20140978 Ver 1_More Info Received_20141023

CurrYENGINEERING®
TRANSMITTAL FORM
TO: Karen Higgins
NCDENR - DWR
512 N. Salisbury Street
Raleigh, NC 27604
SUBJECT: Tyler Park Subdivision SWM Plans
CURRY PROJECT NO: 2014 -030
We are sending you the following items:
DATE: October 21, 2014
SENT BY: Andy Petty
COPIES
ITEM
DESCRIPTION
1
Plans
Full Size (24 "x361 Plans - Stamped by TOFV
1
Letter
Copy of NCDENR -DWR Letter
1
Letter
TOFV Construction Drawing Approval Letter
These are transmitted as checked below:
For Information _ Approved as Noted - Revise and Resubmit
X As Requested _ Not Approved - Revise and Resubmit
For Review and Comments _ For Record and File
For Revision X Submittal
For Approval _ For Recording
Approved _ For Signature, then return to:
REMARKS:
T (919) 552 -0849 205 S. Fuquay Avenue
F (919) 552 -2043 Fuquay - Varina, NC 27526
P.
EST u,
o 10
\�ti CA R U\'N

Curry
ENGINEERING
October 21, 2014
Ms. Karen Higgins
NCDENR -DWR - Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604
RE- Tyler Park Subdivision DWR# 14 -0918
Stormwater Management Plan
Dear Ms. Higgins:
DC @(�nVC
OCT 2 3 2014
DENR - WATER RESOURCES
This project obtained a 401 Certification from the NCDENR Division of Water Resources on
September 5, 2014. As part of this certification, we are required to submit approved
stormwater management plans to your office. Enclosed please find the applicable stamped
Town of Fuquay - Varina Construction Plans for the approval of the stormwater management
plans.
The stormwater management for this project is being achieved by utilizing two wet detention
basins on each side of the project. To remove the requirement for a level spreader and filter
strip, the wet detention basins have been designed to treat 90% TSS. Additionally both wet
detention basins discharge upstream of any stormwater riparian buffers with non - erosive
velocities and rip -rap dissipater pads.
Please let me know if you have any questions or need additional information
S p*lcf rely,
Curry Engineering
Andrew Petty, PE
Associate
T (919) 552 -0849 205 S. Fuquay Avenue
F (919) 552 -2043 Fuquay - Varina, NC 27526
CJJ��Y ENC�N\
F
E$ 1:10
% N
o Q 10
\y CAR

6
NCDENR
North Carolina Department of Environment and Natura
Pat McCrory
Governor
September 5, 2014
HH Hunt Tyler Park, LLC
Attn: Harry Hunt
2303 Stewart St.
Fuquay- Varina, NC 27526
Resources.r'=L`
John E. Skvarla, III
Secretary
D W R # 14 -0918
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
Tyler Pari< Subdivision
Dear Mr. Hunt:
You have our approval for the impacts listed below for the purpose described in your application
dated August 22, 2014 and received by the Division of Water Resources (Division) on August 25,
2014. These impacts are covered by the attached Water Quality General Certification Number
3890 and the conditions listed below. This certification is associated with the use of Nationwide
Permit Number 29 once it is issued to you by the U.S. Army Corps of Engineers. Please note that
you should get any other federal, state or local permits before proceeding with your project,
including those required by (but not limited to) Sediment and Erosion Control, Non - Discharge, and
Water Supply Watershed regulations.
This approval requires you to follow the conditions listed in the enclosed certifications and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and general
conditions of the Certifications, General Permit and /or Buffer Rules are met., No other impacts
are approved, including incidental impacts.
Type of Impact
Open Water
Site 1
Amount Approved
(units)
Permanent
0.22 (acres) - --
Amount Approved
(units)
Temporary i
o (acres)
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699 -1628 Pltone (919) 791 -4200 Customer Service
Internet: w+ +w ncwaterquality.org Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone] t- 877 - 623 -6748
An Equal OpportundylAf nnative Action Employer - 50% Recycled/10% Post Consumer Paper
Nor thCarol

Tyler Park Subdivision
DWR # 14 -0918
401 APPROVAL
Page 2 of 4
Open Water _ ( -0.01 (acres) 0 (acres) —�
Site 2 - -__ -_ _ _ -- -- —
Stormwater Management Plan (SMP) Approval from Local Community Required
You are required to provide one copy (hard copy or digital) of the approved SMP, including
plan details on full -sized plan sheets, with proof of the Town of Fuquay- Varina's approval, The
approved SMP shall be submitted to the DWR Webscape Unit (1617 Mail Service Center,
Raleigh, NC 27699 -1617) before any impacts authorized in this certification occur. After it is
approved and submitted to the Division, the SMP may not be modified without prior written
authorization from the Town of Fuquay - Varina. If the SMP is modified in the future, then you
shall provide one modified SMP with proof of approval to the DWR Webscape Unit prior to the
commencement of the modifications.
3. Diffuse Flow
All stormwater shall be directed and maintained as diffuse flow at non - erosive velocities
through the protected stream buffers such that it will not re- concentrate before discharging
into a stream.
4. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre - Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500.
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification. If you
change your project, you must notify the Division and you may be required to submit a new
application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this approval letter and General Certification and is responsible for complying
with all conditions.
7. This approval and its conditions are final and binding unless contested.

Tyler Park Subdivision
DWR # 14 -0918
401 APPROVAL
Page 3 of 4
This Certification can be contested as provided in Articles 3 and 4 of General Statute 1506 by filing
a written petition for an administrative hearing to the Office of Administrative Hearings (hereby
known as OAH). A petition form may be obtained from the OAH at http: / /www.ncoah.com/ or by
calling the OAH Clerk's Office at (919) 431 -3000 for information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the OAH. A
petition is considered filed when the original and one (1) copy along with any applicable OAH filing
fee is received in the OAH during normal office hours (Monday through Friday between 8:00am
and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at (919) 431 -3100, provided the original and one copy of the
petition along with any applicable OAH filing fee is received by the OAH within five (5) business
days following the faxed transmission.
Mailing address for the OAH:
If sending by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699 -6714
If sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609 -6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699 -1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DEN R-DWR — Webscape Unit
1617 Mail Service Center
Raleigh, NC 27699 -1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR -DWR — Webscape Unit
512 N. Salisbury Street
Raleigh, NC 27604

Tyler Park Subdivision
DWR # 14 -0918
401 APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act. Please
contact Cherri Smith at 919 - 791 -4251 or [e-mail] if you have any questions or
concerns.
Sind rely,
Danny Smith
Supervisor, a to Quality Regional Operations Section
Enclosures: 3890
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Bob Zarzecki; Soil & Environmental Consultants; 8412 Falls of Neuse Rd., Ste. 104;
Raleigh, NC 27615
DWR RRO 401 Files

"
i
fU�AY•4AAI7tA, F08fN GAAWY: tl
October 1, 2014
TOWN OF FUOUAY- VARINA
4101 Old Honeycutt Road
Fuquay- Varina, North Caro!ina 27526
Don Curry, Jr. P.E.
The Curry Engineering Group, PLLC
205 S. Fuquay Ave.
Fuquay - Varina, NC 27526
Re: Tyler Park Subdivision Construction Plans, Stamp Dated: October 1, 2014, SUB -CD-
2014-08, Wake County PIN: 0668 -20 -2122 & 0667 -39 -4926.
Dear Mr. Curry:
The Fuquay- Varina Planning Department has approved for general compliance the
referenced subdivision construction plans. This approval is only for site improvements as
defined in the Town of Fuquay- Varina Subdivision and Zoning Ordinances. This does not
include the review or approval of any provisions of the North Carolina State Building Code or
any structural design plans including any of the construction trades or signage conducted by
the Fuquay - Varina Inspections Department. This does not include the review or approval of
any other permits or approvals by other governmental agencies that may be required for the
referenced project. These permits and approvals are separate from the Town of Fuquay-
Varina requirements and the owner, owner's agents, heirs, successors and assigns are
responsible for investigating the need, and obtaining these other permits if required.
All construction shall be implemented in accordance with the Code of Ordinances and the
Standard Specifications and Construction Details as now promulgated and as hereafter
amended by the Town of Fuquay - Varina. Any deviations from the Town's Code of
Ordinances and Standard Specifications and Construction Details shall be called to the
attention of the Town before such deviations are implemented.
By acceptance of these approved plans, the owner, owner's agents, heirs, successors and
assigns, agree to be bound to and comply with the Town of Fuquay - Varina's Code of
Ordinances and the Town's Standard Specifications and Construction Details as promulgated
and amended by the Town.
Approval of these plans does not supercede, in any manner, the Town of Fuquay - Varina's
Code of Ordinances or the Town's Standard Specifications and Construction Details.
To the extent these approved plans vary or conflict with the Town of Fuquay- Varina's Code
of Ordinances and/or the Town's Standard Specifications and Construction Details, said Code
and Standard Specifications and Construction Details shall control irrespective of approval of
subject plans.
Construction Plan Approval Letter October 1, 2014 Page 1

Town of Fuquay- Varina Construction Plan Approval Letter
Furthermore, owners and owner agents, heirs, successors and assigns, by acceptance of these
approved plans, agree the Town shall not be responsible for any claims, damages, losses,
costs, engineering fees, attorney's fees or other professional fees whatsoever, incurred by the
owner or the owners agents occasioned by relying upon the subject plans approved by the
Town even if the subject plans are inconsistent or in conflict with the Town's Code of
Ordinances or the Town's Standard Specifications and Construction Details.
The owner and the owner's agents, heirs, successors and assigns shall be responsible for
complying with the Town's Code of Ordinances and Standard Specifications and Construction
Details at all times.
Construction on the project must start within the twelve (12) months for the approval to
remain valid and maintain sewer and water capacity from the Town.
Prior to starting construction the owner /developer or their representative must request a pre -
construction meeting prior to starting construction. Please contact Ms. Kim Nobles, at Ph.
919 -753 -1027 to schedule a pre - construction meeting. All water, sewer, NCDOT, Federal,
State, County and/or other applicable permits must be approved by the applicable government
agencies and copies on file with the Town prior to conducting the pre - construction meeting.
If you have any questions regarding this approval, please do not hesitate to contact me at 567-
3902.
Sincerely,
60_41V�
Danny Johnson, AICP
Assistant Planning Director
cc: Mike Sorensen, Planning Director
Tracy Stephenson, PE, Town Engineer
Jay Meyers, PE, Public Utilities Director
Project File SUB -CD- 2014 -08
Construction Plan Approval Letter October 1, 2014 Page 2

