WQ0040276_Application (FTSE)_20181011

Central Fifes: APS SWP
9/10/2018
Perrnit Number WQ0040276
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRulle
Permitted Flow
Facility
Facility Name Major/Minor Region
Smith Creek Village Apartments Public Sewer Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
Owner
Owner Name Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
'��'

0
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PARAM UNTE
1 2 2 CINEMA D RIVE svo-h
WILMI N G T 0 N 3, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7 ( 0) 9 1 0- 7 9 1- 6 7 6 0 F
L E T T E R 0 F T- R A N S M I T T A L
To:, NCDEQ 'Date T9/4/18
L
127 N. Cardinal Drive
Wilmington., NC 28405 Re:. Smith Creek Village
(9�0) 796-7215
Fast Track Sewer
LAtDean Hunkele
tn: e . ct I . o' 16252-PE
-
[we are sen Originals Prints E] Shop Drawings El Calculations
rrhe following items :1 El Correspondence Plans ❑Specifications ❑Other as listed below
Quantity Date�D
.
W9. No. Description
2 Fast Track Sewer Permit FTA 04-16 (Aparttnents/Future Flow)
2 Flow Tracking/Acceptance Sewer Extension Application FTSE 04-16
(Apartments/FuturLFlow
1
Sanitary Sewer Narrative with Site Plan
1 Vicinity Map
1 $480 check
ilssue Status For Approval ❑ As Requested ❑ Construction Bid
R For Your Use Z For Review and Comment 1-1 Approved as Noted ❑See Remarks
Wctioii Taken: 1 [I No Exceptions TakenE] Make Corrections Noted ❑Amend & Resubmit
E] Rejected - See Remarks E] Approved as SubmittedEl Other
Remarks:
Fast Track Sewer Submittal Smith Creek Village
Cc:
Sied
Tim
cales, PE, PLS
RECEIVED/MCDEHR/DWR
SEP 04 2018
Water Quality Regional
Operations Section
Wilmington Regioncall Off i1ce

State of North Carolina
: Department of Environmental Quality
.: Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
0
ApplicationNumber.
i �v �`'�/completed by DWR)
b (to be
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cage Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
Federal State/Count Municipal Other
Cl y
3. Signature authority's name: Matthew Tribett, PE, PLS per .l ;A NC.'A(- 02T .0106(b )
Title: Engineering Manager
4. Applicant=s mailing address: 235 Government Center Drive ,...` �Y� �4' rct r ����,
City: � %ilmingoton State: SIC Zip: . 28403-
y
5. Applicants contact information: stp
072010. Phone number: [phone] Email Address: Matthew.Tribett &cfpua.orc
II. PROJECT INFORMATION:
1. m Project name. Smith Creek Villa e
J - � 1
2. Application/Project status: Z Proposed (New Permit) ❑ Existing PernitiProject
If a modification, provide the existing permit number: WQOO and issued date:
If new construction but part of a master plan, provide the existing permit nuinber: WQOO
3. County where project is located: New Hanover
4. Approxinnate Coordinates (Decimal Degrees): Latitude: 34.28' Longitude:-77.86'
a. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III, CONSULTANT INFORMATION:
1. Professional Engineer: Dan Fisk
Finn: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington
Phone number: (91 O) 791-6707
License N
State: NC Zip: 28403-
Email Address: dfisk(&, paramounte-enQ.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin Permit Number: NPDES NC 0023965
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than kVWTF):
1. Permit Nuzmber(s): WO '' Downstream (Receiving) Sewer Size: 10 inch
S-ystt: in Wide Collection SVstCn1 Pertliit Numbers) (Ir applicable): WQCS
Owner Name(s): CFPUA
Pa
FORM: FTA 04-16 ge 1 of 5

