITY AREA:
I , ~ t _I3 ~ I A A ~ 4~'J HC 1 BEDROOM 60 UNITS
1 ~ 1 v ~ V ~ ~ 45 I ~ 5'R ~ 1~ o 2 BEDROOM 5'R ® _ ~ 3o UNITS Q`_ . - I PARKING REQUIRED:
1 ~ ag. t,,1 ~ \ ° w , ' I o ~ ~ 25'R 9 , 1 44s _ e ~ ~ ONE BEDROOM 90 SPACES
2 ® 8 , . _ , ~ ~ ®e'~ 1 ~ gyp, _ _ 7W0 BEDROOM 64 SPACES (<1 707AL REQUIRED 154 SPACES
~ - . ~ CRED17 PERCENTAGE CALCULATION
N F - - i <'o ~ ~ ® ~ 451,5 i ~ l ~ (y ` " ~ ~ DfU1DE REQUIRED PARKING FOR UNITS WITHIN s0 ' Q~ - ' ( 0 BY 7HE TOTAL
STRICKLAND c I : ~ ~ 12 , F 0 446'. ,C 0 465.0 8 / 1 - ~ 443..,, 40+ NUMBER REQUIRED FOR ALL RE5IDENTIAL UN17S 154/260 = .59)
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Z 't~? i ` , ~ \ ~ \ \ 446.5 ® m \ , _ ro RIGHTS IN THESE PLANS. THESE PLANS 19 N ARE NOT TO BE REPRODUCED, CHANGED
N 89'23 46 W o ~ \ \ ~ ~ - N 1,, ~ ~ _ _ 4 Z . _ _ ~ OR COPIED IN ANY FORM OR MANNER
22. N ~ ~ , ~ , ? \ ~ ~ \ - ~ ~ , o i \ ~ ~ \ ® © 442.5 ~ ~ ~ ~ WHATSOEVER. NOR ARE THEY TO BE ~ ~ ~ NEUSE RIVER o2'~. ~ R \ ~ ASSIGNED TO ANY THIRD PARTY WITH
o ~ ~ NEUSE RI o o ~ 1 N 78'03 55 W w ~ ~ 0 VER , ~ ~ BASIN BUFFER OUT FIRST OBTAINING THE EXPRESSED
14.92' ~ ` ` ~ \ 444.5 ~ , / ~ F~ BASIN BUFFER - . 1 ~ \ ~ _ 444.5 ~ ~ ~ WRITTEN PERMISSION AND CONSENT OF . - ~ CLINE DAVI AR HI T PA ~ ~ S C TEC S
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~ ~ ~ ~ _ 15" OAK ~ ~ . X- - - - _ ~ - - Q~ ~ ~ TWIN O 1 2.76 - ~ ti y i 22° IOKOaY '~1 15" SWEEzTGtJTJ~ I ' .