STEWART ST
4F
JG
40 s
INV /i
I
NOT TO SCALE
LOCATION: - - -- - - - - - --
COUNTY:-- - ._ - - -__
PARENT PIN:
DB /PG:_..
OWS DR
I TOWN ('31F FUQUAY- V N ARIA ,�
�LEIV]7NE DA/RY RD
___2304 STEWART STREET
FUQUAY - VARINA, NC :27526
__.._.WAKE
0668 -20 -2122 2,
0667 -39 -4926
0668 -20 -4516
___R10 CZD
REZONING CASE: REZ -- 2013 -06
ONLY PERMITTED USE NITHIN
DISTRICT IS SINGLE FAMILY
RESIDENTIAL DWELLINGS<
ACREAGE: - -- -_ -_ .._ __- _--- ___ -- --
_... -- -43.69 AC
LAND CLASS: -_ ._`_
VACANT
MINIMUM BUILDING SETBACKS
LF
(QPEN SPACE DEVELOPMENT, 18 %1:
MAXIMUM
FRONT YARD:-...
15'
SIDE YARD: _. -.__—
6'
REAR YARD- - ____.___
15'
CORNER YARD: - - ---
__ 16'
MEN SPACE DEVELOPMENT,
LF
REQUIRED TOTAL:..___ _______
___18%
REQUIRED COMMON
LF OF 30" STORM LINES: -_ ..........
GREEN SPACE: —.___ ___.__._...._._
20% OF TOTAL
CALCULATED TOTAL REQUIRED: ____
7.87 AC
CALCULATED COMMON GREEN
PROPOSED LOT SIZE: .___.._..._._.___
SPACE REQUIRED: _______1.57
AC
--I
TOTAL PROVIDED: __._
AC
PRIMARY OPEN SPACE:__._____
___8.49 AC
SECONDARY OPEN SPACE: ____...5.54
AC
COMMON GREEN OPEN SPACE:__
_._1.71 AC
+"'`m k,y �/.r';+.x:,x%9��` .wsusl' „pxY wxawa .u`Yx'v,,,vn- ,.a✓�'�.�ws %.'�..��eyr66 mx4a;.n„a:� x,,.,.�.�
RIGHT OF WAY ¢c OTHER AREAS:
CONTACT: TOM UNDERHILL
RIGHT OF WAY DEDICATION:..- -.__.._.__
-..._ -0.27 AC
NATURAL WETLANDS: _. _.._... -- -- .__
.____ -- -7.74 AC
LE ACREAGE:
____ -1205
LF
z
TOTAL NUMBER PROPOSED LOTS:
LF
LF OF 8" SEWER LINES:.---. .__------- _-- _.._....._.._ -__
MAXIMUM
ALLOWED DENSITY:- _ __
4.35 UNITS /AC
-_ 1650
PROPOSED
UNITS /AC
_._____2170
MINIMUM
ALLOWED LOT SIZE:__
7,000 SF
LF
MINIMUM
PROPOSED LOT SIZE:__ _
7,151 SF°
LF OF 30" STORM LINES: -_ ..........
MAXIMUM
PROPOSED LOT SIZE:_...,.. ------
--24,421 SF
s nn �u.,o- 5 ,
AVERAGE
PROPOSED LOT SIZE: .___.._..._._.___
10,784 SF
SERVICES
MINIMUM
ALLOWED LOT WIDTH:
40 FT
NUMBER OF STORM STRUCTURES:
ROADWAYS:__._ -__ ._- ..__- _____.______- _____3.01 AC
SIDEWALKS:. - _- __-- _--- _._._— 0.77 AC
LOTS (4,200 SF /LOT):_____ _______._— __8.87 AC
TOTAL ON -SITE IMPERVIOUS AREA:--... ...___...12.65 AC
TOTAL ON -SITE IMPERVIOUS PERCENT: - _.___._._28.95%
UT,IUIES /STORM DRAINAGE:
LF OF 6" WATER LINES: _..__.._
____ -1205
LF
LF OF 8" WATER LINES: .._._._—
—_2810
LF
LF OF 8" SEWER LINES:.---. .__------- _-- _.._....._.._ -__
-- 463fl
LF
LF OF 3" FORCE MAIN LINES:._- _._ —_
-_ 1650
LF
LF OF 15" STORM LINES:_._..________.__
_._____2170
LF
LF OF 18" STORM LINES:__- _._____._._- __.___2440
-i h'..
LF
LF OF 24" STORM LINES:----
540
LF
LF OF 30" STORM LINES: -_ ..........
-.. l 'n , s , x
LF
LF OF 36" STORM LINES:_ .__— _____ __.._..._____.___535
s nn �u.,o- 5 ,
LF
NUMBER OF FIRE HYDRANTS:_------ _._.— _---
_ -__10
SERVICES
NUMBER OF SEWER MANHOLES:_. —__
_3O
PO BOX 1551
NUMBER OF STORM STRUCTURES:
73
RALEIGH, NC 27602
UTILITY DEMANDs
SEWAGE USAGE:__._ _.._....____...__— ____300 GPD /4 BED UNIT
225 GPD /3 BED UNIT
(46 LOTS x 225 GPD) +
(46 LOTS x 300 GPD) = 24,150 GPD
WATER USAGE:
GPD /UNIT
92 LOTS x 400 GPD = 36,800 GPD
GOVERNING AGENCIES:
PLANNING /ZONINGA ANDSCAPE
TOWN OF FUQUAY - VARINA
PLANNING DEPT.
401 OLD HONEYCUTT RD.
FUQUAY - VARINA, NC 27526
919 - 552 -1409
CONTACT: MR. MICHAEL SORENSEN
msorensen0fuquay- varina °org
EROSION CONTROL:
WAKE COUNTY
EROSION CONTROL
336 FAYETTVILLE ST.
RALEIGH, NC 27602
919 -856 -6195
CONTACT: JENNIFER MITCHELL
WATf-ChEE7 COUNTY, NORTH CAROLINA
rk.l.ONSTRUCTION DRAWINGS
4'kA
UTILITY AGENCIES:
US ARMY CORPS OF ENGINEEEnS_ (USACE)
WATER & SEWER
NATURAL GAS
USACE RALEIGH FIELD OFFICE
TOWN OF FUQUAY- VARINA
U14 i" } :.uk
B i
F g
a'°a
T / h
3 `~
{ 5 I L ` % t
# 1� 2
A .. "',rd,
919- 554 - 4884 *25
-i h'..
* a
c �° S y„ .. �a//
. , tY
$ :,w &y
fix,.. � ' e
-.. l 'n , s , x
,/% .r u "�. _
SITE & STQRMWATER
s nn �u.,o- 5 ,
PROGRESS ENERGY BUSINESS
#� • AV ,-
NCDENR RALEIGH
SERVICES
ENGINEERING DEPT.
r
PO BOX 1551
ar ♦ # — s •
3800 T DRIVE
RALEIGH, NC 27602
FUQUAY - VARINA, NC 27526
RALEIG HH, NC 27609
919- 481 -6171
919- 753 -1039
,
919- 791 -44 232
CONTACT: TOM UNDERHILL
CONTACT: MR. TRACY STEPHE4SON, PE
- > ..
4'kA
• 4= •
UTILITY AGENCIES:
US ARMY CORPS OF ENGINEEEnS_ (USACE)
WATER & SEWER
NATURAL GAS
USACE RALEIGH FIELD OFFICE
TOWN OF FUQUAY- VARINA
PSNC ENERGY - SCANA
3331 HERITAGE TRADE DR. S1,1TE 105
PUBLIC UTILITIES DEPT.
•
WAKE FOREST, NC 27587
401 OLD HONEYCUTT RD.
COLUMBIA, SC 29202
919- 554 - 4884 *25
FUQUAY - VARINA, NC 27526
919 -367 -2728
CONTACT: MR. JOHN THOMAS
919- 567 -3911
I�.
♦z 4wp
CONTACT: MR. JAY T. MEYERS, PE
ELECTRIC
SITE & STQRMWATER
NCDENR -DWQ SEWER
PROGRESS ENERGY BUSINESS
#� • AV ,-
NCDENR RALEIGH
SERVICES
ENGINEERING DEPT.
r
PO BOX 1551
ar ♦ # — s •
3800 T DRIVE
RALEIGH, NC 27602
FUQUAY - VARINA, NC 27526
RALEIG HH, NC 27609
919- 481 -6171
919- 753 -1039
,
919- 791 -44 232
CONTACT: TOM UNDERHILL
CONTACT: MR. TRACY STEPHE4SON, PE
- > ..
TELEPHONE
AT &T
•
RALEIGH, NC
877- 253 -0009
,,.
'lip
• 4= •
UTILITY AGENCIES:
US ARMY CORPS OF ENGINEEEnS_ (USACE)
WATER & SEWER
NATURAL GAS
USACE RALEIGH FIELD OFFICE
TOWN OF FUQUAY- VARINA
PSNC ENERGY - SCANA
3331 HERITAGE TRADE DR. S1,1TE 105
PUBLIC UTILITIES DEPT.
PO BOX 100256
WAKE FOREST, NC 27587
401 OLD HONEYCUTT RD.
COLUMBIA, SC 29202
919- 554 - 4884 *25
FUQUAY - VARINA, NC 27526
919 -367 -2728
CONTACT: MR. JOHN THOMAS
919- 567 -3911
CONTACT: MIKE KASOPSKY
IF ♦ #;
CONTACT: MR. JAY T. MEYERS, PE
ELECTRIC
SITE & STQRMWATER
NCDENR -DWQ SEWER
PROGRESS ENERGY BUSINESS
TOWN OF FUQUAY - VARINA
NCDENR RALEIGH
SERVICES
ENGINEERING DEPT.
REGIONAL OFFICE
PO BOX 1551
401 OLD HONEYCUTT RD.
3800 T DRIVE
RALEIGH, NC 27602
FUQUAY - VARINA, NC 27526
RALEIG HH, NC 27609
919- 481 -6171
919- 753 -1039
,
919- 791 -44 232
CONTACT: TOM UNDERHILL
CONTACT: MR. TRACY STEPHE4SON, PE
CONTACT: MR. JAY ZIMMERMAN
TELEPHONE
AT &T
RALEIGH, NC
877- 253 -0009
• 4= •
NCDENR - PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER
RESOURCES
RALEIGH REGIONAL OFFICE
3800 BARRETT, DRIVE
RALEIGH, NC 27609
919- 791 -4232
HH Hunt Tyler Park, LLC
r■
#
�
I
0
cf�
$ i LL
NM
" !
to
{{
IF ♦ #;
p> 9 ig _D
<y
yy4
• #' *' •
i
4
NCDENR - PUBLIC WATER SUPPLY
NCDENR DIVISION OF WATER
RESOURCES
RALEIGH REGIONAL OFFICE
3800 BARRETT, DRIVE
RALEIGH, NC 27609
919- 791 -4232
HH Hunt Tyler Park, LLC
r■
•. :, 1. � 1 t � •� - �-
/ , * ] _ M AM
NOT • CONSTRUCTION
r
1
N
ti
c N
> U
az
cr
m c
N LL
m ()
co O CD N
N LV
�L0
ar rn
W x
Z t
O N
Z
w
N
W
W
= O
N
J N
z
ftl
� 4
°a o:
e o
W v Z
bn� w �p
_Z
5
Z
W
�
I
0
cf�
$ i LL
NM
Ca�
to
{{
c_
p> 9 ig _D
<y
yy4
•. :, 1. � 1 t � •� - �-
/ , * ] _ M AM
NOT • CONSTRUCTION
r
1
N
ti
c N
> U
az
cr
m c
N LL
m ()
co O CD N
N LV
�L0
ar rn
W x
Z t
O N
Z
w
N
W
W
= O
N
J N
z
ftl
� 4
°a o:
e o
W v Z
bn� w �p
_Z
5
Z
W

0
xj
1 S
.0
Z
/ it 0,0
. .... /'00
V
7
STOR
v
z
elks ENT
D4
V,
1/5
Z
A
"0
20—+44t M
o
J
EASEME:t4r,
A
V
07T,
A r
i
I,
fr
tk C
F v
P.
O
"XI
NOTES:
V
L
01),
4�
fLi
5
777,
.9
. ........ ..
CiD
f
V
T"
�L30' PUB JLId UTILrlT -I!
E56 EM
E*
L
V "Lg,�-w Pi :PUBLJC
84
Z
V
RIPARIAN
/%
E
OMW 6�6 -
VARMLE-VIDTH -PUBLIC I
-ST
'EMW
_OR M
S�fr
V
R
Q
LE
VETLAQS. N
C)
'BIT,. ACCESS, EASEME
V
s.
J-
f
f V
. .. ... .... L
V 4
'j
N,
7- 82 01
N-
iq� 4 V 76),�,X
10
,79
Al V C
C -,M RE' D
L"M
WAM
F
C.., RIG OF
, I ,, 11��, , ; po
& ST1-,WE-
26
N
jj
5' PUBLIC UTILITY-1
EASEMENT V
JJ V
N, yyrs
N1
'0
VARIABLE Vk
WIDTH
N Qt
vu
w.
ILE WIDTH - ------ I STORM EASIEMLNT )A%
jjt
All R1iDGE C',O U R T i,
V
VARIA91 yF
C[F WAY
P
i 'PUBLIC RIGHT
�m "BM k,
4�
(LOCA��Jj I ' I- —'— A j
"t2
V(
55 I6
i f
4'
Jr 1
0
WETLANDS, j
ff
% iL X
~40 PUBLIC -%MLITY' PROPERTY BOUNDARY
PALMER PARK D'RI:V-E-
EASEMENT 4
50' PUBLIC RIGHT OF WAY VARIABLE WIDTH PUBLIC
(RESIDENTIAL COLLECTOR) UTILITY & ACCESS
EASEMENT
'6Ljc uTiLrrY `,,,
20' PU
EASEMENT
UVIEWED FOR
COMPLIANCE
Plans have been reviewed for COMPUSn" Wlth ToWn
Code of Ordinances & Standard Spwifications &
Construction Details and are approved PW
construction subject to all st3t9m*nts, Ogrear"nits -
and conditions got forth In Town approval loiter - Uid
letter Is hereby Incorporated herein by reiprence.
8 :g
x
w
N
to
W
W
N
tL
S 0
C11
y
¢z
LL
0 '0
(Ij U,
0) cl)
0 00 0
cm
N N
LO Lo
I.- AL

