20000112 Ver 1_COMPLETE FILE_20000801

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
APEX HOSPITALITY GROUP, LLC
105 Carswell lane
Apex, NC 27502
Cc: Philip Post & Associates
c/o Philip N. Post, P.E.
401 Providence Road
PO Box 2134
Chapel Hill, NC 27514-2134
Re: Holiday Inn Express
100 Marco Drive - Apex, NC
Dear Sirs,
1 •
10 kaftwoon%mmon
dff
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 11, 2000
DWQ # 00-0112
Wake County
Page 1 of 2
The Division of Water Quality has reviewed your plans for the discharge of fill material into
65 linear feet of waters and associated protected riparian buffers located at the proposed Holiday Inn
Express Site, 100 Marco Drive, Apex, NC in Wake County as described in your revised application
and Grading & Drainage Plan dated 3/23/00. Insufficient evidence is present in our files to conclude
that your project must be built as planned in waters, wetlands and/or protected riparian buffers in
accordance with 15A NCAC 2H.0506 and 15A NCAC 2B.0233(8). Therefore, unless modifications
of the proposal are made as described below, we will have to move toward denial of your 401
Certification and Neuse River Buffer Authorization Certificate as required by 15A NCAC 2H .0507(e)
and 15A NCAC 2B .0233(8) 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 US 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 and associated protected riparian buffers. Specifically new stormwater outfalls,
such as the grassed swales proposed within Zone 2, are designated as "prohibited" within the buffer
rules [15A NCAC 2B .0233(6)]. Therefore, can you redesign the proposed site plan so that all
stormwater ouffalls end and diffuse flow of stormwater is provided prior to entering the buffers.
Division staff believe that additional ouff all structures (possibly up to eight rather than the two
proposed) may aid in providing this diffuse flow. 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.
Non-Discharge Branch Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Page 2 of 2
Please respond within three weeks of the date of this letter by sending a copy of this
information to me and one copy to Beth Barnes, Raleigh Regional Office at 1628 Mail Service
Center, Raleigh, NC 27699-1628. 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. Please call
Bob Zarzecki at 919-733-9726 or Todd St.John at 919-733-9584 if you have any questions, would
like aid in redesigning the proposed stormwater outfalls or require copies of our rules or procedural
materials.
ney
rah r
Cc: Beth Barnes, DWOO Regional Offfice
Todd Tugwell, Raleigh Regulatory Fi Id Office of the US Army Corps of Engineers
Central Files
File Copy
Non-Discharge Branch Wedands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/] 0% post consumer paper
awn
NCDENR
DIVISION OF WATER QUALITY
May 10, 2000
Memorandum To: Bob Zarzecki
From: Todd St. John
Subject: Holiday Inn Express
Wake County
DWQ# 000112
I have reviewed the stormwater plan for the subject property, and I believe the applicant
has made progress in their stormwater treatment. I would recommend that the level
spreaders be larger and that we get more plan details. However, if this is a NW 14
project, the applicant will have to provide stormwater treatment for the entire site.
Anyway, I guess we'd better talk about this project and projects that require stormwater
non-gully forming flow through buffers.
Rpr 27 00 06:20p Philip Post & Rssociates 919 493 6548 p.2
PHILIP POST & ASSOCIATES, INC.
Engineers/Planners/Surveyors
401 Providence Road Suite 200
CHAPEL HILL, NnPTH CAROLINA 27514
[phone] (919) -
[phone] (336) 2973-77010
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MEMORANDUM
TO:
John Dorney
Non-Discharge Branch
Regional Contact: Steve Mitchell
WQ Supervisor: Ken Schuster
Date:
SUBJECT:
WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Holiday Inn c/o Apex Hospitality Group County Wake
Project Number 00 0112 County2
Recvd From APP Region Raleigh
Received Date 2/11/00 Recvd By Region 3/3/2000
Project Type road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. BE
14 ? O Y _0N 27-43 (5.5) wSIII NSW 30,402. 6.02F ?? ??-
r NBRr I - O 1'O N F-rF-F-F-F-F-F-
Ir rl
___F__O Y O N F__I F__?F_F_Ir I -F_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue O Issue/fond OO Deny
Provided by Region: Latitude (ddmmss) 354304
Longitude (ddmmss) 785025
Comments:
tHE ROAD CROSSING IS OK BECAUSE IT IS CINDER 150 FEET AND IS ONLY BUFFER IMPACT
THFRF ARF SFVFRAI AREAS OF E3N .ROACHMENT INTO THE BUFFER ZONE WITH
CONCRETE- PAVEMENT, AND DUMPSTERS AND NO MENTION OF STORMWATER
TREATMENT
cc: Regional Office
Central Office Page Number 1
Facility Name Holiday Inn c/o Apex Hospitality Group County Wake _
Project Number 00 0112 Regional Contact: Steve Mitchell
Date:
Comments (continued from page 1):
cc: Regional Office
Central Office Page Number 2
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RAL[10W REGIONAL
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NATURAL R6soukram
1029 MAIL SEW= CTWER
RALEION, NC 274399-14320
PHYSIcAl. LroComm (I= A.
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3900 IsAwtur DRIVE, RM 1.01
RA MQH, NC 27609
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'Mar 28 00 05129p Philip Pest 6 Associates 919 493 6549 p.l

PHILIP PpSt & ASSOCIATES, INC.
EncInoors/Planners/Surveyors
401 Provlderce Road Suite 200
CHAPEL HILL, NORTH CAROLINA 27514
(919) 929,1173 [phone]
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Philip Post & Associates 919 493 6546 p.2
EIVR - ENVIRONMHiVTAL MANAGERENT _TZSAr_020.0200
stormwater through the buffer.
• In wetlands, mats shall be utilized to minimize soil disturbance,
' Provided that poles or towers shall not be installed within 10 fret of d water body unless the Division completes a no
practical alternatives evaluation,
Ponds in natural drainage ways:
- New ponds provided that a riparian buffer that meets the X
requirements of Items (a) and (5) is established adiactat
to the pond
- New ponds where a riparian buffer that meets 'the re- ?C
qulremeets of Items (4) and (5) la NOT v%tahllahad
adjacent to the pond
Protection of existing structures and facilities when this X
requires additional disturbance of the riparian buffer or the
stream channel
Railroad crossings:
- Railroad crossings that impact equal to or less than 150 X
linear feet or one-third of in acre of riparian buffer
- Railroad crossings that impact greater than 150 linear X
feet or one-third of an acre of riparian buffer
Retttoval of previous fill or debris provided that diffuse X
flow is mainlaipcd and any vegetation removed 16 restored
KUM osa : ?i
-Road crossings that impact cqut<1 to or less than 150 X
linear ftelpS rte third of an ac o fivadan-buffer
• uacl Lrussings that. impact gru2ter than 150 linear feet X
or one-third of an acre of riparian buffer
Scientific studies and stream gauging X
Stormwater management ponds:
- New stormwater manUement ponds provided that a X
riparian buffer that meets the requirements of Items (4)
and (S) is established adjacent to the pond
• Now stormwater mannatment ponds where a riparian X
buffer that meets the requirements of Items (4) and (5) is
NOT established adjacent to the pond
Stream restoration X
5trearnbank stabilization X
Temporary roads:
- Temporary roads that disturb less than or equal to 2500 X
square feet provided that vegetation is restored within
six months
• Temporary roads that disturb greater than 2,500 square X
feet provided that vegetation Is restored within six
months
24
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Mat-,28 00 05.'29p Philip Post L Associates 919 493 6548 p.a
SNR - ENVIRONMENTAL MANAGEMENT TI SA: 028 , 0200
Dam mainten2nce activities X
Drainage ditches, roadside ditches and stormw•tor outfalls
through nparim buffers,
• Existing drainage ditches, roadside ditches, and storm- X
watar outfalls provided that they are utdttagcd tu mini-
mize the sediment, nutrients and other pollution that
convey to waterbodies
- New draiocgc ditches, toralnidt; talighe9 ana 5rormwater X
outfalls provided that a stormwater maltagement facility
is installed to control nitrogen and attenuate flow before
Me cunrcyance discharges through the riparian butter
• New drainage ditches, roadside ditches and stormwater X
outfalls that do not provide control for nitrogen before
discharging through the riparian buffer
• Excavation of the stmatnbed In order to bring it to the X
same elevation as the invert of a ditch
Drainage of a pond in a natural drainage way provided that X
`new riparian buffer that meets the requirements of Items
(4) and (1) is established adjacent to the new channol
Driveway crossings:
• Driveway crossings on single fancily resldeiulal ruts WaL
disturb equal to or leis than 25 linear feet or 2,500
square feet of riparian buffer
• Dtivoway arossinea on singit family residential lots that X
disturb greater than 25 linear feet or 2,500 square feet of
riparian buffer
• In a subdivlslun that ?;urnuladvely disturb equal to or X
lass than 150 linear feet or one-third of an acre of ripar-
Ian buffer
• In a subdivision that cumulatively disturb greater than X
13011near feet of one•thltd of an acre or riparian buffer
Fences provided that disturbance is tttininuzed acid ittautl- X
lation does not result in removal of forest vegetation
Forest harvesting -sae Item 01) of this Rule
Fertilizer application:
• Onetime fertilizer application to establish replanted
vegetation X
• On in fertilizer &PPlication X
Grading acid revegetadon in zone 2 only provided that X
diffuse flow and the health of existing vegetation in Zone 1
is not compromised and disturbed areas are stabilized

Green y trails X
Historic preservation X
Landfills X
Psj„ 3 aF y
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ENR - B1vvfRONME,VTAL MANAGEMENT T.15A. 02$.020 . 0
eltmporary sediment and erosion control devices:
In Zone 2 onl
rovided
h
y p
t
at the vegetation in Zone 1 is X
not compromised and that discharge is released as dif-
fuse now In accordance with Item (S)
• n on o con o 1 r C as tae w h i18r3
approved by the Division or that have received a vari. X
ance provided that sediment and erosion control for
upland area, Is addressi-A to the maximum extent praetl•
cal outside the buffer
- In•stream temporary erosion and sediment control mea- X
sores for work within a stream channel
Underground electric utility lines;
• Impacts other than perpendicular crossings in Zone 2 X
only
• Impacts other than perpendickiiRr crossings In Zone 1s
• Perpendicular crossings that disturb less than or equal to X
40 linear feet of riparian buffet'
• Perpt!ndiculw crossings that disturb greater than 40 X
linear feet of riparian buffed
vegetation management:
• Emergency fire control measures provided that topoeta- X
phy is restored
• Periodic mowing and harvesting of plant prnductc in X
Zone 2 only
• Planting vegetation to enhance the riparian buffer X
- pruning forest vegetation provided that the health and X
function of the forest vegetation is not compromised
• Removal of Individual trees which are ip danger of X
causing damage to dwellings, other structures or human
life X
• Removal or poison ivy X
• Removal of understory nuisance vegetation as defined
in;
Smith, Cherri L, 1994, Exotic Plant Guidelines, Depart-
ment of Environment and Natural Resources. Division of
Parks and Recreation. Raleigh, NC, Guideline 430
'Provided that, in Lott: 1. all of the following BMYs for under ground utltt ty 11nas err u% nd It ell n? th? gp unnud ew
not used, then the underground utility line shall require a no ptuctical alternatives evaluation by the Division.
• Woody vegetation shall be cleamd by hand. No land grubbing or Boding is allowed-
• vegetative root systems shall be left iptact to malntain the integrity of the sell. Stumps shall remain, except in the
trench, where trees are cut.
• Underground cables shall be installed by vibratory plow or tmnching.
• The trench shall be backtilled with the excavated soil material immediately following cable installation.
• No fertilizer shall be used other than a one-time application to rs-establish vegetation.
• Construction activities shall minirnite the removal of woody vegetation, the extent of the disturbed area, and the time
in which areas remain in a disturbed state.
• Active measures shall be taken after construction and during routine Maintenance to ensure diffuse flow of
stotmwater tluoueh the buffer.
• In wetlands, mats shall be utilized to minimize evil disturbance.
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RALEIGH RE010NAL
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ElIV[R0WENT AND
NATURAL RESOURCES
1529 MAIL SEWCe CENTER
RA. SIGH, NC P-74599-11528
PHYSJCAL LOCATIOAI (tjGZL A
MAILING ADDPRK22)
3800 BAR14M DRIVE, RM I-O 1
RALEIGH, NC 274509
VOICE: 9 19157 1-4700
FAX: [phone] l B

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(b) Periodic corrective action to restore diffuse flow shall be taken If necessary
of erosion gullies. iroPade the formation
(6) TABLE OF US$S. The following chart sets out the uses and their designation under this Rule as eAefipt,
allowable, allowable with mitigation, or prohibited. The requirements for each category are given In Item
(7) of this Paragraph,
EXempt Allowable Allowable Prohibited
With MitI-
Airpon IkW]Ities: Pion
• Akpon facilities that impact equal to or less than 150 X
linear feet or one-third of An acre of riparian buffer
• Airport facilities that impact greater than 150linew feet
or one-third of an acre of riparian buffer X
Archaeological activities
x
Bridges
X
Dam maintenance activities
x
DraibW ditches, roadside ditches and stormwater outfalls
through riparian buffers:
• URkting drainage ditches, roadside ditches, and stann-
water outfalls provided that they are n=" X
Mize the sediment, nutrients and other polltion that
N
cOnvey to watcrbodies
• New drainage ditches, roadside ditches and stormwater,
outfalls provided that a stormwotet . X
Is Installed to control nitrogen and attenuate flow before
s- anee di thrvu the h parian buffer
• New drainage roedsl ditches and stotmwater
000WS that do not provide control for nitrogen before x
DE thuou the g riparian
• cavadon of tbc streambed in order to bring it to the
same elevation as the invert of a ditch x
Dtainage of a pond In a natural drainage way provided that x
a new riparian buffer that meets the requirements of Items
(4) and (5) is established Maoent to the now channel
Driveway crossings:
• Driveway crossinjs on single family residential lots that x
disturb equal to of less than 25 linear feet or 2,500
square feet of dpadan buffer
• Driveway crossings on single family maidential lots that
disturb greater than 25 linear feet or 2,500 equate feet of x
riparian buffer
• In a subdivision that cumulatively disturb equal to or
10" plan 150 linear feet or one-third of an acre of ripar-
ian buffer
In a subdivision that cumulatively disturb greater titan
15p hlnear feet or one-third of an acre or riparian buffer x
Fences provided that disturbance is tnWmized and instal- X
ladon does not result in removal of forest veaetadee
NORTH CAROUNA'4UIiMIMST1UnW CODE WI&J.9
Page 40
L00 'd 81L6 iLS 616:131 ONE NN30ON 6Z:91 (nH1) 00 ,0£- 'NVW
ENR ENWRONMENTALMANAGEM NT TISAr 02H.020000
1,24,000 scale (7.5 minute) quadrangle topographic maps prepared by the United States Geologic Survey
(USGS). Riparian buffer adjacent to surface waters that do not appear on either of the maps shall not be
subject to this Rule. Riparian buffers adjacent to surface waters that appear on the maps shall be subject to
this Rule unless one of the following applies.
(a) LUMPTION WHEN AN ON-SITE DETERMINATION SHOWS THAT SURFACE WATERS
ARE NOT PRESENT. When a landowner or other affected party believes that the maps have
inaccurately depicted surface waters, he or she shall consult the Dlvlsion or the appropriate delegated
local authority. Upon request, the Division or delegated local authority shall make on-site
determinations. Any disputes over on-site determinations shall be referred to the director in writing.
A determination of the Director as to the accuracy or application of the maps is subject to review as
provided in Articles 3 and 4 of G.S.1 500. Surface waters that appear on the maps shall not be subject
to this Rule if an on-site determination shows that they fall into one of the following categories.
(1) Ditches and memnade conveyances other than modified natural streams.
(11) Maronade ponds and lakes that are located outside natural drainage ways.
(iii) Ephemeral (stormwater) streams.
(b) EXEMPTION WHEN 1DQSTWG USES ARE PRESENT AND ONGOING. This Rule shall not
apply to portions of the riparian buffer where a use is existing and ongoing according to the following:
(1) A use shall be considered existing if it was present within the riparian buffer as of July 22,
1997. Existing uses shall include, but not be limited to, agriculture, buildings, industrial
facilities, commercial areas, transportation facilities, maintained lawns, utility litres and on-site
sanitary sewage systems. Only the portion of the riparian buffer that contains the footprint of
the existing use is exempt from this Rule. Activities necessary to maintain uses are allowed
provided that no additional vegetation is removed from Zone 1. existing diffuse flow Is
maintained. and surface waters are not distutbrA Grading and revegetating Zone 2 Is allowed
provided that the health of the vegetation in Zone l is not compromised, the ground is stabilized
and existing diffuse flow Is maintained.
(ii) At the time an existing use is converted to another use, this Rule shall apply. An existing use
dWI be considered to be converted to another use If any of the following applies:
(A) Impervious surface 1s added to the riparian buffer In locations where it did not exist
previously.
(0) An agricultural operation within the riparian buffer is taken out of production.
(C) A lawn within the riparian buffer ceases to be maintained,
(4) ZONES OF THE RIPARIAN BUFFER. The protected riparian buffer shell have two zones as follows:
(a) Zone I shall consist of a vegetated area that is undisturbed except for uses provided for In Item (6) of
this Paragraph. The location of Zorn 1 shall be as follows:
(1) For intermittent and perennial streams, Zone 1 shall begin at the most landward limit of the top
of bank or the rooted herbaceous vegetation and extend landward a distance of 30 feet on all
sides of the surface water, measured horizontally on a tine perpendicular to the surface water.
(11) For ponds, lakes and reservoirs located within a natural drainage way, Zone 1 shall begin at the
most landward limit of the normal water level or the rooted herbaceous vegetation and extend
landward a distance of 30 feet, measured horizontally on a Tina perpendicular to the surface
water.
(Ili) For swfeee waters within the 20 Coastal Counties (defined in 15A NCAC 28.0202) within the
jurisdiction of the Division of Coastal Management, Zone I shall begin at the most landward
limit of the normal high water level, the normal water level, or the landward limit of coastal
wetlands as defined by the Division of Coastal Management and extend landward a distance of
30 feet, =muted horizontally on a line perpendicular to the surface water.
(b) Zone 2 shall consist of a stable, vegetated area that is undisturbed except for activities and uses
provided for in Item (6) of this Paragraph, Grading and revegetating Zone 2 is allowed provided that
the health of the vegetation in Zone 1 is not compromised. Zone 2 shall begin at the outer edge of
Zone 1 and extend landward 20 feet as measured horizontally on a line perpendicular to the surface
water. The combined width of Zones 1 and 2 shall be 50 feet on all sides of the surface water. =ttooddiffffusseeflow D
TOM o n in dispersing concentrated flow and reestablishing vegetation.--
(a) Concentrated runoff from new ditches or manmade conveyances shall be conve
before the runoff enters the riparian buffer.
Pare 39
800 'd BILb ILS 616:131
ONN NN30ON 6Z:91 (nH1)00'n-'NVW
ENR - ENVIRONMENTAL MANAGEMENT T15A. 02B.0200
* 4
(10)
(11
(ill) In grouting the variance, the public safety and welfare have been assured waterquality has beer
protected, and substantial justice has been done.
(b) MINOR VARIANCES. A minor variance request pertains to activities that ate proposed only it
impact any portion of Zone 2 of the riparian buffer. Minor variance requests shall be reviewed anc
approved based on the criteria in Sub-Item (9)(a) of this Paragraph by the either the Division or tht
delegated local authority pursuant to G.S. 153A-Ardcle 18, or G.S. 160A-Article 19, The Divislor
or the delegated local authority may attach conditions to the variance approval that support the
purpose, spirit and intent of the riparian buffer protection program. Requests for appeals of deeisim
made by the Division shall be trade to the Office of Administrative Hearings. Request for appeals
spade by the delegated local authority shall be made to the appropdateBoudofAdjustmeat underG.S
16OA-388 or O.S. 153A-345.
(c) MAJOR VARIANCES. A ms jor variance request pertains to activities that are proposed to lmpac
any portion of Zone 1 or any portion of both Zones l and 2 of the riparian buffer. If the Division of
the delegated local authority has determined that a major variance request meets the requirements it
Sub-Item (9)(a) of this Paragraph, then it shall prepare a preliminary finding and submit it to the
Commission. Preliminary findings on major variance requests shall be reviewed by the Commission
within 90 days after receipt by the Director. Requests for appeals of determinations that thv
requirements of Sub-Item (9)(a) of this Paragraph have not been met shell be made to the Office o
Administrative Hearings for determinations made by the Division or the appropriate Board o
Adjustments corder O.S. 160-388 or O.S.153A-345 for determinations trade by the delegated loco
authority, The purpose of the Commission's review Is to determine if It agrees that the requirerr=
In Sub-Item (9xa) of this Paragraph have been met. Requests for appeals of decisions made by thi
Commission shall be made to the Offlee of Administrative Hearings. The following actions shall 6
taken depending on the Commission's decision on the major variance request;
(1) Upon the Commission's approval, the Division or the delegated local authority shall issue
final decision granting the major variance.
(I1) Upon the Commission's approval with conditions or stipulations, the Division or the delegstai
local authority shall issue a final decision, which includes these conditions or stipulations.
(iii) Upon the Commission's denial, the Division or the delegated local authority shall issue a fins
decision denying the rmoor variance.
MiTIOAlMoN. Persona who wish to undertake uses designated as allowable with mitigation 'shall meet th
following requirements in order to proceed with their proposed use.
(a) Obtain a determination of "no practical alternatives" to the proposed use pursuant to Item (6) of tlti
Paragraph,
(b) Obtain approval for a mitigation proposal pursuant to 15A NCAC 2B .0242.
RF.QLgPJ34EM SPECMC TO FOREST HARV13STINO. The following requirements shall apply fc
forest harvesting operations and practices.
(a) The following measures shall apply in the entire riparian buffer.
(1) Logging decks and sawmill sites shall not be placed in the riparian buffer.
(ii) Access roads and skid trails shall be prohibited except for temporary and permanent street
crossings established in accordance with 15A NCAC 11.0203. Temporary stream crossing
shall be permanently stabilized after any site dislurbias activity Is completed.
(ill) Timber felling shall be directed away from the stream or water body.
(iv) Skidding shall be directed away froth the stream or water body and shall be done in a mann,
that minimizes soil disturbance and prevents the motion of channels or nuts.
(v) Individual trues may be treated to maintain or improve their health, form or vigor.
(vi) Harvesting of dead orinfocted trees or application of pesticides necessary to prevent or contra
extensive tree pest and disease infestation shall be allowed. These practices must be approve
by the Division of Forest Resources for a specific site. The Division of Forest Resources mu
notify, the Division of all approvals.
(vii) Removal of Individual trees that are in danger of causing damage to structures or human li
shall be allowed.
(viii) Natural regeneration of forest vegetation and planting of trees, shrubs, or ground cover plat,
to enhance the riparian buffer shall be allowed provided that soil disturbance is minimize
Plantings dWI consist primarily of native species.
(k) High intensity prescribed burgs shall not be allowed.
1111 - --.._..M ,,,,.... "Iftle on pale
600 'd 8IL6 iLS 616:131 0NN NN30ON 0£:91 A100,02-MW
PLEASE NOTE OUR NEW
MAILING ADDRESS! ! !
Wm - awn Dumm"m or
Oft o-doaPm w.+,ma.a s=m=
NEW MAILING ADDRESS:
jb? RALEMH REGIONAL
OFFICLr
DEPAwTMENT OF
EN WHOPMEW AkO
NATURAL RESOURCES
19213 MAIL SERVICE CXNTER
RALEIGH. NC 27699-1628
PHYSICAL LOCATION ("M A.
MMUMO-ADoREM)
3500 DARR[Tr DRIVt, RM 1-01
R k E30H, NC E7609
Vcmor-: 9 10/671-4700
FAX: [phone]
F
A
X
100 'd BILE ILS 616:131
TO: To d S1.1, ?, FAX: 7 3 3- 9 9 sg
FROM: Far ??e 5
suue E=- a a - ID 112. DATr 3 13a )co
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Mal` 28 00 05128p Philip Post & Rssooiates 919 499 6548 p.l
PHILIP POST & ASSOCIATES, INC.
Engineers/Planners/Surveyors
401 Providonco Road Suite 200
CHAPEL HILL, NORTH CAROLINA 27514
[phone] [phone]
ro [phone] FAX [phone]
(fin! Ed
` 3? 5•>
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Z00 'd 81LV 1LS 616:131 ONE NN30ON ££:91 ((IH1) 00 ,0£- 'Nvw
Mar 28 00 05:29p Philip Post 6 Rssooiates 918 453 6548 p.2
C
ENR - EYVIRGIVMENTAL MANAGEWNT rm. 018.0100
stormwaler through the buffer.
• In wetlands, mats shall be utilized to nuninnize soil disturbance.
Provided that poles or towers shall not be installed within 10 feet of a water body unless the Division completes a no
practical alternatives evaluation.
ponds in natural drainage ways:
• New ponds provided that a riparian buffer that meets the Y.
requirements of Items (4) and (5) is established adjacent
to the pond
• New ponds where a riparian buffer that meets the re- X
quiremenU of Items (4) and (5) 1.4 NOT estahiiithed
adjacent to the pond
Protection of e:cisting structures and facilities when this X
requires additional disturbance of the riparian buffer or the
stream channel
Railroad crossings;
• Railroad crossings that impact equal to or less thart ISO X
linear feet or one-third of an acre of riparian buffer
• Railroad crossings that impact greater thin 150 linear X
feet or one-third of an acre of riper* buffer
Removal of previous fill or debris provided that diffuse X
flow is moLitttalned and my vegetation removed is restored
Kcal o s ngs: ?
? Road crossings that impact equal to or lies than 130 X
linear feet or one.,third Rf an cm of '
• Road crossings that Impact greater than 150 linear feet 7C
or one-third of an acre of riparian buffer
SQienltfle studies and stream gauging X
Stormwater management ponds:
• New stormwater management ponds provided that a X
riparian buffer that meets the requirements of Items (4)
and (5) Is established adjacent to the pond
• New stormw+lter management ponds where a riparian X
buffer that meets the requirements of Items (4) and (5) is
NOT established adjacent to the pond
Stream restoration X
Streambank stabilization X
Temporary roads:
• Temporwy roads that disturb less than or equal to 2.500 X
squat feet provided that vegetation 13 restored wittdn
six months
X
• Temporary roads that disturb greater than 1,500 square
feet provided that vegetation is restored within six
months
4 Ziff
Ho 'd 8iL6 iLS 616:131 ONN NOUN n:qi (f1woo m- mw
Mar 28 00 05:29p Philip Post d Associates SIB 493 6548 p-3
ENR - ENVIRONMENTAL MANAGEMENT T15A; 02,0.0,100
Dam maintenance activities X
Drainage ditches, roadside ditches and storrnwmer outfalls
through nparian buffers;
• Existing drainage ditches, roadside ditches, and storm- X
water outfalls provided that they are mainagcd to mini-
rnite the sediment, nutrients and other pollution that
convey to waterbodies
- New drainage ditches, romislde wicnes and stormwater X
outfalls provided that a atormwater management facility
is installed to control nitrogen and attenuatc flow before
We uunvcyance discharges through the npartan buffer
• New drainage ditches, roadside ditches and stormwater X
outfalls that do not provide control for nitrogen before
discharging through the riparian buffer
• EAcavatlon of the streatnbed in order to bring it to the X
same elevation as the inven of it ditch
Drainage of a ponO in a natural drainage way provided that X
a now nparian buffer that meets the requirements of Items
(4) and (5) is established adjacent to the new channel
Driveway crossings: ,
• Driveway crossings on single family residential lots that X
disturb equal to or less than 25 linear feet or 2,500
square feet of riparian buffer
• Driveway 00331g6s vo single family residential lots that X
disturb greater than 25 linear feet or 2,500 square feet of
ripwitin buffer
• In it aubdivisiaat that cumulatively disturb equal to or X
lass than 150 linear feet or one-third of an sate of ripar-
ian buffer
- In a aubdivisinn that cumulauvely disturb greater than X
150 linear feet or one-third of an acct; or riparian buffer
Fences provided thnt disturbance is tlunimized.ud iusual- X
ration does not result in removal of forest vegetation
Forest harvesting • see Item (11) of this Rule
Fertilizer application
- One-time fcnilizer application to establish replanted
vegetation X
• On in fertilizer avol X
and vegetadon In Zone Z only provided that
Gmding X
;
diffuse flnd the health of existing vegetation in Zone I
is not comised and disturbed areal are stabilized
GreenwaIs X
Historic prescrvauon X
Landfills X
p?' i aFy
too 'd BILb ILS 616:131 ONE MN30ON b£:91 (nH1)00 ,0£- 'NdW
Mar 20 oo 05229p Philip Post L Associates .519 493 5549 p.4
ENR - ENVIROMVENT'AL MANAGEMENT T.JSA: 024.0200
ernperary sedlmam and erosion control devices:
• In Zone z only provided that the vegetation in Zone 14 X
not compromised and that discharge is released as dif-
fuse flow In accordance with Item S)
• in one MCI 4 to Control imp c o Uancta e w e 114nc X
approved by the Division or that have received a vari-
ance provided that sediment and erosion control for
upland areas i% addressed to the maximum extent practi-
cal outside the buffer
• In-stream temporary erosion and sediment control mea- X
stints for work within a su'eatn channel
Underground electric utility lines:
• Impacts other than perpendicular crossings in Zone 2 X
only
• Impacts other than Perpendicular crossings In Zone 1t X
• Perpendicular crossings that disturb less than or equal to X
40 linear feet of ripanan buffer'
• perpendicular crossings that disturb greater than 40 X
linear feet of riparian buffer'
VeSctation manaperttertt:
• Emergency fire control measures provided that topogra- X
phy is restored
• Periodic mowing and harvesting of atone prnduets in X
Zone 2 only'
• Planting vegetation to enhance the riparian buffer X
• Pruning forest vagatatinn provided that the health and X
function of the fotvst vegetation is not compromised
• Removal of individual trees which are in danger of X
causing damage, to dwellings, other structures or human
life X
• Removal ar poison Ivy X
• Removal of undetstory nuisance vegetation as defined
in:
Smith, Cherri L. 1998, Exodc Plant Guidelines. Depart-
ment of Environrodni and Natural Resouroes. Division of
Parks and Recreation Raleigh, NC. Guideline 030
r Provided that, in Zone 1, all of the following l3MNs for underground utility lines are used. ll all of these ntvtrS are
not used, then the underground utility line 6hall require a no practical alternatives evaluation by the Division.
• Woody vegetation shall be cleared by hand. No land `rubbing or grading is allowed.
• Vegetative root systems shall be left intact to maintain the integrity of the soil. Stuttips shall remain, except in the
trench, where trees are cut,
• Underground cables shall be installed by vibratory plow or trenching,
• The trench shall be backfilled with the excavated soil material immediately following cable installation
• No fertilizer shall be used other than a one-time application to ra-establish vegetation.
• Construction activities shall minimize the removal of woody vegetation the extent of the disturbed area, and the dme
in which areas remain In a disturbed stAt.
• Active mewures shall be token after construction and doting routine rnaintenance to ens6iro diffuse (low of
stormwater through the buffer.
• 1n wetlands, mats shall be µtilized t4 minimize soil disturbance.
y a/ y
900 'd
81LV ILS 616:191 ONE SN30ON 62:9I MH,L) 00 ,H- ,HW
PLEASE NOTE OUR NEW
MAILING ADDRESS! ! !
NCDENR
Nv.?N c..?euw D.wuernorr a.
cnvu.?.?r.?.o N?haULRtlouRes6
NEW MAILING ADDRESS:
RALF-iom REGIONAL
OrrICE
DEPARTMr-Wr OE
rr, ExvLROMM'ENT ARID
NATURAL RESOURCES
1 628 MAIL SEMICE CENTER
RALraGH, NC 27®99- 115215
PHYSICAL LOCATION (DIET A
MAIUNG ADDRISM)
3500 BARFRmrr DRIvE, RM 1 01
RALEtoR, NC 271506
VOICE: 9 19157 1-A700
FAX_ 919/571-47115