GENE REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a DevelopWs Operational Agreement (FORM: DEv been attached?
[]Yes []No ®N/A
3. If the Applicant is a Home/Pro e wm Ors' Association. has an QRerational Agreement (FORM: H®A been attached?
E]Yes []No (ON/A
4. Origin of wastewater: (check all that apply) :
Residential Owned ❑ Retail (stores, centers, malls) ❑ Car wash
Residential Leased D Retail with food preparation/service [] Hotel and/or Motels
❑
School / preschool / day care ❑ medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
0 Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑
Businesses / offices / factories ❑ Nursing Home Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial 100 % Commercial
% Industrial (See 15A NCAC 02T .0103 201)
Is there a Pretreatment Program in effect? ❑ Yes []No
d. Has a flow reduction been approved under 15A NCAC 02T .0114fi? ❑ Yes Z No
A if yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type see 02T.01L10
Daily Design Flow a,b
No. of Units
Flow
Future Development Lot (Acreage)
880 al/acre
g
1.289
1513 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
17
9 CA I. rr- A r A'Irr n i 8 A fM f,� fie -VI i n-nrl t p)(1) fir csveatq to wastewater design flow rates (i.e., minimum flow per
LJVV a✓6 1 i .a✓s .v ,.. ... .. — — - — --
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal waterway to be used as vacation rentals as defined
p
in G.S. 42A:-4i.
Per 15A NCAC 02T .01 l4()s design c desi flow rates for establishments not identified [in table 15A NC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. wastewater generated by project: 1.135 GPD (per 1.5A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: _.�...
D Rehabilitation or replacement of existing sewer with no new flow expected
Z Other (Explain): Sewer extension in right-of-way to serve future commercial outgarcel.
Page 2 of 5
FORM. FTA 0 4-1

'%7II. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .03€l5 & ?�1DC Gravity Se ;
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8-inch
792
PVC AWWA C900
8-inch
75
DIP
r Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewers)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .03051 & MDC (Pu m ions/Force `lair s ):
COMPLETE FOR. EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approxiimate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the puinp(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I Material
Power reliability in accordance wzttn .1:A _V,-1. i_. U f I Ar iV2�M)( 1):
Standby power source or pump with automatic activation and telemetry - 15A NCAC 02-T .0305(h)(1)(B)_
Required for all pump stations with an average daily flow greater than or equal to,15,000 gallons per day
:- Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
[] Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
r It shall be demonstrated to the Division that the portable source is Owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-1 b Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the J
ro'ect comply with all separations found in 15_� NCAC 0 T .0305(�� �� � tom_; � Yes 0 No
p
- - . - -_.. . - ..__ ..........� - -- ------- .'L_11 I— .i..+.. .A0A !\T` enmvi;Car c%rotPt11C'
low I ,)� ty:-.!'iL ij.L I.VJ VJ l j r1i11LC1111J 11111111a1ui11 vv aaa w.avaav-- - - - -- - - - -
Setback Parameter*
Separation Required
24 inches
Storm sewers and other utilities not listed below (vertical)
18 inches
Water mains (vertical -water over sewer including in benched trenches)
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed Water lines horizontal - reclaimed over sewer)
2 feet
"Any private or public Water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinkingwater
100 feet
"Waters classified WS (except WS-I or WS-V), B, SA, DRW, HQW, or SB from normal
high water or tide elevation) and Wetlands see item I.X.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
10 feet
To slo e of embankment or cuts of 2 feet or more vertical height
Drainage s stems and interceptor drains
5 feet
Any swimming pools
10 feet
36 inches
Final earth grade (vertical)
1 SA NCAC 02T.0301(() contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Sur ace Water Class 1fc:ations NVebaage
r If noncompliance with 02T.03( 5(4) or cS). see Section X of this application
Does the project comply with separation requirements for wetlands`? (50 feet of separation) ❑ Yes 0 No ❑ N/A
?• p J P Y
r See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected OytD {�` � �. &,Ck1�{'A r r%
,Sqj �1�, tt J�Qp f�6 � 4 �� �� �
a O.o� (Aia�+.✓�6i�V� .`C:1A� [ ii.li� Y �Ar�
Hoes the project comply with setbacks ound in the river basin rules per 1-3 A ' C�'��.. 027 B -0200 -' [:]Yes ❑ ='�O
� p J p Y -� �
This would include Trout Buffered Streams per t 5A.. " CAC -B.02""
4. Does the project require coverage/authorization under a 4U4 +vationwiae or
individual permits or 401 Water Quality Certifications?
r Information can be obtained from the 401 & Buffer i'e:nnitting Branch
5ProJPY
Does project comply with 1 � A _NCAC 01T.0105(c)(6) (additional permits/certifications)? Yes ❑ No
Per 1 � �`, ? . � l E35 (: 0 "�, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
b. Does this project include any sewer collection lines that are deemed "high -priority?"
i i l s�1� "high-priorit sewer" means "any aerial sewer, sewer contacting surface Waters, siphon, or sewer
Per I S. L : (_ .--�C 02 = .0 25 y
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes [D No ❑ ?1!A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the per ittee or its representative at least once every six -months and inspections
p t3
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -wide Collection permit.
04-16 Page 4 of 5
FORM. FT1A