"I" �Ily " I ,��-Yl " 1* /I \ " ' e'^" - ., �_ - "I ­_ ` - . 11
0��r/ V11, I " , �11W/Our (340)74440�,13 ' \ \ , I
V �v .
/ , f / � . �, , -, �11 \ . \\
/ P 71 �� - I ( 1� �/ /1'r � � "I - A ­-
/ I
, I / " / , ,/ _", 11 ''/ , I—,
/ 1 11 I ��, �, / / I I , / ,,` ,� , �, 9,5 tj�­ 1 so-/- -
I " I 1� 11 , __ / / 1�� I
,
, I ? 11 � / /� / // /, 1 ; � " , , - ,� �, RCP 0 6.42%_ ,,,, ,,, , 11. - ,� 1, 11 - -
____ , - I . . �_ - .�,�`�_ .L-.- /I -/, - ...��!� Am6 - ,
- - ,�,, a ---.a- - "
I I . "Ill � I =� ;7 _/ / � 11 / I 1� 'I',
. 11 I / / / ,� / / I
,,/ / J / , / �, , � -
/
� /115� " / 1 / / , � , / 11 / r , .1 - 11 ­ �1'1 � \
V_ /' �, _
-
, 11 I ,; � il � 11 , I / , 1', ,, -CB#113
, 1'p�­/ / � � I � / I I I / ­1 " ''I -_ "
/4-1, : ;1 I � / 1, �i< / - RIM=432,.71 I ,%
/ 1-1/ , / �, " / / � / /I ", / " \ 1� , I/- �,/ , / " /" _,��_ -
. "
,-­ � ", I - I � / ---- I 'k
I , " " , , I � /11 , / ,414V N " (1,11 5)=427.06
i '_/ / I/ / / I " , /- - --" I.W " %
�
I/ � I 1'�, " � � � i,� I - ,,, / " , IN (1 14)=427.21 1
11 " \ I / ,,
; 111�1' � . 11 " 11 .1 ,� �, I I " I
I I � I � I I
,�, / / /� / " ; I 1, � � , �,-"�" , /' INV,OUT (1 1 li�)�P*JS�16 ­ �i
, / ;/ - / z I �11
/ I 15 I
llj 1/1, / , , /1- / I _-
I I I -.1 "') , , "I I � , RCP 0 5.92% \
11 / � ,� / \ 11
,� Y 11 I ­1111111 '­­­,�- - A,
, 1'�,, � 11" ; �� � ,� , / / ,// " �15 1 ) I I
.__
/
/ I'll I I/ 1�; 1, I f" / 1, 1� / "I � I., \
11 ", I 11 � 'r _. " \
/ V� / / ,,� , / 11 ./ � j "I ,,,, I _,� ""Ill - -- _ CB#i'i i I _',
I f, / 11 I? 1� / I \
,
I I 1; " I / I IM=425.73'
.'I / , , / " , I / , , / / " I - ", IN=4,19.85
I , I I
/ "I / , 11 I I
,
� � i I .1 1/ �� / _20.1 0 1 /,I)A
- INV IN=4
, 11 / '? � / / : 'i
I J/ / / ,-" " " / i 11, 1! _��_ - EM , I INV OUT=419.75-,""
� I , / " �, � ,/-
� 11 / / ,� / �
� ; �/,
1 / 1 / /j I � 11 � ,,,, / /I // / /' (I 118 LF,le \
I
I :
;
Z. � / , Y ? 1. ? W ti, D TCH l , I/ RC 6- 2.25% 1
1 , * , � ��
I 11 I I � , , ! / V�SH4PE/61Z I PITCH , � I ­ \ .-
/I I � � 11 P 11 11 ,,,,, o� __,_ r
/ �/ / � � " , 1,1 5;s1FT.'DEE / 11 I" - - - ", )
1?1 I � / I 11 �
I / I I I I � / 3- t SIP.E LOPES ,' ", , P LF 'is- �
I , ' . , , , z
/ /4 11 i e ' DZI ,/ - \ RCP 'O, 2.00% ,
� !" ,,SEW WITH/ GRASS I -
1� � ; I / ; " , I � * � fl, � _11 "I" \
/ / / � I ;1 - - ... Cap I 1
1 1 I' " / _,-/ I—' -
� I /� � , I I I I I � - ,-, 1 I ---- A, 2
; I , / I 11 � � I - I _ RIM=423. .11"
I I ; � �, , , , / , k, �' �, ,;� I - I
I I �, ; ; , � I � I INV IN\ (i'l-1­A),-- - ­-
I I
11 � If' � � , . i I r I;, I /` ,-,�#1 3 INV IN \ (112)x- =.
L
�,
e I ;1 / ,/ / / / r I- '�, " /RIM Y -41 0 _-, """INVI OUT N(l i 0)=41 C%,
I i " I -11, I I
t I ji i /I / , , 1;1 I 01 414..31 11 "1, 45 LF 24* ­
�
� f / ,- f � , �4 , I , , \
i I � // / , I /' \
I , " 7
- I I
i I / j , " < I / 11 '1� (, 11 5D, ,,, RCP 0 4.38% -
, , , I / \R
- - -
�_ 11 \ , , �, 8 W 180 ... �
- I I __1 / - 11� �
, I
�_' , -
-, , 6 � " � - � � L... -1 i � \
� - N�'­', I , � li 1.
, ­ - ", �, CB#1 10
,.,/, 4 � _'� I_, � ... / _ I i � , . RCP \0, 1.00 : 1
3 � � , 11 I I �
,
/ -, , ­� V " -A ,I III- r ,'I \ 1 � I 1: , RIM=421.29 I
, -v ­� ,� ,; �, I . I 8#12 9,.
" , 1 I I
­ , I , 1 / 1,1, I ,� � INV 0 (1 i�)=4114.63
') I I I ��,, I . ... .. 1"l- I , I 1i ", ,� I - I _
, 1. i I I I , ­ -
�
o�i, �IM-.i is. "
�,/ , - I 11 I , , INV OUT (10�=414 -
­', ,,, ,�, -1 �_' I � � Ifiv '113 ):;�: , 3 � -
,
- , ,
I
, � � 1�,"/* , ; I � I j I � \ ", ­� I !P
- - I � I
".) I I I ,� � 11 �
, I . � I (I L_ ,
� � -, i I I ! 1W " 4 + 11,
I � , -f '/'1,�,!,­"';,-, ?� .13
I �, 11 , , � � ,
, I - u" tJ "; C� ,�/' ,_2 - I "
V , � " � i "I ", _._ -, f i I A i � I " -
I I'll �� I � , I ; I -, �,, INV 121)= 4`t`4.03
1 1
, . I ,
I . ; I I
I I ;
! 1 I � ., , , I i � I I \
,
9 i I � , i i '
� I I i : , Cb# 22k- � � � .
,
I
I
; I ' �,
I I ' ' 1
. - "' . 1 -41, it � i RCP�,P LF1 �001X - ­ - - -.1-11 , ­
-
I i r ; � klM� 9. I -
� I �:._,) "'I - V11 11, , -
� , I,< -
I I 1 ,,-'I � 5' ll�qv 0 _-r 17 74 ; I r ­ I
.If
� � � I � ��
� " ­�,�, /I r5zil 11 ; I
I � I �
d . ; \,
, . I :
! 11
\
-\ _,",t- ,
­­ o . ........ " 19"
�,
_2 0� - 15 1 , - , -1r\, ­_ I I", 1�� ,_� " INV' 1,Ns-0,430.57
8W QOX � _ 17
..... , , I
W INV OUT=41�30.47
1 , ,
" I- � 11 . .. . � ... � '� ... �-, ,_�, "
11 CB#1 12A ­ � -, - 11 _;,_:�: :i ... � . .....
"--�-k�-, " ..i­ (__; -77-- 1
% RIM-4257T,`­__7 - \ ­'\ � I , 1���
.�­ Ir 1.110
INV IN=_422J7_
.�.
,
I I I IT Z,, ) �`,,�,
I _NV-,O0T=42l.69 " , 1, ,­', ,
,-- 11
_,�,
11 ­ ", , I \ \ I � . . . ... ,�11 i
I ,
�
, � . `\ o 1-1-,
, �
' I � ,� \ I 1, ,-.-, "I ,�
" Y1 ,
RI V=42 .50 , � , : , \ _11- I I I , �
1i A � � , ,
n
I � I
. �
�
I " I 1 I -, 1\ \, \1 1, 1k, l �
EMENT
"I \ ,,,, , ,,tee..
I "', x „ "#
', zi 1,
I
I �
, 260, LF "' 5 -1
1. I
,
"I' A ��, (:')RCP - 1. 0%
111k
r,B#1 12 " " � ,,,� I ' \ � �� ,,
- I , WEST, DITCH "#2 ,�, �
RBA;=423.2�",,, \ 11 1, V-SHAPE DRAINAGE DITCH
I
i 0 k INV 04,(113 *07,74 ,�,,
k- LF 51150 Rd , , 1 1.5 FT. ,DEEP ``, _!_;�,_,---
J,q 12.00M � INV OUT N 1).14- 17.6a 1.1 SIDF_'_SL0PES'\ - � �,
I I ,
. x I
�3 ,,_­SEb)­' WITH 'BERMUDAGRASS; 1 4
� - \ I
" 11 4
, \ ,
I
17 IR,115, , ' ' '1� "" 16 , ,
" \ "' � , , __D .00% \ \-A "i, I , 1, OCB#4O ---,,�
,
,
,
� � ,_ � , ,
� , \
,
k�\ \ , \ ._, / , I - 29- PR T 11 , 1. , ,, INV I I RI'M=435.0'
\\� � A, , 11� \ I 6)'m',�Q7.4,,,
I 11 ,
" ­,, ENT '� .� INV 0 44 )=427.37
,
� , A, I - . \ M_ �
,
I 1
132`
''\
\ I
I I �
423.00 ' )", .
, , C ,, 1, \ \ \ I
,
, % �11 \
, I - ­-, Y \, I
" 1 48.,l 3 \' I -, I \ r , ',, , 11,
, I 119 ,\ I \ , ­11 ­� I
"
V, , 1, �\ , I 11, 11 I I
I 0 RIM,"25 00 I � '�, V V 11
, �1 - ' '(120)�g , I ­_�
INV`��
I �,��,,
�',
L �
',11,
,
, �
�
!I-
,
"
I
'� /\-, --
I
, I / -
1\
I
MM
M,
, � �
M
12
I I .
I I \ 5
I I \
I ,
, � I 1 , � ­
; j I "I � ... � I
I I I i ; � � � - " , 7 , ,
11 I � - I i 11\ � ""N ""', I
V IILI, I 11�
, - -
I x ;
MATCHLINE I
_1
I
- -
I
,
,
REFER TO SHEET C-13
,
I I
I I ; I 11 I
I
� � I I j
� ;
; , � � I 11
; 181 LF ,15" 11;1`1�" I" , ;
I I � � ... ;­11 1-1 I . I I
I 1 �'!),�''; , I'', � ,� _ , , I
RCP 0,/' .00X '',: '�,' ; f " <11'. � 11 "
I
\ I L 11 I I 11 *
I
I I -/, ; j " , I UJ I
I I F I I
I I ­1-
"I I ......... 1, I/ I ,
/ d - I
-- , \" Z I
� ,
I , I ,
, i,
/ I I ,
, (
I _2
I ,
I I I I __11
,
.j t5
I . \ � ___
\ W
I / i , - - I ....
i " /" " � " � 3: x
,
/
I I i_
. I I I\ - I � , �, , � 1 V !,-
11 I ! I I i 1 ; 1":\ I _ ... 121_'­ �,.,, ,,,,,, ' ✓ V
I r I I i CA
1111 , i I � - , I 11) , ­ I
1 I � � I / I .1, r ��, 1), I
; I , 0
1 � i � � �� �,\ , 11 � I 11/ -
I I I ! 1 I \� / ij,"L_', 11 � ,­ /�, , 1 " � ,�_,, ' I 10 R
,
I
I i I I ... / i"A -
I , ""'_ ,
I . -
I i e , I - I
1, � I � � "I'll, � 1 1 ,
; 1,1 I I I / ;, "
I I , - 'Cl
I � ; I ; " � ., , �­'­,
e I I I i " 1- I t
f i I � I i 1, I I I'll
,I 11 i " ;
I I I I
� I I
� z t I
I I I �
I i � i � e I i � �
� I ­ I
I I i � ; ,
I , I I I I A I
I I i I / I ­
. I
11 I \
� I I I z
f I 11 3
' -
I 1 I I I I
I p I
; I : ,(cs
, �vo,!N � "", ,
.1 I � I � I z
I 11 � z I � 3 1 -,,I -11 , , , ;
I , I i � I I 1'�;�,
k I' I : �­­, �, � - ,I
I z I 1; 4 � � � I � ­_­�,/
. : � " r:_11v," '; �, , ­ �,, � : � , "
� I I I'll, ,� , �_) ,-1,
�
�, � /111 ! i / ''I I /
� I
11.) 4
: I 11 � �; ",
1�11 CB#f 1 2 I 1 �, ,� i I , ; " , : " 1� I F I ,
z I I
i I I- 1-11"
;
J� I I \ 1, , I - , 1, �
RIM=435.68 / _1 "I''.
A
.
I �
"
t faV IN,'(413)-430.68 i . I I � I ! I
,
; ; / � I I I 1'� li \ /
I ' I I 1,
� I � o
INV 0 i I � � i J 1.
1, ,U� (41 1)=427.73!' 1 � i � I I I I �,�) r_' r,-
I , ; : I . I / / ,
. � , � , ?I � � � 1, , � ., , , 15-1 I I
. , . I
. . � ; ,
\ I � I I I 1
" 'I , , , i , \ , 1 4
"' ,
, I �, IT-H
, . � I . ,­\ � I I ­­ ..... I ;
, I =� ,-- � / � ,,� / , ­ - ­-
. - i i I � � ", / 1
_'�,"� / 11 I " , ­_
,_ " ,-", " -,
� � ­, �, � I , I ""I 1, -, ��,,,,,
I , -_ I , I �
I �
�______�11'1__ __ I 11 I � \, ,,, ,51 / ,' -
11 � 11 \, , , ,
, I � -11
, """ ; ;
-_ / , " 1
I r _\
% \
I ,
,
11 ;, � s __) , \ \Ia''
- , 11 � " ,,,,,
I
I -1, ­ x � 11
I
11 11 " , ,% \ x, , I
; `I
\
- . I -L I A / I �
. �� ", ,,,,
__ - --- -- � I 1. I � ,,, " ", ,. ,
I � I 'A ,� -,-,,,,, I i � 3:11%, SLQ,PE\ ' i \ .,
I I I I �­ '�_, _Iz� I 1 '15? ,
I I I -1, I "I / " .
�/
. A ; / ", 11 � /
I , , INI'l." ", . I 11
I i 7
�
I I �-_,_ , , , _ �� , � I :,�', � , , _
I " , - -
, , I
� N','% , I / " " \, t..:�,- �/ . , I
, -
, -
, -
, -
i I I 1_71_�_11, I _�`, ,.,,
-__ \ )
_ , I 1
I __
i,
I
I.. , N,
I I ,
�, ­ //
11 �, \ 11 \-
3 , I
, � 1`� 1, I �, 11
I . .... 1\ I 11 I I I
- -' . , " �, I I .... 1\ \ " '111 ', 11 I � \ � � ' L
l I I 118 LF 15 ,,�k, I 11 1, 1, I / I
/ , I ' r
I
I 11, I ,
J�IPP, _0_060% ", "" I 1
I "I , I 11 , 1
� � � " \ � 1, 1 ­ 11
I , I
,
I ""\\ " , �
W , � � I I -J � '�'\' I , -,--,,
1. 10.5 LF i � . I � �\ � , I o
,
-
I 11 I " ___) I � - 11 i 1-1 , , Z I ,
11 I - - �\ " _`=
. 0�, ", _j \\
I i I I All _��k_l " \ ,�," %, �� 11 I , " ,_
1, , . 11 lk�'!" , , � -
I \ RCP 0 0.5OX1 1. . 1 ( 3 0, , I , , " 6
I
I, 1�, 1\ m� 1, 11 "',
11, � � " 1___1'
'\ i ,� ', ,,, � I ____1 I , � ""\ ,\ 'k, � \ - I I _
1 25 jF,15" " \ ' � \ I �, , CB# I ��l 1 � _-1 -,
I " i 11 " ;
I \ , 144n � % !`� � i l � , 1 § I I ". 1, 11 ,
1, 1� ­�% I ' 6CB#40 . . . . . . 11 , ', � I I j , ­�, __ I
' \ \ I _
-11
`RCP 0 4.853R- ' Ai i I I RIM=433.85 I I,-,- I I ! , i,,& � I �� '. , I
I \ \ \ " RIM=433.70, " V, , , , I 1� I z 21, LF f5" , 'i� "I i
, �, � . , � I 11 I
A � t �, � I I
\\ - __1 - " , i I I 0 -, I I ­�­�, � _ , �.
CB#! zo ", ISI/I 1� �, 11,� - INV IN (412)=427.14 , ; � � t I \ I "I" 1� [
- I � INV IN (4 0 55 I - 4 -2 dr 6 , 4­ 1, �i , . . � I I --l-,-, ­11-11
, I 11 , , � " " I �p % "I", I ,__1 ,,, � � _'1111 ­­­ ',."� ­­_ -11,11,11, ..
I . I , " � i, " � I ... � , I _� K -, . ­11 � .. .... .... . ... z-
'
, RIM=42,5-00 ,, ', - �, �j �,i INV OUT (41 0)=427.04 ; . I '� ,�_ � ,­ l-, � 11"�­,, "."r, 7
11" ,
., 1 -4 'i I I ­ , I
� I % r - j, , ­
I \ INV OUT­(4WY=426.��71 1.1 I I', I i i -'-,, � � , i - . I V, "I , . ,
, " ,
11, 1W Im (11*418.94 "I " 11 ,A 11 I'll 1. _­ ,
I I - I I , t, � � I N�,\ % \ \ �
\ - \ I . W '. 1, ____
2 \ ml,j I r, ,,�, I � ", ," "
�� ,� � ,_ �, � � -_ \ \ � �1 _�� 1111- , 11, �
\ � � " 1, ,,, I
, imw I i1A 11 � i �. � A I I
I � t I I � �-1 � 1, 11 ,
, T 140 I "", � .... .. / MR ". I ,� \ a I - i � I- . I I, ": I 1".
\ I 1, � ,,- -, Y� � 1� - I " ,_ I
! '14' \; � ,,�7'e,�­ I I 1� ,,,,,I- , 1, I I\, E A " � vi , I \\\ % . A26.78 1_h&__­11_ I � ,_ 1'�� )", \
, I ,
- \ " i �, 15w N RIM= 1 � 1,� " , , . .
z � \ , 4 LF __1 ; V VNN , I , " \"
- I V i, - I � N, %*![AB \WI �, ( �Qt I "I& I �', , 1 ..
� j J, , RIM=422. \ / ��?� e � ,,,, -� I I �,�,."k, �', �, i
i I I \�, RCP 0 O.5OX 11 � � � : I
VARIABLE WIDTH � I[NV IN '5(1126)-415 ­ � �,� �, \ I �1111__' � \ iV IN", (216)=420. I 5 - ty___� , ,
,�.V­ I I " � ", ''I
I I �, I � � I . ,_,��, _,"'A ', , ,.
I � � _- I I I � ,­ 11 1 \,�,,
1, 7 1 .1 �, \" I ; �, � : � , ­
, ' �� I - -.-- � , ,,, I �1� : I ,� \ \11% \ >-Zov OUT (213)=420.'08 z I ­
I �, I 11 k I I I i
� , " 1, � I , 1..111' I .1 -,, N
� I 'I ' t �" - IF 24N j lo,� , I \ 1( ­ I _
OUT 1(121)z*41, f �\ \
.
,:7
,
PUBLIC STORM � I � � � / , 61 1 1 0 RCP 0 3.70% , � I �, ., C ,i,o i�f 7, & 11 � I "I ­ i 11 ,�. I . � ,. , " � ! ��, �, ; , ,,,, _ I
�, � � I " " � i I
I EASEMENT z � �, �11 � , ,I ,'� ; % \ �
J& 11 / \ " I I I ....
I �, I " I � . � )v �, , , I � i � I z
� , , I � � - " __111 � I ; I I ; 1 I
, e �' I � __111 " � . I I ,
. r , I , \ �, " � \ \ I ce� 107 1� "I -1 �L� i ; _I---- �, � 11 ---
I I . . "" . ! - � i � ; , , \
,/ � i I" I CB#10 I " I , , 1� , 11 "11- - I,- . I I" � : 11` ; " I I-,
, ; \� 11, � - - � I I , . �,
I
_,� � , i \ �RIN=422.27 � , , " � i", , � I, � i 1, � 1 � � il I I � I _� � , 11) I ­
, � I ✓ I I 11 I ,
I
CB #1124 ,/ I I I , I , , , � L�,'� � " 1, �', I I � I : r
, � � , , 'I , , � i
I RIM=421.29 " \ , ��,_,�� � , , ____ ! I I "
. , � I 1; � \ \ , " � " , � 1 11 I I
" `\
RIM=425-20f z : , , ; � I INV IN (121)=413.24 ' 1\ \ I � INY IN (i,,20)=417.06 .1� - ... " " I I,--,-- I � _"3�','< -11
I , I _, I A
I
' I � I 11 I I I \ � �, , � �, I 11 ; I I '_ � I 1_�, 11� 11 I I I I
INV OUT (1 25)-420.81 1 - Vv�, �� I ", I ,,, ,,, , � i I
-,.--..-.- ­­ 1-1.1-1-- � , , � I ' IW,-.- OUT (1,98)=417.06 _-�_, � � I � 1, I ( 41 ,,, 11 i _�___- -, I .f'
,,-
-.1--11-_ 11111-1,1­ 11 I � �, INV IN (1 10)=413.55 � I I .,� 11 ',!',��,�, �i, s 't W, �, , 1, i�, 11�1 `12,�J� : - I o \\� � , 11 " 11 � / "
, � \ i � I- I
t I ; ; % , ,
I .
/ -.'� I - _ �1\ � , � t __--- 1� � � � � I
-11 �� 1�1 I I 1' � �,
1, I - - � � I 1-11
1,
I -,' ,I .1, I i 1, / JNV _,OU,T__(1, 08)r-413� 14 ; �� ,I I 11, � 26 Lf 15- � ___, I \ ',,� . I , �\ A , , 1� I I I','--- � I I , \1 70 LF;, 18 1 - � � �,�" � , ,I " I
� � I I
,
� I 1 J21 LJF J,e ,/,- -, '' �_ , , 11 V, � I I , I I �B 216 � \ \ --- , "
I I 1, � " , � I 3151#216 ,,'
I i I � � i ", .. I Oq?� � I I I
" ',� �,� , " � , \ \ I , 5 I— I I
, �
26 u 15--i ' P 1, � ­ - _�V3 LP "S6" ' 11 RCP� 0 5. , 11 � �, 11 __
, I . I ;
� � I I \ 1, �� I �, RIM-426.78 � !RCP O' l.0OX1
I __", ­ V11 , I 11 Z_W Lr 10 \ - I \ C) I �_ i ! I ! "" - ,
I ,\ t - �� t I ! 1
, � I : I n . I
RCP 0 8.00k 1, p � ­ , , KC a 0 I , I � 1, / i I -_ o ; ­ ,
11 11 , 11 \\\ � 1'_� � i,o I I I I
, I ;
, ,
I I 1 21 LF 44 - ,,� ,�,�,:">��", , ; I � 11 � CP 4 0.50X ", I �j " AV OUT (215)-4 1 1 1 ,
� I I � _­- " � f , � I 'A \ i - - ,__�, R � I _�,� I' I "-.
i , 111�L, \ � I 1 1
i \ 1'�, \ ' I I � -- " V" � ; ,
I I Wb.&BLE_WIDTH ," - I'll I ' - . \ - I I � � �, � .1 I �'��' � , f i I I I I I 1,
, 1. ­ I- � � � � ,�& , T- / I / "I I �
, I
1, I ; ,­, � "I 11 I e 5
14 �'. __� �, I "I I i f \
I WV f \ \ - t I Vl� I 11 I
I I I `�_"E - I � , �� 3
C I O.�px ;.,/, - - �,,,';,: , \
Wl' 0 P`0 , - �1�1- " _____ ,(
,
LF� ' , - �__ � _,
III I CB#1 2 , 11,=, PUBLIC, STORM-- I � ","�;',',\\ \ , I , 0"'ii
RCP 0 +.05%' V", i � ' I __�� I ­ I
- -, , ' .
i ' ,
I
... CLIENT - I - V , , I I
! � ,_ � , � EASEMENT 11,, .� � , � , , ' " �� " -- �' .1 \ _� \ I - ,
�
1, ____,�, \ ��� ' ' .
. , - X, 1\ I I -
,
"
I ), ! I 'r I , R 1 87 � , - _-_ _-, CA `\, 't �, x , 26 LF 15* , \ " ' C� ,I i (_�:� , 1_`1 V\ ,\1
i : , -, , I , ,B#4 ---
i , I- I " , " i,
I \ , I ,I "
,
,
, " , ,
, o -0 6.6ox " A , ,42 _:,' ,
I I I \ I " 1, 11, � , - I . �,, � 11­� j , ,4 1 �
I I , mor A 1'� L i I _.,� ,,, ,,,,,, ,,_,,� I I I I \11 . 11
I
i t I �,�IN (1 23):=4 4.40 1 �' - \ � I - . .� ln� "N =4.51..51 , ,,, I 1/1 / I "I,
. ,
I � -1. I I � 11 _1� " \ :11 I 'i 1 (84""' " 1-1,
I � j 40 , '\ I \,, I INV-%,OIN 14( ; 26 7 V 4 ", , - ' "­ I 11 I
I i , It " I -, ,I
N ; 1, - 1: �� � �-, , OCE "
_�, -^-�­ 7'r f i 06-�`!, , " , � , \ I I
I � I i . INV I I a, , � � RIMZ2,27'� �`6, �-- "' � � -, 3#403 ill �', , UT ") )t �0 , �' -, i -10AYUGHT ' DITCH ! \\
. I i I I . � I I I 1�11­11_111__ - I I
. � � I y �
I � . I INV .97 , -1 " I ,,,, \ ; �
i � .
� '1� I I � I r
\ " W__' "' , \ I -, � , , 40 _4�25 1 - I I
I I . ; INV OUT 0095-64 3.80 _� - I ", 11 ­ ) � 1N, ,-, oiv, �',',, �� V , . I , _k ; � ", � I
� , � � ! 1 __(109)=412.i3-,"�­'�"� �', I RIM - 431'.18 i i UPSTREAM OF I i / - �_ -1
\\.,- � i . 15 " , '1� I . 1� ? __� I I . I
I � � " � , e I
I I / - I - % �
I : I INV IN (1-07 41,, ,,,.,,,, � I j � �, - " � , INV IN (404)-425.74 � � I " , I " 1 1 � 6 LF I 5*
. 1 1 � 2511' 0 574 :"'!��': ' ' ' _CB#1015 , . " 1 1 ;1 , , ", 1\ � i � I "I f I
� I I I I I - ,
i I ,,, ,; h I "I J� � I ,�, I ; " \_11 -
' � I _ - I � I � � ,lk\
" I � - -��,,,,�,/"""""-�,,��,�,,,,P�,�, V I �
5 i 1 F,!�4-4262W � ! k,,1111 �LF 391� - , �, ­INV ,ot ., \ \ 9 11, I ,� "I", _/' I �
. ,
. , R!M=9.35 -, I 0 � � �� -1 . � -, ,� -, I ; �
I ; � =412.83 1 , i , RCP O? 4.00X � I
: i IN-(424)-4118.69 , �= ' AW OUT (401)=425.64 ", �� � �
i I I F�bR'9 0.�rx � � U,; I i , 1, 1� A !� � , ", � I ""') �� 0.
e I
r � � � I --- - I I � � � I EAST DITCH #11' I � I �, I I I %
i . I I i 1p"; -,� I \_. INV OUT (1[06)=415�4 �, 11 � I I I � I 11 k .P\ _\ I I I ,
. 1 1 !1 I 11 11 �� \ 1 3� , I , I ',�__' : I I "
; ,�, 5 , 1� �'
I 1� I - . I �� I I I I � 11 I DRAINA Cf� � � - I I ­�
I ,!�* I I f � � 11/1 I-
I ; /,-,--,, x �
'' 181 - , , - � , I 1. , , I � - � I \ \ .i. \ r ,� I /I
I , " 11 �, , I ;f, "k " , 1� ­1 -1; , -, P, � \\, \ � , .\ -- � \,
- 11 I ,
; U I, L4-3)1=4 1 � �\� , " \ 1, I I � I A � "" , I ,
�
- z f i M, , , I % � I , �_ FAA -_ � 1#213 ,
I , I � I � � i \,%�l 11 i , _� 1� "'!
i I I �i �__ ­1 " , ,; j , I � � W_ I 0
1 �` , ­418 , , ! �, , " � I � � 1 f, ­��SHAPE
I �� �_,`,i I 09 , ,� � 1, 7 1, � - � , i �� � �'1'� '
1 IRVI 3 J , , V ��011 , 1 - �
E i � - 11 . �� - 1. .; RCP 1, I " I 11 � I , ". I � __ ,.
� . '? r 4��x " ."', ,,_­�' 3:1 SIDLE UL PEZi � I \\ 11�1 I R1101=424.79 5 1 ,,
I I � , _�<
, � I 10� \ '',,,, !, % I I
I � �.' / ` ; ­ � _� ... � � � "! � -,q . !
I . � I � I i � � I � I - I ,
, � � I I -
. , � I- I ; 1� ,,
I � v � " / , j 'I'll' / lf�, �, -, ... I'll r I � SEED WITH BERMUIJAGRASS �/­ I INV IN (215)=41&,38 � ---
i8p` , ,X �, " 1�, ,,, �' 1\ CB#106 1\ , 'I', c � I , , 11-1, '11� , L
i / I 1. I., - 1 I � I 11 I I . �, V
I I , � . I I JNV IN (2l4)=4l8.S,3 ' ,
i I
I I � ; , � 1, j ­­ I I I
j � ", " I / " N , I I I % I g I I
I 3 I ! 1 3 1, ; e A � �, , �_I. � i � _�� I ? , -
� , "" � ­_ , -­ z ; � 11 t %111' ,
.
I . i cpji , I ", I �� 11 I I I I I % = _�__ /
, � . I , i 41$.28
7 P f I � I z - )k 111-1 I i � '1 i ; , ,
� I ; 11 I
I I it � � ", , tNV :N4/ , `�_:, - '� v : I (1, �11. I � � \,, \ JNV OUT?' (21 1)� _�
, i � � "I 11 " (10 9s, ­ ,,, " I ,\, "
"
I � , ' I . .,
i T 0. U, C I- . � 1,11_ , I'll �, % \�,\ \ , k I � . : " e __1 I " I ._ I
. � . ; I I I I 1, -,
I * - _� I I I " � � � �,� i �� 200 LF l5w , I I � , I 11
: . I � PJM=42 / , ,�,� �/ 1111W (10 ' 68 ' . , � I ; A 1", A I / \ '�' 1�, 1�, / _1
� . I/ " - ........ ' I L �� IN " '. � 0 0 O.50X , ", , i i I � "
3:1 SLOPE � I * 04 (128)=426.1$ , � � �,` - \ 111'�11"`% \� �- �, 26 LF 15" � '" � I , , :
� , �_. , � ­ - I ; I
i I � - ': , � I - i . . \ I I I
1W Puri (1p, ' I 1, �, ,, I RCP 0, 2.00� , I � 1 1118 LF'W' �, 11",
I . _ �; 1, 1, / INV OUT (1 04�=0411.83 , I �v, , � \ I.- I
I ; 5Y=4,2O48j ` ", ,e I I 01,,�\, I 1_____� ... 1� `� I � , ,I I I
; I : I , % I -1
i 1 . i 1 � 1 I . : � I _S.\ 1 I " 1, 11 i I ;r 11\ ,
� / I "I N, \ , � � � � , t, ' RCP- 6- O.8OX
- . 5 1 '1/ , I _�
I - � I � � i ! & i I
A,4 '�, I �,­' --- - ­1 --'--A �� " - " - 1, " ", I i � � I
If-1- I '_ � z / I I I I zz I I � \ I I \, - ____ ...... ­
I I � ; I 11 I " ,;, N � , I lit " I I /K
I � ! 1 , I i , , I - I � � ` � \ I I , ji, �� -1 '1"' , C4 4) / I
;� - - 1. I � , ( j - I % I I � I ` �1� �
, , Ii i � I � I , i * 8i LY fr ", I � 1. " 11 I I � "I �� I 11
� I . I �, I � � i I
'�, ".i I ' NLF * I t T-\ 1',\ I", \ � � I I . � � I " ,RIM -4 I \ , , " 1, 1
-11 ?X � � � " � , 121 �
I - "I,, - , � i . I � � \ � : I 11 I " t 11, 11; T � I � � -, I
; I . 11 ; � I I I - I .