900 'd BILE iLS 616:131
7o: 7'w "?..s+ FAX: 919145S- 54%
FROM: $rA4-h 'ia,arr,.LS
SUBJECT: Rol i day rn.i 'E1 eag3 DATE_ "Z'a Co
A?>r No?p. ???
MESSACK-
-ei dLtja 'in -mss 'VU ate- 3 named
? tt 9 der,cA.rM?>ti 4t ltyo S.PrCO dt..l
,
}o bt (eca 4A ti ?-? z?r?e 7- a _4-4
L.l•ti? I 4k& 14&vt1 ?rea,?e.r ?s Ter+,ove4
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d

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(b) Periodic corrective action to restore diffuse flow shall be taken If necessary to Impale the formation
of erosion gullies.
(6) TABLE OF USES. The following chart sets out the uses and their designation under this Rule as exempt,
allowable, allowable with mitigation, or prohibited. The requirements for each category are given In Item
(7) of this paragraph.
Exempt Allowable I Allowable I Prohibited
With Nti-
gatlon
Airport facilities:
• Airport facilities that impact equal to or less than 150 X
linear feet or one-third of an acts of riparian buffer
• Airport facilities that impact greater than 150 linen feet X
or one-third of an acre of riparian buffer
Archaeological activities
Bridges
X
X
Dam maintenance activities I X
Drainage ditches, roadside ditches and stormwater outfalls
through riparian buffers:
• Existing drainage ditches, roadside ditches, and storm- X
water outtblis provided that they are managed to rnini-
mite the sediment, nutrients and other pollution that
convey to waterbodies
• New drainage ditches, roadside ditches and stormwater X
outfalls provided that a stormwatar management facility
Is inatelled to control nitrogen and attenuate flow before
ance dischar throu h the ri ari uffer
• New drainage ditches, roadside ditches stormwats:r X
outfalis that do not provide control for nitrogen before
?r
• =c&varion of the streambed in order to bring it to the X
same elevation as the Invert of a ditch
Drainage of a pond in a natural drainage way provided that X
a new riparian buffer that meets the requirements of hems
(4) and (5) is established 4mcat to the new channel
Driveway croasings:
• Driveway crossings on single family residential lots that X
d aturb equal to or less than 25 ]JAW feet or 2,500
square feet of riparian buffer
• Driveway crossings on single family residential Iota that X
disturb greater than 251inear feet or 2,500 square feet of
riparian buffer
• In a subdivision that cumulatively disturb equal to or X
Ion than 150 Ilnew feet or one-third of an acre of riper-
ion buffer
• In a subdivision that cumulatively disturb greater than X
15011swer feet or one-third of an acre or riparian buffer
I Fences provided that dlswrbance is mitdrnixed and instal-
lation does not result In removal of forest vegetation
NORTH CAROLINA ADMINISTRATIVE CODE 06?ZW9 Page 40
L00 'd 81L6 1LS 616:191 ONE NN30ON 62:91 (nH1) 00 ,0£- 'NNW
- _ - ?? w wAAA
htc maps prepared by the United States Geologic survey
1:24,000 scale (7.3 minute) a e nagle dace waP 'stets that do not appeal on either of the s shall not be
(USGS). Riparian buffers adj ecnl to surface the maps shall be subject to
subjee't io this Mule. Riparian buffets adjacent to surface waters that appear on
this Rule unless one of the following applies.
ON WHEN AN ON-SITE D13MMINATION SHOWS WHAT SURFACE WATERS
(a) I M i
ARE NOT PRESENT, When a landowner or other affected party believes that the >t>pegat end
theh Divia on or delegated Division or the appropriate del
authority shall snake on-site
inaccurately depicted request, surface
decal authority. . Upon pon disputes
determinations. Any disputes over on-alto determinations shall be rofetred totheDirector i ? review as
A determination of the Director as to the accuracy or application of the maps subject to
provided in Articles 3 and 4 of G.S.150$. Surface waters that appear
of the itaml s sh g c ?t be subject
to this Rule if an on-site determination shows that they
(i) Ditches and manmade conveyances other than modified natural streams.
(ii) Manmade ponds and lakes that ate located outside natural drainage ways.
(;h) Ephemeral (stormwater) streams.
(b) P19.ON WHEN EXISTING USES ARE PRESENT AND ONGOING. This Rule shat not
apply to portions of the tiparian buffer whets a use is existing and ongoing according to the following:
(1) A use shall be considered existing if it was present within the riparian buffer as of July 22,
industrial
1997. Existing uses shall include, but riot ?idlitalted ? ?n°d?lalwns.utllitylibuildings,
nes?on'aita
facilities, commercial areas, transpo of
sanitary sewage systems. Only the portion of the riparian buffer that contains the footprint
the existing use is exempt from this Rule. Activities necessary to maintain uses am allowed
provided that no additiontl vegetation is removed from Zone 1, existing diffuse flow is
maintained, t sort ge in Zone l is no compromised ?? groat d i stabilized
provided d that the stealth of the vvegetation and existing diffuse flow is maintained. existing uce
following apply. An
(ii) At the time an existing rtes is converted to another if any dtig of the Ruled"
applies:
shall be considered to be converted to another use (A) lmpic"lous surface is added to the riparian buffer in locations where it did not exist
previously. is token out of production-
(C) An agricultural operation within the ripen buffer
(C) A lawn within the riparian buffer ceases to be maintained.
shall have two zones as follows:
ZONES OF THE RIPARIAN BUFFER. Tlta protected riparian buffer
(q) in Item (6) of
(a) Zone I shall consist of a vegetated area that is undisturbedexcetx for aces provided for
this Paragraph. The location of Zone I shall be as follows:
(i) For i the and perennial streams, Zone 1 shall begin at the most landward limit of the top
of bank Nc or or the rooted herbaceous vegetation and extend landward distancs surface water.
sides of the surface water, measured horizontally oral drainage way. Zone 1 shall begin at the
(ii) For ponds, daless and reservoirs located within a rs vegetation and extend
lint pt:rpt:ndieular to the surface
most landward di limit o[ 0 feet, measured horizontally on ed a herbaceous
landward within the
water. 5A NCAC
213. (iii) For surface waters within the 20 Coastal Counties ode usil (toil begin at the moat l ithin On
jurisdiction of the Division of Coastal Managat
limit of the normal high water level, the normal water level. or the landward limit of coastal
,vision of Coastal Management and extend landward a distance of
wetlands as defined by the D'
30 feel. measured horizontally on a line perpendicular to the surface water. Kea that is undisturbed except for activities lam fat
(b) Zone 2 shall consist of s stable, veeett?tcding and revegettaing Zone 2 is allowed prov uses
provided for in item (6) of this Paregrsp mised Zoos 2 shall basin at the outer edge of
Zone the health 1 health of the vegetation in Zone l is not ?rolwtizontally on a line perpendicular to the surface
sod extend landward 20 feet as measurod Ada of water. The combined width of Zones 1 and 2 shall be 50 feat o?nW ; the surface water.
D se
concentrated flow and reestablishing vegetation.
dispersing from new ditches of manmade conveyances shall be converted to diffuse flow
(a) Concentrated runt><f
befam the runoff enters the riparian buffer.
800'd 810 iLS 616:131
ONE SN900N

page"
92:91 (1H1) 00 'H- 'NVW
(iii) In granting the variance, the public safety and welfare have been assured water quality hasbecn
protected, and substantial justice has been done. ed oN to
(b) MVoR VARIANCES. A minor variance request pertains to activities that are propos y
impact any portion of Zone 2 of the riparian buffer. Minor variance brequests shall pm lieweodt the
approved based on the criteria in Sub-Item (9)(a) of this Paragraph Y the either
the delegated local authority pursuant to d.S 153A-Article 18, or GA.160A-Artiicle 19. The Division
or the delegated local authority may attach conditions to the variance approval that support the
purpose, spirit and intent of the riparian buffer protection program. Requests for appeals of decisions
made by the Division shall be made to the Office of Administrative Hearings. Request or appeals
made by the delegated local authority shall be made to the appropriate Board
16OA-388 or G.S. 133A-345.
(c) hWOR VARIANCES. A major variance request pertains to activities that we p? asad to imDivision act
ct
any portion of Zone I or any portion of both Zones 1 and 2 of the riparian buffer. the delegated local authority has determined that a major variance n e quy st meah the a uiti it /outlie
Sub-Item (9)(a) of this Paragraph, then it shall prepare a Pas finding
and Commission. Preliminary findings on major variance requests shall be reviewed by the Commission
within 90 days after receipt by the Director. Requests for appeals of determinations that the
requirements of Sub-Item (9)(a) of this Paragraph have not been suet shall be made to the Office of
Administrative Hearings for determinations made by the Division or the appropriate Hoard of
Adjustments under G.S.160-388 or G.S.153A 345 for determinations made by the delegated local
authority. The purpose of the Commission's review is to determine if itagree tthattthe t ?e menu
In Sub-Item (9)(a) of this paragraph have been suet. Requests for apps of
Commission shall be made to the Office of Administrative Hearings. The following actions shall be
talceu depending on the Commission's decision Divis on or the deleg ted local authority shall issue a
(i) Upon the Commission's approval, th
final decision granting the major variance.
(ii) Upon the Commission's Approval with conditions or stipulations, the Division or rho delegated
local authority shall issue a final decision, which includes these conditions or stipulations.
(ill) Upon the Commission's denial, the Division or the delegated local authority shall Issue a final
decision denying the major variance.
(10) wMoA110N. Persons who wish to undertake uses dc¦ignated as allowable with mitigation shall meet the
following requirements in order to proceed with their proposed use.
(a) Obtain a determination of "no practical alternatives" to the proposed use pursuant to Item (8) of this
Paragraph.
(b) Obtain approval for a mitigation proposal pursuant to ISA NCAC 2B.0242.
SPECIFIC TO FOREST HARVMS7Ma• The following requirements shrill apply fa
(l1) R13QU?
forest harvesting operations and practices.
(a) The following measures shall apply in the entire riparian buffer.
(I) Logging decks and sawmill sitar shall not be placed in the riparian buff permanent stress
(ii) Access roads and skid trails shall be prohibited except for temporary
crossingpj established
stabilized afters any site disturbing activity s co?leled?n amvatinp
shall be permaaer?tiy stabilized (Ili) Timber felling( shalt be directed away from the stream or water body.
shall done in s rrtanni
(Iv) Skidding shell be directed away from the stream or water body and that minimizes soil disturbance amid prevemmb the creation of channels of ruts,
(v) Individual trees may be treated to maintain or Improve their health, form or vigor.
(vi) Harvesting of dead or infected trees or application of peaticides necessary to prevent or coutr
extensive tree pest and disease infestation shall be allowed. These practices must be appraw
by the Division of Forest Resources for a specific site. The Division of Forest Resources nit
notify the Division of all approvals.
(vii) Removal of individual trees that an in danger of cawing damage to structures or bumut 1:
shall be allowed. ground cover Is
(viii) Natacal regatefipar of >buf fer ? be allowe pd prrovg ided nes,nushrubs, or
disturbance is tniNtNz-
to enharmcc the ripari n
notative species,
plantings shall consisburm shall y of of native
allowed,
(ix) wsh intensity prescribed
Page
600 'd 810 ICS 616:131 OMN NN30ON S£:91 (f R) 00 ,0£- MW
PHILIP
POST
V
ASSOCIATES
00 12
53806A07.LTA.012800.K
January 28, 2000
#53806A
Attn: Todd Tugwell
Raleigh Regulatory Field Office- USACOE
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
Attn: John Dorney
NC Division of Water Quality
'`FR
4401 Reedy Creek Road / J
Ralei h NC 27607
x
y
g?
vna
Dear Sirs: SFC?,??y
The purpose of this submission is to provide notification of intent to u ationwide Permit 14
Road Crossings for the construction of the extension of Marco Drive, a Town of Apex public
street. Marco Drive is an existing public street running east from E. Williams Street (NC 55)
about 0.25 mile north of the NC 55/US 1 interchange. Marco Drive is proposed to be extended
across an unnamed tributary at the headwaters of Middle Creek, Swift Creek Basin, Neuse River.
The proposed impact to the channel and Neuse River Riparian Buffer is 65 linear feet and 0.018
acres of stream channel. The disturbance is for a 90° road crossing. Construction of the road will
comply with all provisions of NW 14. The stream channel is in the Neuse River basin and is not
believed to contain significant aquatic function. It has not been reviewed by USACE.
No impact will occur to the stream or riparian buffers other than at the proposed road crossing.
The applicant believes no mitigation is required. The road crossing impacts are less than 150 feet
and one acre.
Included with this application are:
1. Pre-Construction Notification Application
2. USGS Site Vicinity Map (1"=2000')
3. Construction Plans (Sheets C 1 to C6)
Please call the undersigned if there is any question or need for further information. Voice mail is
919-929-1173 extension 126.
ENGINEERS
PLANNERS
SURVEYORS
e- Sincerely,_
4eq 41
Philip N. Post, E.
401 Providence Road
RO. Box 2134 Attach: Application, USGS Map, C1-C6- Construction Plans
P.O
Chapel Hill, NC 27514-2134
[phone]
[phone]
[phone] FAX
DWQ ID: CORPS ACTION ID:
NATIONWIDE PERIMIT REQUESTED (PROVIDE NATIONWIDE PERMIT 0
PRE-CONSTRUCTION NOTIFICATION AFTLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF E:GNEERS
2) APPLICATION FOR SECTION 401 CERTIFC ATION ' < .
3) COORDINATION WITH THE NC DIVISION OF COAST?L'5 AGE 'IIEI?I'T
F?,
SEND THE ORIGNAL AND (1) COPY OF THIS COMPLETED FORM TO TI PROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES S?. SEVEN
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER
OUALITY. ATTN:.JOfrq DORNEY. 4401 REEDY CREEK ROAD.
RALEIGH. NC 27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: APo hbSPj 7*Lu jy '64ogP L- -c
2. MAILING ADDRESS: IDS' CA+CSNbw i-Aic
/? C . ?T? NAME 1'?DNO/iy T?/?I ?*?/,?f
CITY: l?l?iX STATE: dr- ZIP CODE: Z7SD7--
PROJECT LOCATION ADDRESS. INCLUDING SUBDIVISION NAME (IF DIFFEEREINT FROM
MAILING ADDRESS ABOVE): 100 MAQCO Dame
APr.?o n1 ? ,
3. TELEPHONE NUMBER: (HOME) 9il - 343 - 2003- (WORK) f/ I ' 3b3 •,200 i.
MA'c 9q'- 363- zoll-
4. IF APPLICABLE: AGENT'S NA!YfE OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NU1&fBER:
LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Y? - NEAREST TOWN: APriX
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ECT.)
Skw f?c?ls o?? MA 4w 02i re. W tQ4+ ? or,= Mc. rs, Ado?r
?40 f0w 4044* jr- 7M 10rtAdk4jas 1) r- Nc s-r' AOo
l s, l /? -pic Tz)w a of ArEje,
V#JAAMRo TW+ r°"'y A-r rW-,40#4At *4 IF
6. IMPACTED OR NEAREST STRE.4?WRIVER: H i PotA C"44if,
RIVER BASIN: DWI Fr C?drC. tj V,
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER -
SUPPLY (WS-I OR WS-In? YES ( ) NO ( X ) IF YES, EXPLAIIN1:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF E:`lVIROMENTAL CONCERN (AEC)? YES ( ) NO (X )
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?
kVA
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO Q)() IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES ( ) NO (X) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: z• ZZ(o
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.08 Ai..
10a. NUIiBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: V/ L-KCAVATION:
FLOODING: OTHER :
DRAINAGE : POUSLt POX Cd"VeAf- TOTAL ACRES TO BE IMPACTED: d. D/8 ke-
6.C L f Wer ? S' xi y'
10b. (1) STREAIVi CHANNEL TO BE II IPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 657 FT AFTER: 6 FT
WIDTH BEFORE (based on normal high water contours): 9 FT
i
AVERAGE DEPTH BEFORE: .2 FT AFTER: 0.2- -FT
(2) STREAM CHANNF-1- ItitPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACE1MNT OFb IN CHANNEL: V
CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING:
OTHER: &P W A"i Arco le(P t*y b"4 W D I tz4+-
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? O/A
POND SURFACE AREA? dj^
WHAT IS THE EXPECTED
12. DISCITPTTON OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIP1fENI' TO BE USED? (ATTACH PLANS; 31/2 BY 11 DRAWINGS ONLY)
s o"% C-1 fv c - & A1-mrvi+,i
G44cr"Cr 000&e- 5"Xi i x 65 c.F &4mc. Bo)( cdjJt...r ;j 6/+*p &je-.
fi w f?R. S ro4er .LOAD?n'?-; ?I l? PV d? 1?4(,Hi-- O F • LW?,
13. PURPOSE OF PROPOSED WORK bY- T V0 A- Toiq-4 or AoiaO Aoq e-
NA-RCO Doi it AAo &,Lo A- 38 34o SF - 4 Sya ?P?sss
fill T .
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) .
?94p06eo fJ64r- s PXW5;0A /NA?cca ORAV61 690 sJ t WMU'PW
Prr q o' ks /taQV1A;r.0 Ay TV08A Or, Nw.
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: 1a PA-o G A4s s
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.=E-CTED BY THE PROPOSED PROJECT. DATE CONTACTED
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO (X) (IF NO, GO TO 16) _
a. IF YES. DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL
DOCUMENT PURUAINT 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 DOCUMENNTATIONFROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA EN MONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGG=, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
18. THE FOLLOWING ITEM, S 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, AltiD
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 INTACTED
BYPRODUCT.
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?
154s'r- YkAytr Wboowivio ' poar* . YAcA?Jr WoaOo.1c
SAO* - YA<AJ h)oooL4W O : ytr,.?T - Pj jr 1- tJjj Mir ro o o /4J0
Oot4 n- 16AP Por f+oo OirpwAm m .
f. IF APPLICABLE. WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? i 'ri J
F1ud44 PM, (T &dd h- lNg x) 494it7 SFwJtA-
Wrn'u? TxAda+iss
9'K 502C M' Qlt0f r,!-y A+4o i s Ex'is rit G-
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER. IF APPLICABLE.
NOTE: WTI-ANDS 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 PROGRAM.
OWNER'S/AGENT'S SIGNATURE
/ L L//?o 9
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LE'TT'ER FROM
THE OWNER IS PROVIDED).
PHILIP
POST
?r
ASSOCIATES
ENGINEERS To NCDENR- DWQ
PLANNERS 3800 Barrett Drive Room 101
SURVEYORS Raleigh, NC 27609
Attention Beth Barnes
TRANSMITTAL FORM
Date 3-24-00
Job number 53806A
Job name Holiday Inn Apex
We are sending ? Attached ? Under separate cover via Federal Express Priority
Copies Date Sheet no. Description
3 C-2 Revised Grading & Drainage Plan
Remarks For your approval.
NV
401 Providence Road
Chapel Hill, NC 27514
[phone]
[phone]
[phone]
FAX [phone]
822 North Elm Street
Greenboro, NC 27401
[phone]
FAX [phone]
Signed P?"n Philip N. Post, P. E.
Copy to

MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Holiday Inn c/o Apex Hospitality Group
Project Number 00 0112
Recvd From APP
Received Date 2/11/00
Recvd By Region 3/3/2000
Project Type road crossing
County Wake
County2
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 O Y ON I - 27-43-(5.5) WSIII NSW 30,402. 0.02 F- 1-
F -F NBR F-OY ON (-?????? I I -
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y O N Did you request more info? O Y O N
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue O Issue/fond # Deny
Provided by Region: Latitude (ddmmss) 354304 Longitude (ddmmss) 785025
Comments:
tHE ROAD CROSSING IS OK BECAUSE IT IS CINDER 150 FEET AND IS ONLY BUFFER IMPACT.
THERE ARE SEVERAL AREAS OF ESNCROACHMENT INTO THE BUFFER ZONE WITH
CONCRETE, PAVEMENT, AND D IMPSTERS AND NO MENTION OF STORMWATER
TREATMENT;L EVFL SPREADER IS WITHIN ZONE 2
cc: Regional Office
Central Office Page Number 1
&. PLEASE NOTE OUR NEW
J ?--^-- RIP MAILING ADDRESS!!
!
NCDENR TO: M ?G-Ie? FAX: 3G 3 - 20 ( 2
NoR" CAW)U" Der*ATma T or
EHvwtoNmew AND NAatwAL- ResouRCES
FROM: ?arne-s
SUBJECT: Kol dwy_IN?/?ptx DATE_ 3l?(•i00
NEW MAILING ADDRESS:
RALEIGH REGIONAL
OFFICE MESSAQE:
DEPARTMI=NT OF
rr, ENVIRONMENT AND No 5? r" r, 4-kA 1^C 5 W, h rJ o 1 A
NATURAL RESOURCES
1 626 MAIL SERVICE CENTER QdA(GCO.,+ ?z> T?'?e eAM .
RALEIGH, NC 2-7699-1 626
** `# C- 2 0 YaI w plc++t s
Z? 5-?or w? 1nrt? ar S ?'t low
PHYSICAL LOCATION (lam A 0.11 MAI S+ be e..ef
MAILING ADDRESS) f 1
3800 BARRETT DRIVE, RM 10 1 lu?ort ?'^*w? h q -k Kt 6,4,
RALEIGH, NC 27609
VolcE: 9 19/57 1-4700
FAX: [phone]p? r?
A
1
Ap'y SF
JIG
\? 10'
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•RIPRAP-LINED o /
DITCH: STD- 868.0
F 01 I
(CMsTRUCT
I THIS PHASE) I v
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RIPRAP VELOCIT I s a
CONTRO: 12'x
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PHILIP
POST
47
TRANS
MI k'
ASSOCIATES
ENGINEERS To NC Division of Water Qualit ` ' Date 1-28-00
PLANNERS 4401 Reedy Creek Road
SURVEYORS Raleigh, NC 27607 Jlo number 53806A
Attention John Dorney Job name Holiday Inn Apex
Remarks
401 Providence Road
Chapel Hill, NC 27514
[phone]
[phone]
[phone]
FAX [phone]
822 North Elm Street
Greenboro, NC 27401
[phone]
FAX [phone]
We are sending ? Attached ? Under separate cover via Hand delivered JA
Copies Date Sheet no. Description
7 Cover Letter & Pre-Construction
Notification Application
1-6 of 6 Site Plans
For your approval.
4..
Signed Pa<3,t
Philip N. Post, P.
Copy to
Feb 14 00 12:50p Philip Post 6 Associates 919 493 6548 p.l
• ?.=TARUN PATEL = --?_-- --?-. _ .-•_._--x,?,_., ?
--ILA H PATEL =-`-"-'` -'"
103 CARSWE'LL LN PN 9/o-W&200
APEX. NC 27504 _-
1
Ary To The
o ° Dnllars ®'?^
MW" 77.
?'!dMa?'eul? N.? ?
• r
memo rx
x:053 107"3i; L500 135990114 2201
r ._
LAV>'Si??16. f'lec, s 733 - 99) /.z : ?) ?.'",. C\2/
Win' ????? ?os,r - .?
/00 70 emu.
-(IVL r
a --?
Pte- ,?,t ., /-n? /,, , 5(`3
r
-?- Hu
l eve

PA?) 413 -- z ,?,on
f -14-v) 415-6sys

•s
r
? ?X?-
TRANSMITTAL FORM
PHILIP
POST
C- f?t??.iVEU
CT
ASSOCIATES ?.
1.
ENGINEERS To NC Division of Water Qualityf . Date 2-10-00
PLANNERS 4401 Reedy Creek Road ?'` MFR
SURVEYORS Raleigh, NC 27607 r
Job number 53806A
Attention Laverne Job name Holiday Inn Apex 6%r,
We are sending ? Attached ? Under separate cover via Federal Express
Copies Date Sheet no. Description
1 Check for $200.00
1
Remarks Thanks for your help. Will send flowers.
401 Providence Road
Chapel Hill, NC 27514
[phone]
[phone] P i
[phone]
FAX [phone] Signed
Phil Post, P. E.
822 North Elm Street Copy to -?
Greenboro, NC 27401
[phone]
FAX [phone]
PHILIP
POST
V
ASSOCIATES
j)00112
Attn: Todd Tugwell
Raleigh Regulatory Field Office- USACOE
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
yry Attn: John Dorney
NC Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
January 28, 2000
?03806A
fit[ ?j i L_
?R4
33806A07.LTA.012800. K
Dear Sirs:
The purpose of this submission is to provide notification of intent to use Nationwide Permit 14-
Road Crossings for the construction of the extension of Marco Drive, a Town of Apex public
street. Marco Drive is an existing public street running east from E. Williams Street (NC 55)
about 0.25 mile north of the NC 55/US 1 interchange. Marco Drive is proposed to be extended
across an unnamed tributary at the headwaters of Middle Creek, Swift Creek Basin, Neuse River.
The proposed impact to the channel and Neuse River Riparian Buffer is 65 linear feet and 0.018
acres of stream channel. The disturbance is for a 90° road crossing. Construction of the road will
comply with all provisions of NW 14. The stream channel is in the Neuse River basin and is not
believed to contain significant aquatic function. It has not been reviewed by USACE.
No impact will occur to the stream or riparian buffers other than at the proposed road crossing.
The applicant believes no mitigation is required. The road crossing impacts are less than 150 feet
and one acre.
Included with this application are:
1. Pre-Construction Notification Application
2. USGS Site Vicinity Map (1"-2000')
3. Construction Plans (Sheets C 1 to C6)
Please call the undersigned if there is any question or need for further information. Voice mail is
919-929-1173 extension 126.
ENGINEERS
PLANNERS
SURVEYORS
Sincerely,
Philip N. Post, . E.
401 Providence Road
RO. Box 2134 Attach: Application, USGS Map, C 1-C6- Construction Plans
P.O
Chapel Hill, NC 27514-2134
[phone]
[phone]
[phone] FAX

DWQ ID: CORPS ACTION ID:
NATIONWIDE PER?tiIIT REQUESTED (PROVIDE NATIONWIDE PERMIT r)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
O
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFCATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEiMtN T
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE iFIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET).
(7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER c9w ,
OUALITY. ATTN: JOHN DORNEY. 4401 REEDY CREEK ROAD.
RALEIGH. NC 27607. PLEASE PRINT OR TYPE.
1. OWE rER'S NAME: JV 6( 1405A 7*u 1y 64tJP _
2. MAILING ADDRESS: IDS' Lw"", LIiE
/4 . ?LoT?-ur NAME 1'f ON0/?y T?IrJ ?/mss
CITY: A-&ie STATE: we ZIP CODE: 27SDz
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): 100 HAacD Dame
AP?.?o nJ c .
3. TELEPHONE NUMBER: (HOME) 9(l - 34 - 1007- (WORK) Q/ 9 - 3x63 - 200 z
?A}G q/9,- 363- zoly
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL. ADDRESS,
PHONE NUMBER:
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: WA,cE - NEAREST TOWN: A?6x
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, L4,YDMARKS, ECT.)
m krylls i of MAW 04;& W f- 'u s 0rr- N G t:' Wi
740 IJotu* dH 7?t IrirniKoNiaa a F NG sr hoo-
US,1 /? -pw- Tz)w i of AT E)e
6. IMPACTED OR NEAREST STREAIWRIVER: N OO VE A*4j
RIVER BASIN: DWI w CAt4v- nl "6. 11? Vtti
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-In? YES ( ) NO ( X ) IF YES, EXPLAJN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGE.NfENT AREA OF E:`1VIROMENTAL CONCERN (AEC)? YES ( ) NO (x )
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?
x,111
8a. HAVE.AINY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ( ) NO (>() IF YES, PROVIDE ACTION I.D. NUNMER OF PREVIOUS
PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PER.MI T REQUESTS EXPECTED FOR THIS PROPERTY IN THE
FUTURE? YES( ) NO (X) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTU vIATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Z. 22.4
9b. ESTLvfATED TOTAL NUMi BER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.00 AV..
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING. Y MCCAVATION:
FLOODING: OTHER :
DRAINAGE : DOU6't box e-fig-Vem' TOTAL ACRES TO BE IMPACTED: O. 016 AL
bs L f coop . . S7, Yo 36.1
10b. (1) STREAM CHANNEL TO BE IM PA=D BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION:
LENGTH BEFORE: 6 FT AFTER: 6 1=I`
WIDTH BEFORE (based on normal high water contours): 8 FT
AVERAGE DEPTH BEFORE: .2 FT AFTER: 0.2- FT
(2) STREAM CHANNEL LW-ACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
&0* CtJ&dr#'r
OPEN CHANNEL RELOCATION: _ PLACEDMVT OF R "IN CHANNEL:
CHANNEL EXCAVATION: COONSTRUCTTON OF A DAMIFLOODING.
OTHER: - 1D NlAM? My Of t#O P"4W D, M,&
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? P/A WHAT IS THE EXPECTED
POND SUUACE AREA? 9I^
12. DISCITPTTON OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL.
EQUIPMENT TO BE USED? (ATTACH PLANS; 3112 BY 11 DRAWINGS ONLY)
-Soto% C-1 fv C_& A1titl wtg)
- G44C7740r D d&us 5"Xiz x 6S (,F- Q,aae-. Bob cdjygA4- ij 0+ptpWCL.
ftw -60L 5 ro.4rt- 4APvMv. iA A Pd 6L-:e_ j2j(?rW_ OF •
r
13. PURPOSE OF PROPOSED WORK &9TUO A- TUnld of Mow 101014"4 iJG

,I* SP - 4 SMIA
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS ( INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
PUP0446 fj$4c
rt
14 "1110+
AT qo' 'n At'0014=0 by Tv0A of Afw.
IS. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY
LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR
CRITICAL. HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED: __ IA fA-0 6 A*$ 5
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
)A ?M6A&S .
17. DOES THE PROJECT a4-VOLVE AN L•XPEYDITURE OF PUBLIC FUNDS OT THE USE OF
PUBLIC (STATE) LAND? YES ( ) NO (X) (IF NO, GO TO 16) _
a. IF YES. DOES THE PROJECT REQUIRE PREPERAT70N OF AN ENVIRONMENTAL
DOCUMENT PURU.ANT TO THE REQUIRF-N=S OF THE NORTH CAROLINA
ENVIRONMENTAL POLICY ACT? YES( ) NO( )
b. IF YES, HAS THE DOCLI)MENT BEEN REFIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( )
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMEN'TATIONFROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO MS. CHRYS BAGG=, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTIM = ,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 M4TERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS SO FEET
OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT.
b. IF AVAILABLE. REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IIKPACTED
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?
EAS'r- YaAvlt NbooL440 00" . YAEA?J-r WOOPLAao '
OyAim- ll,i p fh'r -loo Aa6fINAAWm .
f. IF APPLICABLE. WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? -ri??
11ur1ic4 Plat. (TU&4d It- AMgoc) 604t !y 5SvJC` We" rAAiMWjq
SIGNED AND DATED AGE 'q T 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 T XM= 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 PROGRAM,

OWNER'S/AGEN'T'S SIGNATURE
L Li/9
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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/ _ 35-! 1 ~ ~ _ ~ \ \ 12..7 ~ . tn~ 1 ~7 - - _ ~ 1t _ 1 _ o ~ D ~ Z
PAY-I - " Q _ - - " N LIEU ~
FUTURE PHASE ~ " - - _ - - - ~ - • ' • ' "C"' ~ o < x1 ~ 171
~ ~ ~ - _ _ : ~ SETBACK , ~ g PARKING, . ,
' < _ - " ' • ~ ING SETBACK , • • , . W ~ - - - - - . 10 auILD_,,. , . ~ a o RIP IAN W
/ - TWO (2)- 5'x 12' SINGL ARf~EL. I ~ / , • ~ ~ E
CONCRETE 80 CULVERT : 65lIF ®1.b~ 2 / ' ' 1 A _ ~ • RIPARIAN AR, , • Q ~
WING WALLS 45' ~ ' ' ILDING SETBACK ~ U
I - I / NV. IN-414,6 •RIPfZAP-LINED ~ ~ / INV. OUT=414.04 I "V" DITCH: STD. 868.0 ~ 0-
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• SARI N (CONSTRUCT ~
REA / o I 1HIS PHASE) ~ , V ~ ~ Q
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BOC FUTURE PH CONTROL: 12'x6'xl t7 ; ¦ ~ ~ ~ ~ ~ ~ ~ Z m a ~ FF 427.5 0 ~ • . Per ag p ~
~ s ' fA n ' STA 1+89 CONSTRUCT I • d 12'x8'x1' RIP-RAP ~'ler : ~ ~v~~ OUTLET ~c9R ~ ~ art
M d ° e THIS I I II ''e ~ :N W rs rtu
PHASE " I w ~ h t~1 G j •e~. ; A p
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/ t _ a ~ L of _ , 10 BUILDING SETBACK ~
a. ~ ~ 5 PARKING SETBACK
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~ - - ~pr~ - / 1l~S,G1llL I - - ------"'432 ~•-ms~
9 56 W I - / _ _ ~ /
N 2417 2~ / , / 1.99 ~ ~ / ~ / / / ~ / / i 12"PIPE e. ~sa8.~ / i "PINE ~ `1 gt`°Q~ d
2 \ / - ~ \ ~ I ~ - / / ~ P . TxF---- ' / 8" PINE 1 ~ f ~ / ~ ~ 434 ~ u ° 9 ~ ~ i"'"- N c' o~Eu~
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5 / / / 23 .50 ~ / Q Q ~Q/ ~ ~ W / o voi ~ SoB.¢a / / Q a ~ °$~~°s
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~ ~ 1 1 / ~ APPROVAL SIGNATURE \ ~ . • ( \ / / o ~ rn e~g=~
~f f I ( \ / ~ ~ ` ~ ~ e° . only N~}rno0 s.~x`a~ 8" .OAK / - ~ cll } m N Z Z 5 E ~ e~
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} } I ~ ~ RESEW CERTIFICATION BY TAE TOWN OF APEX
/ / ~i~ ~ / ~ ~ This drawmg has been reviewed by the Town of Apes. And to the bat oitny
- / / ~ Imowlalge and belief, it confotata to the regniremenb established is the Standsud
~ / / Specifiatioas of the Town o[Apes, However, this aigaaton don trot ranatitute a / / ~ i ~ variance from aqy tegairementa contained in nay federal, atate, or loaf code, hw, / /
a ' aNo rni or ordinance. The deveio er / en ' earl eootnctor is aokly ~ I( / i l~ 4 ti P 1pn /
I / responsible far meding all applicabb regniremeota. I Q
I
I I I ~ DATE: I / BY:
I I /
I ' / ~ n the Town of A ~ Planning / Zoning Cerdticatio by Pm 4 \
III / a24----. EXISTING 2' CONTOUR ~ ~ -
/ These drawings have been reviewed by the Apex planning Departrnent, and to the best of / my knowledge and beGei, cord'omt to the Master Subdivision! Site Plan which was PROPOSED 2' CONTOUR ~ ~ ` ~
/ approved by the Board of Commissiaxrs on _ .These plans also
roflect the requirements of the Apex caning and/or subdivision ordinance. Any / conditions, exeeptions, or variances approved by the board of commissioners are noted +42s.oo SPOT GRADE w / ~ ~
STORM DRAINAGE SCHEDULE / on the plans, ® PROPOSED 24" CONCRETE FLUME / ~ a
~ By; Date: J
01/28100 Platming Director PROPOSED 5' CONCRETE "V" SWALE w ~ a Z ~ a o
Note: Rim elevations are taken from the top of curb for catch basins and OF APEX FIRE DEPARTMENT > REVIEW CERTIFICATION BY THE TOWN > U
curb inlets, from the top of grate or cover for grate inlets and 'unction boxes, S 1 PROPOSED CURB INLET AND STORM PIPE ~ rn ~ ~
and from the top of the slab over yard inlets. These drawings have been reviewed by the Town of Apex Fire Department, and to the best of my knowledge and belief, conforms to the requtrementc establshrd witlrm the ~ rn ~ z
PIPE LOOKING DOWNSTREAM Town's standard specifications, Fire Protection Ordinances, and the North Carolina Fire (U PROPO~D FES AND RIP-RAP OUTLET c0 v
IN OU IZE L PE ~~~~~~~TE IA Code -Volume V. However, this signature does not constitute a variance irom any Q R T RE IM INV IN V T LEN TH N uiranents contained within an local code, State or federal law, Specifications, Rules, req Y ~ Q o~
or ordinances. The developed owner! engineerl contractor is soley responsible for ~ CB-1 430.00 424 61 15 " meeting ail applicable requirements. ~ ° ~ (n
6.39% RCP ~ FES-2 420.10 420.10 15 N ~ PROPOSED TREE CLEARING LIMIT ~ O o d- I~ ~ o
RCP gy ; DATE : ~
FIRE CHIEF I MARSHAL CB-5 422.42 418.92 28 15 " 1 0 EXISTING TREE LINE w N 0_ N
.00 /o RCP ~ CB-4 422.42 418.64 418.44 1 S 18 " o
1.00% RCP GRAPHIC SCALE FES-3 418.26 418.26 18 EXISTING TREE OVER 8" TO REMAIN
RCP zo o to zo ao w (WITH TREE PROTECTION AREA)
I I i i i i
SHEET C-2
( IN FEET ) PROPOSED TREE OVER 8M TO BE REMOVED ~
I inch = 20 ft. TXF T PROPOSED TREE PROTECTION FENCE AND LIMIT OF DISTURBANCE p~ 13 8
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Development Information _
N Z
1. Owner: W.Chylk ~
Z A General PartnE,ship W
2. Contract Purchaser: Apex Hospitality Group, LLC: ~
Tarun Patel, President U
3. Existing Zoning: SC
4. Area of Tract: 2.226 acres
5. Existing Budding. None
6. Pro osed Building: 9,580 5F per floor; 4 story; P J
38,320 SF
7. Proposed Use: Express Hotel, 64 rooms x
Re wired= 64 = W 8. Parking Spaces q a Q
Provided= 2 Handicap
75 re ular o g
77 Total z
f 3 9. Proposed Impervious Surface: 0.968 Acres or 43.5 0 0
Iot area.
10. Dimensional Requirements:
Building Setback Buffer
North 50 10 ,Class ,his; ~
' 10' Class C East 30 Q~_o
South 50' and 30' 10', Class C s
' 15' Class B West 30 ~ N a$o"EO~
W O oho«Fe 0 J 4. ~ c . ~.P
Q tD ~ £h5-"8.4f ii. Town Services Requested: Water, Sanitary Sewer and ~ n. ~ ~ oE~'s
a Z rn M 0 ToE~.o Electr~czty o o d ~ m
. ~ ~ 72. Electrical Load Requirement: ii85 Amp; 208 volt, ~ ~ ~ . a~x=og
o m ° z z Ss~~"a three phase; 4 wire 2 m ° ~or~hs~~
i3. Parcel ID Number: 0741.11-75-3996.0007 8 v z s.gn~,.~~~
~t v ~ . -oo gv=~aq~
wo~3o Notes:
1. AlI s aces are 9'X18', execpt handicap spaces which are van accessible. p
APPROVAL SIGNATURE ~E 2. All sidewalks are 5' wide, execpt at front door where wider.
• ~EV1EW CERTIFICATION BY T :TIFICATION BY THE TOWN OF APEX
• Tbia drawing has been reviewed by the Town of, wed by fbe Town of Apex. And to the best of my ~ ~Od~
Imowlalge and belief, it conforms to the regnirca forms to the regnircmeats atabWhal is the Standard
• Specifications of the Town of Aptx Sowever, thi variance from any requirements oo~aincd In a~ f Apex. However, t6ie si~atnre don n~ eomitWU a ants ooatained hr federai, state, or loal tadq biw, flCj~tES, any ~ ASS
• spceitlcation, rule, orordinance. The develepcr! ace. The develepcr 1 enpnar 1 contractor is solely Yb, II}~
naponsibie for mcedng all appliabk re9niremea PP~b~ requirements.
• ENGINEER'S NOTE & CERTIFICATIt?N:
• BY: DAT DATE'
Th im rovements shall b~ constructed in accordance with the following i. ese p
Planning / Zoning Cerdficadon b ' CerdfcadonbytheTowaofApex drawin s and with the Standard Specifications of the Town of Apex. ~s g
'these drawings have been reviewed by the Apar pla mylmowledge and 6elle>; conform lathe Master Sul iewed by the Apar planning Department, and to the best of fe~nta~ez~amrsnl,a;,~gian/s;uPlanwiu~nwa: 2. I Phili N. Post PE, certify that the Standard Specifications of the
• approved bythe Board of Commissioners oa oa .These leas also ~ P :
reflect the roquiremente of the Apex zoning aadlor • wnditions, exeeptions, or variances approved by the 'm'om or subaivs;onordinance.An Tawn of A ex have been tharau hl checked and found to be applicable Apex xomng aadl y p 9 Y aacesapprovedbytheboardofconunissionersa[enoted to this ro 'act. All except~.ons to the applicable Town Standards have
on the plans, • P 1
Hy: Date: _ been reviousl a roved by the Town of Apex and said exceptions are P Y PP u, Date:
Planning Director shown an Sheet(s) ~,or~ of these drawings. o for
REVIEW CERTIFICATION BY TIIE TOWN 0 V BY THE TOWN OF APEX FIRE DEPARTt~iENT ~ "
These drawings have been reviewed by the Town of - bestof my knowledge and beief, conforms to the ra i eTownofA FireD en and todre ~~~;e'~~', ` 'f ;Y.9 B Phili N. Post , PE ~ awed by th pax epartm t, ~ru; Y • ief, conforms to the requirements established within the ; 47~ '
Town's Standard Specifications, Fire Protection Ord M Fire Protection Ordinances, and the North c:erohna rue ~
Cade - Volume V. However, this signature does not .his si lute does not constitute a variance from any Y'A L a t Date: any local code, State or federal law, Specifications, Rules, Gl Qb35
C-7 requirements contained within any local code, State or ordinances. The developer/ owner/ engineer/ cons owner/ engineer/ contractor is soley responsible for 4, y 9
meeting all applicable requirements. nehiS. n W~ •c'~ SHEET C-COVER
DATE: ~I Q P
C-8 SITE DETAILS BY : DA FIRE CHIEF / MARSHAL OF 13 8
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, 0~1~ATE 10P OF BANK G~ ,e APPR N N a 1 0 r~ l
S o ~ PROPERTY I•INE fS Q ~ O > 2 41 O i O M E ~ p 46 ~ W~ Nc0 p~l~ 45 ~ L_ 28 N S X1 Z v rn Z N
~ 1 . ~ IAN ~ _ Z Z ~ d ar. ~ c.. ' - "l ~ ~ RIP R ~ ~ DC v M N ~ rn
Q ~ - - - .27 o W Z E ~ O z~~ o r a~ C7 N
357 ~ ~ / • ~ ~ 7 . ,.rte ~ r O Q Y~ z
. , _ ` ~ BuFFER
• ~
2 • - ~ G SETBACK • - ~ - 5 PARKIN ..r. • ' < T1 ~ fTi
• 10' BUILDING SETBACK , ' oQ 3 D~ • ~ ~ RIP 1AN
• a° Z E W
P t AREA _ ~ RIPARIANr • Q
' $ /L' 30' BUILDING SETBACK N ~\~G
' ~~5 x01'11: a. v
• ZONE ~ 20'x20' DUMPSTER PAD
• .r„ WITH 7' HIGH WOODEN FENCE ' 1ARIgN (CONSTRUCT p AND TWO (2) 7' HIGH WOODEN GATES
• ~A• THIS PH AND FOUR (4) tY STEEL BOLLARDS • Y = O ~ ~ N 00 0. a. ~S Q
• c 5' ~pARIAN AREA r ~ • o a•~ p ~ a ~
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V' oo o o, • °
NCDOT TYPE III BARRICADE 2 ~Q r ~ ~ ' D . • R (CONSTRUCT THIS PHASE) D ~ ~ ? u ~ o•Z CO
PAY-IN-l1 - N ~ D . BOC FUTURE PH in ~ ~ ~ j Y ~ .,4~~~~~ .,a~~a U' s"
0- _U__Q_~? ~ W z m a ~ ~ ~~~SI~~~v~~~. so" ~ 1', ~ ~
D: D' . ~ ' ~ STA f+89 CONSTRUCT W ~ ~ ;:J~ W
c z ~ ° THIS ~ 20' ~ ' a ~ xbP2i, d M "~'1 kS Id W"
PHASE ~ ~ •
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FUTURE ACCESS POINT ~ , m ; rn x m to ' - - j I ; > mfOmN ~ ~ N N FUTURE ACCESS POINT ~ ~ A
C/L 24' DRIVEWAY m " Z D~ z ~ z A W Z R, ~ ~ C/L 24' DRIVEWAY
TURNOUT ®STA 0+84 ~ ~ ~ O ~ D ~ WCR ~ 8 spaces r- ~ N o ~J t0 TURNOUT: STA 0+74 Z
/ Z to 11 spaces - - - - - - m-- - - - - - t3 ~ Z WCR ~ ~