X. CERTIFICATIONS:
1. Does the submitted system comply with 1 5A N(` A(' 01T. the � .
• 1in Iiiulii I csi rn criteria For the �e iliiuing Qf PLIIi� 1 Stations
and 1=c��'�'e Mains (Idtest ��el•slvn�, and the f:TI•a\,it�- Se\�-el• I�TI���IIn€�tli I�t�SI�?I1 CI-i Criteria , . .,, .�• .
t�I Ia (latest � �-� ��o�� i as applicable
Yes ❑ Rio
If N©, complete and submit the Variance/Alternative Request a Design Re
review. A royal of the re nest is re uired � � pplication (VADC 10-14) and supporting documents for
rtor to submittal of the Fast Track Api3licailon and sUVIDortin documents.
?. Professional Engineer's Certification:
(Professional Engineer's name from Application Item III.1. attest that this application for
}
has been reviewed by me and is accurate, complete and consistent with
h the Information supplied In the plans, specifications,
engineering calculations, and all other supporting documentation to the best
of my knowledge. the proposed design has been re of my knowledge. I further attest that to the best
Minimum Design Criteria for Gray' g prepared in accordance with the applicable regulations, Gravity Sewer
Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast-TrackY
of Pump Stations and Force Mains (latest version). Although other professionals Permitting
submittal package, inclusion of these materials under m signature
nals may have developed certain portions of this
Y gnature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143 -21 .
statement, representation, or certification in an application Q 6B, any .person .who knowingly snakes any false
Y pp on package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed S 10,000, as well_ as civil penalties u #o S25 0 p 00 per violation.
NN.MN.N..NNNN•.••••.•••..NN....N•••MN....NN.................... ......
�
North Carolina Professional Engineer's seal, signature, and
g date.\A CAROE
• E-Z . .
0405-01 _
�.. M... N............... ...... N................... ................................... i
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name title attest that this application for
from App cation Item:. .) �.
_-_ -. A%A j„ u,,,,LLL,L« eau Lucilpieie io the best of'my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation pp g and attachments are .not included, this
application package is subject to being returned as incomplete. I understand that •�
discharge system to surface waters or the land will result in an immediate enforceany discharge of wastewater fi oin this non-
ment action that may include civil penalties,
injunctive relief, andJor criminal _prosecution. I will snake no claim against the Division
of this permgassed part
Pen -nit be violated. I also understand that if all re � Division of water Resources should a condition
s of this application package are not completed and that if
all required supporting information and attachments are not included thisapplication package will be returned to me as
incomplete. a
NOTE - In accordance with General Statutes 143-2 I 5.6;� and 143-1
1 1 613, any person who knowingly snakes any false
statement., representation, or certification in any application package shall be guilt
include a fine not to exceed S 10,000 as well as civil penalties u � Y of a Class 2 misdemeanor, which may
P p to SZ5,000 per violation.
Signature:I/--
Date
FORM: FTA 04-16
Page 5 of 5

Entity Requesting Allocation: Gordon Road Investments, LLC
Project Name for which flow is being requested: Smith Creek Village
More than one FTSE may be required for a single pr oject if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. VV) VTP Facility Permit #: NPDES NC 0023965
.ill flows are in MGD
c.
WWTP facility's permitted flow
1.6.000
d.
Estimated obligated flow not yet tributary to the WWTP
2.704
e.
WWTP facility's actual avg. flow
10.661
f.
Total flow for this specific request
0.001134
g.
Total actual and obligated flows to the facility
13.365
h.
Percent of permitted flow used
83.5%
II. Complete this section for each pump station you are responsible for along the route of this
.proposed wastewater flow.
List pump stations located between the project connection point and the DTP:
Pump
Station
(Name or
Number)
(A)
Design
Average Daily
Firm Flow**
Capacity, * (Firm / pf),
MGD MGD
1 1 ddd
A L 9
(B)
(C)
(D)=(B+C)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
MGD
A Afl2
MGD
1 101)
Flow
r% 241
f
(E) =(A-D)
Available
Capacity***
The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < o.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: WQ0020442
Page I of 6
FTSE 04-16

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
c
Signing Official Signature &at
Page 2 of 6
FTSE o4-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station ('Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
24% total flow % and 1.39�MGD of the Available Capacity (E) in PumpStation
and that
89
b. The rate of activation of this obligated, not yet tributary capacity is currentlyapproximately
pp y
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
,Smith Creek PS Upgrade
- pde ^� is in design or under construction with
planned completion in _ 3rd quarter 2018 ;and/or
d. The following applies:
A second funded ca ital pKoject, namely the Blue Clay Road Force Main, will also provide
additional capacity at Pump Station 89 by diverting existing flow that is currently tribut
to Pump Station 89 directly to Northside Wastewater Treatment Plant.
Therefore:
Given reasonably expected conditions and planning information there is sufficient justification
to
system infrastructure.
ooa of over -allocating capacity in the
I understand that this does not relieve the collection system owner from complyingwith
G.S. 143-
21 5.67(a) which prohibits the introduction of any waste in excess of the ty ca aci of the waste
disposal system.
p
Signing Official Signature
Page 3 of 6
FTSE a4-16