­i �­ , ', � , I 1 i . I � ��, i / � \ , � ik)l'; �1 i� , i '.I , 26 LF 15" � 1_
_-, : ,� kcp io 4.0 4 , I \ / I
, - - - - - - I "I - � / Il 11, I I � P , , �
­,­­ . . i � i � 1� � � \ � I \; -",
I �
I / ... .... ..... �;� T_ , � i I ; / : I . � ­_ \ 1.0 \ /
. I 1, . \ � I I I I �',�,` ' -23.79 ­ \\ ' I\
, , 1. I I � 1.11.1....; ; ; � � ! I � � z � I � � -i- � � I I RCP 0
" I ,-'r- � I
� I I . I - � 11 I . N \ % I
,_ 1, I � � � 1. I" I- z I I ­ W, - A 't "; "I , - I 1. '\\ ,
_/ Z. i 1� li, ': , 1,��, , - I �, � I
- - - �,,� �,�._j 11" Z�; I . . I I I CB#103 � � 40�)
f A I �� I s I 'I 5LQI'I_ , 'I, i'l , � � \ ,
� I � I I 11 11 - - " \1 `�_ �_­ I I 11 \RIM=417.36 '- '!,- - J.. � Iii, al , �j �! l I ? \ �� ,
I I , , ".. I , , - � �, ), I 1, I i, I ", � 11
I ­� � � � i A I., � f c I I I � � I ,
.1 z 1W H ('i 2 1 r � 2�97 � __�, \ I
� � -, . � I 11 � I I , \ \ RIM=422.32 I -1
I I I , I 1, I I § I 1,
'W � i , I
I
. I MMT�Z?,,J� � i , k 1 -� k ; I . - """ � I . CB � I I I , I �,
, - � qb#fn, , 11 � \ ill �
,
'
---; - lj� � � I �; E " INV I OUT (?l 3)=419.5 �
,� z ­ ,,,/-, `�`- �" " I , � �,�! � , . , - ' -,� ",
�_) I "
i-,, �,> � , ,23 1 .� 09 ,I I _,__�� INV OUT_,,(�04��411 ' 7 /11 \
) ? I � , , , I . , I I � i "I � I I I I
s INV IN (121)=421.�09 I � I �1� I "I I � �, ­ % � �11 �__ 7 '� -1 � \ � � 11, 1, I i t ; I " � I I " �\ �� IN IN (213)-417..3,3 ", I I
I ; . 1. I � � \ -
I I I ; I . I , , � ? I 1� �,
� , I �
, I ; i ,
I " I ? " ''I.- ✓
1-1 ­ i ,*\ �, I I I � 4 i I I I "I " e ,,I-- I �, I '_ 11 I
I _ _­ ", CB
#1127 , INV I I I � I I I 11 I � '. I _�: I I - CB#21 2 � I IN (212)1�4417.33
- ,,,, . � � � � I 11 � ; I � � � � I C
" -, 11 .... 1 ",/-,�,-/j�,:­ A j, � .. .... I !J; , I � 1 .36", % ,---,--- , 11 , � , I 1�/ 8(
1 1 � - 1, I 1 14, 1 1 � 1 ,
Ad, I i �',!�,_ � , ,%;, " �,,, " � ' ' � I z I I " I , � 01� � � ( 11) . I
Y A, OU1 (126)j64iO.99 , ; I � / - k INV`)t�';)-411 23 "� 11 ll " -11 INV I I 11
I , , � �i�� . ,� I � '1` ,
- ­.P .... �­ � , I � �! \\,� � � � � � �_I. " 1, f � % tw OUT 209 .417.23
,,,,, I "
,: � I I � z I I � ,,,� ", " I I I 11 � �, �111 '
I � 200 LF 181 1 � I ; I �
, ,,-,, � " "; RIM=427 7 :, I ,I I \ " I � INV ,14 -----' , � J "I � �; "' , I . �, � �, " - k"' I RIM=42-: I � . \\
, " , i ,
� , � ; i - . � I I I ; , ,I--- i
, ,,,, , � ""'. e', ,.-,. i / - ­­1 I I I i , I � ': . "I '�< �,
111 - , I ; ,� ,�, , � , " s .. "i I , " " 1, " ,,-, � " �­­INV,bVT ('21 1)=417.59 ', I � 1 87 ,
,
'' I YT 1?1�)=423.22 �' I f 11fluirr I � 1. �, 11 11 I INV OUT (102)-=414.173 \ 11 _� � ; \
"D " ' ' � , \ � � (1 04F412 1 2.31
,,,,, ( 4 ' I -t- __ _�__ '1, - (J_�.?? __/ ,�'.
/ � I I �, \ I � , , � � 1� RCP 0 Q.50X� ��t �� It 1� i ', ', � 0 log% ,
I I/ _ _6 1 � Il'i , W -1 I I , ___ 1, 11, �, � i �k I - � Y11 I I ;%, -, � � � Vo � , �, I 0 . I I ,
� .
, I � - f ) � ; '�, . 11 I "I I - � � i I I � t � �
� 1 _3( % � � I 11, .11 N � - 111 � / ,_ �" I � 11 I (,-?�91' I
, I 'T I
,
� � 1,��',, , � I
,�, - I - - I � � \ i , 11 I 11
N, ,,, �� ') U " , _ i , , . i � RIP RAP OUTLET �, PROTEC11ON � k , � o
I � \
, I \ 107-1
1 , , , I WE " ,,. , I __,�, I \, - --- 91 LF'Z61 I 11 . \u � I I" / "\
I . � IL I . I � I )l � I - I
I k� � 11\ 1, , - ,-,; ; 1, � , I � 1�
i ; 11 �, � 1\ " I I 1, 1161 '� , I I � 11 , I I � ,,, V'a "I _/ I � 11 I /` CB #209 RCP
,
,
,
,
,
,
27 LF T'5- 1 fi; , RCP 0 0.50% , "
� I'll
,
,
,
,
,
,
i " NCDOT CLASS "B'� RIP�R � 1 \ 11
1 � I AP V � 1� , T? � I ;
RCP 0 8.000X I ; i � e � � � , I \ I I '11� � I I rr � i � � " �, , I I � " I \ / 1, RIM=421,32 , CB#,
I � *V W 1 = 9,�,­ wz-- I I I � � \i
f i � � " I - ,, 11 ­ - I " ) I � ; CB � � i ' . I
I I 11 - , � �,,, V ,1� I I,
, I f" ! . ! I § , \ I L=lb'. , 0=1 I , 1 " ,_,� \
� - , , . . � � 6,46 �, \ \ INV IN (21,1)=416.50 '
j f ", , - ­60 ' 'I 'I I I �� Klmr,%-zt. I ; �i � � k I
I
i ; � � , I I � �', , , - -D50 - � OCB#402 � ,� � I , � RIM
I I i I � I 11, \ I 1, � ' , - " I I 1 163 1 � �, < I 1, INV IN (21 0)=,416.40 11
'D
: I � ,
I
11 , INV 4 1 ,
�
, , I � , , X. - - ' i ., �� I 2 z ,
� I I I i i ! , I " ! � � �, "I 11� I % . � �` -- � I I I IN I
I i t � i I I I I ,, 1­ - I )"'i DMQ , - a- �', , 'RIM=429.36 � I � ,�, I AN (410-� .97 . / INV
,
I � 11, I � , I ; � . . ,I � � ANV OUT (207)--,�l 6 15 ;
I , . � , j ; ": : ', I . I ; �
I � �� �, 1 ! " __ VKM , INV OJJ�.1(408)-42 .87 ;' I I I
f � I, "'. , I I i I k, -
, i � . . �
I � I . I I
, 1111 11 '
i . #,� � , �� " 3 I I . �,, ; � " � . -, I `1 I _"�`l ` I
I ; , � I I - �� . - � , I I I -- , ., i
! i e 11, \ " 'I !: \ , � I� i /
� ,
� 0% - � I i " "I � ,I � " , (4011)1=494.54� ' i- "', 1�_, C4�i - \ \ I INV
i , , "I l " 1, � � In I -_
--*-" � - _,�_ r I I , I 1�
UTILITY EASEMENT , 1 RCO I c , "I" .� I I , , 10� f I � / ift.i.. -_
1, (' / I , 81 � IF A 57 ;� i I , � , \ 1, " "I' " IDTH k, i -,, \, Z:� ' IW IN (403)=4,24.64 ! ,4 , CB#'217 ", � , � I W-1
� , -- ,\\ ,;; EASEMENT I , -, ,, "I,\ ',',
5' PUS 1,; ! //�f i I ; i ; � , , � i ! -, � , � W1,11 I , , � INV OUT '(918)=417 65 `1� - I
1"! I I � ! . ,,, , , k__ , \
i - '65 " ; , RIM=422.98 I \1. -
I
, �
�
�� I � �� � - - , . � � I
; I z ! � i 1� 1-1 - . I I 11 � ,1 "I " , � � 1 ,,, �, � % \111, \ ,,, ,� " s I I
� r ; I � I , \ I
I : ; : �' , 11. i I
! ; I RIM=4160'11 l, V, ' �­'� 2b' P`UBLI'P
I .__ _­11, - t­
I . , I
- � 11 % � -:,:,-
I I � 1 CE - 1 " � ' UTILITY ' 241 LP 18 , ,
I : i 1 , �-,AM_y IN 4ji V,.jpa , I I I � I � ,I ­,:�
; - - I *�
I " " � ­ � , �
1% ,
� I - I � � � , '1 � , � , ­650%;
i I i RIW-425.72 � � i � U_4110,)=
I I 1 1 101' =+410.58. / EASEMENT 'RCP,-0
11
" 11 -1 .
I ­
z �, � � , I o I I =422:5
I I I
, . . � 1 1_ , ; 1,
- .1 I . 1, I
. q_ I ,�­, � , \ I
I , , __ - I
, : � � � I I 1, - -11 ­ I � I . I
'**\* , _�_ , , ,
f 11 I
1 � 11
: 5 1 � " � , 1\ , " z � �__­ =�
I . I ; I , " �
" /�� � � 13W I
I I i , , ,,, - " , .I,,- ,<1 '- I ,I
, : I � I ,
f 1 i " 1-11- ­11.1111- 11 i , , -1, , ,I I - I
I I I L -1 I .� 11. I
­
� , I I q , , � - , z 1 __4_�__ - I Vi I
ol, I I I z I I
i � I I � I \ I , � , , - 11�
,I 7 1 , . � . �,,
� I � � 11 _ ­1, .. I
I I i i I ; 1! ! -,, i , I 1 �� - ,. -- , - - , � , ^ -11, - " - f:0i46U ,a_P"_ - � 11 - . 11 �
, t� 1 , � , i I � , I � X � I _1�
� � I , 11z:1_
. -
, I i i i ! 1 I � \ , RC ­,,a.ZOX--`_'��,��,_,',' I I �,
� I I \� \ , z ; I -, . - "I I `_� � I
' " 11, 14 \ I . , , -,:,�,�-,,­z- _� ­ i
"
I 11
I , " -17 ---,
, "", l x i " 1 i
I 1 I � , . , I � , I \ , - 'A I I I
, , . I ,
, , � , N � 'I s I """ I 11
.- . � � 11 � I
, ;, � 1� , � .
-1-7 I i , .-� - I ; � � 1 . , . 10 - '. CB#10 s,�"\\f I -
- � � , I , _� i S��Opi l - i , -�, , !, i I I . � � 1: 1, �, I
� , 1, ; ,� t , " �, 1 i 1\ , ; ! , , , 1. " I
! 11 . I � � ; o
, , I � , , , , � . � I � - rye
! 1 1 1 1 � i 1 '/,RIM-41'5.jv
11 � 5 ; I � f I "I � . .
I I , I 1� I 11 � I I � � I � � � I
- I d ! I i I 11 � I' � z . 470 , ­_
, I � I I 11, 11 I
I / I � � . o, - i I I
I � ; � � I I \1 1,
I I , � , I I '\\, � � , 1W OUT (160)-41 � ,I
I INV 14 t102)=410.27
. � � I � . � I . - . �, - I
, i i � 1/, 1. 047 , . I
v 11 � I I � . I I I I I , % 1 � �, .
/ / , (D I
, 7 � � i � I ; � 11 I , � I ", I ,'I
� I � I , 1, . "I I
� I I . � . � "I I i I I �� _/ \ \ "
...... � ", ­ - / / ; � 11 I 1 , . � � I , I I � ,
, �, " �� , ,'," j, ", � ,'� 11 f � "I . ­ 11. 1, , ,
, / ; . � � I
--j ; 1 r 11 , I , i � I � I I ! F , I 1, �� � � " I , I / I
f � � � , � I E ; j ", ", ! I 11 " �
, i / � , I " I , : I "I -�, . 11 11 , X.
,�,., , J I V, , ""� I I / 4 �,J - LF W-A ; x � %,
!- I - , -34 - '
1,111 ... L_ ,I- , F" V '_1 , " I , i t ,> " I '
�: A �, , 111� A " " I / 11; ! i 5 � I I ­' ­ -
A e ; : � I x ,­ � �, I - ,,, /' � % _,_ I
, , i
, 1_/, - I � -",_-,� � "_/i -7 / - � " � I ,� I I i I I I - 11 I �, I )kCP Q/ 0.50X I z
I � : I I �
/ I ill 1i I I I I 11 \ I - I
­7 I i �; 1�
, � --- � � , � �
_7 7 9
✓ �", �� A, � I I I i ; 1_� "i \ � , , \ /
" : � � f � - ,�- - I � � � ; ; 1 � , , -
I I I
, ­11 / / 1�_� ,Z 1,/ :51 , , � I I I I i I 1 � I " I ., - "I . N I I t 1, I I 'FE"100- � - - ' W
i , , J � -,, j � , -- , , ; I �' � " \ I �
I ,,e I
/ � I I � , ,
I ­ - I I ; -�­_ i , , , _
r, r��l, "'., � I � � i I / \ 11 I
�., . I , 1 = � , ,--, - -
/; " I .;- -7--, , ; i I I i I - � 11 - 1. " � , � ��\, INV 41 U... quyu, l\, - Et ON
, / I I
") I,.,,/ P 7_ -, / / i � /
I , I ; I - � i ., . WET DZITI
I � ; ; � I ", � I I ; �
� I ; J 1 � I / I i. POND I
- "I / / I _\ ; ­,, / "I I )
�_ / _' 1 ' ; " ; * ; � I � 11 \ I - - - I I
i ":' 7 i I ..... _�__ i . % I Y I .
I
�
.
I I
* , ) "" 6� , /,',,'�,?­ T, 0_1, / 11 I _ I 1i \1 I I f � I � � i. �z, -ET PROTECTION--," , , \ I 1' ,BMP#1
il , /, I ! � , I I i I RIP-RAP OYTL
, �, , , �/ I , / ? "I - �,
e , ... / , ___ - I I 'j- : � I � , ",
t . f � � I I �,
, , " 1;, \ NCDOT LA NBO RIP-RAR' \ 11
, ✓ ; � 1, 11 I E� TO', C- 15
1
j , , � I I z I I I � (R
S ; ; I I �
. / , I I ; e � x� , ",\. \
I r I I I � ; I ' d -1 I I I
, ; � 11 ;. , L49, Wl =5', W2=6', 01 _�_- I \ I ,
, . I I \
/ i _'', , 1,
I I I . � - ,
, I I ,_ I
� �
I
. I I I , * I I
1� . I � /' 1-1 \ I D50 - "6* I
" , I t � i � ", � I - %
I I I , I � I . -
x , .e � , � ; . I � 11 " - , -- �, 11
I I 11; ; 1. , i I 1 �, 11 I � I I I - ­ - I
I
I
/ I A\ - ., 1, Dmax � 9� � , I .......................... ........
I , - I 11 . ............................. . .. . -
/ , � 11 I'll
I ,
I I" � I / I 1, , .
I I I I I 11
,
. ,
I i I i I 1 �, - 11 - � I
- f / I I . 5 1 � I i I I I \ I I I -1 ; I 1,
,
-1--', �- 1r,�­ 11 � � � f f I k \ "I
- , - I � � � , , � I , 1, � � I -
;F), " , I � I I 11 I ; 1, \ ,� , � I '. I , I k ,
I � , " , -- - 1� -,
, ) i ,I I 1-11.11, I—-
N I ", ; � . k, � I I
, I I ' I I
1>1 "t- - ,,� �Vll \ % , :, I ,
I
-, �_ , " , __ "; 11­111 1.7- 11� - ­111.1- t-11. "I",­1 , ,_...I.- 11 I ,
" 'I'll _-7:
� I ,�
I , \ ,
/" ­"­ " , � � I , <1­ , 11, � \ � %' - FES# 0 -, � ` "" , -, � TW=41 &00 \,, " TW;%4�23.0 ..
,
"I C, � ,, 0,161 , I , I 1\ � I I -, "
,,", , ", , _1\
, , , � I I, I p � " I I I I I " F
, �
� '1 1� 1111
,
"
,
1
,
i � Ill ,
,
,�� ,
�
�"Ik k. t
''Vil" �\
� Ill Ill
.
­_ , - ­1111 ..... , ", ,� � ,%'� ,,, ,�, 1� '-, �11 , , "",_ ,,, " " �, I 'BW=411-30 I
,
I ,� 1� � "I I -­,", ­­." ��_-­��, -Qzz�_ " - �" 1111111", 1,�-, I 11\, � I i ., I �
, __ ", - _.", , - _­ , , � : I , � " "Ill," ,, ,� W1�415.00 , I
, - ,,- _ " - - - , - -_ I , � � ; � I I 11 I 11 KRY=409.00 ,� I 'I'll 1, 1,
" " �- _ _­ - - "' , - ��­ 1­1- __, �
'. , 1--_7 ­­ ", ;; " / "' �_ , " 1. � I I \
, j _ � I \ " I � �
,
_ -
,
" 1 " \
,
­
- , , ,
, I ,
1, 11 I
. - ____ _ ­­ - .... , I 11 \ I .��_ �', " .................. - � I
- � - " " , ,,,, - / - 1- ­P�_ ,6,�__ _,­--­�-�-- -77 ­_,_ 1 ,7!__ - , �, i: z 1_-
_____ I -, , ___�,_ , 1\ , � . . I
" I I � I
, I- I I �
��-----;;­ P i 1�.=,&
, , �7 LF is- _' PERFORMED
�;41 � \, 1\ "', 1, " � I
,
'_ 1, , , �� "I '. 1-1 ", / -1 " I I � 1, � � 11 I , �
I , I- " I ' i �-
I I �
� , ­­ , /I - I 11 � 11 I - � TAI � I � \
I ; - i \,;,-,, ;'­,��, , ; I , � , ,,,
11-111? _ , :1 I �
, :,� , ,,, .. � . � , ,,__ , - I I ,_­ �� / :,, , � I . 1, I" ­1 1 3 \ \ RCF ,O 0.50% SCOUR HPLE �
I . .I_ : " -, . ­ I- " , � _ I I RE NING WALL �
'
,
­­1 - / I I - I 11 , '' 1, I
_ - _ __ �- ___, ,�, (� " / � � I I ,�,� I I
, �?_, , � _ ­ ��, 1'�j I., I i ; ''Ill - , ­­ _::.�_ .. . ­ I REFER TO NOTES TOP=423 '
, - , I I I I I .
?" _� ,� Ill/
­�' ,� , BOTTOM=420
0�1_ 11�:, ) , �
/ i -,-- ;
- -1 ---" I ,/ / ; I � I
, -1 i �, " , �, �­ .11.1 ­ I . FES#400
"? " 1? -, I " 1_1� - � � : I 11
. I _,<_ ,,, i , I - _v7 � ,-,,, ,;,-, "I ­­ 4 -.-.-- -, I—, I 11
1� I �\ I
I INV=493_0171 ,
25 LF 18"'
RCP 0 0.93% OCB#401
RIM=426.65
INV IN (402)=423.33
INV IN (408)=423.33
INV OUT (400)=423.23
I ,
-1 I
� I \ ­
. z I RCP ,? l.00X X, -
, " ,
�
�;�_
I I , I .1
�
; I
I I
i I - �_,, ':� I -
i , . .1
I I
I
//
11 \1
p
i
11
I � W_ , =
!'I W 1� 7 I '1__1
` il,t�­/ // , 40' PUBLI -11 11 \ j
11
� . ,UTILTTY EASEMENT I __�'. I I \ / 1, � I 1,
�
i I 241 � I-, , :K�,'_' � I
I
, I - I I-, i 'N T�_; 1 I I 11 RCP 6-,l,,OOX VARYWILE- W',�,.0 I H
, � ,
, 1 � I `� PUBLIC STORM- -
, I RCP 0 0.5f 8:)
" I U) " , � --, , I , I ,�.­. 1, 'C I
,�;,,,, ,
" , ,� " , B#21 0 EASEMENT
, , I i 1 '11, 111 1,
�
% �, 11, I L -\ � 1.32
", 1� � -4 I I """ g_ ", I , RIM=42 I RIMS
�
,
t� , A&L ,, ,
-,
i � �v " I INV JN (218)=416 6' �
,
; ji I M � , , � V f I INV
20' PUBLIC I 0 i I INV OUT (209)=416.66,
I I """ "I
11 i I i * I __ 11 � 1,
k , UTILITY EAS K � , - , � 11
�. 1, � OE � I , � �3 LF 15*
` - � 0@ *P � 11 - ___ �� I " -� "' I I I �
L k � �1 � - " - I �1' __� . � RCP 10 l.0OX I �
, I � I %.
� , 0­� . __ I
11 - , -- �_, � _� - 11 , - -, . ,
-: �. � I I" ­­­ r V, " � 11, VARMI E WIDTH I i
� ­-,
- � �, I �1' "". ,V � � PUBLIC STORM �
k I - C.
1� � 1� . 11
� � 11
N, i "��
F, 11" � I 1 EASEMENT
1 �574 1
1
1 1 i //' / , 1// I ! ; cl-A C.
I � 11- i0i l " ,11 y, " I I ; I
� I
, _ I
Nli, � � I I , " , \_
, _.. A� "), 1, C 218, .
- 1, .
11 , :0 " Ill/ / I ` r ­­ \ .
I �1� , " 'Ji� ,� I" , IM422.08 j
I , " i
I , I
11 rn �� / � / r�711 INV IN <2117)-417.29
M �; I �� ;
I
I -
I t - � / , �1/1/11111111_ 1 1 1,151 '), �, I i
I ...... .. � ""a I�V OUT (210) = 417.19 '
I . . �, I/ / " I V 1� )
I V � � � /I 11,�, �9 / 1: A � 1, I
, Ii �k t .4 � , ---,--
. .
. � h � 11
11
, , �
11 i- CB(#408
, �
I I �
� 11 _ .... .
RIM 1.1,�
11 \ / I
, / I , , \ � ; 1 �
I ; ,
.4
INV IN (409)=423.66 I/ i /
, k � "I � / / - 1_­11 - __ .. ...... ....... . ... ... --- ,--,- ____
I
F I V ,� INV­OUT­(40-1-)=423.56­ ____ _­�_,­.­­ ­­ ­11.1- -1---.1 ­1 �;, _1_11 I -A. -1 /__ ... - . . .... ....... , 1 11 ,,, I ­11-11.. .
NiP _', I/ , p,
� ll t � i -, I 4,11 � \ I I/ I I � I
� ..... ... \ ;;, I I
, !
Ill/
r , " -,
� I I .
.1 � I I
I ,�.,�,,
ip's J I
11 � � o �
I 1, � , I � , ,,,
1,
l ,4 ,I- I � � I i � I ;
",
` ,� I , i � I
I
' ,
" I , �_� %. 40 LF 18*
,­, I /
3 1 , ., ; I ,
I � 1, I � � " �
rk RCP; 0 0.58X � I f
,
. . - , ;
I , � �
�
I I
I I I
//.
I , I I
I ,
� I �
I
, , _e ,
lo I �­ - I
, i .
, I
11 .�i �
51 ,
,
.,
I , I'
I .
I 111.
I 11 0 I . I
I �
,
'.
I �
; e //
\�Mlllf/
I I k I
I , � R
� . \ .
� , i R-111 �� .
I � A , " I ,-, I . - .. 0- I
" REVIEWED FOR �
;
14, � I �
-�� -
I � ,
1,
1 �,i, , .'�.! - L
I . -, b/d COMPLIANCE
11T -
1i , '
,
I .1 =
3 -
- - 3 .
I
Plans have been reviewed for compliance with Town
Code of Ordinances & Standard Spociftations & - . PSI:; * Al 'ZI: I
11-1­ e. 0 A�
" Construction Details and an approved for `;"-'/'- 1�,06- Y G I * 1�1
construction subject to all statements, agreements, , . 1�.
and conditions set forth in Town approval letter. Said ////, REWS
letter Is hereby Incorporated herein by reiarence. 411111111e \\\\ 141, I
I I
06 0k��;7 IS/ �D14 1
I
� CM
FLARED END SECTION
I , ;­­ - ,
Vrj%IMQLX_ TFIVIn I_r%IvAIr_
� I -1 �
, " -
� ?/ � ... ..
�-'
; �111 , 11:;:', 2� ` �1; �
; � 'z I "If, I
S /1- V I _J ....... e
BMP ACCESS EASEMENT
i
xllj`,,J,­fi� !' L, L -
I . �
Lh C/ r, �� ..... I
�i'-",,`­`i,­N ,
,"',
�
­z 4­ f
�
�
-I
­ - "')
, i /
1­11� D _% - - -
, 1"� � _1
15,
I "
FLOW DIRECTION
I I'll ­­,
� , ,�
�
I - "
I
. .... If, 9
D ,
":"
j
MAJOR CONTOU I
r I
; -
I
, Z�, 1
-,) � �
� _/ 1, I
� 4 " U, ,
�
-,
­1 'R
6_v_, 2i�,) A U�
6'
f :
1
1 1 , 's_4��,
�
��."C,�__­ 11 ­)' 11 - �
7 1 � � _ ", ""' 2
0 t_)'
� !
f : ;
i
i
;
I
i
i
I" 1/11/1 ­1 I
, 11
25 LF 18"'
RCP 0 0.93% OCB#401
RIM=426.65
INV IN (402)=423.33
INV IN (408)=423.33
INV OUT (400)=423.23
I ,
-1 I
� I \ ­
. z I RCP ,? l.00X X, -
, " ,
�
�;�_
I I , I .1
�
; I
I I
i I - �_,, ':� I -
i , . .1
I I
I
//
11 \1
p
i
11
I � W_ , =
!'I W 1� 7 I '1__1
` il,t�­/ // , 40' PUBLI -11 11 \ j
11
� . ,UTILTTY EASEMENT I __�'. I I \ / 1, � I 1,
�
i I 241 � I-, , :K�,'_' � I
I
, I - I I-, i 'N T�_; 1 I I 11 RCP 6-,l,,OOX VARYWILE- W',�,.0 I H
, � ,
, 1 � I `� PUBLIC STORM- -
, I RCP 0 0.5f 8:)
" I U) " , � --, , I , I ,�.­. 1, 'C I
,�;,,,, ,
" , ,� " , B#21 0 EASEMENT
, , I i 1 '11, 111 1,
�
% �, 11, I L -\ � 1.32
", 1� � -4 I I """ g_ ", I , RIM=42 I RIMS
�
,
t� , A&L ,, ,
-,
i � �v " I INV JN (218)=416 6' �
,
; ji I M � , , � V f I INV
20' PUBLIC I 0 i I INV OUT (209)=416.66,
I I """ "I
11 i I i * I __ 11 � 1,
k , UTILITY EAS K � , - , � 11
�. 1, � OE � I , � �3 LF 15*
` - � 0@ *P � 11 - ___ �� I " -� "' I I I �
L k � �1 � - " - I �1' __� . � RCP 10 l.0OX I �
, I � I %.
� , 0­� . __ I
11 - , -- �_, � _� - 11 , - -, . ,
-: �. � I I" ­­­ r V, " � 11, VARMI E WIDTH I i
� ­-,
- � �, I �1' "". ,V � � PUBLIC STORM �
k I - C.
1� � 1� . 11
� � 11
N, i "��
F, 11" � I 1 EASEMENT
1 �574 1
1
1 1 i //' / , 1// I ! ; cl-A C.
I � 11- i0i l " ,11 y, " I I ; I
� I
, _ I
Nli, � � I I , " , \_
, _.. A� "), 1, C 218, .
- 1, .
11 , :0 " Ill/ / I ` r ­­ \ .
I �1� , " 'Ji� ,� I" , IM422.08 j
I , " i
I , I
11 rn �� / � / r�711 INV IN <2117)-417.29
M �; I �� ;
I
I -
I t - � / , �1/1/11111111_ 1 1 1,151 '), �, I i
I ...... .. � ""a I�V OUT (210) = 417.19 '
I . . �, I/ / " I V 1� )
I V � � � /I 11,�, �9 / 1: A � 1, I
, Ii �k t .4 � , ---,--
. .
. � h � 11
11
, , �
11 i- CB(#408
, �
I I �
� 11 _ .... .
RIM 1.1,�
11 \ / I
, / I , , \ � ; 1 �
I ; ,
.4
INV IN (409)=423.66 I/ i /
, k � "I � / / - 1_­11 - __ .. ...... ....... . ... ... --- ,--,- ____
I
F I V ,� INV­OUT­(40-1-)=423.56­ ____ _­�_,­.­­ ­­ ­11.1- -1---.1 ­1 �;, _1_11 I -A. -1 /__ ... - . . .... ....... , 1 11 ,,, I ­11-11.. .
NiP _', I/ , p,
� ll t � i -, I 4,11 � \ I I/ I I � I
� ..... ... \ ;;, I I
, !
Ill/
r , " -,
� I I .
.1 � I I
I ,�.,�,,
ip's J I
11 � � o �
I 1, � , I � , ,,,
1,
l ,4 ,I- I � � I i � I ;
",
` ,� I , i � I
I
' ,
" I , �_� %. 40 LF 18*
,­, I /
3 1 , ., ; I ,
I � 1, I � � " �
rk RCP; 0 0.58X � I f
,
. . - , ;
I , � �
�
I I
I I I
//.
I , I I
I ,
� I �
I
, , _e ,
lo I �­ - I
, i .
, I
11 .�i �
51 ,
,
.,
I , I'
I .
I 111.
I 11 0 I . I
I �
,
'.
I �
; e //
\�Mlllf/
I I k I
I , � R
� . \ .
� , i R-111 �� .
I � A , " I ,-, I . - .. 0- I
" REVIEWED FOR �
;
14, � I �
-�� -
I � ,
1,
1 �,i, , .'�.! - L
I . -, b/d COMPLIANCE
11T -
1i , '
,
I .1 =
3 -
- - 3 .
I
Plans have been reviewed for compliance with Town
Code of Ordinances & Standard Spociftations & - . PSI:; * Al 'ZI: I
11-1­ e. 0 A�
" Construction Details and an approved for `;"-'/'- 1�,06- Y G I * 1�1
construction subject to all statements, agreements, , . 1�.
and conditions set forth in Town approval letter. Said ////, REWS
letter Is hereby Incorporated herein by reiarence. 411111111e \\\\ 141, I
I I
06 0k��;7 IS/ �D14 1
I
� CM
FLARED END SECTION
1!
I
I 0
RISER STRUCTURE
11
:1
I 0
CATCH BASIN
j
] M
11
YARD INLET
I i WE
OFF-SET CATCH BASIN
I
�
ITW=416.00
SPOT ELEVATION
1 -415.001
� 5.25X
i
FLOW DIRECTION
i i ;
om
RIP-RAP OUTLET PROTECTION i :
. • _40
j
MAJOR CONTOU I
r I
; -
j
OSTRM DRAIN LINE
I
0
Rd ;R
x
lk I A
..
W
N
0
q �-
6 is
(n X
(n
hi 6
0�
0 8
1* I
a
r;
J '04
Z
W �q
a a
(0
(\j
0
a) �
D I I
C:
0 0
> z
< -
>,
(a co
_C:
&�
LL I
T
U3 (0
�
")a
O =
(,, �
M co
00 � 't
0
C> N
1 1
11 N
Ln in
to L0
m T
SS
h LL
,.- �,,s ',� v3s,� ":,:,>
� / , F
67 CJ
C , ,
,;
z U -
ul Z 0
_j
� �4,, �-- �,,- ) 0
Z