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, „ • 15 CLASS B BUFFER • ° ~ ~ M 3 \ 30 BUILDING SETBACK Y Q O
15 CLASS B' BUFFER ~FER ~ 10' BUILDING SETBACK ~ ~ ~ a o
_ _ • _ ~ , _ _ , _ _ ~ • 5' PARKING SETBACK _ ~n
L_ - , „ ? ~ ~ u 30' B-B s ~ c 6 ~ ~
?9 56 W ° , ~OlsaS
N 2 417 2 7 Y4 ~ EXISTING 20 SANI ARY SEWER EASEMENT x.99' , • i5' CLASS 'B' BUFFER ~ ~
20.03 200.00' ~ A bs 180.03
- N a ~'yE~$ ~ _ a
5 .50 " Q \ Q Q ~ ~ W ~ N a •ao~~ Q o~,. ~
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ST E%ISTING 20' SANITARY SEWER EASEMENT / ~ ~ o«~ O ~
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APPRO AL SIGNATURE
I F
REVIEW CERTIFICATION BY THE TOWN OF A_PEx Q
This drawing has been reviewed by the Town of Apex. Aced to tha bat of my knowledge and belief, it conforms to the rtgnirementa established in the Shndard f 5 CLASS B BUFFER TOWN OF APEX LANDSCAPE BUFFER AREA
Specifications of the Town of Apex. However, this signature does not constitute a
variance from any requirement contained io any federal, elate, or local code, htw, apecificaHon, role, or ordinance. The developer / enghtar J coatnctor is aotely
responsible for meeting alt applicable t+egnirements. _ _ _ _ , De veto mei
5 PARKING SETBACK FROM BUFFER P 5' PARKING SETBACK Develo ment Information w p 5 w
_ ' ' ' ' 10' BUILDING SETBACK FROM BUFFER 1. Owner: 1. Owner: W.Chylk a w
BY: DATE: 10' BUILDING SETBACK 2. Contra) A General Partnership N ~ 2. Contract Purchaser: Apex Hospitality Group, LLC: Tarun Paster, President ~ Z
~ 3. Existil 3. Existing Zoning: SC J ~
Planning /Zoning Certification by the Town of Apex ~ a' • ' • 3 PROPOSED WHEEL CHAIR RAMP 4. Area o'. 4. Area of Tract: 2.226 acres Q Wz
5. Existil These drawl have been reviewed the A x tannin yyCR^'} 6. PropoSl ugs by pep g Deparnnent, and to the best of 5. Existing Building: None ~ a O B. Proposed Building: 9,580 SF per floor; 4 story; 38,320 SF O ~
my knowledge a~ belief, coafomt to the Master Subdivision /Site Plan which was 7. Propose approved by the Board of Commissioners on .These pleas also PROPOSED STRUCTURAL RETAINING WALL " @. Parkin) 7. Proposed Use: Express Hotel, 64 rooms ~ ~ °
retlectthe requirements of the Apex caning andlor subdivision ordinance. Aay WITH FENCE OR RAILING ~ B. Parking Spaces: Required= 84 ~ m ~ Provided= 2 Handicap
conditions, exeep6ons, or variances approved by the board of commissioners are noted o o ~ ) C9 N on the plans. D PROPOSED Q " 75 regular ~ p
REFUSE DUMPSTER Q 9. Propost 77 Total w ~ ° 9. Proposed Impervious Surface: 0.968 Acres or 43.5 of lot area, r
BY• Date: ~ i0. Dimensional Ae uirements: ~ N °i q
P1a,uliagDirector o o ~ ~ i0. Dimen: N ~ North Building Setback Buffer ~ d" Z \
REVIEW CERTIFICATION BY THE TOWN OF APEX FIRE DEPARTMENT R PROPOSED RECYCLE DUMPSTER ~p East North 50' t0', Class C d- I~ ~ \ East 30' 10', Class C ~ r- 5 0
South These drawings have been reviewed by the Town of Apex Fire Departtneat, and to the (n West South 50' and 30' 10', Class C N ~ N
best of my knowledge and belief, confomu to the requirements established within the West 30 15', Class a and Alternative Class 8
Town's Standard Steciications, Fire Protcaion Ordinances, and the North Carolina Fue r R e P u rr c r e r Ta, I
LLLV vLL . Town , Code -Volume V. However, this signature does not constitute a variance from any V L-L if i2. Elect 11. Town Services Requested: Water, Sanitary Sewer and Electricity '
requirements contained within any local code, State or federal law, Specifications, Rules, 20 o 10 20 40 80 t or ordinances. The developer/ owner/ engineer/ contractor is coley responsible for 12. Electrical Load Requirement: 1185 Amp; 208 volt; three phase; 4 wire ~ W
meeting all applicable requirements. Notes:
i. All spt BY: DATE: Notes: SHHEU 1. All spaces are 9'X18', execpt handicap spaces which are van accessible. ~_1
FIRE CHIEF / MARSHAL ( IN FEET) 2. All sit 2. All sidewalks are 5' wide, execpt at front door when wider. ~j
1 inch = 20 ft. 00 OF 13
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' ' \ a o RIP IAN W
• W - - - - - - ~ • lp' BUILDING SETB,_,_, . , ~ \ Z E ~ \ ~ RIPARIAN AREA , , - Q
0 (2) 5'x 12' SINGL AR EL. a CONCRETE BO CULVERT : 65l)F ~ t,bq ~ / , . • \
~ ILDING ~TgACK . / /L N~NG WALLS 45' ~ r•~ \ ~ • ~ tL U \
INV. IN=414.6 ~RIPRAP-LINED g / / ZONE
INV. OUT=414.04 I "V" DITCH. STD. 868.0 ~ I / Z ~ r ~ . V/ V i \ /
. Lt., ~ n 'r....- ' N , N
• • •RI?ARI~N (CONSTRUCT 1/ o SEA. , THIS PHASE • ' 1 a • • ' _ ~ ~
I ~ AREA , ' ~ c RIPARI~ , . - f _ ~ d 418 'n W ~ u J
I ~ o x ~ W ~
' ONCREIE^ ° b a Q d' z , o N
• r~ N T ADE I "V" SWALE d.' R ~ ~ NON ~ a
13 LF ®3,85% ' PAY-IN-LI IS PHASE) RIPRAP VELOCITY ' (9 m a
fD7 ~ ~J't1J~ ~ CONTROL: 12'x6'x1 ~ FF 427. 5 J ~ ' 12'x8'xi' RIP-RAP ' ~
N D' .tr ' OUTLET ° ~ ~
STA i I ao + CONSTRUCT ~ 1tl ''a
Tf71S I ~ U) ~ PHASE I ,h I r~i o ~ •.d" 'W~.'a~S ° w
~ m I cn 15 CP ~ INV=420.1 420 v ~ '"mxe+~' ~ ~ / . - FES-2 <f%~~
I , I ~ A / \ ~.~;~;~r.
I I m ~ 0 v \ 1 ~
• I z I ~ A. I \
I • I rn •d U ~ ~ ~ 422 Z
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~ _ I ~ . \ ~ ~ ~ 424 ~
~ I I / ~ ~ ~ / U
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' ~ a ~ ~ a e' o'' ~ ~ ~ e. .'tr.d ~ i~\ C1 '~a 'd ° '.i 'e ~ 'a; ~ 'e .d a a / e' ,a a..' a . '111302'' C9•~1 •430,2 a,
a, _ / • W / RED - Q
° \ I ~j . - 10 CLASS / / ~ / °AKI 00 ` ^ Z / ~ ~
~ 'C' BUFFER ~ ~ I a ~ / / / ~ - / ' RE AD 18' B ACK OAK a \ 428 /
I ' / / ~ / WCR 0
~ ~ 1 40 / N / I X /
~ / / i Y W U
Q WCR ~ / ~ / ~ 24" CONCRETE / / / / a / / I-
I FLUME / / _ ~ / / / / / ~ C9
C/L 24' DRIVEWAY / / / / Z / o C/L 24' DRIVEWAY Z / z
TURNOUT ®STA 0+84 I / / / / / - TURNOUT: STA 0+74 Z ~ / / 9 WCR
(n WCR I j ~ ~ / / ~ / / / / ~ / / m
~ /
~ / / I/ ( ~ / / ~ ~ ~
. ? / ~1 _ / / / d' ~ ~ ~ / \ o N x
~ / ,1 / L J / 0 ~ a
L / I ~ - - - - - - - - _ / ~ ~ ~ Q
I / ~ a ~ ~ ~ / ~ O
ci • / ~ Z _ / ~ \ „ 3
~ - ~
t~ tq ~ ~ ~ NE ~ / 30' B I DING SETBACK z ~ ..1. ~ U L
r \ /i / r / ~ TJ~ , . - , . 10' BUILDING SETBACK a ~ . - ~ a ~
/ ~ .1 " r / / ~ ~ ~ ~ \ ~ 5 PARKING SETBACK in \ ~ ~,-.-.L._.,.
~ _
- 432 d 5 ` ~
9 56 W tr I ~ ~
N 2417 2~ - / 1 "PINE 12" PINE ~ ~ ; c ~ ~ 434
8"PINE 1 3 ~L l~ ir'`i N a°o°yFcp
I / ~ tr Q.. rs~Y~~~.l? ~ » ~ / t0 V) gE$pEoa
/ / / 232, 5~ / 5 Q Q ~ ~ / Q / / ~ ~ 1 W Q / d 00 ~ °`~0«8 1 z r7 o rye ~
~ ~ ~ ~ / e ~ / 3" P.fI7tK ~ ~ \ ~ / 1 / / / / " ~arntnm ~;'o~~ / / o rn ~
0 00 ~ i ~ ~ ~ ~ ~ / ~ I I / ~ APPROVAL SIGNATURE ~ / / N~}rn •p ~a~Lmg / II m N o m,y$•~4
B" OAK I } Z Z m«-'`~Is;am
/ ~ I I B" °A1 / I
/ ~ J FAP x ) I i REViEW CERTIFICATION BY THE TOWl~O E / ~ \ . _ \ / V t Lid ~ 4 'K ° .:'u b ~ ~
/J / / ~i~ / / ~ ~ This drawing has been reviewed by the Town of Apex. And to the best of mI'
- / / i inowledge and belief, it conforms to the requirements established in the Standard ~ / \
~ , / Spedfications of the Town otApex.However, this sipsatnrt doanot coatdtute a / I / / , ~ variance from any requiremenq conhined in any federal, state, or~ocalcode, bn?, /
( / ~ ~ specification, rate, or ordinance. The developer /engineer 1 connctor u solely / / \ i ~
I / ~ responsible for meeting all applicable requirements. I I ~ / \ r , `R~ N`
i /
I I I BY; I)ATE• 1
I / I I /
J ~ planning / Zoning CerdficaNon by the Town of Apex I I t / 424 424 EXISTING 2' CONTOUR ~ ' -
1, 3
/ These drawings have been reviewed by ttu Apex planning Department, and to the best of / my latowledge and belief, rnnfamt to the Master Subdivision I Site Plan which was PROPOSED 2' CONTOUR \ ~ I s
approved by the Board of Commissioners on .These plans also ~ w
/ nflect the uuements of the Apex mningand/or subdivision ordinance. Atry conditions, exeeptions, or variances approved by the board of commissioners are noted / ~ +a2s.oo SPOT GRADE / N ~
STORM DRAINAGE SCHEDULE / on the plans. PROPOSED 24" CONCRETE FLUME / ~ Q ® / J
/ Date: ! By: x a PROPOSED 5' CONCRETE "V" SWALE a z
01/28/00 Platming Director f- a F
Note: Rim elevations are taken from the top of curb for catch basins and REVIEW CERTIFICATIONBYTHETOWNOFAPEXFIREDEPARTIt1ENT O ~ U
curb inlets, from the top of grate or cover far rate inlets and 'uncti n 9 ) o boxes, PROPOSED CURB INLET AND STORM PIPE ~ F-- ~ ~
and from the to of the slab over ar i These drawings have been reviewed by the Town of Apex Fire Department, and to the p y d nlets. best of my knowledge and belief, conforms to the requirements established within the ~ r N \z ~ o
PIPE LOdKING DOWNSTREAM Town's standard Specifications, Fire Protection Ordinaaca, and the North Carolina Fue ~ N PROPOSED FES AND RIP-RAP OUTLET ~
TR CT RE ,i~IM INVIN INVOUT LENGTH IZE L PE Code-volnmevHowever, thissignauuedoesnotconstituteavariancetromanY Q ATE IAL • ed within an local cod State or federal law, Specifications, Rules, nquirenunts conGVn y a, Q o~ Q ~ ~
/ owner/ en ineerl contractor is coley responsible for L~ 00 o 0
CB-1 a ar ordinances. The developer g 4 le uinments. ~ 30 00 424 61 15 6.39% RCP meeting all apphcab req (YY1 N U} FES-2 420.10 420.10 15 R P DATE: PROPOSED TREE CLEARING LIMIT N o ~ ~
C BY : t,~,} EXISTING TREE UNE ~ ~ N
FIRE CHIEF !MARSHAL CB-5 422.42 418.92 28 15 " 1.00% ~ N
RCP CB-4 422.42 418.64 418.44 18 18 " 1.00%
RCP GRAPHIC SCALE FES-3 418.26 418.26 18 " RCP EXISi1NG TREE OVER 8" TO REMAIN
20 o to zo ao eo (WITH TREE PROTECTION AREA}
I ~ i i i i I
SHEET C-2
I~ PROPOSED TREE OVER 8 TO BE REMOVED
( IN FEET )
I inch = 20 ft. TxF- TxF T)F- PROPOSED TREE PROTECTION FENCE AND UMIT OF DISTURBANCE o0 OF 13 8

r
u ~ ~ • .
1 _..-1_--- m r~l
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- ~ - , - -1 ~ ~ RIP RIAN •17 ~ (P t•3 ~ v r7 tv ~ rn o z x E D r*l O z~ o s rn rn N ~ rn
- _ • ~ ~ 1 ~1 iU W tL to d• U.. d• a0 C7..
PAY IN LIEU Q . .
FUTURE PHASE - - •
• az
>u ` " ~ KING SETBACK ~ ~ ~ ~J 5 PAR . Q ~ , ' • ING SETBACK , . . ' 3 ' :U o 'a D V~
. w • 10' BUILD , . • a o RIP IAN W Z E
TWO (2)- 5'x 12' SINGL ARREL, I ~ ~~~P ' ~ ~ EA ~ • RIPARIAN AR , . - ~ Q
CONCRETE BO CULVERT ; 65LF ®1,0~ ? • gP , , ' ~ TRACK ~ 1LDING SE . -
WING WALLS 45' ~~G INV. IN=414.6 •RIPQAP-LINED ~ ~~~5 • ~
INV. OUT=414.04 "V" DITCH: STD. 868.0 Z E 11Z • • . , • F- O • wr'• ~ w • • ~ I1
• 52 LF ' M ' • T~ /v~r
' • . RrpARr CONSTRUCT AN ARE ~ o • Q•V•
-..,.A, ~ rHls PHASE PROPOSED 2" BLOWOFF "D1P S,S. SERH RIPARIAN AR~A •
ASSEMBLY STD. 6.06 (STA +07 ~ ~ ~ ~6"DIP S.S. SERVICE ' SS ~ ~ Q
. PROPOSED 8 .V. ~ o : o o o', ~ Y ~ ~ • • ® a CU f V O ~ . Q Z.c~ N
' ONCRET~ p THRUST COLLAR (STD 6.1) N T TYPE I~ BAt~tIC 2 • • ~ "V" SWALE ~ ~ R ~ - z
S1RUCi THIS PNASE) ~ ~ 13 LF ®3.8591 '
PAY-IN-U RIPRAP VELOCITY W D •p ' 80C FUTURE PH CONTROL: 12'x6'x1' a" n m ~ bOp 9p s h~o Q ~ Z ~ • d ,~'~U~~'•,o"'
- -D--? ~ w • i r. ~ FF 427.5 ~ . ~ • ~ 12'x8'xt' RIP-RAP ¢4~^' ~ l3'
STA 1+89 ~ ao ~ > . ~ • CONSTRUCT ~ ~ Q M < 2 ~ ;da ~ r7; 'i2 1 to OUTLET ~ . ,n, ~ ~ us ~
THIS ~ 3 ~ > ~ z . "L^~ ~ ~ ~ tit( pp" i M ~
PHASE I a ,y ~ ? ~ m s ~ . e .;`;W ~d~:'~ A
15" CP W p ~ (n ~ • • IN 20.1 •~,,,,aa+~
W I N .'lDl fES-2 s
~ I m Q O o. ~ p 0 ti ~ Z wr 1 6" DOUBLE CHECK VALVE BACKFLOW PREVENTER • M (WATTS 709 OR FEBCO 805YD) TO BE LOCATED IN
~ R ~ G) 4. of ~ W N FIRE PROTECTION MECHANICAL ROOM
• , m °o o '•a z D a,.. U ° t~ X Z
\ \ p ~ ~ . Q. J
\ \ - e ,p W e a ~
\ s W ~e ~ I PR( ~ ~ Z PROPO D ~ Z
~ ElE EIECTR O
~ MEl \ a v ~ a METER ~ U W
~ ~p f ~ PROPO~ED PROPOSED ~ • (POSED ~ Y ~ T FIRE DEPT. •°a ~j Q
~ GAS METER '•a 3 TOWN OF APEX ELECTr-~ 4 "SIAMESE" Q PROPOSED 2" BLOWOFF ~ :X ELECT ' • : CONNECTION ~ ASSEMBLY -STD. 6.06
PROPOSED 2" METER VAULT, TRANSFORMER YOKE & METER. STD. 6.04 INSFORMER • ° . a a. ° : a r . , > STA 1+18
~ ~ • aa; IN 10' WIDE ESMT. , ° ° ~ s ' • n • q. ° a : \ PROPOSED TRHUST / ~
I w e tlr 0 ' s ' ' z COLLAR STO 6.12 V . ~ ) ••e ° •..4~ 4'•.e e ° e . 4. ~ ~a.. ' ° , • e 43D.2 • 4.43(1.2' ~ V /
V to e d a 0 V ~ . e ' d, n •e . 0~ ' e d e ~ ° • 4 a . ~ CB-•T a .
• ~ ~ Z RED OA~ Q
- ~ lo' c Ss ~ 00~ 'C'B R ( ~ I.L..
a I 18' B CK OAK a ~ 36 RE AD
PRO ED T NDARD Q~ FIRE H R N gi STD. 6.07 • W WCR
V t~ m - ------------i Y a 8x8 TEE W J
PROPOSED 8x8 TEE WCR ~ 0 ~ m D ~ m ~ 3 AND 8"G.V. (1 EACH) ~ U D ~ •D N ~ Q o I 2-8" G.V.
~ Q 24" CONCRETE m x to ~ FUTURE ACCESS POINT ~ m FLUME 3; o m to N m ~ PROPOSED t0 FUTURE ACCESS POINT ~ w 6 G.V.
_ _ W W W W W W PROPOSED 8"DIP WATERLINE m ~ 'o W W - w w w W N axs ~E W Z
C/L 24' DRIVEWAY m -I ~ ~ < I' ~ ~ m D TURNOUT ®STA 0+84 W I ~ ~-q!~ to ~ PROPOSED 2" TAPPING SADDLE /G E kl/G ~ +1/G f +1/G /G C/L 24' DRIVEWAY • LL1 TURNOUT: STA 0+74.28 Z
wCR Z l Z GAS----~G GAe---orG GA6--~}fG 5 Z WCR
~ m Q ~
-I ~ J PROPOSED STANDARD ~ ~ ^ -I
- ; I- a FlRE HYDRANT 2 2" METER VAULT & YOKE
2" o` / 2" METER VAULT W CU ~ PROPOSED STD. 6.07 tY T K W STD. 6.04 IN 10' x 10' EASEMENT
" L & YOKE-STD. 6.04 L_ ~ 2 TAPPING ~ W L J m ~ o_ Q ~ Q
IN 10' x t0' EASEMENT ~ ISADDLE - - - - - - - - - o ti a
o: ~ o TiIF" ~ m • ~ W ~ ~ ~ I PROPOSED 2" TAPPING SADDLE O
•a. a - lDr - - - - - ~ Y~"mo z
~ D 12" PINE ' , O ~ M ' 3 • 30 BUILDING SETBACK ? ~ = O
EX. M 'r N ~ . RIM T ~ ' \ Y Q F
I 426.0 T _ 10' BUILDING SETBACK a ~ a 33 • TxF a
_ _ 5' PARKING SETBACK _ in s
ADJUST EXIST. MH ~ ~ ~ U
RIM TO 427.7 T%F 1t~ ~ TftF' O E%ISTING 8 PLUG ° o" $ 0 0
EXISTING 20' SANI ARY SEWER EASEMENT ~ a BEgN WATER UNE ~ o ~ a $ ' 12" PINE O ° . , CONSTRUCTION ~ o 1 "PINE d c 5 c
AD~1ST T>eF-"-----TxF T>eF' T><F TxF-----TxF p.. T>~ ..a$ .a
IEX. MH B" PINE ~ N a• ~ ~a
RIM TO 427,2 ~j Q c rfl ~ ~ ~wg~t
Q ~ ~ Q V ~ 3" P.OAK (Q tl O N ~bgO•sa `(i\ Z M O r °
EXISTING 8"PLUG ° BEgN WATER LINE ~ C7 0' tr $ 3 m ~ E%ISTING 20' SANITARY SEWER EASEMENT ~ tV ~ } ° ~ r o
CONSTRUCTION c~ II m N ~ 0 m~g8•~,a
P. OAK ao AK ~ } z z ~ ~ ° a`
z W W YY V z .s .n .e
F X J ~ U ~ ' ° ~ .FIRE HYDRANT ~1 WW b~y~°i~ W F- ~ -4z W b°' ~
W N DUflG~.~ €snbSoS&
APPROVAL SIGNATURE . SIGNATURE
't~EVIEW CERTIFI( ( VI W CERTIFICATION BY TBE TO OF X Q
This drawing bas been reviewed b has been reviewed by the Town of Apex. Aad to the bat of my
knowledge and belief, it conforms Spe~eadona of the Town of Apes d belief, it conforms to the ttgnirementa atabl'uhed in the Standard ' of the Town of Apex, However, this signature daa not constitute s
variance from ally regniremenb a i arty regniremenb contained to any federal,'atate, or local code, law, '
I f~ apeci~f catio°, rnle, or ordinana: T ' responsible for mewing all applica tnle, or ordinance. The developer / et~ineer l confnctor is solely r mewing all applicable rcgniranwts.
a PROPOSED ROOF LEADER DOWNSPOUT 3 w
I 2"CU SVC W ---rM1 PROPOSED WATER SERVICE AND WATER METER 5 W
BY: DATE• ~ ~ ~ w
U/G GAS PROPOSED UNDERGROUND GAS SERVICE W , N <n ? ~ Z
-o/G E PROPOSED UNDERGROUND ELECTRIC SERVICE pla°°i°g~2°m°g~ Planning / Zoning Cerdlicatlon by the Town of Apex rc u. g
w a X d shave been revievral by the Apex planning Deparunent, and to the best of 3
~ T PROPOSED ELECTRIC TRANSFORMER These ~D reviawed ~ ~ ~ kaowied a and beGe~ conform u ~ mY g and bete conform to the Master Subdivision! Site Plan which was a o ~ o
• ( CU N ING UNIT appmvedbytheBoardofCommissir ? PROPOSED A/C CONDE S reflcetthe uir+ementsoftheA e Board of Commissioners on • These plans also ~ ~ ~ o rir+earents of the A zoaia and/or subdivision otdistaztce. Any V Pa g
a re9 P~ ° . ~ 6"DIP S.S. SVC conditions, exceptions, or variances a z eptions, or variances approved by the board of cotnrttissioners are noted ~ ~ N ~ N
~ ~ PROPOSED SANITARY SEWER SERVICE on the plans. c, w o0 O
~ By: Date: U r
F PROPOSED FlRE LINE CONNECTION PlaaningDireaor x W Planning Direaor rn N
_,a,-_ W PROPOSED WATER MAIN EXTENSION REVIEW CERTIFICATION BY7 RTIFICATION BY THE TOWN OF APEX FIRE DEPARTMENT Z ~ O ~
W T PROPOSED FlRE HYDRANT These drawings have been reviewed I have been reviewed by the Town of Apex Finro Depamnrnt, and to the N o
6 DIP 1 best of my knowledge and belref, con wled a and belief, conforms to the requirements established within the 5 g W
• Town's Standard Specifications, Fire Code -Volume V. However, this sig rd Specifications, Fire Protection Ordinance, and the North Carolina Fue ~ N V. However, this signature does not constitute a variance from any
GRAPHIC SCALE req~rementscontainedwithinarryla antained within any local code, State or federal law, Specifications, RuIa,
or ordinances. The developer/ owner/ The developer/ owner!engineer! contractor is soley responsible for licabie requirements. I W
on ~ ~ meeting eli applicable requirements.
H W BY: w FIRE CHIEF / MARSHAL Z [EF~MAxsxac DATE: SHEET C-3
w
V ( IN FEET ) J o 0
1 inch = 20 ft. i I Y > W I OF 13 N
D
J