\ _ ~ . OAK ~ 14" HIC ORY` _ . - , - p(~ t ' - ~ \ 20 Clty of Ralei ~QNITAR SEWER EASEMENT ER B.M. 1983, ~~~6 14 O -t. - - ~ = - . - . - - -OAK . Q . ' O H~RDNb D'~. '4 13" ~WEET~UM ~ ~ Revl$lons 8,01.98
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458. ~ . HC DE =18 =18' 442. T.O.C. Upper Lower Pipe
460.0 I 462.0 ~ 454. 44 • Location Length or RIM Invert Invert Slope Diameter Z Fr T
s N • om o (ft) (ft) (ft) (ft) (7f~ (1n)
• ~ P HC • 453. 44 • ~ MH#1A G 2 36 472.00 467.00 462.20 13.333 24 • #
• ~ p " v 464.3 .80 • H CI#1 CI#2 22 467.00 462.50 462.20 1.364 15 CI 1 1 ~ #2 G#3 6 466.80 462.00 452.00 8.211 24
I C 440 CI#4 CI#5 78 466.40 452.00 451.50 0.641 15
,0 455.20 455.00 NEUS CI#5 CI#3 106 458.60 451.30 450.70 0.566 15 NEUS RIVER 441.4 cl3 DI 9s 4 4
rn 460. 455. ~ .20 WATEI 4 2 DI #22 # #6 60.80 50.50 447.80 2.812 24 R H 1'30 DI#6 FES#7 26 458.50 447.60 446.00 6.154 24 WATE ED ~
0 170 455. o
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l N A . 46175 • ( DI 14 CI#10 94 457.00 452.30 450.50 1.915 12 LENGTH 440.5 #
~ ~ q 453.7 • ..460 IM =12 CI#15 CI#10 74 453.30 449.00 448.20 1.081 18 4 25 441 CI#10 CI#19 134 454.60 448.00 445.00 2.239 18
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i I I EP =18 # #2 .50 436.00 435.50 1.190 15 DI#23 G#24 70 440.25 435.30 434.60 1.000 15
• • i. ~1•~ • 4 9.5 S #3t 43 1 G#24 FES#25 ss 438.40 434.40 433.70 i.os1 t5
1.00 • 1.10 s, CI#26 G#27 140 451.60 447.00 441.60 3.857 15
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• ~ 450.9 448 \ CI#28 G#29 96 442.60 437.60 435.60 2.083 15
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f~ =40 CFS 442 22547 g . ~
441. i . 441. 441 ~ F ~ ~ GENERAL GRADIN N T NcIN~ G 0 ES
i ~ • LEHGTH•25 4 451.0 445.80 WIDT~I=28' 45 O • ' ~ 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE 1~ ~ D. µ
=te' • • ~ ~h ~ O 23 HARD~F7ELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. '11u,,,,,,t~` I.26 NCDO CLASS I -RAP CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY
Z q #27 Qmax( YR) 4 DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION
9A I NIP .65 I .20 LENGTH= 0' F R N R
TH=22 0 ECESSA Y PLAN OR GRADE CHANGES. NO EXTRA D COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK i ~ PTH=18' DONE DUE TO DIMENSIONS OR GRADES SHOWN IN RR Y N
• .15 • ~ 41,0 ~ co Ecn o ~ THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. -
TOP ELE .445.0 • p 1
6 W • N • • N P ©199$ CLINE DAMS ARCHITECTS • 2. WHE HAND LANTING, MULCH (HAY OR STRAW) SHOULD BE EXPRESSLY SERVES ITS COMk'
o • 2 .00 N p UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS OF ~
p ti ~v' SEEDING. LAW COPYRIGHT AND OTHER PROP!: ~ RIGHTS IN THESE PLANS. THESE f 1. ~ ARE NOT TO BE REPRODUCED, CHAt~
8 03 55 W ~ 4 4 i i • 443.0 3. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED OR COPIED IN ANY FORM OR Mai
1, g 2 Q NCDOT I 444. 44 C ~ ax 25 YR CFS • AS A TEMPORARY COVER ON SLOPES THAT ARE 4:1 OR STEEPER, WHATSOEVER. NOR ARE THEY TG 445.0 ASSIGNED TO ANY THIRD PARTY
~ LEN 10 MULCH WILL BE ANCHORED. OUT FIRST OBTAINING THE EXPRE S
p n r s, WIDTH=12 NEUS VER ' 20" WRITTEN PERMISSION AND CONSEN' 4. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED CLINE DAMS ARCHITECTS PA
Ec6 DEPTH=18" w c ational W 0 AND INSPECTED PRIOR TO ANY GRADING ON SITE. EROSION CONTROL
SIN BUF • a asem t 14" • • DESIGN WILL BE SHOWN ON CONSTRUCTION DRAWINGS. •
f Lot wE " " 5. SEDIMENT/EROSION DEVICES MUST BE CHECKED AFTER EACH
~ 1 HAR W " D OOD 22 STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED Pro1~ .,,.:;,.91175 TWI o u
O~ " WEET UM " EME NCY ILL Y 2 1 HARDWOOD 20 I 20" HAR 20" ~ IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE CAPACITY ~ 1 " OF THE DEVICE. Date 1.19,99
Q SWEEI~ ~ ~ OA WIDE 443. ~ 14 15" OAK
~ ~ L 1 AK OA 7 5 0 26 HIC ORY CK RY 22 10 Y t 5" SWE G Revisions
L TWIN H R " D o STORM RAI NA N T D 0 GE ES
' 3 ~ OAK " ' ^ I i NITAR R EA ~ 14 HICKO rl Ir1 2 ty o e ~ EWE NT.,PER B.M. 983. 6 14 13 ET UM 1. STORMWATER DETENTION PROVIDED BY A WET POND AND A DRY
rn rn DETENTION BASIN CONTROLED BY AN 18" RCP RESTRICTOR PIPE.