RIM=447.88
INV IN=441.96
INV OUT=441.86
CB#1 17-
RIM-444.96
INV IN (118)= 438.66
INV IN (300)=438.44
INV OUT (115) = 438.34
INV IN (301)=439-09
INV OUT (117)= 438.99
I'l 7 LF 15--
K(;F 9 l.UU7*—
J
j C,
CONNECT EXISTING 18•
9 ]-W.e 4
RIW"39.15
INV OUT- (115)j=434.24­­_ 03 LF 15
Mor INTO %Ozo;)T%jv I '%-I 4zi nor* tpbtmr-N I Mor W_ z A H J`- A
X,
EkSMEW
4 8
26 LF 15' i16 C
C5 11- c
RdP 0 5,20X
YI#413
RIM=43
IJ
(412)=41�49
INV
IN (11 7)=41�24 C8# 114
:432.71
iW (116)-433.24 RlWi'
1-3)­433,44 INV OUT t4)��59
5,0'
27
A �/ F
RIM 4.
440.75
Al I* IN Q- Ocs
Rep .7 '06
­,R 4
11wou- 2"�* 15"
1.42
1514' SLOP
INV
Pao .00%---
INV O 0.47
L . ....
RCFl 0 6.42% CB#1 12A ... ..
RCP 0,,,fl.O0X
A 2
INV IN =-422, -1�1 LF .l 5"
14 �W­OIJT=421.69
Z
wtexw
'VI
R.
13
N O�
'MATCHUNE
- — ® — - — - — - — - — - — -
—
7x
K(;F 9 l.UU7*—
J
j C,
CONNECT EXISTING 18•
9 ]-W.e 4
RIW"39.15
INV OUT- (115)j=434.24­­_ 03 LF 15
Mor INTO %Ozo;)T%jv I '%-I 4zi nor* tpbtmr-N I Mor W_ z A H J`- A
X,
EkSMEW
4 8
26 LF 15' i16 C
C5 11- c
RdP 0 5,20X
YI#413
RIM=43
IJ
(412)=41�49
INV
IN (11 7)=41�24 C8# 114
:432.71
iW (116)-433.24 RlWi'
1-3)­433,44 INV OUT t4)��59
5,0'
27
A �/ F
RIM 4.
440.75
Al I* IN Q- Ocs
Rep .7 '06
­,R 4
11wou- 2"�* 15"
1.42
1514' SLOP
INV
Pao .00%---
INV O 0.47
L . ....
RCFl 0 6.42% CB#1 12A ... ..
RCP 0,,,fl.O0X
A 2
INV IN =-422, -1�1 LF .l 5"
14 �W­OIJT=421.69
Z
wtexw
SCALE: 1 IN = 50 FT
co
N
> Z
o
N LL
v
00 0
0 cli
C\j C�l
Lo In
Lo Ln
rnm
P. U.
x
w
N
On
W
O 6K
O
d
z
0
z
U4
z
w4pp "W z
CO
Z
rA--3WZ]
Lw-japj
R.
13
N O�
'MATCHUNE
- — ® — - — - — - — - — - — -
—
- — --
REFEWTO SHEET C-12
SCALE: 1 IN = 50 FT
co
N
> Z
o
N LL
v
00 0
0 cli
C\j C�l
Lo In
Lo Ln
rnm
P. U.
x
w
N
On
W
O 6K
O
d
z
0
z
U4
z
w4pp "W z
CO
Z
rA--3WZ]
Lw-japj