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RIAARI CONSTRUCT 2 O
AN q~ A I THIS PHASE) 0. 0. ~ Q
RIPARIAN AREA
N T TYPE III BARRICADE 2 00 ~ o , ~ R N
PAY-IN- DUCT THIS PHASE) ~ LI ~ •e ' k! P zs.4,~,0 ~p D ~~a.
BOC FUTURE PH ~ Ohs+~ 0 ~ 7 r4'® c
eel ; ? a ~ . ~ ~ us r,
STA 1t89 W ~ a CONSTRUCT w ~ 4 a~ M
THIS ~ a ` ° PHASE a; a a
e ` ~ o ~ .w a+
W ~ ? S17 ~ ~ ' ~ y, oy
N a U N
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a ?I• ' ~ I , tl• J'fi,', . . S~ RED 0 V II • 00 V1
~ S S2 p I J'. ~ {,~C• S10/30 p
~ I 1: . 0 30 ta' ac oax , / ' RE D 11 ~ Z ~i•
1 00 ~ 2 ~,E, • wcR z sz X
1 W
WCR S2 1 f ~ o
1 S1116 S1116 S1116 / / / S11/16 ~I z
- - I C/L 24' DRIVEWAY S9 1~ a Z
ii / TURNOUT ®STA 0+84 I if C/L 24' DRIVEWAY TURNOUT: STA 4+74.28 ~ Z
WCR ~ WCR W S11 /16 -
o I . li.
~ ~ f I 59/29 m
r- ~ x x I
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L_ , W Q 11 - Q
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O
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12` INE 17 B' BU + + . a = ~ ~,B ~ H
CLASS 'B: ~B
? Q ' I _ ? 'f' , _ _ ' 0 + + ° S14/ 5/7
Ste ~ 5 4 S14 S1 . Qp 4 0 x v
~ t S1$ 1./ ~ d w ~ c ~ ~ 0 S18 'f ~ a St' S . tl=s, rim - Q - , - - • - • ~ a
~ 7~ ' . ou ~0 0 ' >3a b.,=
EXISTING 20' SANITARY SEWER EASEMENT ' t ^ PINE t2 15' SS 'B'~UFFE o ~ o ~ a
i
'Q na. .ahvg°f°
e• 4 \ ~ w~ Q O N a$$Hac= a
3" P.OAK G~ ~ 00 r 'o°~~Bx V Z M O ° a g . 3 4. 0) lfl to ~ ~i c - a
0 00 $mo,, EXISTING 20' SANITARY SEN£R EASEMENT ~ ~ o N
e SITE PLANTING SCHEDULE 8' K II ~ N G Q a ow$'aa
!Ll U Z p a
KEY QTY. COMMONISCIENTIFIC NAME PLANTING SIZE NOTES I .5 n .L+ >..sL.. r ~ ~ ~3W ~ ~ a9=~aw~
S1 4 AUTUMN BLAZE MAPLE 2.5" Caliper B&B, 30' o.c. d W F ~ d •u~°~
ACEA X FREEMANII 'AUTUMN BLAZE' S2 8 WILLOW OA1( 2.5' Caliper BdB, 30' o.C. v~toc~cao€=~~o~$
QUERCUS PHELLOS APPROVAL SI ATURf VAL SI ATURE
S3 10 LAUREL OAK 2.5" Caliper BaB, 30' o,c. QUEACUS LAURIFOLIA "DARLINGTON"
S4 1 RIVER BIRCH 1.5' Caliper 8&B , • ~
I BETULA NIGRA "HERITAGE' ~ p'~ S5 4 NATCHEZ CRAPE MYRTLE 8' Height B&B, 12' o. C. ,~~~g~ RE W CERTIFiCAT10N BY TO OF Q
LAGEASTAOEMIA INDICA X FAURIEI "NATCHEZ' wmg has reviewed by khe Town of Apex. And to the beat of my
S6 6 HOPI CRAPE MYRTLE 36' Height Cont., 4' o.c. Imowledgeaad ,it~nfi ge and , it anforma to tho rainiremenb eshbliabed in the Standard lions of Town of Apex. Hoxeveq thia aignatore doa not eonetitute a ~
LAGERSTROEMTA INDICA "HOPI " Speeiticafiaona of Town of variance from any nirease S7 2 LUSTER LEAF HOLLY 48" Height Cont. from any niremeatt arHained in any fedasl, ataa, or loaf code, lax, w to
apeci6caNon, role, r ordimw ILEX LATIFOLIA trosponsrbb for m g aB cep Non, role, r ordinance. The developer! enpnar 1 contractor is solely rb for m g aB applicable regniremeaks. 4
S8 15 SKIP 1AUR 24' Height Cont., 3.5' o.c. PRUNUS LAUROCERASUS "SCHIPKAENSIS' J a
S9 59 NICK'S COMPACT PFITZER JUNIPER 24" Height Cont., 4' o.c. z
JUNIPERUS CHINENSIS PFITZEAIANA BY: DATE: ~ F
COMPACTA NICKS S10 60 PARSON'S JUNIPER 18" Spread Cont., 2.5' o.c. U
JUNIPERUS SQLIAMATA EXPANSA 'PARSONII" ninglZoi Wing! Zoning Certifuadon by the Town of Apex N
Sii 80 DAMMERI COTONEASTEA 18' Spread Cont., 2.5' o.c. COTONEASTER OAMMERI "ROYAL BEAUTY" These drawings ha been revie Z O wings ha been reviewed by the Apex planning Department, and to the best of v
I S12 HETZI JAPANESE HOLLY 24' Height Cont,, 5' o.c. mylmowledgeand ieiyconfc edge and iet; conform to the Master Subdivision / Site Plazt which was
ILEX CRENATA "HETZI " approved by the B of Coma Sii INDIA HAWTHORN 18' Spread Cont., 3' o.c. rettecttherequ' tsofthe~ by the B of Commissioners on .These plans also 1E~ENQ ~ requ' is of the Apex zoning aadlor subdivision ordinance. Any \
RAPHIOLEPIS INDICA conditions,cxeeptio orvariel cxeepno or vanences approv by the board o commrssroners aro noxd EXISTING TREE LINE
S14 22 WAX MYRTLE 48° Height B&8, 5' o.c, on the plans. MYAICA CERIFERA By. o
5i5 23 WINGED EUONYMUS 42" Height Cont., 5' a.c. F Directo PROPOSED TREE CLEARING LIMIT Date: ,
EUONYMUS ALATA g F g Director ' . uy
I S16 4 RED BUD TREE 1.5" Caliper B&8, 10' o.c. REVIEWCER TTON CEACIS CANADENSIS ' CER TTON BY TIIE TOWN OF APEX FIRE DEPARTMENT p
Si7 7 SCARLET OAK 2.5" Caliper B&B, 30' O.C. Thesedtawingshav beenrevie N wings hav been reviewed by the Town of Apex Fire Department, and to the W
QUEACUS COCCINEA best of my knowled and beliel S18 4 BEECH TREE 2.5" Caliper B&B, 30' o.c. Town'sStandardS ifications, knowled and belief, conforms to the requirements established within the ~
FAGUS GRANDIFOLIA Code-Volume V. wever,ttti amdard S ificaations, Fire Protection Ordiuanas, and the North Carolina F'ue EXISTING TREE TO BE SAVED dome V. waver, this signature does not constitute a variance from any WITH TREE PROTECTION AREA
S19 3 YUNNAN HONEYSUCKLE 18" Spread Cont., 2' o.c. requirements con ' withina ors con ' within any local code, State or federal law, Specifications, Rubs,
LONICERA YUNNANENSIS orordinances.Thed eloper/o5 meeting all app[icab requiremt ces. The d eloper/owner/engineer! contractor is soley responsible for , I app[icab requirements.
I
i uonr.= wnrainer
BBB= Balled and Burlapped BY: o.c.= on-center spacing FIRE CMEF! SHAT CHEF ! 1ARSHAL DATE: SCALE IN FEET SHEET C-4 ;
EXISTING TREE TO BE REMOVED
20 to a 20 40 OF 13 s
N
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i~ ~
Qp J DJ JV LO w I 1 1 ~ ~ i l t I 1 I I
. ~ ~F s ~ ~ ~ ~ o N ~2 ~s, MF I~ I ~ I I W 'v ~ o
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2 ~ + n ~ ~ --J I ~ ~ U I D f ~ I I I N UUM EZ*" .i ~ 1 I' I ~ CZ~~ W r
~ o ~ CONSTRUCT PAY I I -I ~ I r I j ~ • I can m m_ r- • t) t` ( I i ytn~ ~-lO.c~l
~ ~ ~ ~ THIS PHASE IN-LIEU; ' 0 ~ ~ ~ ' I ~ I = WW?. 0 Nt0 p~l~
FUTURE I O I ( ! W N NN ~ p~ ~ I a I ~ to ZZ d m~ Z c~ O . A ~ ~ Z~ a I ~
o ~ HASE N . ~ a ~ .EFL >y ~ =f~ u ~ C ~ ( i ~ I =Ua Q' r- O~M N p0) c to ~ I ~ . Z n ~ I ~ t ZJ OsptO N gyp)
~ F ~m ( I I I . N ~ N I 1 ~ ~ i ~ w I ~ I I
~ v ~ on ~ 1 1 ! ~z ~ I 1 ~ i I ~ ~ D Z ~ I I , ' ~ e . I .
N N f--- ~ _ _ - ~ tnv- m I•. 1 1 I ~ ~Z w I• 1 I i.
O = w ~ • ~ S • 0'26" W Rw 253.75' ~ ' I -t~ o i.l I 1 ~ I I w® I I V?
~ ~ I' I ' Ii ~ I 1 ~ •.I W
ca-e • a I~' I I ~ a I f"
wara~u wa. ~ I ? I ~~,o~. l { ~ s~ ~ ~ Q II 1 I ;
- - ~ ARCQ DRIVE - -N 1 - _ _ + I c 1 ~ !I 1 I p, U
!R K - ced'+?ueuC II/q - ~ - - - -4 -F-- - - I-_-___ - - ? ? 8a! cu ais 8 e aunu sear ~ 8 {g 3 , 8 , I 1 I • i~ 1- O
~ ~ I • • ~ J ~I• ; ; ~ III ~ t,o^
PAI1aq I ~ I I •L O V - - • ~ +o' sourer atnwa I I .
-F----F----f--- ~ I
`f 5'50 26 W ~•~ie.~ •A c° w p 243.79' ~*o, • • • 214.84 TOTAL q aa,waS'48' '°s oo~ -.--.--•-----.--.J S 65 48 47 W _ t-
- - ^ 174.16' aosa 120. . w °A1°'~ 1f°` S 65'50'26" IN '
I! $ ~ _ ~ • w ~q ~A - s 147.58' s
9 ~ swnM. ~ ue F ,p ? ~ . ' . _ - - ry9 090 ? • • I MARK WEAVER _ laic ~ ~ _ ~
ter o I
I . - . - , • ~vec~adwa ,o io, 'S~'eySD~i A~~y+~,a~~8 ~ ro~
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3 W APPROVAL SIGNATURE
448
454 Y Z
~ ~ Z REVIEW CERTIFICATION BY TBB TOWN 08 APEX Q Q
446 ~ CONS UCT TREE m ± FU REP SE 4s2 ~ ~
Z~ Thb drnrla[bas bean taakwcd bytie Teen otApa. Astd fo tie bat ~ssy ,Q iorowlcip ui bdief, B eotosss m lie tnsgofreawb eWbSsid f. tic Shodard ~ ~ ~
444 ~ Speel6adod oNYe Tarp of Aps. HowersE•, flit deer trot ooraghute a W
3 .aiaoo e.. >ty ngsdrsab esNaind i:>4 iledssrl, aeM, er led Bede, btw, 450 J speei6atlee•.rsde,arecdW.ee.TiaakreJeFv/Ieosttr.eUrisaskh - Q
w rrrp~leAeaeNins~lap~eaWrpstieae~Y. W =
442 z O 448 ~ x
w
X LOW POINT ST = 1+74 125 440 PVI STA = 1+00 BY: DATE• a' a ~ a
o _ Z w
LO POINT E V = 42 .31 o A.D. = 7.0907 Planniag 1 Zoning CertJ6cadon by the Town of Ape: O Z
436 These drawings have been nviewed by the Apex planting Departnent, std to the best of ~ 3
~ • , PV1 STA = 5+25 my Inowledge and beIIe~ conform to the Master Subdivision /Site Plan which was 444 O the Board of Commissional on • These plans also ~ by t-
HI POINT TA = 3+ .6636 - 436 reflat the relents of the Apex zoaing andlor subdivision ordinance. Any o
PVI S = 3+8 K = .3051 conditions, exeeptions, or variaaas approved by the board of commissiorxrs are nooed Q ~ the plans, 442 nI
Y 190.0 0 VC Z ~ ° 8 e
ao ~ ~ A.D. -1.9107 4~ . n m ~ K = 52.3364 m- By: Date: ~ O " ` O = °b$ss . Planning Director
N } 0] fn 440 w ~m~St °
N 0. RTIFICATION BY WN F APEX FIRE DEPARTMJENT ~ N o < ~ o ~ ~ ~ REVIEW CE TILE TO 0 ~ ~t o ~ a ~ , ~
4~ U w ~ o w o tj II xll ..B o N These drawings have beenreviewed by the Town ofApex Fin Departnem, sad to the ~ • 438 ~ ° N ~ g'~s E s~
best of my knowledge and belief, conforms to the resfuuemeats established wtthtn the 3 00 0 o d O ~ ° ~ ~ m s e o Town's Standard Specifications, Fite Proteaioa Ordinanexs, and the North Carolina Fire 1 ~ :p ~ ~ ~ ~ „ B ~ R
oD > ~ ~ W ~ ~ N ~ ~Sr 430 ~ ~ w ~ Code- Volume V. However, this signature does not constitute a variance from ffiY ~ z_ II W~ p. ~ ~ ; " ~ ~ s ~
°Z c4a m o z~ M W ~ t) nquinments comained within any local code, State or federal law, Specifications, Rules, 436 - > d Z M O E ~ x < or ordinances. The develops/ owner/ engineer/ contactor is coley responsible for iv r. ~ O D- ~ ~ m ~ S ; ffi „,y
~e, ~b o a m a c ~ R3 F aao o N a m meeting dl applicable requinmaus. ~ ~ ~g 8 r
mo N ~ w U o ~ ~ a > a ; ~1$ 3e ~D 0x0 dN• O II m ~ 0 ~ m a ~ ~ y a ~ T,C~ ~ ~ x } Z Z 3«r~ .aA BY. DATE: 434
~q0 0 ~i ~ o ~ m D ao H ~ 6 ~ ~ FIRECHIEF /MARSHAL f n~ Q, ~ W ~UW Z .a ~ r.~
v~i o ~ > j o ~ 3 426 'j ~ NZO ~ ~ (J S ~ O9=~iii«~
~ + N ¢ ° ~ (7 V [o 432 tJ ~ r ~ ~ ~ a s $ Hm o. tnOUDdO ~5$~io,.o
4 ~ Q V~I tp ~ m VI V m~u7
424 z i
~ ` " VER 107 43~'~ ~ `
422 z ' CONNECT TO ~
EXIST. 8" W.L. pROp ~ 428
$ ~ o
420 " o • ~
r ~ I 426
15" RCP- 0% 418 ~
15" RCP-18L ®1.0% ~ ~ TWO 2 - 5'x 1 BARRE CONCRE 424 0 ~S% i
~ BOX CU VERY: 6 LF ®1.0 a SKEW ANGLE = 98.6' rn ~ 0 61~F RCA ~
416 N ® 1t
~ ~ ~ INV. OU =415A4 MINIMUM ~ 639 t 422 F ~ t
12' SEPA ATION ~ ~
414 0 > j RIPRAP LINED ~ FES-2 420 _ INV. OUT=420.1
- -z -
~ ~ - 412 RIPRAP:12'x 8'x 1'
U N 418
410
416 to
408 DATUAf ELEV p 41b 00 vl
w
S ALE: 1"= '(VERY.), "=40' (H IZ.) {U BAN STR ET) rY
406 MM M~ ryN
DATUa( ELEV
405.00
n+nn ~+on
~Dw OI- Q~ W Oro NNj n n M M W c0 O N d d N M M co c0 M O Of rr NM NM O N ON 00 N OMi M M NNj M OR
MM ~ vi N N N N N N N N N N N N N 1* ~ N d N N d d N d N N d N d N d N d N a N to SHEET C-5 r • N N MARK WEAVER LAN EXTENSION
It d d d d d d d d d d d d SCALE: 1"=4'(VERT.), 1"=40' (HORIZ.)
OF 13 g
0+00 1+00 2+00 3+00 4+00 5+00 6+00 N
W

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t fi I~ 1 I'~ •
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V '-r- p ~ G7 ~
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I ~ . 58 0 __a~e 09 _ _ 4,s 6 a~ M ~
T - ~ 18 x 18' IMTii 3 BAFFLES _ oz~oo EZ~ - - - - ata c W r - - _ ' " _ r to ~ ° • ~
_ ~ ~ " TOP OF BANK r J O > = O O ~ 0 M
-----L. _ _ _ - - _ _ - - ' PPRO%IMASE ~ ~ 0 N fp p ~ i~ iSNE IS A Q _ ~ ROPERN ~ 414 \ ~ ~I W Z a m Ot N Z rn N
~ _ _ _ ~ _ _ ~ I _ ~7 Z c ~ _ ~ IAN '0 ~ ~Z~ a~ I lP R N ~ pr17 N ypy~ _ ~ _....J ~ R < qq
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' Y• t^ .r~~ . Yom' . n.+~^' az 3~ (rlX7 N
~ - - - _ - - SETBACK , r ~ 5 PA • ~ a o RIP IAN W
_ . _ , 1 p BUILD . . ~ Z E
_ _ - . , , ~ly~iT 'CRAP ~ / , , . • ~„T 6ENNCE TRAP 1 RIPARIAN AREA - Q •
~ / , . • • TYPE A . I a . , ~ WlTli 3 BAFFl.ES ~ - \ ~ III
. 2 / ~ LEVEL SPREADER ELEV ILDING S1Z~~~T • / •420.00 (SEE DETAIL) \ ~ •
•RIP AP- INED ~ ` ~ ZONE ~.•r,_ ~ O TROL TOPSOIL ~ • SEGMENT TRAP J
R L o / TT "V" DITCH: STD. 888.0 ~ ` / Z E 1a TEMPORARY ERt~ION CON • . ~ l3 ~ ~ BERM AND DIVERSION DITCH • , , . / \ r TYPE "A" SILT FENCE TRAP (n
52 Lf o / Eh ~ CO ~ = O • ' ' / Y • N 20 x 20' WI1H 3 BAFFLES ~ ~ ~ Q
' n ppts421,00 A SARI 1/ o p1~R51 416,4 ~i • / U ,
• AN A~'A toQ ~ 'a AREA • • • • , I ~ alas 41x.5 o RIPARIAN . J _ ~ < 418 ~ ~ In ^
0 1s.1 ' ' li W ° I`
~ o:o 0 0: ~E'~'~ ~ z•o
' CRETE'" • ~ ' v" swALE D R ~ Z N J y `"rn ~ ~ N
N T E E 13 LF ®3.85% ° S PHASE) RIPRAP VELOCITY- D
CONTROL• t2'x8'xt A ` ° O • bbp ~ N ~ T~~i n ~ ~ FF 427.5 9 . ,2'Xa~x,' RIP-RAP ~ ~
M o .a . e r - ounET ~ ~ ~ a~ ,L8 ~ M \
00 ~ ° NOTE: M .o- ~ ' ° I' ~ ~ m ~ `~x4
TOTAL CLEARING OF SILT N o ~ ~ r O
W FENCE TRAP AREAS IS ,NQj m ~ ' ° • 6M~ "~o 420 " ~ INV 420•, ` / / I ~ r
~ 15" CP NECESSARY FOR INSTALLATION. •v / ~
NO EXCAVATION IS NEEDED AND I ~ i I' - v ~ I; k
ONLY BRUSH WHICH WOULD z ' ~ A. /
IMPEDE CLEANING OF TRAP N ~ U ~ 422 Z
SHOULD BE REMOVED. ° ' ° 4 \ o k ~ ~
~ D ° ~ ~ > n . a. \ 1 ~ ' W a~ ~ ~
~ > ~ ~ ~ f ~ - t~. a -a Z 'I tt 424 ~
~ , 'a f i I: •e = /
N 1 ~ ~ \ / W - 01
a v 's Q / ~ ~ Y > ~ Q
~ ~ ~ ,;a r ` ''d 8.6 3 ~ ~ 3 ~ a • ~ /a2s / - ° /
4 d' /
~ / r__? / .a. a 4• ° 1 V
~•.ea. / L a' ~ . 4 ~ ° ' d BLOCK K GRAVEL. A . Y • • / . ~ t e ' 4 ' 'a 7 <6 • " . C • INLET PROTECTION ~ / ~ ib
' e. a. Q .1' a a,.e ~ ° '°d ~ e ed d I . e ~ e4 a.. •4, ~ ' • ~ X302 ~ ~ CB+1 d V ~
. , / I/!
a. ~ ~ / REO o - - - - - ~ O ~ ~ 00 ^ ~ ~ ~ t / f'
~ 10' CLASS • / ~ \ 'C' BUFFER II / ~ 18" 8 ACK OAK ~ ~ n 428 {.i. ~ / 8" RE AD Z
\ / / I V / I, I / WCR X O
~ I I) 1 00 / I / ® / ® V
N / / 1 / / Y W / U •
~ WCR ~ / / ~ ~ ~ < I Z
~ 24" CONCRETE / / / o ` FLUME / / / / ~ ~ O i ~ Z •
- I / / ! / o C/L 24' DRIVEWAY N / /
/ / / li` / C/L 24 DRIVEWAY I , ? TURNOUT: STA Q+74 Z ~ ~ 9 wcR ~ ~ _ - W
TURNOUT ®STA 0+84 I ~ / U) WCR ~ ~ / / /r i m
/ / / / / ~ ~ ~ ~ _ 430 I I ~ ~ M I --I
/ / / / fl / / / I/ 41 ~ W I/ I / O I
/ ' / / i N ; .
/ ( / / 1~ , L I; L J ~
~ \ - II / I ~ - - - I. ~ Y ~ ~ CO GRA Q < ~ ~ CON C110N EXIT W
J 4 / ~ o r
~ o / / ~ ~ Z
to 4 ~ - m ? / U / ~ T Z i
ti ~ ~ 12" PINE "d i i • 30 BUILDING SETBACK
~1 10' BUILDING SETBACK < / L r o. •
• • ~ ~ ~ ~ SETBACK ir)
/ / ~ - / ~ r../"~~ i ._._-~._-,SPARKING s ° ~ c / ~ 432 m`~=M m O pi
S~y}r ~y ° ~ ~ C ° o / tRr7. GllEd~ - ~ ~ ~ ~ ~ ~ O m is ° O
sv ~ m i e,
7 / / ~ ~ / ~ 1 "PINE 12" PINE ~ \1 ; ~ ~ 8 ~ ~ / ~ ~ TxF 434 ~ 8
> N 2 417 : \ _ - T>~ i / 8"PINE 1 3 ~ / 1 ~ _ O °'~i;~3~~ _ o°
~9 / 0. ~ / f0 (n r ~ 5.4 ~
/ / / 232.50 ~Q W Q o. ~ ~ a~~~s~
`~Q ~ Q / / ~ ~ 3" P.6AK / / I N ~ ~
~ / II rn C O mgw~~d
/ ~ II ~ / ~ V ~ ` \ / 1 ~ ~ , , 8" .OAK c }mNZZ 3..~r em b. 8" .OAK - _ - ~ T m 8 ~ F- t9 g4„~~
/ 1 1 I 1 / ~ WW Y W ovs~oo~
/ / I ))1 ' /
~ / ~ ~ 424 / ~ N D o a o~=~~a~g 424 "7` . - EXISTING 2 CONTOUR \
/ / ~ ~ J/ ` / ~ \
- / / ~ \ / GRAVEL / , / ~ / PROPOSED 2' CONTOUR \
I AT~ISTRUC110N E>OT / / / / ~ ~ ~ APPROVAL S GN I ~ / / ~ / \ / +a2s.oo SPOT GRADE \
t ~ \ \ ~ / / i \ \ Q
I ~ EROSION CONTROL SEQUENCE \ I / i ~ ,PROPOSED 24" CONCRETE FLUME \
0 OF AP X ~ ~ ~ ~ ~ e from trackin mud and REV[EwCERTIFICATIONBYTBET VVN E Erasion prevention measures include: a gca6el construction exit to prevent cor~+stfuctlan vehicl s 9 „ \ PROPOSED 5 CONCRETE V" SWALE \
debris from the site; a temporary segl2ment fence to detain and clarify sedimertt•1ade~li runoff; silt fence sediment traps ThbdrawinghasbeatreviewedbytheTownotApex.Andtothebatofmy ~ with baffles; temporary diversions dnd block and gravel inlet protection.
knowledge and belief, it conforms to the requrementa atabliahed in the Standard + ~ J PROPOSED CURB INLET AND STORM PIPE ~
S ecfiiadom of the Town otA ex, I{owever this afore doa not rnmdtute a ~ p p ~ ~ ( 1. Install tree protection f cing. variance from arty regnirementa contained is atry federtil, able, or loaf code, law, I \ ~ - ~ 3
apecifiadon, rnie, or ordlntmce. The developer! engineer! contnctor is solely 2. Obtain all necessary paFmits and approvals trom the Town of Apex, Wake County, the State of North Carolina, ~ W to F AND RIP-RAP OUTLET ~ ~ S ~ PROPOSED ES
rapomible for meedng all appiiable requirements. I and any other appiicafdle municipal agencies. The approvals must be obtained before any disturbance begins w z ~ o: W w ~ ~ N
so that work will n be interru fed due to lack of a roved Ions. + 4't P AP P / ~oz
~ ~ . ~ 3. Schedule and hold reconstruction conference with the En irteer or Owner's Representative, Tawn of Apex BY: DATE. / I P g PROPOSED TREE CLEARING LIMIT ~ o ~
~ h~r ro riot ersons. ~ offacials, and of a app p e p Xon. a ~ z
' lZonin Cerdfiadoo theTowaotA x ~ ~ 4. Install the GRAVEL CONSTRUCTION EXIT. Clear only areas required to install silt fence, silt fence traps ~'YV Pktnnwg g by Pe ~ EXISTING TREE LINE o I- <oF
~ + ~ and diversions. > O ~ V ~ W
These dmwi have been nviewed fife A x Tannin ent, and to the best of ~ > ngs by ix P 8 ~ ~ myltnowledgeandbelie>»conformtodteMasterSubdivisionlSitePlanwhichwas 5. Install the silt fence traps and diversions before any grading activity begins f- ~ o ~ EXISTING TREE OVER 8 TO REMAIN
approved by the Board of Commissioners on . These plain also ~ ) ~ N z (WITH TREE PROTECTION AREA) ~ o 0
refiectthe uiremeatsoftheA exmningand/orsubdivisionordinance.Any / / 6. Clear and grade the remainder of the site keeping aII runoff from cleared areas directed to sediment traps. ~p reQ P conditions, exeeptions, or variances approved by the board of camnissionets ate Wooed / / ~ ~f ~ U W
on thepians. / / 1. Inspect and maintain all erosion control devices after every rain and at least once per week. Maintenance ~ ~ 07 r N ~ 0~ ° o
/ / instructions are shown on the EAOS70N CONTROL DETAIL SHEET. Keep mud and debris oft the streets ~ ~ BY~ Date: / at all times. If mud or debris is tracked from the site, use a shovel and broom to remove it immediately. IF ~ Ln PROPOSED TREE OVER 8 TO BE REMOVED q~ ~ q o 0
Plarming Direaor / / MUD AND DEBRIS ARE NOT KEPT OFF THE STREET, ENFORCEMENT ACTION (REVOKING THE N ~ _ ~ ~ PROPOSED TREE PROTECTION FENCE AND LIMIT OF DISTURBA ~ ~ ~ ~ °
I GRADING PERMIT AND OA A STOP Wt7RK ORDER MAY BE TAKEN! TxF REVIEW CERTD?ICATION BY THE TOWN OF APEX FIRE DEPARTMENT / ~ ~ TxF TkF- ~ f w .
~ ~ 8. Immediately after grading is completed, place curb and gutter end stone in areas to be paved and install storm N ~ N M
?hesedrawingshavebeenreviewedbytheTownofApexFireDepartmem,andtothe drainage. Stabilize the areas without paving or building using TEMPORARY VEGETATION or bat of my knowledge and belief, confomu to the regttttements established within the PROPOSED TEMPORARY SEDIMENT BASIN
Town's Standard S 'fications, Fire Protection Ordinariczs, and the North Carolina Fue PERMANENT VEGETATION, depending on the season. F~
Code -Volume V. However, this signature does not constitute a variance from any requirements contained within say local code, State or federal law, Specifications, Rules, 10. Permanently stabilize the site.
~ ~nnnne+rn rrueno~ev cuT ee?~~e
or ordinances. The developer/ owner/ engineer/ contractor is soiey responsioic for I 5F ~ rRVrwCU i[mr~nnnaai ru~~c SCALE IN FEET SHEET C-6
meetingagapplicabterequirements. 11. Do not remove temporary erosion control devices until all construction is completed, the site is permanently stabilized, and when approved to do so by the Erosion Control Officer. Remove and properly dispose of all
DATE: accumulated sediment and the debris from the devices, and stabilize the locations. _ BY: PROPOSED TEMPORARY TOPSOIL BERM & DIVERSION DITCH ~
FIRE CHIEF / MARSHAL 12. Arrange a final inspection with the erosion control inspector to confirm that all the requirements of the PROTECTION 00 20 10 0 20 40 OF 3 8 BLOCK AND GRAVEL INLET n
approved erosion control plan have been completed. 0
W