SMITH CREEK VILLAGE
NEW HANOVER COUNTY
NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
Prepared for:
Hawthorne at Smith Creek Apartments, LLC
806 Green Valley Road, Suite 311
Greensboro, NC 27408
PARAMC:)T,Jls4T
E N G 1 N E E R / N G. 1 N G.
122 Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project # 16252.PE
August 2018

PROJECT NARRATIVE
Hawthorne at Smith Creek Apartments, LLC is proposing to construct a multiple family
development at 4645 Gordon Road (New Hanover County Parcel ID R04300-001-004-000). The
property has an approximate latitude and longitude of 34 ° 16'49" N, 77 ° 51'48" w and drains to
Smith Creek which has a stream classification of C?Sw (18-74-63) and is within the Cape Fear River
Basin.
The private development will consist of 318 apartment type units (288 1-2 bedrooms and 30 3-
bedroom) units along with clubhouse and pool. The total wastewater generated by the project will
be 81,050 gpd per the corresponding use table. The private line lengths are as follows: 1,995 LF of
8" gravity sewer.
The public portion of the project will modify the gravity sewer near Gordon Road to serve a future
mixed use lot that fronts Gordon Road. The lot is 1.289 acres, therefore, a flow allocation of 1,135
gpd is shown. The public line lengths are as follows: 867 LF of 8" gravity sewer.
The project contains gravity lines and manholes which are within 50' of wetlands. The plans require
and show pipe materials and testing to meet watermain standards and for manholes to be fully lines
with waterproof material and vacuum tested for these sections.

Project Name: Smith Creek Village Client: Gordon Road Inv stments, LLC. PARAMOUN
Project Number 16252.PE E N Ci 1 N E E M I M G. I N c.
Prepared By: CWM
Date: 4/4/ 18
ected Wastewater
Residential: Multifamily
Use Input
of units
Pro ected Deman-d-7
Demand
Multifamily (1 & 2 bdr.)
Multifamily (3 bdr.)
88
30
240 gpd/unit
360 gpd/unit
69,120
10,800
gpd
gpd
Community Center
Use .input
of seatsj
Projected Demand
Demand
Clubhouse
86
5 gpd/seat
430
gpd
Use Input #
of ersons)
Pro ected Demand
Demand
Pool Area
*NOTE: The most likely use of the Community Center buildings will
per the 2T rules, the best use to model these buildings would be
hold, we approximated that a 20' x 20' area would seat 10 persons
be used for seating, leaving the rest to miscellaneous building ne I
70
be space for receptions
Church with kitchen
(10' dia. Table w/ chairs).
ds.
Area (sf)
10 gpd/person
I
or other similar gatherings. In order to project the wastewater demand
(5 gal/seat). To calculate the number of seats that each building could
This calulation assumes that 75% of a buildings floor space could
Seats (B.A./400 SF)*75%*10
1 86
700
81,050
gpd
JGPD
Building I.D.
Buildin
1
1
4.600