Bt22106 &�Nl UTILITY ':EASEMENT
RIM*419.90 VARLARILE WIOTH PUBLIC``
RC IM 4 50
INV OUT (207�'=415.49 'STORMI EASEMENT
INV OUT'
(219)— 9.20
18. �12" WIDE GRAVEL
40 LF �C.,,CESS DRIVE
RCP 0 1.00x 27 LF Vt
RCP 0 1.0OX 1.
CB#219
RIM- 415.49
IN 221 v'
58
Q-9 -�
— IN (2
20)
INV OUT 1(206)-408.8"' z
f
158 LF 18
PALMER PAR KDRIVE EAST
� CP 0 0.50XI
WET DETENTION
POND
BMP#2
tB#221 CB#222 'REFER TO C-16)
RIM=415.,08
RIW=415.08
INV, IN 2211 = 409.82
(221y 09'."95
INV OUT
1w OUT, (219)-409.72 ......
r t
26 LF 15"
RCP 0 0.5031
15' CONSERVATION
EASEMENT
V
i
- -- - ­­- --- -----
N, -A
4A
RIP—,RAf OUTLEt,-PROlt it
OTION
NUUM CLASS "B" Rif RAP!
DmJ 9
Q,
N
S.
�j
iffn-
"X7—
4
7,7 of fH€
.. ..........
40' PUBLIC
UTILITY EASEMENT
GRADE GRAVEL DRIVE WITH
MAX 2% CROSS SLOPE
B2101
FLARED END SECTION
0
Milt
CATCH WIN
`2' X,
YARD INLET
oFF—sEr CATCH BASIN
\-fBfww=415.001
v
SPOT ELEVATION
'R
'1-7 -w-
t77
5.25Po'
FLOW DIRECTION
01,
_400—
MAJOR CONTOUR
�U
E
V
PUMP STATION
(REFER
TO C -1,,
44. �� . .....
B2101
FLARED END SECTION
0
Milt
CATCH WIN
YARD INLET
oFF—sEr CATCH BASIN
\-fBfww=415.001
v
SPOT ELEVATION
'R
5.25Po'
FLOW DIRECTION
lv� 1C.
_400—
MAJOR CONTOUR
STORM DRAIN LINE
20
B2101
0,,.- ahev- r. 2614
r.
co
C,j
to
< z
ro
Lo a
�D =
clj u_
o) co
co
c� c\j
I I
c\j N
Lo Ln
� Lo
0) cy)
!6
x
A
V)
W LU
V)
N 6 C
Ir
0 Ix
x 0
ul
FLARED END SECTION
0
RISER STRUCTURE
CATCH WIN
YARD INLET
oFF—sEr CATCH BASIN
\-fBfww=415.001
ITW=416.00
SPOT ELEVATION
5.25Po'
FLOW DIRECTION
RIP —RAP OUTLET PROTECTION
_400—
MAJOR CONTOUR
STORM DRAIN LINE
0,,.- ahev- r. 2614
r.
co
C,j
to
< z
ro
Lo a
�D =
clj u_
o) co
co
c� c\j
I I
c\j N
Lo Ln
� Lo
0) cy)
!6
x
A
V)
W LU
V)
N 6 C
Ir
0 Ix
x 0
ul