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Develo ment Information _ P
Z
i. Owner: W.Chylk ~
Z A General Par*^ership W
2. Contract Purchaser: Apex Hospitality Group, LLC: ~
Tarun Patel, President U
3. Existin Zonin SC
9 9 k 4. Area of Tract: 2.226~'acres
5. Existing Building: None
6. Proposed Building: 9,~°~ SF per floor; 4 story; J
3a, 320 sF
7. Proposed Use: Express Hotel, 64 rooms X
k' Re aired= 64 = w 8. Par zng Spaces 4 a
Provided= 2 Handica Q P
75 re ular o 9
77 Total Z
f ~ 9. Proposed Impervious Surface: 0.968 Acres or 43.5 0 0
lot area.
10. Dimensional Requirements:
Building Setack Buffer
' i Class C ~£~r~ North 50 0 , ~
C ~m~eL .g East 30 10 ,Class 7S~a.,
I I 1 ~~a 8 South 50 and 30 10 , CIass C
I I ~ ~B$ ~ West 30 15 , CIass B N a- t: s~
W O ~gko3&a 0
a m t°n ~ ~$~g 11. Town Services Requested: Water, Sanitary Sewer and ~ a o ~ oE~ao.~~
a z ~,r°0io ''o$gx Electricity o o a p, ~ m ~o~
. ~ ~ ~ ~ 12. Electrical Load Requirement. 1185 Amp; 208 volt, ~ } ~ . a~$=;~
O m O O G 0 o8ra
three phase; 4 wire Z o z z ~s''~
13. Parcel ID Number. 0741.11 75 3996.0007 S v z s ~r~~~ 09" p..
< w ~ < b~--~~~
~o Notes.
1. All spaces are 9'X18', execpt handicap spaces which are van accessible.
APPROVAL SIGNATURE IATURE 2. A11 sidewalks are 5' wide exec t at front door where wider. P
. REVtEw CERTIFICATIOr w CER FI ATION BY TIC TOWN OF APEX 28 2000
'JAN
Thin drawig 6aa been reviewed by fhe To knowledge and belief, it anforms to the n n reviewed by the Town of Apex. And to the beat otmy it conforms to the requirements established in the Standard Associates, InC.
Sptcifiationa of the Town otApex. Hower • town of However, this signature dos not constitute a pilliip POSt & gairemenb contained in airy fedend, state, or loaf code, law,
rArianco from amy regmiremenb contained • apeafiation, rn or ea a ev ordimmea The developer /engineer! contractor b wkly
t+aponsible for meeting aU appliable regn erg all appliable regniremeata.
• ENGINEER'S NOTE & CERTIFI%ATION:
• DATE:
BY: v m nts shall be constructed in accordance with the following 1. These impro e e
Planning t Zoning Cerdfia doglZoningCertifiadonbytheTownofApex drawin s and with the Standard Specifications of the Town of Apex.
g
These drawings have bem reviewed by the A . myknowledge and beliefs conform to the Ma em reviewed by the Apex plamling Deperanent, and to the best of iel,conformtotheMasterSubdivisionlSiuFianwhichwas 2. I Phili N. Post PE, certify that the Standard Specifications of the
~ approved by the Board of Commissioners on of Commissioners on • These Tans also ~ P '
retlectthe resirnirements of the Apex zoning ~ or subdivisionordinance. p Town of A ex have been thoroU hI checked and found to be applicable is of the Apex zoning aad/ ~Y P g y ,or variancesapprovedbytheboazdofcommissioaersannoted to this ro "ect. All exceptions to the applicable Town Standards have
~ comdiflons, exeeptions, or variances appmvec on the plans. P 1
been reviousI a roved by the Town of Apex and said exceptions are P Y PP to Date:
By: Planning Director shown on Sheet s) ~,o~~ of these drawings. Z g D:ruxor ~ O
REV[EW CERTIFICATION SY THE Td 'ATION SY THE TOWN OF APEX FIRE DEPARTMENT j f~ ; ~ ~ >
These drawings have been reviewed by the T~ eenreviewedbtheTownofe,~.FireD~i~m~ntandtothe sti° ~,°T,~t'E~`„ By: Phlll N. POSt , PE
best of my knowledge and belief, conforms u and belief, COnf0Im510 file regnlfemdl4S established w[dlllt Ehe ~'t''~ - " ..y....
Town's Standard Specifications, Fire Prated ifications, Fire Protection Ordinances, and the North Carolina Fire U- SEAL
Code - Volume V. However, this signature d Never, this signature does not constitute a variance from any 6U'A t r Date: within any local code, State or federal law, Specifications, Rules, J g
C-7 requirements contained within any local code or ordinances. The developer/ owner/ engines 9635 eloper/ owned engineer/ contractor is soley responsible for
meeting all applicable requirements. requirements, ~p'~,'al2~~ bpS SHEET C-COVER
DATE :
C-8 SITE DETAILS BY: FIRE CHIEF 1 MARSHAL AMHAL
u OF 13 $

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IS App(t07oMATE TOP OF BANK ~ W 0 _ N (0 p ~ t~ o ~ ~e PROPERTY UNE ~ ~ Z Q. tq ~ N Z C.N.
Q _ ~ 28 _ - S E z 46 _z~ a I v 45 28 ~ RIAN -o (gq OC o M N a, S , ~ RIP cn
_ _ p 0 , - - oW 7 NE D O Watn ~U~•~ ~o~ - ~ rn ~ 1 X1 ~1
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1 fin.. „ ..rte -w • N ~ m t~l a _ ,D ~
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• _ ~ ' ` ~ 1 ILDING SETBACK , , • ~ ' • a o RIP lAN W Z E
1 RIPARIAN AREA • ' - Q '
' ° 5P ~ ' ~ SETBACK ~ ~ • • 30 BUILDING N • ~~G • ' • U . ~ 0.. . • -
• E~~y ~ ZONE
' ZONE ~ 20'x20' DUMPSTER PAD • = O V1
WITH Y HIGH WOODEN FENCE • AND TWO 2 7' HIGH WOODEN GATES cn • Y N a. a. ~ Q
' • , R PgRIAN (CONSTRUCT Q AND FOUR (4) fi S1EEL BOLLARDS . - U
•`A THIS PHASE AREA , . • ' • ( ~ ~ RIPARIAN w ~ ~ Ln
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NCDOT TYPE III BARRICADE 2 r- z ' CONSTRUCT TNIS PHASE > ~ ~ . ~ m a • (n ~r a~, ~ ~
PAY-IN-tI ~ ~ N D ~ ~ ~ • • BOC FUTURE PH _.~_?•_p w . J In k `.i tJ ~ W A
ri ~ D'. •~''.r' 7 ; ~Uj M ~
STA 1+89 c w fX ° . , CONSTRUCT = 20' ~ • O ~ ' ~y 6y~` ~ ~ M ,,f~ c
THIS ~ ~ • . ~ . ~ ~
PHASE W~ N . 3 m ~~1d~ . ,o p~,
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Q U N ~XOm ~ T ° ~ ~ m rn f m ~ (n o R _ ~ ~ ~ ~C/L 24' DRIVEWAY
FUTURE ACCESS POIN - - I e ~ z y ~ z D ~ 1 m ~ o < z ~ m ~ TURNOUT; STA 0+74 Z
4' RIVEWAY ~ ~ o m D C/L 2 D I Trs r~'t ~ rn g W WCR ,z Z
TURNOUT ®STA 0+84 ~ 11 v B spaces z to 11 spaces ~ m _ - - - - - - - - Q
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• 5' PARKING SETBACK ~
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,g 56 ~ EXISTING 20' SANI ARY SEWER EASEMENT o > » 15' CLASS 'B' BUFFER F Ei „a .yi s N a ~sE~S
N 241727 W~;• x.99 ~ 00.00' 2 180.03 _ o a;a-a - ~ a @s~~t~::
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~ < W 1- < $6 `~R~ ~ < ~ ~ ~S~~o~~
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APPRO AL SIGNATURE Q
II F~Cf~
REVIEW CERTIFICATION BY THE TOWN OF APEX
This drawing fins been reviewed by the Town of Apes Aad to tha bat of my 15' CLASS 'B' BUFFER TOWN OF APEX LANDSCAPE BUFFER AREA lmowicdge and belief, it conforms to the regnirementa ad,blished in the Shndard
Specifications of the Town of Apes However, this aigoatort dos not constitute a W
variance from any regairementa contained in any federal, aatq or Wcal node, hw, _ . specification, role, or oedinance. The developer t engineer! contnclor a solely
tef a Gable airemwta. - - - - A SETBACK FROM BUFFER Deve21 raponsib ormeedngAll pp req 5 P RKING Develo ment Information w P ~ w
5' PARKING SETBACK 1, D~ 1. Owner: W.ChyIk ~ N
• ' - ' ' 10' BUILDING SETBACK FROM BUFFER 10 BUILDING SETBACK 2. Col A General Partnership ~ z ser: ex Hos italit Group, LLC: Tarun Paster, President ~ g 2. Contract Purcha Ap P Y J x a
BY: DATE: 3. Ex. 3. Existing Zoning: SC w
~ L CHAIR RAMP 4• ~ 4. Area of Tract: 2.226 acres Q a z ~ a o 5. Existing Building: None F
Plannin !Zonis Certification by the Town of Ape: ' d' 3 PROPOSED W41EE 5. Ex: g $ 6. Pry 6. Pro osed Building: 9,580 SF per floor; 4 story; 38,320 SF ~ of ~ P
These drawls have been dewed by the Apex planning Deparanent, and to the best of WCR 7. Pr Bs 7. Proposed Use: Express Hotel, 64 rooms
mylmowledge and belief, conform to the Master Subdivision! Site Plan which was 8. Pay approved by the Board of Commissioners on .These plans also PROPOSED STRUCTURAL RETAINING WALL ~ 8. Parking Spaces: Required= 84 t0 z Provided= 2 Handicap ~ ~ U
reflect the nquinmeau of the Apex zoning andlor subdivision ordinance. Any o o (WITH FENCE OR RAILING) ~ N 75 regular 77 Total ~ of
conditions, exeepdons, or vadaaas approved by the board of coromissioners are aotcd O on the plans, D PROP05ED REFUSE OUMPSTER Q 9. Pr 9. Proposed Impervious Surface: 0.968 Acres or 43.5 of lot area. Q U) ~
~ ~ iD. D 10. Dimensional Requirements: 0~ p o
By: Date: o o ° Plamring Director N ~ North Building Setback Buffer ~ to O North 50 10 , Class C 5
R PROPOSED RECYCLE DUMPSTER CO East East 30' 10', Class C ~ ~ ~ N
REVIEW CERTIFICATION BY THE TOWN OF APEX FIRE DEPARTMENT South South 50' and 30' 10 , Class C N
wn f A Fin aad to the (n West These drawings have been reviewed by the To o pex Deparunem, West 30' 15', Class B and Alternative Class B
i~.cr ~f,..~ Lw,..utoAn. a°d 1Mliof rnnFn~mc fn fhe rrenireroeett established withie the n n ? n T T T!Y ct h A T 11 n..........«ea• wn+nn canitnrv .Couwr and Flprtririty
Town's Standard Specifications, F re Protection Ordinances, and the North Carolina Fire II. IUWJJ JCI"YltiCO n6f,uGOLU.- , ~••r i 12. Electrical Load Requirement: 1185 Amp; 208 volt; three phase; 4 wire W
Code - Volume V. However, this signature does not constitute a variance from any 12. E
requirements contained within any local code, State or federal law, Specifications, Rules, 20 o 10 20 40 so I -A or ordinances. The developer/ owner/ engineer/ contractor is soley responsible for z
Notes meeting all applicable requirements. i 1. Al Notes: SHEET C-1 1. All spaces are 9'X18', execpt handicap spaces which are van accessible.
BY: DATE: ( IN FEET) 2. Al 2. All sidewalks are 5' wide, execpt at front door when wider.
FIRE CHIEF / MARSHAL 1 inch = 20 ft. 09 OF J t3 S
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FUTURE PHASE - - r , • ' • . • v
2 ~ 1 ~ 'PARKING SETBACK • r,•.,• . • . Ip IAN W • ao R
, • ' lNG SETBACK , • ~ . Z E
W Ply . ~ RIPARIAN AREA Q .
TWO (2}- 5'x 12' SINGL ARftEL. ~ < P~\ ' ' Q ° ~ . • ILDING SETBACK CONCRETE BO CULVERT : 65LF ®1.0~ ~ G0 . d.
WING WALLS 45' ~~0 . • - E- O • J
INV. IN=414.6 " " "RIP(jAP-LINED ~
INV. OUT=414.04 V DITCH: STD. 868.0 ° Z 52 LF , • . • ' ' 2 O^ V'~
• M • . RIPARI (CONSTRUCT o • . . ' Y LL Y.. ~ Q .
AN AREA THIS REA • • I PHASE) D?P S. RIPARIAN A, • • Q•U `t
PROPOSED 2" BLOWOFF S. SERVICE ASSEMBLY STD. 6.06 • `~~'""SS SS gg8 DIP S'~--'--"-SS • W ~ ' rr Y ~
(STA +07) 0 -~'~'-gg . ' • • CU ® 0 Q Co . N ' o a N ~ Z•~
PROPOSED 8 .V. ONCRET~ °
THRUST COLLAR STD 6.1 I~ "V" SWALE ~ R ) N T TYPE IM BARRICADE Z OO -•I ~ ~ Y bOp JN ~a
SIRUCT 1HIS PHASE) ~ W 13 LF ®3.85% ° PAY-IN-LI RIPRAP VELOCITY y n .
~ ~ CONTROL: 12'x6'x1' a ~ W p• 7. 5 ~ 1 'x8'x1' RIP-RAP '4>':~ FF 42 9 . 2 I ~ OUTLET ''`t ~ ~ ~ ~ ~
to 'wn eo =E,3 `a,~ w ~ ~ ~ ~
STA 1+89 . ~ M w u' : CONSTRUCT ~ ~ I ` z ~ M ~ s ~ .r
THIS ~ 3 , ~ W Z ~ ~ PHASE I a „h _ • INV=420.1
om -p ~ N ~ ` 15" CP w y , fES-2 f~~
a . , y '0 a W I ~ N ~ 6" DOUBLE CHECK VALVE BACKFLOW PREVENTER
~ I m ~ _ o. ~ ° ~ Z F ~ 4. ~ M (WATTS 709 OR FEBCO 605YD) TO BE LOCATED IN ' FIRE PROTECTION MECHANICAL ROOM
~ ~ R U 4' ' A Z
tL ~ W V1 m ~ a J
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~ ~ ~ ~ d (7 ° U ~ z D: ~
- lu ~ PROP PROP OU
\ ~ ELEC' \ METE EIEC ? METER ~ w
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" ~ PROPOSED \ \ "a f \ PROPO~ED ,a TOWN OF 'OSED FIRE DEPT. •'d ~ LOWOFF 3 I OF T 4 "SIAMESE" \Q PROPOSED 2 B
\ GAS MEIER 3 gpEX p.ECT,J \ ~ PROPOSED 2" METER VAULT, TRANSFORMER ;ELECT ~ e • ' ' ~ • CONNECTION ~ ~ ~ ASSEMBLY STD. 6.06
~ YOKE & METER. STD. 6.04 ISFORMER ~ • ° . ° ~j STA 1+18 • • \ PROPOSED TRHUST ~ d.• ~
~ \ IN 10' WIDE ESMT. ` • ' a ,e' 4• ~ COLLAR (STD 6.12) a' b 4'..'a a .J • d °°'1 V
'.ad r e < X430.2'•. •43D.2 d. • ' . • a . , . CBOT Z
F Q a e~ ~ ° U n 'a; 4 a a d • a d. a• \ W
a • • • , ~f RED OAKS O I e' iii A
• _ ~ 10' C ss I I Z 18" B CK OAK d ii f.i~
tn~ 'C'B R • ~ " RE AD
a~ PRO ED T NDARD W wcR X
00 FIRE R N X11 STD. 6.07 ------------1 - - - 8x8 TEE - a J ~j o 2-8" G.V.
U m ~ 3 ~ mDNm~ PROPOSED 8x8 TEE WCR ~ ~ ~ tDlf m ~ D ONp Q ~ ~ ~ f- PROPOSED fUTURE ACCESS POINT
AND 8"G.V. (1 EACH) Q U 24" CONCRETE m x~ m N N s c.v.
FUTURE ACCESS POINT ~ ~ m FLUME pROPOSED 8"DIP ~pTERLINE m O ~ 'D - W w w w w W W _ W W z 6x6 E . W w W W ~ w C/L 24' DRIVEWAY
C/l 24' DRIVEWAY I ~ ~ ~ PROPOSED 2" TAPPING SADDLE /G E--e/G z~/G ~--•--{1/G /G TURNOUT: STA 0+74.28 Z o W WCR
TURNOUT ®STA 0+84 WCR w I l~ z ~ GA$ moo----=Pty GA6--~-~G GA6-- Z ~ ~
- rn-- o: ~ - - - Q - J ~ -
/ I a • PROPOSED STANDARD ~ 2 METER VAULT & YOKE
- 3 FIRE HYDRANT ~2 ~ ~ W STD. 6.04 IN 10' x 10' EASEMENT STD. 6.07 ~ K '
I- a I 0 2" o / w ~ ~ ~ _J w Q a.
2" METER VAULT , • CU ~ PROPOSED L J Qm Q a
& YOKE-STD, 6.04 L - 0 2 TAPPING _ - - - _ - - - - i 1 AS MENT w (SADDLE • IN Ox OE E o - - ~ - - - T • m ~ ~ ~ I PROPOSED 2" TAPPING SADDLE ~
a - - kF- W• I v m Z
~ 40 . a - - - - - - - - - - - - - - • ~ Y C « ~i ~ Z ~ v ~
C r" . f~,~ 7t D 12" PINE \ i 30 BUILDING SETBACK Y Q ~
EX. M uyi ~ J ~ Q • r~ _ , _ 10 BUILDING SETBACK a ~
RIM T I 426.0 - - • ~ 5 PARKING SETBACK a
n°. • ~ ~ ° ~ u
ADJUST EXIST. MH T7~ t~S GAL 1(fi S - vi EXISTING 8"PLUG ° v I's ° s
RIM TO 427.7 TAf ~ BECJN WATER UNE ~ ~ ~ 0 5 • m' ° TR TI e ° n
e , EXISTING 20' SAKI ARY SEVER EASEMENT 12" PINE ~ CONS UC ON ~ s 5 0 ~ < 1 "PINE a P , T>~-- $ +a
N affi 'a~E~~ 8" PINE ~Jt? _a ~ m pp
ADJUST 4 d n~~ ~ G~r gOyL
(EX. MH RIM TO l~ Q t7 IN o.4a \Q a 0
427.2 ~j ~i ~ 3" P.OAK Q ~ ° Q 3 d rn~ m r1pN. ~.s"<
EXISTING 8"PLUG ° O OO EXISTING 20' SANITARY SEMiER EASEMENT ~ N ~ ~ 01 ~ ~ L r "o ~ xll tD N Z Z 5s°$ma
BEGIN WATER LINE CONSTRUC110N ~ > > OAK
c~ , AK ~t H' ~ Pc `6o..a V Z .s.e.s _r.Yt ~ Y S oo~
~ . FlRE HYDRANT ~1 < W ~ ~ ~ 5 a ~p ~ ~ ~
z I F N V _ < 0~. O ~5 u8to g~i VIOUO
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APPROVAL SIGNATURE .SIGNATURE
• REVIEW CERTIFI( W CERTIFICATION BY THE OF Q
i Thin d,•awwing has ban reviewed tr knowledge and 6elie& it conforma has been reviewed by fhe Town of Apex. And to the bed of my d belief, it conforma to the regnhrmata atabliss6ed io the Standard
Specifications of the Town otApcr of the Town otApcx.However, this ai~oatttre don amt coaat~te a
vtritmce from aoy req~rr+emments « I any regldr+emments contained in any fedetai,~ date, or Beal code, hw, rule, or ordinance. The deveoper! mgmar! contactor is sohdy
I F~r.FN,,~D apecificaNon, rnle, or ordin~mce. T reaponaible Por mating all appiica ~r mating all applicable regnircmeab. 3 W
a PROPOSED ROOF LEADER DOWNSPOUT 5 W
' ~ 2"CU SVC W M PROPOSED WATER SERVICE AND WATER METER lY
-'0 BY: DATE: ~ vWi i ~ z
GAS PROPOSED UNDERGROUND GAS SERVICE U/G J ~g
CTRIC SERVICE phmnmgl7Amng ---~/G E PROPOSED UNDERGROUND ELE planning! ZoningCerdlicatlon by the Town of Apes a w
W Theme drawings have beennviewed been reviewed b the A Tannin eat, and to the bat of ; a z a ,shave Y P~ P g Q O
z T PROPOSED ELECTRIC TRANSFORMER ~ my knowledge and belied conform u approved by du Board of Commissii ail belief, conform to the Master Subdivision! Site Plan vrhidt Was c ~ ~ u Board of Commissioners on . Thee plem also io
a . I CU? PROPOSED A/C CONDENSING UNIT refluxttrrequirertentsoftheApex 3 'vision ordittautx. ~ \ ldnertetrts of the Apex zoning nndlor subdt ~Y
a conditions, exeepdons, or variances ; ;epdons, or variances approved by the board of commissiottets ah noted Z N \Z W ~ U
o . ~ ~6"DIP S.S. SVC PROPOSED SANITARY SEYVER SERVICE antheplans.
~ By: z• Date• CD Plmming Director N ~
F F PROPOSED FlRE LINE CONNECTION plmm"'gD'rect°r
W PROPOSED WATER MAIN EXTENSION REVIEW CERTIFICATION BY' I --g'-- W EPARTMENT Z o RTIFICATION BY THE TOWN OF APEX FIRE D ~ \ N O
~ have been reviewed by she Town of Apex Fire Departmem, and ro the 5
PROPOSED FlRE HYDRANT Tl'esedtawmgslmvebe«tre"awed W best of my knowledge and belied crn 6 DP Town's Standard Specifications, Fin iWlOd 8nd baltCf,ConfOtII1S t0 the n9utrements estabGSlkd widlin the lil tV ~ ~ rd Specifications, Fire Protection Ordirtamca, and the North Carolina Fire
• Code -Volume V. However, this sii ~e V. However, this signature don not constitute a variance from any
requirements comtaimed withim any k :ontained withim any local code, State or federal law, Specifications. Rules, The developer/ owned emgincer! contractor is soley respotlsibfe for
' GRAPHIC SCALE orordioances.Theaeveloper/own« meeting all applicable requirements. pGcable requirements. 1, jJ
• I
/ ZV V IV cV BY DATE: ,I-,' SHEET C-3
FIRE CHIEF / MARSHAL OF / MARSHAL
W w w o
15 IN FEET) a OF 13
I inch = 20 ft. s
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RIPgR1gN (CONSTRUCT AR~p THIS PHASE) REA 0. 0. ~ Q
RIPARIAN A
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2 00 ~ ~ D , ~ R N T T1PE IR BARRICADE W , STRUCT THIS PHASES ;d . ~N ~ ~6p
PAY-IN-LI BOC FUTURE PH a S _0`',4 fj '9 c 9,P
0- --C~-? d ~ ~ ? p:' ~ ~~f~k ~N ~ ~ ~
STA t+88 rA ~ ? • . ~ 4 + CONSTRUCT i fN tY ~ L,9 ~ ~ ~ ~ i a? ~
p THIS ~ ~ + • ~~''ad z
PHASE a zz_~ ? . to W.~' ~
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~ I 11, i~, ~ • WCR
. Ix. . 1 00 2 • X I!. $Z
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~ S11 6 S11/16 S11/16 16 ~ S11 / Q
- - i Z C/L 24' DRIVEWAY
C/L 24' DRIVEWAY ~ S9/10 TURNOUT: STA 0+74.28 ~ Z I WCR W
TURNOUT ®STA 0+84 I WCR ' It S11/16 ti+- It
~ II Laa. II _ I I I ~
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+ Q . _ 0 ~ _ + + 0 _ st ~ 4 + + 5/~ 4/ ~p 0 m .
S1 Cl 15 S14 • O °
S14 ~ 1tl:.S Gliht.. 4+ - - - - ~ b ~ m • 1 ~ ~0 0
S18 ' T A3~o$ ° <;9$~
E)USTING 20' SANITARY SEWER EASEMENT ' ~ t ^ aIN ~ t2 15' ASS 'B' UFFE ~ ' g•~ o m E p, ..ao .tS
i . , . St $~.~s °
FF .l Q a G°~ ~p G qor~ t0 N a ~
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QI " Q 3" P.OAK 3 z M o r~
a 0 00 EXISTING 20' SANITARY SEWER EASEMENT N ~ ~ ~ $ ` ~ a
~ SITE PLANTING SCHEDULE B" K II ~ N G Q mZOB$ ~o ZZ s,. a~''S h'&
W W (yVJ sZs .E s..~.
KEY QTY. COMMON/SCIENTIFIC NAME PLANTING SIZE NOTES J ~ ~ 'S i ov:~$«~
S1 4 AUTUMN BLAZE MAPLE 2.5' Caliper B&B, 30' o.c. t~noc~oao~=~%~~$
ACER X FREEMANII 'AUTUMN BLAZE"
52 8 WILLOW OAK 2.5' Caliper 8d8, 30' o.c. APPROVAL SI ATURE 4UERCUS PNELLOS >f ATURE
S3 10 LAUREL OAK 2.5" Caliper BdB, 30' o.c.
QUEACUS LAURIFOLIA "DARLINGTON" S4 1 RIVER BIRCH 1.5° CeIiper B&8 ~ WCER.fIFICA Q
I BETULA NIGRA "HERITAGE' W CEl2TIF1CATI0N BY TAE TO OF
S5 4 NATCHEZ CRAPE MYRTLE 8' Height B&B, 12' o.c. Tblsdraxinghas reviewedbyi LAGERSTROEMIA INDICA X FAURIEI "NATCHEZ' knowledge and b , U conforms to i, reviewed by the Town of Apex. And to the best of my
S8 8 HOPI CRAPE MYRTLE 36' Height Cont., 4' o.C. Spaifiationsof TownoiApex.l b , U conforms to the regnirementa atabtished fo the Sgndard f Town oiApex. However, this sigoatmrc dos vat comtitute a w
LAGERSTROEMIA INOICA "HOPI' variance from any 'meats cos ny 'tt~eats contained in any federal, state, or local code, hw, to
S7 2 LUSTER LEAF HOLLY 48" Height Cont. apeci6cation,rale, rordinance"T6r ILEX LATIFOLIA responsible for m g all applicabl le, r ordinance. The developer 1 eoginar / contactor is solely m g an applicable regniremeata. Q
S8 i5 SKIP LAUR 24' Height Cont., 3.5' o.c. J d
I PRUNUS LAflROCEAASUS "SCHIPKAENSIS" 59 59 NICK'S COMPACT PFITZER JUNIPER 24' Height Cant., 4' o.c. Z O
JUNIPERUS CHINENS75 PFITZERIANA DATE: F U
COMPACTA NICKS
Sf0 60 PARSON'S JUNIPER 18' Spread Cont., 2.5' o.c. JUNI PERUS SO[I4MATA EXPANSA ' PARSONII" ~ ~ Z0°1°g G Wing 1 Zoning Certification by the Town of Apex to z 0
S11 80 DAMMEAI COTONEASTER 18" Spread Cont., 2.5' o.c. Tlxsedrawi ha beenreviewedby la been reviewed by the Apex planning Department, and to the best of v
COTONEASTER DAMMERI "ROYAL BEAUTY" ~ S12 HETZI JAPANESE HOLLY 24" Height Cont., 5' o.c. mylmowledgeaad iet,conformtod rd ief, conform to fire Master Subdivision 1 Site Plan wlridt was i»
I ILEX CRENATA "HETZI" apptovedbythe ofCommissiom of Commissioners on .These plans also LE~E~ ~ of the Apex zoning aadlor subdivision ordinance. Any ~
S13 INDIA HAWTHORN 18" Spread Cont., 3' o.c. ~~~nq ~ oftheApexu RAPHIOLEPIS INDICA conditions, exeeptio or variance apl rtio or variance approved by the board of commissioners ate noxd EXISTING TREE LINE 0
S14 22 WAX MYA71E 48" Hei ht BaB, 5' o.c. on the plans. 9
MYRICA CERIFEAA gy; S15 23 WINGED EWNYMUS 42" Height Cont., 5' o.C. P1 gDirector Date: PROPOSED TREE CLEARING LIMIT
EUONYMUS ALATA g Director ~ Uf Z
S16 4 RED BUD TREE 1.5" Caliper 8&B, 10' o. c. REVIEW CER ATION BY TA ATION BY THE TOWN OF APEX FIRE DEPARTMENT ~ N
I CERCIS CANADENSIS S17 7 SGARLET OAK 2.5' Caliper B88, 30' O. c. Thesedrawiagshav beennviewedby av ban reviewed the Town of A Fire Department, and to the ~ by pax W
QUERCUS COCCINEA best of my knowled and belief, confo ed and belief, conforms to the nquinmems established within the EXISTING TREE TO BE SAVED ~
S18 4 BEECH TREE 2.5" Caliper 8&8, 30' o. c. Town's Standard S ificadons, Pin Pi FAGUS GAAWDIFOLIA Code-Volume V. ver, this signs S ifications, Fin Protection Ordinances, and the North Carolina Fite I, ver, this signature does not constitute a variance firm aay WITH TREE PROTECTION AREA
Sig 3 YUNNAN HONEYSUCKLE 18" Spread Cont. , 2' o. C. requirements can ' within any loca ' within any local code, State or federal law, Specifications, Rules,
LONICERA YUNNANENSIS or ordinances. The d oped owner! a meeting all applicab nquinmrnts. e d oped owner! engineer! contractor is soley responsible for xb requiremrnts. .
I
Cont.= Container
B&B= Balled and Burlapped BY' FIRE CMEF / SHAL _ DATE: SCALE IN FEET SHEET C-4 F/ IARSHAL
o.c.= on-center spacing EXISTING TREE TO BE REMOVED
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, 1243.79' ~ 174.16 120• ~ w g S 65'50'26" ~J
A ~A 147.58' s s I
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o~ REVD~V CERTIFICATION BY T~ TOWN OF APEX Q Q
~ ~ m + FU RE P ASE 452 ~ ~ D'
CONS UCT TREE 7 Thisdrs~ has been revia+red Ey fieTan •f Apo. Atri m tlro bato[my Q Jmonledge and belief, it oseforms to tie rsgoiremeo~ estabilshed to me staaaard
~ I z ~ 11 of the Te?ra of Howet~ thb stare does trot aomtBnoe s ~ ~ ~ ~ ~ ~ W -
444 8 J Y 3 ~ vaisn~ro from sa7'ragdra~b shed ~ feda~al,'state, or loaf code, hw, 450 J J speeiHatioa, stale, or adiosaa. Tie developer! ettgioeer 1 cootndor m solely Q
r for tall ble tdremtats. LL
442 0 448 ~ w
z
B x LOW POINT ST = 1+74 125 DATE' a' Q
440 _ ~ o PVI STA - 1+0 446 Z ~
- LO POINT E EV = 42 .31 Plaaoiog! Zonint; Certlflcatioa by the Town of Ape: O Z
o A.D, = 7.0907 T 438 ~ = PVI STA = 5+25 n These drevrings have been reviewed by the Apex planning Department, and to the best of ~
N ~ lmtnvled aced bell conform to the Master Subdivision I Site Plan which was 444 ~ O mY Be ~ approved by the Board of Coauaissionets on .These plans also ~
- - ~9 HI POINT TA = 3+ 7.6636 - ~ rofieci the eequirattenta of the Apex maiag andlor subdivision ordimnce. Any ~
436 PVI S = 3+8 K = .3051 a a conditions, exeeptions, or variances approved by the board of cornmissiertas are nooed 442 Q on the plans, tV
Y 190.0 0 VC Z p ncaa,~
~ ~ A.D. -1.9107 B 4 ~ K = 52.3364 Date. m By' w o = o h $ 6';~ Planning Director ,~0 w ~ m ffi g ~ s
m ~ r; a }
~ N mN Q A FIItE DEPARTMENT ~ N O o~ g ffi REVIEW CERTIFICATION BY TI;~ TOWN OF APEX d' ~ ° . p II 5S°°' ~
.gyp N ~ = D. O 433 U w ~ ~ = tL N T These drawings have bcennviewed by the Town of Apex Fire Department, andto dte ~ O ~ o ~ N ~ ~ o ° E 438 o aS~„3sa
m ~ J II N I- ~ ~ ~ best of my knowledge and ballot; confotmc ro the requirements establi~eet within the ; ~ o ° F'~ M Q t1 ~ffi°=.°~r.e Town s Standard Specifications, Firo Protection Ordinances, and the North Camltna t.: rn N ~ ~
> ~ v. ~ ~ N t0 T 0o w w C ~ ' s' does not eoostitute a variance from o Z I tY p ~ ~ ~ ffi a 8 a ~ Code-Volume V. However, thrs rgoeture ~Y t- _ I d op r. ° °
~S 430 i w v ? 00 3 v n ~ m o z H W o~ ' eats comained within an loot code, 3tste or federal Iaw, Specifications, Rules, ~ ~ p, z t7 o r~ ` S'" ~ n uuem y ° B .e < q or ordinances. The developed owner/ eugiuca! contractor is coley responsible for r. ~ O 2 rn ~ m ~ ~ y fV ~ O
bE' ,n ao N a m meeting alt applicable requirements. .,I x N X = >"oG0 ~ ~
m Opd 03C ell (n ~ Z Z 5.°.~eya° BY : DATE . 434 ~ ~ o ~ m .e g ~ ~ ~
N~ ~ a_ > o i B o ~ 800 1- U FIRE CHIEF /MARSHAL f o n~ Q• -r z Y V Z .s n n
~ Q ~ + ~ H ,~z0 ~ 3 U W ~ ~ ~~=~v~~
426 ~ N Q O to ,r ~ + ~ 432 ~m p.. NOUCO~.D ~J~S`'o~`~
~ m ~~~w tno maN
a ~ a ~o 424 ~ z i 43~'~ "
~ ~ VER 107 - , +
` CONNECT TO EXIST. 8" W.L. ~
422 z q ~ _ w TFR - 428
- 8 U s
8 420
o ~ ~ 426 +
~ 15" RCP- 0% + +
418 - ~ ~ I 424 0 15.,
15" RCP 18l ®1.0% TWO 2 - 5 x 1 BARRE CONCRE ~ BOX CU VERY: 6 Lf ®1. o SKEW ANGLE = 98.6' 0 61~~, RCp +t
o~ ~ 416 INV. OU =415.00 N ® +
MINIMUM ~ 639 + 422 ~ 9 +
12 SEPA ATION ~ ~ > + FES-2
414 0 420 _ INV. OUT=420.1
j j RIPRAP LINED - -z -
NI - RIPRAP:12'x 8'x 1'
412 m N 418
w
410 416 Z
DAY'UY ELEV O
416 00 ul
408
~M ~ MKj M~ N~
S ALE: 1"= '(VERY.), "=40' (H IZ.) {U BAN STR ET) 406
DA?YIAf ELEV
405.00
_ 0+00 1+00
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nt- Nltj Npj NOV NN OD N N17 NM NM NM NN NN NN N~ to SHEET C-5 MAR WEAVER LANE EXTENSION
~N ~N ~N dN to ,fN tN .fN d N tN t t d d d d t t d d d d d d SCALE: 1"=4'(VERT.), 1"=40' (HORIZ.) 8
OF 13 N
0+00 1+00 2+00 3+00 4+00 5+00 6+00
W