— - - - - - - - - - - - - - - - - - - - --
.. ... .....
7 - 77..
. .... 7­7
%
re
1v
4>
................
— — — — — — — — — — -
21
CA 2
2
z u
n
"Ilk
RVITO;WAY
W
. . . . . . . . . . . . . . . . . .
SITE KEYNOTES:
[a 24' CURB A GUTTER (TYPICAL - SEE OETAIL)
a
DOUBLE 4'YELLOW CENTER LINE
F21 ASPHALT PAVEMENT(TYPICAL - SEE DETAIL)
10
-r WHITE TURN LANE LINE
[a CONCRETE PAVEMENT (TYPICAL - SEE DETAIL)
H
CWHITEMINI-SKIPLINES
El CONCAETE StNWALK (TYPICAL - SEE OETAL)
19
4' WHITE DIAGONAL LINES (TYPICAL)
F51 TYPE 11 HANDICAP RAMP (TYPICAL- SEE DETAIL)
8' YELLOW DIAGONAL LINES
19 TYPE 2 HANDICAP RAMP (TYPICAL - SEE DETAIL)
21
WHITE LEFT TURN ARROW
n7 TYPE 3 HANDICAP RAMP (TYPICAL - SEE DETAIL)
R
WHIT13 RIGHT TURN ARROW
ED CONCRETE RISER(S) (TYPICAL - SEE FINE GRADING PLAN)
r2�
S'WHITE CROSSWALK LINES
Im WHEEL STOP (TYPICAL - SEE DETAIL)
2
MOUNTABLE CONCRETE MEDIAN OR YELLOW I
riq DUMPSTER AND RAMP ACCESS (SEE ARCHITECTURAL PLANS)
Im
Ir WHITE MINI -MOP LINES (ROUND -A -GOUT)
11 GEOSLOCK 5150 ALL WEATHER EMERGENCY ACCESS (SEE DETAIL)
12
WHITE STRAIGHT AND LEFT TURN ARROW (RO
12 VAN HANDICAP PARKING SPACE. PROVIDE SIGN PER DETAIL, (TYPICAL)
O
-r YELLOW LINE
STANDARD HANDICAP PARKING SPACE. PROVIDE SIGN PER DETAIL. (TYPICAL)
C WHITE PARKING STRIPING (TYPICAL)
14 RETAINING WALL (TYPICAL - DESIGN BY OTHERS)
30' CURB A GUTTER (TYPICAL -SEE DETAIL)
24' WHITE STOP BAR
59
TRANSITION FROM 30' TO 24' CURB & GUTTER
l31
WHEEL STOP (TYPICAL - SEE DETAIL)
U
2 .1 Il.
&
49
Pwpmio WvLAW MrACT
IrMCAL)
��� 1 I I l � �� I I ��
N I
id
-- - -----------
. ............. . ......
. .......... ......... ...
....... . .... 0
xmwmhbdow
cimholm lyoug4
GRAPHIC SCALE
too 200
SCALE: ='

SITE KEYN
ED 24' CURB A GUTTER (TYPICAL -SEE DETAIL)
DOUBLE 4* YELLOW CENTER
ASPHALTPAVEMENT (TYPICAL -SEE DETAIL)
rl 71
LINE
4'WHTTE TURN LANE LINE
L?j CONCRETE PAVEMENT (TYPICAL - SEE DETAIL)
4'WHjTE MIN14KIP LINES
CONCRETE SIDEWALK (TYPICAL - SEE DETAIL)
TYPE I HANDICAP
4'WHITE DKWNAL LINES (TYPICAL)
FWAP (TYPICAL -SEE DETAIL)
TYPE 214ANDICAP Rm4p jjyprAL. SEE DETAIL}
LIM
B
I? YELLOW DIAGONAL LINES
WHITE LEFrYURN
TYPE 3 HANDICAP RAMP (TYPICAL - SEE DETAIL}
1,;m
ts
ARROW
WHITE RIGHT TURN ARROW
UJI CWCRETE ASER(S) (TYPICAL - SEE FINE 'GRADING PLAN)
®
ir WHITE CROSSWALK UNCS
0HE WHEEL STOP (TYPICAL. SEE DE
mj TAIL)
rl
MOUNTABLE CONCRE TE
in DUIAPSTER AND RAMP ACCESS JSS:- ARCHITECTURAL PLANS)
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MEDIAN OR YELLOW PAINT
011 UOBLOCK 5 ISO ALL WEATHER EMERGENCY ACCESS (See DETAIL)
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IN
Ir WHITE FAINI_SKv LINES (RoljND.A43OUT)
WHITE STRAIGHT
VAN HANDICAP PARKING SPACE. PROVIDE sr
— N PER DETAIL. (TYPICAL)
0
AND LEFT TURN ARROW (ROUND
4- YELLOW
013 STANDARD HANDICAP PARKr4r. SPACE. PROVIDE S" PER DETAIL (IryPbM)
®
M2
&Z'a
LINE
4- WHITE PARKING STRIPING [TYPICAL)R
RETAINING WALL jTypjcAL. Des" By OTHERS)
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®
W CURB & GUTTER (TYPICAL - SEE DETAIL)
La 24"WHITE STOP BAR
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TRANSITION FROM 3Cr TO 24'CURB & GUTTER
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WHEEL STOP (TYPICAL • SEE DETAIL)
AT GnAft
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PROPOSED WE UND IMPACT
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GRAPHIC SCALE
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SCALE- r-50,

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Dewberry
m Rd a
Gordon Road Site
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Northbrook ro—°
Dr
Gorgio Fad
VICINITY MAP.
NOT TO SCALE NpRTH