Is
-42" BLACK ALUMINUM
ORNAMENTAL, FENCE.
E F60EBAY WEIR A
A INSTALL ALONG `-EASEMENT`
OM ELEV=41 0.00
TOP ELEV;=41 1.00
LINE WEIR AND SIDE SLOPES
W1114 CLASS "B" RIP—RAP
62.LF.6 is
RCP_* 0.5096,,
-si
s '415,
CB#101
RIM=415.39
INV IN (102)=410.27
INV OUT (100)=410.1 7
PROVIDE TWIN ACCESS
4, GAWS. MINIMUM 10' %
CLEAR OPENING
DO NOT ENCROACH
ETLANDS WITH FOREBAY BOTTOM
W
EMBANKMENT SLOPE 4
ELEVr-406 05
34 LF,,36"
RCP 0 0.5096
FES#100
�,PC',
INV=410.00 3:1 MAX;
s, SLOPES:
9
&N ......
RIP—RAP OUTLET PROTECTION
NCDOT CLASS B lk!P`�RAP
1=18', W1=9 MAIN POOL BOTTOM
'. W2=11', d=i,80 11
D50= ELEV=406
ir
Dmax=9*.
10° VEGETATED SHELF
TOP ELEV 41 O�50
END FENCE AT
EMERGENCY SPILLWAY BOTTOM I ELEV = 409.50
10:1': MAX SLOPE
% ON
30' WIDE EMERGENCY SPILLWAY N
ELEV=414.00
EXTEND RIP
—RAP DOWN SLOPE. KEY
INTO, EXISTING GROUND 18 INCHES
END- FENCE AT . ....... ......
EMERGENCY SPILLWAY V
RIP—RAP OUT
LET PROTECTION
— — — — — — — — — —
S *B* RIP—RAP
NCDOT CLAS 's
L=9', W1=5, W2=6, d=18"
D50=6'
— — — — — — — — — — — — —
Dmax-V — A, "'N
. ...... ..... X_ X_
_x
TW =423 00
%
B=411.30
TW-415.50 'N
W
FES#50O
BW=400
IW=409.00 15� 'TO SHEET'k, C-12
s, k REFER
FOR PRkFORMED SCOUR
Is
42" BLACK ALUMINUM
HOLE ELEVATIONS
ORNAMENTAL FENCE.'" REFER 119 SHEET b-05
AT TOP OF WALL
JNSTAI A 0
P �-s, I
FOR DIMENSIONS
fi
Y,
7
37 LF 18"
RCP 0 0.509&
SCALE: 1 IN = 20 FT
WET POND #1 PLAN VIEW 20' 10' 0 20' 40'
�C-15� SCALE: 1 "=20'
SCALE IN FEET
HORIZONTAL
420 HIGH
ORNAMENTAL FENCE
10'
BERM
10:1 MAX SLOPE
30'
EMERGENCY SPILLWAY
(BACKGROUND) — 100 YR WSE=413.43
0-11, 10'
.0011k W__ FOREBAY BERM 25 YR WSE=413.09 VEG.
4-1 TOP ELEV=41 1 10 YR WSE=412.46 SHELF
— — — — — — FOREBAY — — — WEIR — — — ® - -- — — — — — — — — YR WSE=41 1.19 — — ®®
— —
LEV=414.00 2
BOTTOM ELEV=41 0 1 YR WSE=410.62
. . .. . .. . ...
TEMPORARY POOL
WSE=411.30
. . .. . .. . .. . .. . .. - — — — — — -- - — — — — — — . .. . .. . .. . ..
PERMANENT POOL
E=41 0.00
3 3
VEGETATED SHELF TO BE 6*
BELOW PERMANENT POOL 3
3
SEDIMENT STORAGE 1
1TOP c1l MI—An-Y ­11 AND ABOVE PERMANENT IMAIN 1
CLAY LINER. 10 POOL. 10:1 MAX SLOPE.
REFER TO NOTES 4
`4
Is
lsklz
;:Z
21:�o
V
1 /4F
BLACK' I
CERTIFYING CONTRACTOR WILL BE REQUIRED TO SUPPLY ENGINEER A FIELD SURVE
WITH CONTOURS AT CRITICAL ELEVATIONS TO VERIFY WET POND WAS INSTALLED AS
DESIGNED PRIOR TO ENGINEER SUBMITTING CERTIFICATION TO THE TOWN OF
FUQUAY—VARINA.
GALVANIZED
DWDER COAT WITH
77
RETAINING WALL
TIE—BACKS. REFER
TO NOTES.
RETAINING WALL
DRAINAGE. REFER TO
NOTES.
RETAINING WALL
FOUNDATION. REFER
TO NOTES.
WET POND RRO R-LE- VIEW
SCALE: 1 IN = 20 FT
20' 10, 0 20�' 40'
I
am
SCALE IN FEET
HORIZONTAL
10,
0
V)
0
SCALE IN FEET
VERTICAL
ID
ANTI—VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL
EXISTING GROUND
ELEV = 413.00
EMERGENCY SPILLWAY IN
REVIE FOR
V DIA.
10' WIDE BACKGROUND
V'J
COMPLIANCE
—PRE—CAST—
CONTRACTOR TO SUBMIT
INV­411.30
CONCRETE
PIM have been reviewed for compliance with Town
N
APPROVAL
MANHOLE
4* PVC PLUG
4—FT DIAMETER PRE—CAST
Construction Details and are approved for
Construction subject to all statements, agreements,
TEMPORARY POOL
and conditions set forth In Town approval letter. Said
TO RISER DETAIL
ELEV = 411.30
3 3
4'0 ORIFICE
41 100
4"x4" PVC TEE
IW=411.30
TEMPORARY POOL
OUTLET PROTECTION
ELEV=411-30
REFER TO PLAN
Cn
Ch
V PERMANENT POOL
!is I
4
ELEV=41 0. 00
DRAW DOWN ORIFICE.
77
RETAINING WALL
TIE—BACKS. REFER
TO NOTES.
RETAINING WALL
DRAINAGE. REFER TO
NOTES.
RETAINING WALL
FOUNDATION. REFER
TO NOTES.
WET POND RRO R-LE- VIEW
SCALE: 1 IN = 20 FT
20' 10, 0 20�' 40'
I
am
SCALE IN FEET
HORIZONTAL
10,
0
V)
0
SCALE IN FEET
VERTICAL
ID
ANTI—VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL
E
—1 30 r
EXISTING GROUND
ELEV = 413.00
EMERGENCY SPILLWAY IN
REVIE FOR
V DIA.
10' WIDE BACKGROUND
4"0 ORIFICE
COMPLIANCE
—PRE—CAST—
CONTRACTOR TO SUBMIT
INV­411.30
CONCRETE
PIM have been reviewed for compliance with Town
N
APPROVAL
MANHOLE
4* PVC PLUG
4—FT DIAMETER PRE—CAST
Construction Details and are approved for
Construction subject to all statements, agreements,
TEMPORARY POOL
and conditions set forth In Town approval letter. Said
TO RISER DETAIL
ELEV = 411.30
3 3
4'0 ORIFICE
41 100
4"x4" PVC TEE
IW=411.30
TEMPORARY POOL
OUTLET PROTECTION
ELEV=411-30
REFER TO PLAN
Cn
E
—1 30 r
C;
z
EXISTING GROUND
EMERGENCY SPILLWAY IN
REVIE FOR
2
10' WIDE BACKGROUND
ANTI—VORTEX TRASH RACK.
COMPLIANCE
BERM
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
PIM have been reviewed for compliance with Town
N
APPROVAL
Code of Ordinances & standard SpW11,811ons &
4—FT DIAMETER PRE—CAST
Construction Details and are approved for
Construction subject to all statements, agreements,
CONCRETE RISER. REFER
and conditions set forth In Town approval letter. Said
TO RISER DETAIL
letter Is hsr@bY Incorporated herein by re*xence.
3 3
4'0 ORIFICE
41 100
IW=411.30
TEMPORARY POOL
OUTLET PROTECTION
ELEV=411-30
REFER TO PLAN
Cn
Ch
V PERMANENT POOL
!is I
4
ELEV=41 0. 00
DRAW DOWN ORIFICE.
REFER TO RISER DETAIL
36823
18" RCP WITH
5 Tsw*s
GASKETTED JOINTS (ASTM C443)
COMPACTED SUBGRADE.
BOTTOM ELEV-404
10
REFER TO NOTES
............... "I
it P
SAND DIAPHRAGM MINIMIZE GAP IN LINER
REFER TO DETAIL PENETRATION
STANDARD
CLAY LINER.
EXTENDED BASE
REFER TO NOTES
0
SCALE: I IN =10 FT
E IN ET
SC V ALERTICAL FE
WET POND J1 - PROFILE VIEW 10' 5' 0 10,
20'
SCALE: 1"=10'H / 1'=5'
SCALE IN FEET
HCRJZONTAL
C;
z
2
CA
N
W
Cn
Ch
C;
z