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/ ~ I /r / ' L ~ N I N N
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_ i0P 0i BANK - - ~ J O = CA O ~ O M - ' NE IS APPROXIMATE Q 0 _ N tQ p .D P• ,.r- - ' ROPERTY U t. ~ I~ 414 ~ ~ ~J Z ~ m ~ N Z N N
_ _ Q _ \ -
~ _ _ ~ RiP < (J1 q ~ D J~ Ot~a1 N X01
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~ • T~~ w - - , SED+ME". CE Tom' \ Z E
' / • , ' • A SILT FEN \ 1 RIPARIAN AREA _•y,.• - \
I ~ / • • ,ATM ~ eAFfLFs ' ? / . , • LEVEL SPREADER ELEV ILDING 5~~~ \ ~ • U
. / 420.00 (SEE DETAIL) . ~
_ ~ ~ / ZONE ! F'OR! "RIPfjAP LINED ~ ~ E TEt11 TROL TOP9011 \ , , SEDIMENT TRAP TEMPORARY EROSION CON ~ A V I (I ~
"V" DITCH: STD. 888.0 ~ ` / ~ ii BE _ 52 Lf o / Elm ~ tj BERM AND DIVERSION DITCH • / ~ TYPE "A" SILT FENCE TRAP
• O ~~<42t.00 419.4 p~ i . • - • ~ , Y • N 20 x 20' MATH 3 BAFFLES 0. ~ Q . : / ~ ~ . ~ J < U
. AN ARfA t~ 41x.5 PARIAN AREA • ' I . i 419.6 R, ' - ~ ~ < 416
~ , . 0 19.7 .r.-- l , N o
r - - • ~ . o:o . o e: ~ ~ ~ ~ a~= z ~
~ ~ • CRETE ll. ~ o ' Z U Y ~ ~'+a
• ~ ' V" SWALE D R N T E AAE 13 LF ®3.85% ° ~ ~ N ~ m < ~~,4C 46
S PHASE) RIPRAP VELOCITY D ° o i± Z 0. ~4b ~~cr4 ry, ~ ' iy - O . N bk ~ a 1~v h
CONTROL: 12'x8'xt ' l0 ,b it FF 427. 5 9 , .n 12'x8'x1' RIP-RAP ~ . ~ OUTLET ~ t„~ ~ >n ~ ~
t0 a i ~ 0 d
NOTE: M ~ ~ • e I.
u1 > > TOTAL CLEARING OF SILT ~ h W - INV=420.1 420 ,~//qp/~L
FENCE TRAP AREAS IS ,NCI m U 15" CP \ 1 yi 7A / / FES-2 I ¢ /
NECESSARY FOR INSTALLATION. ; . ~ I v ~
NO EXCAVATION IS NEEDED AND I ~ j' E 1 a - ~
ONLY BRUSH WHICH WOULD z ~a, _ IMPEDE CLEANING OF TRAP - \ ~ 4,..• \ ~ - \ ~
to .Q „ SHOULD BE REMOVED. ~ \ ~ 422 ~j, Z v
°p ° ~ II n •a• • \ \ W A t0 I--
r, ~ X _ ~ ` - - f ~ \ W Z
~ _ 'q II ~ 424 ~
V J a~
a ~ . - \ Y • > \
t 8.6 3 3 a ~ a2s
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~ / / 9 N / _ • r- / • ~ l / • . . ~ / :1 ® \
~ / ~ • . • ° 4.. -a- I . . 4 4' a 4 • R GRAVEL • • • a BLOCK ~ . 4 4 ? 4 ' 'a a <4 r ' . f e INLET PROTECTION
~ . ~ I / d ° °4 ai ° • •e C v ' .f 4 v / / °Q d.. a ~ •~~•2 4 •
• ~ ~ ~ • ' CB i W J
:ti ~ • e • ~ J ~ RED OA _ - - ~ - \ O ~1 00 ~ ~
~ 1 I/ ' ~ ~ 10' CLASS / ~ ~ sI ~ ~ \ 16"BACK OAK 4' ~
~ „ C BUFFER ~ / / ~ i 428 ~ B" RE AD Z
~ / I / \ ~ ~ WCR O ~ U
/ I E• / ~ ~ 1 00 ® W ~ U I
N / / 1 / ~ /
O / / WCR ~ 24° CONCRETE / / ? / ~ / ~ O
FLUME / / e / Z ~ ~ C/L 24' DRIVEWAY N
- / / / I' ~ I / j', / ~ ~ z ~ TURNOUT: STA D+74 0 Z ~ ~ 9 WCR ~
C/L 24' DRIVEWAY I / % TURNOUT ®STA 0+84 ~ ~ ~ / - ~ W / ~
(n YVCR ~ i / / I' ~ m
/ / ~ ~ ~ / / lj ~ ~ ~ ~ ~
/ / / / / / / l l i I ~ d- ~ N x
I _ / I / ~I _ J W / / ~ ~ 0 a
I A / ~ r ~ / Y ~ \ CON CTION EXIT ~ ~
/ ~ / ~ < e J 4 / ~ ~
_ ~ / ~ w \ ~ Z
~ _ ~ _ ~ _ ~ \ a 3 c~ Z O
30 BUILDING SETBACK
. 12" PINE i ~ ' ~ ' ~1 10' BUILDING SETBACK a
/ ~ in __i ,ice - _ / ~ ~ ~ ~ 5' PARKING SETBACK ~
- / / \ 432 o m€s o.
.P' / ~ / / _ / _ / ^ \ is l~lld
i"~ a, o;°c~~, a
r' / ~ ! i "PINE 12" PINE \ `1 P . TxF----- ~ E' +s ~ ~ - - 434 N ~ ~ .~8 E 5
56 W o I , 17 7 / - - - T>~ E ~ / / 1 7~ \ ~ l~ i t I - O a Q.'d c d PINE I ~l i3 o S a
~9 ~ c > ff ~ ~ O IA X08
0. ~ / - ~ ~ ~ / , ~Q
/ / 232.50 ~ / / 5 / ~ ~ / / 3arn~m ~v«•fl~< 1 / / ~ / o ~ rn S~'L-.a
Q T Q / / / / ~ 1 3" P.dAK ~ / / ° ` / 1 ~ N d~ / / it } ~ ~ O moy~ya
/ ~ ! I / ~ ~ t} m N Z Z 3.. n
/ e ~ I ~ - 7 \ 8" P. OAK - ~ r I I ( ~ 1 UW Z = " ~ r.~
/ ~ ~ 1 1 I 1 / / ~~~lt^ ~ ~ ~ a~~ / LGSM. < < W ~ O < .~~~'r
` / / I )I ~ ~ J / / / ~ 1 ? 424 / V 0.' ~ < Ot 0' aim=~$ / \ N 0 Q Q. 0 F=law°o ..U 424 EXISTING 2' CONTOUR
/ / / / / \
r - / / / \ / / / / / PROPOSED 2' CONTOUR
GRAVEL / / ~ ~ \ 1 -
APPROVAL SIGNATl9~~~~ E>AT ~ - ~ ~ / +a2t / / / \ / +a2s.oo SPOT GRADE ~ ~ / Q
~ EROSION CONTROL SEQUENCE ~ ~ ~ ~ PROPOSED 24" CONCRETE FLUME ~
I I ~ ~ I / ~ es from tracks mud and PROPOSED 5' CONCRETE "V" SWAIE
REVH;WCERTIFI ATIONBYTHETO OFAP X I ~ Erosion prevention measures include. a g~a6e1 construction exit to prevent colrsttQuctlon vehicl n9 C ~ E I I ~ debris from the site; a temporary seddment fence to detain and clarify sediment•lade~r •cunoff; silt fence sediment traps
This drawing has bees reviewed by the Tows of Apex. And to the bat of m3' I with baffles; temporary diversions end block and gravel inlet protection. PROPOSED CURB INLET AND STORM PIPE ~
d belief it conforms to the rtiremeata atabliahed in the Standard I ~ / knowiedgesa ro9 the Town of ex,Howevegthiasipaatarodoanotconstitutea I I J 1. Install free rotection f Hein . ~ ~ -
Spediica6ona of Ap f P g rariance frogs ally regtirements contained in goy tedenl, state, or local eodt, law, I I ~ w to
ciffcaNo rol orordinance.Thedevd /engineer/contrttctorisaolely I in all necessar wits and a royals from the Town of Apez, Wake County, the State of North Carolina, ape n, 0. opa' I 2. Obta Y P~ PP be ins PROPOSED FES ANO RIP-RAP OUTLET ~ ~ ~
rapons[bleforrneedngaUappilcabieregairements. I I I and any other applicat~le municipal agencies. The approvals must be obtained before any disturbance g I I se that work will nqt be interrupted due to lack of approved plans. i / ^o
I I ~ ~ 've 7own of ex / ~ ~ a PROPOSED TREE CLEARING LIMIT ~
I 3. Schedule and hold preconstruction conference with the Engineer or Owr?er s Representati M 'rWW~ gy; DATE: / I r a ro riate ersons. I officals, and of a pp p p x i? a
I~ / a ~ Z EXISTING TREE LINE ~ ~ a z F O V
~ install silt fence siIi fence traps ' /Zonin CerdficaNonbytheTownofApex ~ ~ ~ 4. Install the GRAVEL CONSTRUCTION EXIT. Clear only areas required to , ~a°°t°g g ~ ~ and diversions. O ~ V ~
J \ ~ These drawings have been reviewed by the Apex planning Deparhnent, and to the best of I ~ " ~o~
~ f n e tra s and diversions before an rading activity begins. my Irnowledge and belief; conform to the Master Subdivision /Site Plan which waz 5. Install the silt e c p Y 9 EXISTING TREE OVER 8 TO REMAIN ~ ~ - PROTECTION AREA ~ o 0 (WITH TREE ) ao ~ v
Dyed the Board of Commissioners on • Thae plans also ~ ) ~ runoff from cleared areas directed to sediment traps. ~ reflect the requirements of the Apex mningand/or subdivision ottiinartce.Any / / 6. Clear and grade the remainder of the site keeping all ~ .w
did ex 'ons or variances a roved by the board of wromissiotters are Hood / / ~ N con ons, eeptt PP ~ Ci ~ obi ~
the tans. / / 7. Inspect and maintain all erosion control devices after every rain and at Least once per week. Maintenance oa p / / instructions are shown on the EROSION CONTROL DETAIL SHEET. Keep mud and debris off the streets ~ " ~ Z PROPOSED TREE OVER 8 TO BE REMOVED p~ ~ ~ o
1 Imes. If mud or debris is tracked from the site, use a shovel and broom to remove it immediately. IF ~ 1.17 gy Date: / at al t ~ ~ v1~o
Planniu Director / MUD AND DEBRIS ARE NOT KEPT OFF 7HE STREET, ENFORCEMENT ACTION (REVOKING THE ° _ g I / N ~ TxF / GRADING PERMIT ANDIOR A STOP NORK ORDER) MAY BE TAKEN! ~ TxF TxF- PROPOSED TREE PROTECTION FENCE AND LIMIT OF DISTURBA ~ ~ ~Nri
REVIEW CERTIFICATION BY THE TOWN OF APEX FDtE DEPARTMENT ~ / N
8. Immediately after grading is completed, place curb and gutter and stone in areas to be paved and install storm Thesedra ' havebeenroviewedbytheTownafApexFireDe~artmem,amitothe drains e. Stabilize the areas without paving or building using TEMPORARY VEGETATION or ~ PROPOSED TEMPORARY SEDIMENT BASIN
g bat of my knowledge and belief, conforms to the requirements established within die PERMAWENT VEGETATION, depending on the season.
Town's Standard Specifications, Fire Protection Ordinances, and the North Carolina F'ue
Code-Volume V,However,dlissignantredoesnotconsdtuteavariancefromany 10. Permanently stabilize the site. - I
requirements contained within any local code, State or federal law, cmcauons, xmes, _SF ~ SF--- PROPOSED TEMPORARY SILT FLNGL SCALE IN FEET SHEET C-6
or ordinances. 'Me developer/ owner/engineer/contractor is soleyresponsible for if. Do not remove temporary erosion control devices until all construction is completed, the site is permanently NSF ~ meeting all applicable requirements. stabilized, and when approved to do so by the Erosion Control Officer. Remove and properly dispose of all
accumulated sediment and the debris from the devices, and stabilize the locations. PROPOSED TEMPORARY TOPSOIL BERM & DIVERSION DITCH d
gy; DATE: FIRE CHIEF / MARSHAL 20 10 0 20 40 13 8 BLOCK AND GRAVEL INLET PROTECTION 00
12. Arrange a final inspection with the erosion control inspector to confirm that all the requirements of the approved erosion control plan have been completed. 0
w