rn THE WET POND WILL PROVIDE DETENTION FOR AREA FROM THIS SITE
i ~ m DRAINING TO THE POND AND ALSO PROVIDE FULL DETENTION FOR
al 0 THE PROPOSED RETAIL SITE ADJACENT TO THIS SITE. THE DRY DETENTION BASIN IMPOUNDED BY THE INTERNAL ROAD WILL COMPLETELY
DRAIN AFTER A STORM PASSES.
{ ~ Drown BY WOM
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QI 2 GRADING AND
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50' 25' 0 500 100' PO Box 12054 Research Triangle Park, NC 27709 Sheet
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N/F
N/F N/F WILSON
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1. UNDERGROUND STRUCTURES AND UTILITIES SHOWN ARE BASED ARCHITECTS PA
ST AVAILABLE RECORD DRAWINGS. G ON FIELD SURVEYS AND THE BE
THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS PRIOR TO
TARTING CONSTRUCTION AND NOTIFY THE ENGINEERING IF THERE ~L s P R PANCIES, 414 West Jones St.
ARE ANY DISC E 0+00 Raleigh, NC 27603
n 2. THE CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" AT 1+00 e~ ~ N/F 919/833-6413
800-632-4949 FOR ASSISTANCE IN LOCATING EXISTING UTILITIES. ~ ~ PRI R TO ANY DIGGING. 2+ BELL N F 919/836-1280 FAX
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srR~ ~ - _ X11: OORDINATE UTILITY SERVICES WITH CKL ac (UNDER 3. UTILITY CONTRACTORS SHALL C A ooNSt, ) ECK
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~ BE RESPONSIBLE FOR INSTALLING SERVICES TO WITH ~ NNEC110N POINT. EI ~ _ THE BUILDING CO ~'x~`x12' T'SkV N ~ ~ /F
~ ~ BOKENY
4. TRAFFIC CONTROLS FOR ANY UTILITY WORK WITHIN THE PUBLIC ~ ~ TELEPHONE N/F
RIGHT-OF-WAY SHALL BE IN COMPLIANCE WITH STANDARDS OF THE NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ~ AND 00 aMC E%. INVo451.9 AT w 24• mac 3~ ~ K/NSON CASIN aq
O (MUTCD). ~ a 8+00 ~ ~ ~
12' Dlp WAi~LIN U _ ac _
RVICE PIPING SHALL BE AS FOLLOWS: 5. WATER SE E ~ 9+p0 . "'F -
-DOMESTIC SERVICE-DUCTILE IRON PIPE P -FIRE SPRINKLER SERVICE -DUCTILE IRON PIPE 10+00 X w r
1 STORY E%• INV=450.45 11+0p
6. WATERLINE WILL BE PRIVATELY OWNED. BLOp(
HOUSE 1 STORY N 1 STORY BLDG ~ BLDG •
A KFLOW j~ 0 BE a el ,
7. IRRIGATION WATER SERVICE TO HAVE ABOVE GROUND B C N PREVENTER MEETING CITY OF RALEIGH REQUIREMENTS (WATTS 909
OR APPROVED EQUAL). O BIDG
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8. DOMESTIC WATER SERVICE TO NAVE BACKFLOW PREVENTER MEETING Z R UIREMENTS FEBCO 805Y OR APPROVED EQUAL) S 8 '50' " CITY OF RALEIGH EO ( 32 E WATERLINE
MOUNTED IN AN ACCESSIBLE LOCATION INSIDE THE BUILDING. EIP