07
0
Al
NESS
10'
E NING 'Ale
3: MAX
S�OPES
5-FT WIDE FORE13AY WEIR.
BOTTOM ELEV4397.00
TOP ELEV�398-00
UNE WEIR AND SIDE I SLOPES
WITH c LAqs 4B' 01P-RAP
10' 1 VEGETATED SHE
TOP! ELE*=397.5(
BOTTOM ELEV=396.
10 :1 MA�( SLOPE
42" HIGH
ORNAMENTAL FENCE
10'
BERM
10:1 MAX SLOPE
EMERGENCY SPILLWAY.
4,
DO NOT ENCROACH �-RISER STRUMRE. SEE DETAIL
INTO STREAM BUFFFER THIS SHEET
WITH EMBANKMENT
SLOPE 54 0 1 8"
RCP 0 0.50%
'P -3.-1 MAX
A SL ,PES
FOREBAY BOTTOM
ELEV=392
FES#600
(W=393.00
W
-------- lk
RIP OUTLET`,^ PRO CTIOW
NC
C ­P
L W,:F, W2=6',/d=180
D D =ox=6 g' "
N L BOTTO } i i
E =389.
r �/ ✓ y i ; l ;.�
—X—X—x
0)
7-i
SCALE: 1 IN 20 FT
WET POND #2 PLAN VIEW 20' 10, 0 20' 40'
C -16 SCALE: ­'=20'
SCALE IN FEET
HORIZONTAL
...... . . .
35 LF 30*--
N
RCP 0 2.61%,
42" BLACK ALUMINUM
04
10 YR WSE=400.03
ORNAMENTAI. `-FENCE. INSTALL
30'
ALONG TOP OF'BER V",
NCDOT CLASS "Bo
RIP-RAP EMERGENCY SPILLWAY
2 YR WSE=398.80
LINED SPILLWAY.
MINIMUM (BACKGROUND)
1 YR WSE=398.34
FES#200
`OUTLET
RIP RAP tET PROTECTION
DEPTH 18". INSTALL WITH
IN 40 PLUG
Nb�OT CLASS B RIP-RAP
.
FILTER FABRIC
L= 15', W1 =8', 42-1 Wig, d 18"
. . . . . .
WSE=398.50
050 =0"
30' WIDE EMERGENCY
SPILLWAY
\
Dmox=go
O
ELEV-401.00
EXTEND RIP-RAP DOWN
END FENCE AT
.. .......
Ai
,SLOPE. KEY, INTO EXISlING
A V
4:1
EMERGENCY SPI LLWAY
GROUND 18 INCHES
18" RCP OUTLET
INV=393.30
WE
/
D FENCE AT 2
07
0
Al
NESS
10'
E NING 'Ale
3: MAX
S�OPES
5-FT WIDE FORE13AY WEIR.
BOTTOM ELEV4397.00
TOP ELEV�398-00
UNE WEIR AND SIDE I SLOPES
WITH c LAqs 4B' 01P-RAP
10' 1 VEGETATED SHE
TOP! ELE*=397.5(
BOTTOM ELEV=396.
10 :1 MA�( SLOPE
42" HIGH
ORNAMENTAL FENCE
10'
BERM
10:1 MAX SLOPE
EMERGENCY SPILLWAY.
4,
DO NOT ENCROACH �-RISER STRUMRE. SEE DETAIL
INTO STREAM BUFFFER THIS SHEET
WITH EMBANKMENT
SLOPE 54 0 1 8"
RCP 0 0.50%
'P -3.-1 MAX
A SL ,PES
FOREBAY BOTTOM
ELEV=392
FES#600
(W=393.00
W
-------- lk
RIP OUTLET`,^ PRO CTIOW
NC
C ­P
L W,:F, W2=6',/d=180
D D =ox=6 g' "
N L BOTTO } i i
E =389.
r �/ ✓ y i ; l ;.�
—X—X—x
0)
7-i
SCALE: 1 IN 20 FT
WET POND #2 PLAN VIEW 20' 10, 0 20' 40'
C -16 SCALE: ­'=20'
SCALE IN FEET
HORIZONTAL
...... . . .
2
� WET POND #2 - PROFILE VIEW%,
SCALE: 1"=20'H 1"=10'V
IA
SCALE: 1 IN = 20 FT
20' 10, 0 20' 40
mmmq
SCALE IN FEET
HORIZONTAL
II
W
0
SCALE IN FEET
VERTICAL
CHAIN LINK
SECURITY FENCE
CONTRACTOR WILL BE REQUIRED TO SUPPLY CERTIFYING ENGINEER A FIELD SURVE)
WITH CONTOURS AT CRITICAL ELEVA77ONS TO VERIFY WET POND WAS INSTALLED AS
DESIGNED PRIOR TO ENGINEER SUBMITTING CERTIFICATION TO THE TOWN OF
FUQUAY-VARINA.
ANTI-VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL
4"0 ORIFICE 4' DIA.
IW=398.00 —PRE-CAST_,
CONCRETE
MANHOLE
TEMPORARY POOL .1-4" PVC PLUG
ELEV=398.00
/-4*x4" PVC TEE
100 YR WSE=400.96
25 YR WSE=400.22
42" HIGH
04
10 YR WSE=400.03
ORNAMENTAL FENCE
30'
NCDOT CLASS "Bo
RIP-RAP EMERGENCY SPILLWAY
2 YR WSE=398.80
LINED SPILLWAY.
MINIMUM (BACKGROUND)
1 YR WSE=398.34
TOP OF DAM
ELEV=402
DEPTH 18". INSTALL WITH
IN 40 PLUG
TEMPORARY POOL
10,
BERM
FILTER FABRIC
BENEATH
ELEV=396.00
WSE=398.50
CHAIN LINK
A V
4:1
18" RCP OUTLET
INV=393.30
WE
SECURITY IFFENCE
Immw- % 1
-ml
EXISTING GROUND
7-
3
10'
ft-*E
GRAVEL PAD FOR
- — -
- - - — —
— - — . . .. . .
— —
. . .. . .. . .
SHELF
PUMP STATION
10,
VEG. SHELFV PERMANENT POOL
WSE=-397.00
3
3
VEGETATED SHELF TO BE 6"
BELOW PERMANENT POOL
3 AND ABOVE PERMANENT
1 POOL. 10:1 MAX SLOPE.
VEGETATED SHELF TO BE 6*
SEDIMENT STORAGE
3
BELOW PERMANENT POOL
FILL WITH LEAN ',CONCRETE,
TOP ELEV=393
MAIN :
AND ABOVE PERMANENT
CLAY LINER.
ELEV =392
POOL 10:1 MAX SLOPE.
REFER TO NOTES
SEDIMENT
FOREBAY BERM
STORAGE TOP
INVERT OF 6 LITLET, PIP E
TOP ELEV=398
E =390
FOREBAY WEIR
BOTTOM ELEV=397
BOTTOM ELEV=389
10,
2
� WET POND #2 - PROFILE VIEW%,
SCALE: 1"=20'H 1"=10'V
IA
SCALE: 1 IN = 20 FT
20' 10, 0 20' 40
mmmq
SCALE IN FEET
HORIZONTAL
II
W
0
SCALE IN FEET
VERTICAL
CHAIN LINK
SECURITY FENCE
CONTRACTOR WILL BE REQUIRED TO SUPPLY CERTIFYING ENGINEER A FIELD SURVE)
WITH CONTOURS AT CRITICAL ELEVA77ONS TO VERIFY WET POND WAS INSTALLED AS
DESIGNED PRIOR TO ENGINEER SUBMITTING CERTIFICATION TO THE TOWN OF
FUQUAY-VARINA.
ANTI-VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL
4"0 ORIFICE 4' DIA.
IW=398.00 —PRE-CAST_,
CONCRETE
MANHOLE
TEMPORARY POOL .1-4" PVC PLUG
ELEV=398.00
/-4*x4" PVC TEE
4"0 ORIFICE
INV=398.50
DRAW DOWN ORIFICE.-
REFER TO RISER DETAIL
TEMPORARY POOL
ELEV=398.50
BOTTOM ELEV=389
CLAY LINER.
REFER TO NOTES
moo4Q=
I:ki 1:4 z I I) A
ANTI-VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL.
/-4-FT DIAMETER PRE-CAST
CONCRETE RISER. REFER
TO RISER DETAIL
MINIMIZE GAP IN LINER
PENETRATION
zmm
-1 3-1—
EMERGENCY SPILLWAY IN
BACKGROUND
//-SAND DIAPHRAGM
REFER TO DETAIL
3
11 18' RCP WITH O-RING
/- GASKETTED JOINTS (ASTM 0443)
EXISTING
GROUND
•
5' j_ '111111111" -tl2xqll
COMPACTED SUBGRADE.-/ to
REFER TO NOTES 11
3 WET POND #2 - PROFILE VIEW
C-16) SCALE: 1"=10'H 1"=5'
.. ... ...........
N
ce (6
0
3:
ai
0
z
A
jlllwwmr
04
DRILL 2"0 OPENING
IN 40 PLUG
ELEV=396.00
A V
18" RCP OUTLET
INV=393.30
WE
FILL WITH LEAN ',CONCRETE,
FROM MANHOLE 'BASE, TO"
INVERT OF 6 LITLET, PIP E
STAN
NOD BASE,
RISER DETAIL
�C-16) SCALE: N.T.S.
4"0 ORIFICE
INV=398.50
DRAW DOWN ORIFICE.-
REFER TO RISER DETAIL
TEMPORARY POOL
ELEV=398.50
BOTTOM ELEV=389
CLAY LINER.
REFER TO NOTES
moo4Q=
I:ki 1:4 z I I) A
ANTI-VORTEX TRASH RACK.
CONTRACTOR TO SUBMIT
SHOP DRAWINGS FOR
APPROVAL.
/-4-FT DIAMETER PRE-CAST
CONCRETE RISER. REFER
TO RISER DETAIL
MINIMIZE GAP IN LINER
PENETRATION
zmm
-1 3-1—
EMERGENCY SPILLWAY IN
BACKGROUND
//-SAND DIAPHRAGM
REFER TO DETAIL
3
11 18' RCP WITH O-RING
/- GASKETTED JOINTS (ASTM 0443)
EXISTING
GROUND
•
5' j_ '111111111" -tl2xqll
COMPACTED SUBGRADE.-/ to
REFER TO NOTES 11
3 WET POND #2 - PROFILE VIEW
C-16) SCALE: 1"=10'H 1"=5'
.. ... ...........
N
ce (6
0
3:
ai
0
z
A
jlllwwmr