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/ ~ - - -Z i" - - PROF'ER~ 4~E IS AF - - ~fa.t PROPER 4~E 4t4 ~ ' ~ 3A Z Z tl o.^ ( Z c..
- - _ - - `AL-F~ 416 ~ RIPARIAN "0 ~ (j1 t9 ~ ~ o ~ M N ~ rn ~ F. S O L 01 O1 N ~ 0) - o z ZONE D ('1 O ~ a ~i v U..a' oo
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PAY-IN-LIEU - - . - - - . ~ , . o "11 . ..r- •a • m tTt
f -..i. - - - ~ FUTURE PHASE - , _ K - , • • ~ 'PARKING SETBAC, ~ , ~ • •a z ~ ~
I i ~ a p IAN a o RI W I Z E F_
~ _ \ ~ - _ -f' ~ 10~ BUILDING SETS _ - ~ I t AN AREA ! , . ~ I RIPARI Q
~ I • ' ~ I
TWO 2 - 5'x 12' SINGLE BARREL. ~ : . / ' • • ' ' SETBACK I y / / ILDING ~ U 0. I I .
CONCRETE BO CULVERT : 65LIF ®1.0% f / ~ • / WING WALLS 45' ~ ~ / txF ~ . ~ - t- p J
INV. IN=414.6 I ! 1 (CONSTRUCT E I 2 ~ to to
INV. OUT=414.04 l ' I • ~ 1HIS ~ • • • 20' wDE EAR ERN/F \ _ I ~ ---r""..-' N o. o.~SQ
' . IJ.. IEYEI SPREADER (SEE a ' ~ U ~ ' • • RI SHEE1 C-1 FOR DETUI ! I O a
- PART N ~ Ir • ~ T>f T••~-~. • -I-' T ..AREA f PARIAN AREA , . T`r T
I I , Y ~ W
~ _ - - a ~ ' Z
#a. o "i2 +o : o 0 0, 21.9 ( 8'Wz20'Lx8" EXPOSED)) C ETE ° I 1420.4 IE~EI SPREAD~R - FLl:Y 9 I x Wbbp s{
I ` 4~;4+ Eu: i ]x BERN I T I ~ 4 g (~-----EUt ~ , ( ~k fi / m ~ ~4 • <
~s.8+ 1 1 PAY-III- I 5 I~IAS~ RIPRAP VELOq ~ ~ ' ; +419 A 420.4 42Q,4 > : ' ? ' I ~ FF 427.5 Z a I ~ ~ 1Iw r 0 - b P-RAP : ~ ~,J~ I ~ ~ 12 xs'x1' RI , ~l wy Q
FUTURE PH CONTROL• 12'x6 xl ,@;~~~ys,. r 0- _~-0 ~~,<;::<•.~ I 414.3+ tl • • ? • ' s L._ - OUTLET K M ~ ~ N
5 MBE 421. b . • ° 21.6 I ~.v d I ~ ~ m 4 ,n
STA 1+89 VCT I I oPEtmc V S0 47{ ' ~ ° CONSTR M w,, ~ 1
THI$ i Mloi 4 .3 PHASE U" i' ,,b vfl;~ I I 420 y, c6' w,~,? ~ INY 420. 9,
I ~ 15" CP I> ><a; ' ° Z / \
I r (D
m 7C - \ I U I I - ' \ I \ ~ ~ \ I \
I I I i 422 x Z
I ' I ~ Im > ~ i I • I I F° ~i J
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/ .d. a. I ~ d ~ / / / ! 0 d ~ / J q••..e y a ••1 p' ee•.y 'n W
d O' d 'e Y / ~ e • . , a4 e• 3, . • ' / ' .2 CB~1 430.2 d . V
/ ~ W ~ - - ~
/ WCR / / I RED 0 00 ~ Z a ' ~ /n'~
> ~ ~ r"' / / / \ 1 G CLASS I . / ~ ~ I / / / / 16"BACK OAK a' \ ~ 428 Iii. 6" ~tE AD I aI
~ C' BUFFER ~-.a / / , / ~ I / / / ' WCR ~ Q
~ / / / ~ ~ `I I / / ~ ® I
1 00 ' / N \ / / W U
\ , O \ ~ ~ / , < I
WCR I ~ 4" CONCRETE ~ ~ / ~ 2 / \ I:;> I FLUME i' / / ~ uwi I ~ `s -
_ I ;I:<. ( X ~ RIVEWAY Z ~j 7C ~ ~-~/L 24 D ~ ~ ~
, I ~ / ' i C/L 24 DRIVEWAY I i'. , ~ z I TURNOUT: STA 0+74 Q _ Z . ~I g h . I WCR ~ 'Q
TURNOUT ®STA 0+84 I I I ~ / i / U) WCR I I / i ~ ~ ~ m ~ ~i "_430
~ , / ~ ~ i , / ~ ~ i C ,,„Z l
/ i ~ - ~ I i , - ~ I ~ I i ~ I d-
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Q \ ' ~ ~ I I ~ ~ I
' ~ \ Z
I ~ ~ OI \ - ~ O z -
, I ' ~ D 12" PINE •1 ~ - tl . - ' y 30 BUILDING SETBACK ; - ~ \
_ ~ , u1 , ~ _ _ i 'BUILDING SETBACK < I ~._.._t0_.._..._.._.._.. o,. I
\ SETBACK ~ 5 PARKING , _ , _ . _ , _ , J m
I- , - ~ - _ «
I - - . _ ' ~.t _ ~ 432 s bL ~ ~ S I o~S~
r1~ 9 o;aRg
! I - i' ~ / 1 "PINE 12" PIN 9 56 W e f f - ( 12" PINE \ ~ ~ 5 0 $ " ~ \ ~ P , T%~~.~~ 434 ~ $ « o $ it
417 2~ / _ _ T>~ / I / ~ / ~ -'~kF T%F - T ~ ~ / / 8" PINE I ~
za. - . . / Q D. ° c~` n
/ ...........................................................2..3...2..1...5....Q.................................N.......2.4...D.9....3..4.......W _:.....W.. ~ , ~ _ ii
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I !i j I -1 - - f ~ APPROVAL SIGNATURE .424-- . , EXISTING 2' CONTOUR , r I , ONTOUR ~ 3
PROPOSED 2' CONTOUR CONTOUR 5 ~
REVIEW CERTIfIG4710N BY THE TOWN Of APEX ~~W~.
7hts drawing has Deep redeeee by tt" Tom of Apex. And to the Dear of ry +429.00 SPOT GRADE ?-v ~oJ ~ z O ~ 3
T RM DRAINAGE SCHEDULE Anow[auge and ~itef, !Y eonforas io fAe requireaents eateb]1aAed Sn the S O StandaM Speelfteetionf of iM Lam of Apex. Naever, tAia signature aWS rwt constitute a rviance fro any roquireaenta contained in any federal, state, ® PROPOSED 24" CONCRETE Fll "CONCRETE FLUME ~ g ~ ~ ~
* * * * * * * * or local code, law, aped/lcetion, rule, or ordinance. iho derelopar lenpineer !contractor !s solely naponsfDle for eeetitp all appliceDle regatreeenta. PROPOSED 5' CONCRETE "V" x a 3 ~ " w w Q CONCRETE V" SWALE Q o g 3° N
F~wzz
m he to of curb for catch N e. RIm elevations are taken fro t of P o~ o w ~ o
r cover for rate inlets PROPOSED CURB INLET AND rb 2nlets from the to of rate o 9 cu p 9 iR8 INLET AND STORM PIPE 01 = o ~ o a
h slab over and inlets. ~ Z x N F aooaoo~
and from the to of t e y p PLANNING ZONING CERTIFICATION BY iNE TOWN OF PROPOSED FES AND RIP-RAP SAND RIP-RAP OUTLET ~ a o d w U
PIPE LOOKING DOWNSTREAM Thsae drwiips have Dean reviewed Dy the Apex planning Deperfwsni, a+al to tAe best of q Anowled¢? end Deltef, confbrls to tAa lAiater SWdivteton I Ci u~~$ 8 0
TH SIZE SLOPE MATERIAL S1ie plm, wh1cA was approved Dy tAe BoeM of Cawataeionars. l T RIM INV IN INV OUT LENG S TRUC I URE My condtttans, exceptions, or rertences approved by iAe Doerd of 0 Oo~M
taaataeiomra en naiad an the plena. PROPOSED TREE CLEARING Ufr EE CLEARING LIMIT N o ~ N ~ 5 N M e}
II P ry: pale: ~ 1 EXISTING TREE UNE :LINE ~ N .r
1 15 6.39 RC -1 430.00 424.00 fi CB SOIL EROSION AND SEDIMENTATION CONTROL CERTIFICATION BY TBE TOWN OF APEX
II P 15 RC
FES - 2 420.10 420.10 ~ ~ S ~l rwentfr TDrr AVCR A" Tf1 R~ . r.r.~iv nn e t n ' A1lCR A" T(1 RCI,IAIW r~.:.a...•:.~.i,..~.....,..a-.n,,,,,ti.n,..,.r~......aMr.t,..,,,n..,.i,.,..,~.a,....a
UXAVHlt; )UALt; ",,,,.W , . -1 ROTECTION AREA} belief. cwfm totkmqumacmembislWinftSoil EmdmmdSeWmtmmComml
(WITH TREE PROTECTION ARE) 11 RCP 20 0 10 20 40 BO Ordu=eortbarowaotApm However.this sipammdoamtwnrtmeavuum6rm my regnirm I commmWioatyfadad.mworW*co&law. epmficuim taleormdiomm
.92 28 15 1.00% CB -5 422.42 418 Thedeveloparermmmioanv I gtoldyrtopomVeformeaiagtoeppiiablempiremmu. SHEET C-2
IEE OVER 8" TO BE REMOVED By. Dm
C8-4 422.42 418.64 418.60 18 18 " 0.50% RCP PROPOSED TREE OVER 8" TO 11 ( )
FES - 3 418.51 418.51 8 RCP IN FEET 1 inch = 20 ft. TxF TxF- PROPOSED TREE PROTECTION IEE PROTECTION FENCE AND UMIT OF DISTURBANCE OF 13 8 M
s

i 0 ?0~0
v I v / / ~
1 ~
V i~~ ..y.
I '~.l ' I 09 _ 4,8 6 m M
~ ~1` I I ~ ` J--~ - - - - ~ Z r ~ ~ Z _ - - 414 d .r ' W "I`
_ _ _ _ _ N ~-1o.cpl
_ _ - - ~ "'TOP OF BANK- - _ ( ~ ~ O >20f0 L OM - APPROXIMATE W ~ } 0 N c0 p ~ I` - - - s.. _ - NE IS ! Q W ~ _ ~ a 3. _ ROPERIY U 414 ~ ~ ~J Zt,J p, 0 ~ N Z C~
_ _ _ r - - 0' Q - Z ..11 rn of rn ~ RIAN '0 t9 ~ 4t6 RIPA < tTl ~ o e., M N 0 r.
_ _ _ Zg ors o z 7pNE A (T1 O W a ~ a' v..d• oo c~..
_ 1 _ p 0 ~ - _ I - ~ - -
' - 2]_ Q . - ~ Z_ - - - _~5. _ ~ _ ~ - _ I M~ C .
Q _ r--
PAY-IN-LIEU _ - _ - _ ~ • , _ .
FUTURE PHASE - . - - , KING - 5 PAR,„ _ . . - • \ I ~ a rx IAN D
/ r.-~ ~ , ~ - • ~ G SETBACK . • . - ~ a o RIP W ~ ( Z E H
~ I 1 AREA ~ I RIPARIAN , Q
I , • . • , TWO 2 - 5'x 12' SINGLE B'RRREL; ~ ' - ~ / - ~ - • ' ' ' CK \ ~ \ ~ I _
I / • • ILDING SETBA CONCRETE BO CULVERT ; 65LIF ®1.67 ~ / / • • ~ U ~ I ...r .
WING WALLS 45' I ~ • ! ~ _ I I' I:,: i ~CONSIRUCT / T I-- O \ „ _ - J
INV. IN-414.6 I , 1 1 ~ INV. OUT=414.04 I ! • ~ ~ ~ ~ ~ \ = O U1
• 20' M10E EARIHERN/fABRIC < ~ _ . I co . - N a.~.~Q
' Li. lE1'EL SPREADER (SEE to ' • R sREET c-~ foR gE1N~ r : I 1 ~ o .9 _ARea +.:A AREA ~TxF`--- Q U ,",".-r~ • _ T•r T r ~ . Q .ale
I • . I ~ ~ ~ < RIPARIAN , >:I: ! _ W ~ ~
I , • I ~ ' U IN.
I • - I I I ~ 2oa • _ . _ I ~ ' -a2L + o : o 0 0 , 21.8 a a ~ . ~ Z~ N ~ - Z ~
• B'Wx20'Lx8' (E%POSED] C TE ° I i ~ 14~ SPREAO~R - EtfV ~ R I • 9 I Y w~N . , oN
I T I g EARTFI I I~L___--EAR>H eERw e' U 5 PH ro ~9• 1 1 . / m ~ 4 o • a r~ z a I y a 0
PAY-IN- I ~ RIPRAP VELO(~ +a19. • , 4zo.4 4l(1.4 jx D , . r I I ~ ~ ~ CONTROL: 12'x6'x1 ~ v" ~w FF 427, 5 s ~ ,rXe~xr RIP-RAP ~ , ~
?-0 ` ° 418.3+ ~ D' - ounEr K M ~ ~ ~ ~
I 421. e . 2i ° STA 1+80 GT I I o~Patwc "5ve A% ' ~r' ~ ~ m. I a~ ro 'R1+ ~
CONSIRU
PHASE I'" ~ ,h ~I~ m flu ,cn . I 42o rc~° INV=420. w° ~ FES-2
I U 15" CP > d IZ I I ID v'
I ~ ~ I g , ~ ~ ' 1 1 ~ I \ - ~ \
I Iz ~a I I I - \
I I I I U d ~ ° ? LL x,422 Z
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~ I ° C):='. . 1 L~. ~ ID • d' , I > ~ .mot
f i ~ \ I 'd - ~ 424 p
f ^.w~...- /~/J 1 I ~ _ of . ~ U
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. V ~ d,. '4• ~ ~7 ~ ~ ~3 a af_ ~ aaaaaa~ / ~
° \ .v.~l / WCR ~ ~ _ / I ~Q ~ Z
~ 10 CLASS ~ - / a ~ C' BUFFER :>-:I i / / / i8"BACK OAK d ~ 428 f~.~ / / " ~E AO I I aI
~ I . / / \ ' .f'ti / ~ / / ~ WCR X ~
~ ~ ~ ( ( ~ / 1 00 • ~ / / / ~ ® ® i
N ~ , / ~ / Y W / U
O I> ~ ~ ~ WCR l ...f; 24" CONCRETE ~i /i ~ ~ ma I / i~
1 I'= I FLUME , , / 0 / W I _ c~ I X r , Z
I I ~ / , ~ ~ ~ X ~ z-~/L 24' DRIVEWAY , ~ ~ / z I T: TA 0+74 _ TURNOU S Z O
( ~ ~ i C/L 24 DRIVEWAY i ~~i ! / ' ..1 , s , WCR - a
TURNOUT cl?? STA 0+84 I I ~ / , (n WCR r I / ~ I ~ / ~ ~ ~ m ~
~ ~ ~ I ! .:a! ~ ~ ~ / ~ i C ~ 430
~i , / / ~ I I
/ ~ ~ I , :~,Q a N I ~ x / i' ( Lt7 c- W
~ ~ ~ 0 a • ~ co Q
Y ~ a ~ .e •
~ o
' ~ ~ I/~ / ' ~ ~ , ~ I :,t I ~ ~ ~
~ . ~I - TT o z - ..L 30 BUILDING SETBACK I-
1 A - 12" PINE d ~ ~ . ~ \
I / t 10' BUILDING SETBACK < ~ a,
' , _ - 5 PARKING SETBACK - . - • J \ ._..._.-.-r-,_.. ~ ~ u
~ 432 ~,ra n r« f
I ~ - - i - _ - _ _ _ o 1t~S.~U~.-.-.~ ~b« F ~ I S Y S S S - r>~ ~ow9
° sa$ 12" PINE \ o ~ S o
/ 1 "PINE f \ \ \ \ P . TxF---- _ 434 ~ $ « c $ ,a
> N241 2 ~ / v / ~ / , , ~ e" PINE I ~ ~ I p ~~«„_a / ~ ~ _d p d °
2 a, I _ - y / Q. ra C L ~ ~ •n
232.,....5....Q ..................................N.......2..4....D..9....3.4...........W_._ ~ ~Q Q _ _ _ 0
~ 0 ~0 ~ l I I I~ ~ ~ ~ - ~ , , ~ I I I ! ~ ~ 1,, 1 / it f } ~ C1 O " o$~a ,I / ;I I tll } m N Z 2 3««~="o.
I ~ r ~ I I ,r ~ I I I ~ ~ ; - \ t: $ V z Y "
, /11 ti
\ ~ No~oao~~a~o~~ v ~ is
3 ~ ! ~ ~ / 1 ~ ! / / \
i I / / C~ ~i' / / \ I
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/ ~ ~ \ ~ ! / Q I J 1
I I 1 :I ' ~ ~ I I ; r ~i ~ ~ 1 1 I
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I i I i \ O \ Q LES~dQ \ w
j I 1 i ~ i ! I ~ I I r- \ ~ ~ 424 - - - EXISTING 2' CONTOUR ~
I APPROVAL SIGNATURE .424 - 4 w
PROPOSED 2' CONTOUR S ~
REVIEW CERTIFICATION 8Y THE TOWN Of APE% ~~W~. +429.00 SPOT GRADE ~ vWi ~ o
Thts drawtrq hea been rerleaM Dy the iowl of Apex. And io tM Deaf of ry " ~ z o ~ 3
STORM DRAINAGE SCHEDULE Standar~•tlespaclflcatl0nat01otM TOall o MMApa ~'1~ ra tAlabelpnature tAwa not constitute a varimxa fro any requirernn contained in my federal, state, * * * * * or Saal code, lar, apeclfication, rule, ar oNtrnco. the developer - ® PROPOSED 24 CONCRETE FLUME ~ g o o: ~ x a 3
langiireer /contractor is solely responalble for rating e11 apptlcaDle requirernta. ~ " W W 'Q PROPOSED 5 CONCRETE V" SWALE a z 5 3
ken from the to of curb for catch - Note. Rim elevations are to p Q F ~ Z z
nl ay: Data. o~ o W ° PROPOSED CURB INLET AND STORM PIPE ~ ~ ~ ~ p
to of rate or cover for rate 1 ets curb inlets from the g g p ~ ~ Vl I U ~ z x N F
he slab over and inlets. and from the to oft y p PLANNING ZONING CERTIfICATION 8Y 7NE TOWN Of APEX r ~ 0o Q a 3 o a
PIPE LOOKING DOWNSTREAM TMse drawings Dave been reriew2d by tM Apex planning Deparhent, eM tD PROPOSED FES AND RIP-RAP OUTLET , Q o Q W U
tAe best of ry hnOrlerge aM OaSlef, canforr to tAe Rester SuDdirieion 1 In ~ $ g d
LENGTH SIZE SLOPE MATERIAL Site plr, ehich sea approved Dy tM aoaM of Camisaianera. T RE RIM INV IN INV OUT My conditloM, exceptions, or verlrees approved Oy tM Doerd of ^ A STRUC U O o ~ M PROPOSED TREE CLEARING LIMIT
caawsatanen are noted on tM plena. ( ~ ~ r , ~ o ~ 5 N M d'
~ EXISTING TREE UNE ~ cv ri ~ fri
1 " fi. ~agb RCP Date: ~V y ' 4 424.00 fi 1 5 CB-1 30 00 SOIL BlxOSiON AA'D SEDI1fENTAT[ON CONTROL ' CERTIFICATION BY THE TOWN OF APEX
15 RCP FES-2 420.10 420.10
rDADUrr crnt>a EXISTING TREE OVER 8" TO REMAIN ra;fm,a~a~~,,,e~e~r>e~ro~not,~a,aaro~e~euormrl~l~,oe
(WITH TREE PROTECTION AREA) bel14C0Dfom to OW aquimmeM1'"bfiWwd 1ndWSoil &*aim d Salimmmum Caw l Ordameof&eTown ofApm Howeva.dtusigoumedoaratcaarttmeewieocetmmmy
to". I Ims coamiued k my fadenl, ruu, a lent coda kw, epeoi6ee m tWe oro"b=n e
1.00`t RCP 2° 1° 2° 4° 8° CB-5 422.42 418.92 28 15 11 0 mml!~ Thedevetopwa*=wi riuwklyreepm"kfermatingall epplicabbregaire =u. SHEET C-2
CB-4 422.42 418.64 418.60 18 18 0.50% RCP PROPOSED TREE OVER 8" TO BE REMOVED By: Dm
FES-3 418.51 418.51 18 11 RCP IN FEET) 1 inch 20 ft. TxF- TxF TxF- PROPOSED TREE PROTECTION FENCE AND LIMIT OF DISTURBANCE OF 13 8 M
s W
J

V V / _ - ~
((^^I / I h" `t' tN0 y O
Y I' ~:j~• 0 t(}
I _ - TAI- - ~ N I N
I : : ~ .58 o _ _ ~ 09 ..r _ _ 416 V p 17 t(} U
_ 414 C ~ W r - _ - to ~ ' •I~
_ _ - _ - to yf~ v c I O r Q I OF BANK / "J ~ ~ C7 > = 01 O ~ 0 M
_ L_ - _ - -fiY IjNE IS APPROXI}~ATE 1>3P ` f Q W } 0 N f0 p.a r - "t _ ROPE ~ 414 ` ~ W ~ - O N W N
- Q ~ - - - o- I ~ _ - - - - - _ _ f 30 ~ X) 2 Z d m r. Z c.. - ~ f - -Z> a I .~Q ~..~J. _ _ _ / - rn rn Lu- ~ RIAN Z7 C? tr ~ v M N
~ Z~ O.c~01 N v~ _ ,r,,,,....-....,.-.-_--~ ' O w ZONE D ITT O W a ~ d' U..~ 00 c~..
~ _ . _ . . _ . I I M Q z ITT , , ,
Q _ -
PAY IN LIEU - _ - _ - - - ! ~ .r. _ _ • FUTURE PHASE ~ _ _ - - , • - . - ~ I I rT1
- 'PARKING SE, • • • / ~ 5 , . - . \ a z 3 , m ~ to ~ I ~ ~ ~ 1AN
/ ~ _ - f-- • , 'BUILDINGS , • a o RIP V,J ' I Z E
~ I AREA ` I RIPARIAN
TWO (2)- 5'x 12' SINGLE B7~EL, y / , • - • •
CONCRETE BO CULVERT : 65 IF ~ 1.0% I / / • - • "`'`b' • ILDING SETBACK / 4 • ~ D.. U I ~ I _
WING WALLS 45' I ~ / T INV. IN=414.6 I I ~ ! I , ZCNE i- O J . . l
INV. OUT=414.04 I • 1. I ! THIS PHASE} - • ~ ~ t/I V1
. I f I / ' . ! ~ f~ LL 1 ( 1 i N ~ I co = O ~ . _ - N a. a.~SQ
' • • . RfPq o • I .~ARfq I mr • IAN AREA • .T~ ~ ~_."...:Ti~•~--•-- 1< Q ~
I ~ ' Tip T.r - f ~ . Q . 418 r W . ~ I ~
1 _ IN. a b Q ~ ~
l ~ o~0 0 0. i ? 4
I I D' D R I N T E ADE I _ . ~ 'V' SWALE e' ~ - z 9 I ~ U1 Y ~N • ~ ~ i O . I ~ ' ~ N ~ • ~ i
I u S PHASE} b ty o a.esx PAY-IN-LI RIPRAP VELOCI , ~ D '0 Z d I i
i t 'x6'xi I n 80C FUTURE PH CONTROL• 2 I 427.5 I °i- - o FF ~ ~ ~ 12'x8'xt' RIP-RAP ; O W : '
I ° ° ~ OUTLET ;Q ~ ~ ~ cn~ _ ; ~ "
STA 1+89 CONSTRUCT I ~aa
I THIS ~ MIS ( • .
PHASE to ~h Wla ~ , . I V 15" CP ~'I> I " ~ INV=420. 420 ~,~~Q
° IZ I .0 I I- I ~ I FES-2 f ~+~~uuiuN~Ny,
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I o•:° IZ I I . G7 a. I i I \
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Y > I I / / N / a, , / I l ~ i A
7 / , ' •0 ~ .
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C ~ ' ' / / ° ° ° ~ ~ e . ~ •e / ' ° ~ 430 2° ~ W / r+
\3 a ram ~ / / ~ _ / / I REO 0q~- -
u \ / \ 10 CLASS ~ - / / I ~Q J\`~ ~ Z / / ~ a • ~ \
• • I / ~ C BUFFER ':.<:I , , / / 18" 6 CK OAK q• ~ ^n / 6" E AD I 428 1..~
~ I / / / , / v / / WCR ^ ~
I I / Cfl N ~ , / ® ® I
~ - / / - Y W / U / Q
~ wcR I I I / ~ 1 24" CONCRETE / / , ~ I
I I FLUME ~ / o ! ~ ~ / _ I I ~ / W I . ~
I I i / i C/L 24' DRIVEWAY I ~i ~ / ~ ~ ~ ~ ~ ~ ~ " C/L 24' DRIVEWAY / \ X~ ~ , Z ~ , - ~ TURNOUT: STA 0+74 Z ~
TURNOUT ~ STA 0+84 I °fi' I , , o ;.1 , ~ I WCR ~
(n WCR i n1 I ~ / / 1 , ~ ~ C9
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I - ~ ' ~ I ~ o ~ ~ ~ I ~x~-7 ~ ~ 7 .
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~ 12" PINE .4 ~ 'J ~ tl ' 3D' ILDING SETBACK z ~ - ~ ~ BU ..1.. - I-
i; ~ ~ ~ ~ - ' ~ t ~ F'
/ T 10' BUILDING SETBACK a I
A - - I ` ' ~ ~ - _ 5 PARKING SETBACK _ _ J
I ~ i - _ ~ / i - nT~ ~ ~ ` 432 ffi s • e
~ ~ 1 .S...GU - ~ ~ I ~"8m s
" - rlfF ~ a b ~ s 4 a v ~ _ ~
417 2~ ~ ~ / N 2 : , - TxF' / 1 "PINE 12" PINE \ ~ ° <
Y / ~ i / / - ~ 2Q. - - - - / "PINE / I _ - I 434 N S s~•« E 8 1 ~ ~ a «~~a C___ .---.r._ ~ I O ~ n o / ~ Q a e~~~d ..e
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r~ ..................................................................232.,..50.............................N ..2.4...Q.9...3.4..........W ~ ~Q ! ~ O ~ ;L6g&.4a »
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,:E / ';I I II m rn O O m° of=a° N «~w"
I it a } Z Z ~ .apm~ 'OAK . - - ~..~Y ~ ' ~ m C ~ F V' °c `d v..a Oi \ 1'; I W U Z
- I it I 1 t APPROVAL SIGNATURE I ~ I ~ ~ i ~ 1`•. s ~ g o `o
~ ~ ~ ,~i g y~
~ i / ~ ~ ~ ~ REVIEW CERTIFICATION 8Y THE TOWN OF dPEX ~ ~ ' UlGUGtLC ~~a&ogZ'i
/ / / / this dreWing has been reviexed by the corn of Apex. And to the st of ay /
I 1 / , ~ ~ knowledge and belief, it conforas to the requlreaents established fa the / / / StarxMrd Spectftcatiyns3'~tDe town of hoax. Naw9ver, ihia signature~2kgs not / / ` I
( / ,j~~ i'/ constitute a va0i6nce frog ny requirarents contaitred in any federal, state, / ( I or locel~ law, specific tion, rule, or ordinance. the tleveIOper / / ~ ,
'1 ( ( ~ lengirker !contractor ie sol~(y responsible far seating all applicable \ - / I ~ I I ~ it ! ~.rFqulreaents. ~ / ~ p
I ~ \ \
I I I I I / ey: Date: ~ ~ ~ ~ I I I 1 i/ ~ W o
E ( I I ~ 'r~~n ` ~ a 1.~i3J]~c \ W
I 1 _1 i I ! i I I ~ 424 - 424 - - EXISTING 2 CONTOUR
PLAfNING 1 2UNING CERTIFICATION BY iNE TONN Of APEX 4 W
tMSe drawings Aave been reviexad Dy the Apex Planning oepartaent, and to the Dedt Of ay knowledge atwl Delief, eonforo to tae 14ater Subdivfaion PROPOSED 2 CONTOUR g
ordinance. My conditions, exceptions, or variances approved by the board of coarlsafoirers are noted an the plane. + ~~W~. +4za.oo SPOT GRADE ?-u1~o~
STORM DRAINAGE SCHEDULE » ~ z o ;
D: Data: m r ® PROPOSED 24 CONCRETE FLUME ~ g v o: N
Planning Director x d 3 ~ PROPOSED 5' CONCRETE "V" SWALE W W d ~ a o 5 ~
• ken from the to of curb for catch - Note. Rim elevations are to p ~ ~ ~ W WZ
f ryrate or cover for (rate inlets Ci U W ~ PROPOSED CURB INLET AND STORM PIPE rn ~ ~ ~ o
curb inlets from the to O .7 `J REVIEW CERTIFICATION BY THE i F APEX FIRE DEPARTNEKf p owN O ~~~v1x
the slab over and inlets. n and from the to o f y These drarlrga have been rBrlered Dy tae town of Apex Fire Departae t, a p to the Dent of ay xnowledga and belief, conforas to the requireaenis ~ z x N _ ~~d3°
PIPE LOOKING DOWNSTREAM esfablished wlihln the town's Standard Specificatfons, Ffre Protection Q Ordinencas, end the Norte Qaroline Fire Code -.Volaae V. twasver, this PROPOSED FES AND RIP RAP OUTLET 4 p Q
L PE MATERIAL a]gnature does rxtt constitute a rarlance Iron any requireaents contalrred of ~~8$
INV OUT LENGTH SIZE S 0 within any local code, State or federal law, Specifications, Rules, or STRUCTURE RIM INV I N ordinances. >ha dereloper ! orner I engineer /contractor is solely responsible for seating ail applicable requirenents. f' 1 ' . Y PROPOSED TREE CLEARING LIMIT O S a r7
N o ~ ~ S ~ N M
_ 61 15 " 6.39 RCP 9y: Date: ~vv~v EXISTING TREE LINE ~ N
8 1 430.00 424.00 C Pire Chief I IMrshel
FES-2 420.10 420.10 15 RCP EXISTING TREE OVER 8" TO REMAIN PRINTED
GRAPHIC SCALE (WITH TREE PROTECTION AREA) MAR 24 2000
CB-5 422.42 418.92 28 15 1.00% RCP 2° 1° 2° 4° 8° SHEET C-2
CB-4 422.42 418.64 418.60 18 18 0.509s RCP PROPOSED TREE OVER 8" TO BE REMOVED Philip Post & Associates, Inc
FES-3 418.51 418.51 18 11 RCP ( W FEET )
1 inch = 20 ft. T Txf TxF- PROPOSED TREE PROTECTION FENCE AND LIMIT OF DISTURBANCE OF 13 ° N
O W
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