61.10' ,•A~TER 449, 5 8'DIP
1 P Y WITH THE STANDARDS AND 9, UTILITIES SHALL COM L c0 t-t ' wL WATERLINE
SPECIFICATIONS OF THE CITY OF RALEIGH PUBLIC UT1LITlES DEPT. ORPUD AND THE STATE OF NORTH CAROLINA O (C ) N SS MH
-1/2' co
- T OCATED IN PAVEMENT AREAS N 10. SANITARY SEWER CLEAN OU S L 459.5 METER c
SHALL BE HEAVY-DUTY TRAFFIC BEARING CASTINGS. ¦ 447, p ¦ ¦
11. GRAVITY SEWER AND PUMP STATION WILL BE PRIVATELY OWNED, R ¦ ¦ ¦ ¦ ¦ HC 447
OPERATED AND MAINTAINED, W ss H~ HC 447 450.
1 . SPACE CLEAN-OUTS AT 75 FEET MAXIMUM. LOCATE 2 50. 13 P HC
VERTICAL AND HORIZONTAL CHANGES OF N I CLEAN-OUTS AT ALL ~ fig, 2' WL 450. ¦ 2' WL sEWER
DIRECTION. " = 1,00 ~ MINIMUM SLOPES: 6 SEWER SERVICE 9 ~ 1 -~/z•
4" SEWER SERVICE = 2.OOX • ~o ~ g ~ • ETER 445 GY ~ c
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7. METER 8 Z 8 • •
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-C o 464,3 METE He METER
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~ ~ ~ 460. H1s H WATERSHED ~ 455.5 PROTECTION
D N c e'cv D o BOUNDRY
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~ 8" WATERLINE TO BE CONNECTED TO wAtarut+E RAY ROAD UPON DEVELOPMENT OF W o
N STRICKLAND FAKMS RETAIL SITE 4s2 4 ~ • 1-1/2 METER 440.5
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• ~ 451.( O 451.0 PUMP STATION
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NIP NIP • • ? ~ C 1998 CLINE DAMS ARCHITECTS PA
Z IP 448. • , • 441.0 EXPRESSLY RESERVES ITS COMMON ~ LAW COPYRIGHT AND OTHER PROPERTY
~6„W 0 - 1, RIGHTS IN THESE PLANS. THESE PLANS
N • M • ARE NOT TO BE REPRODUCED, CHANGED
2 .00 ° N 4 OR COPIED IN ANY FORM OR MANNER 3 WHATSOEVER. NOR ARE THEY TO BE
446. ASSIGNED TO ANY THIRD PARTY WITH • 443. pUT FIRST OBTAINING THE EXPRESSED
N 78 03'55" W ~ • 445.0 WRITTEN PERMISSION AND CONSENT OF CLINE DAMS ARCHITECTS PA
1 .92' 0
NEUSE RIVER Ingress, Egress VER
w Recreational ASIN BUFFER IF~R ; z
a Easement °a Project 97175
for Lot 2
Cn r O Date 21.99
W Revisions
N ^ 20' City of Raleigh SANITAR SEWER EASEMEN SEWER EASEMENT PER B.M. 1983, P. 286
nip
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GARCES KROZSER N/F JEWETT WA TSON N/F Drawn By WDM
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U r Q1 Park NC 27709 Sheet , r r PO Box 12054 Research Triangle 25 Tel. [phone] Fax [phone] SD
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ARCHITECTS PA
SAN. SEWER •o .
PUMP ®0 414 West Jones St.
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