20061325 Ver 1_COMPLETE FILE_20060816

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NCDENR
North Carolina Department of Environment and Natural Resources ?o
Division of Coastal Management
Michael F. Easlev. Governor Charl $ J
August 15, 2006
MEMORANDUM:
TO:
FROM:
SUBJECT:
Applicant:
es ones, Dlrector William G. Ross Jr., Secretary
Noelle Lutheran
401
Div. of Water Quality
Doug Huggett, Major Permits Coordinator
CAMA / Dredge Permit Application Review
I O
AUG 1 4 2006
I)vvt
Summerhouse on Everett Bay c/o R. A. North Dev. I, Inc.
Project Location: off of NCSR 1534, adjacent to Kings Creek and AIWW in Holly Ridge,
Onslow County
Proposed Project: Applicant proposes to develop a 1,033-lot S/D with docking facilities and
associated utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 7, 2006. If you have any questions regarding the proposed project,
please contact Jon Giles at [phone], when appropriate, in-depth comments with
supporting data is requested.
?-C L REPLY: This agency has no objection to the project as proposed. D
?t5
This agency has no comment on the proposed project.
17 ?,D This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
,rcomments.
r
SIGNED DATE
Y
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper
O? WATF9 Michael F. Easley, Governor
O? WG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
co r
> .? Alan W. Klimek P.E., Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
DWQ Project # 061325
Onslow County
September 14, 2006
R.A. North Development I, Inc., Matthews, NC
Attn: Mr. Randy Allen
110 Matthews Station Street
Suite 2D E?1 r 3
Matthews, NC 28105
sS",
Subject: General 401 Water Quality Certification #3490 C P 2 0 Nub
Summerhouse Subdivision
Dear Mr. Allen:
The Wilmington Regional Office received your application for a CAMA Major Permit from the Division
of Coastal Management on August 14, 2006 and additional information received on September 12, 2006,
September 13, 2006 and September 14, 2006. The impacts proposed are for a 10-slip docking facility and
boat ramp for a proposed 1,033 lot subdivision. You are authorized to proceed with your project as
proposed under General Water Quality Certification (WQC) # 3490 (enclosed). This Certification
allows you to use the CAMA Major Permit when the Division of Coastal Management issues it.
Written concurrence from the Division of Water Quality (DWQ) is not required provided that you can
meet all of the conditions of the General Water Quality Certification.
If at anytime during construction of your project you determine that you cannot meet these conditions or
if there are any additional impacts to wetlands or water quality not described in your application,
you must contact this office immediately.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-7215.
S' erely,
Joanne Steenhuis
Environmental Specialist IIIF
cc: Carl Huddle -Trader Construction I
Dave Timpy - USACE Wilmington
Jon Giles - DCM Wilmington
Doug Huggett, DCM Morehead City
Ian McMillan, DWQ 401 Oversight Unit
Central Files
W iRO

N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone]
One
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper NorthCarOlina
Naturally

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S E P 1 2 2006
Please be advised that special lots in Summerhouse are within
guidelines that are regulated and enforced by several State Agencies.
The two categories below have been colored in red and are defined below
them in black. It's important that there is familiarity of what a potential lot buyer
can and cannot do within their lot of choice.
Two types of wetlands which are regulated differently:
-404 wetlands (are higher in the landscape)
These areas can be cleared but there can be no
change to the ground itself. No fill, planting, digging, construction,
etc... Trees can be felled and removed by hand and chipped in the
uplands.
-LAMA wetlands (influenced by the tide)
These areas CANNOT BE TOUCHED. Structures CANNOT be built
within the CAMA wetland. NOTHING can be done passed the
CAMA line towards the water.
Regulatory Buffers:
-A 30' Buffer off of Mean High Water Line:
Nothing can be constructed in the 30' buffer.
individual lot owner.
-CAMA Minor Permits are required for the following lots:
185-187, 204-206, 674, 675, 165, 170-172, 191-198, 202 and 203
-A 75' Buffer Area of Environmental Concern off of Mean High Water Line:
Structures can be built within the 75' AEC line located off the MEAN
HIGH WATER LINE; but a CAMA Minor Permit is required by the
y.,
?r
The chart below illustrates lot number and the maximum built-upon
Impervious Area allotted in accordance with State Storm Water Management:
Lot
Numbers Vested
Impervious
Area S q. Ft.
93-277, 624-793 & 796-834 2,800

1-51, 365-397, 522-539, 837-869, 897-926, 977-
1029 3,200

52-92, 278-339, 419-505, 567-620, 794 & 795,
835 & 836 3,500

340-364, 398-418, 506-521, 540-566, 621-623 4,000

870-896, 927-976 4,500

Setbacks:
FRONT: 15 ft.
SIDE: 5 ft.
REAR: 20 ft.
(b) Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.
(c) Each lot will maintain a 30' wide vegetated buffer between impervious
areas and surface waters.
(d) All roof drains shall terminate at least 30' from the mean high water
mark of surface waters.
(e) Filling in, piping or altering any designated curb outlet swale associated
with the development is prohibited by any person.
CAROLINA
ENGINEERS. PA
CAROLINA ENGINEERS, PA -PUJ Q -,tt, 06 132
Geotechnical • Construction Materials • Forensic • Site Development • Surveying
September 12, 2006
Ms. Joanne Steenhuis
NC Department of Environment and Natural Resources
Division of Water Quality Section -Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Wetland Impacts during Construction Concerns
Summerhouse on Everett Bay, Onslow County, NC
Ms. Steenhuis,
The Architectural Review Committee (ARC) as outlined in Section 1. Article VIII of the
Declaration of Protective Covenants, Restrictions, Easements, Charges, and Liens for
Summerhouse on Everett Bay (Summerhouse) will make certain no wetlands are
impacted during construction. This committee's charge is to monitor the compliance of
architectural standards & controls by approving only construction that avoids impacts to
surrounding wetlands as further outlined in other sections of said article.
The house footprints for each lot are generically displayed on the site plans and should
be construed as representational only. Property owners will be required to build houses
within Article VIII, Section 5 - Compliance with Wetland & Buffer Regulations
guidelines. As previously discussed, some lots comprise a considerable amount of
wetland. Lots similar to #888 will necessitate the creative planning by an architect to
appropriately circumvent wetlands. These plans, in turn, will be reviewed by the ARC
and approved or disapproved. Construction will be conducted with best building
practices enforced as outlined in Article VIII Section 11 - Diligent Construction.
The declarant (R.A. North Development I, Inc.) has planned Summerhouse with
appropriate safeguards and provided the necessary oversight during the project's
development to eliminate wetland impacts during construction. If additional information
is needed or you have any questions, please call.
Sincerely,
Carolina Engineers, PA
. ,r

Carl C. Huddle, P.E. ' SE? 2 Q Luf??
Project Manager
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PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com
CAROLINA
ENGINEERS. PA
CAROLINA ENGINEERS, PA
-TWQ--4-' 06
Geotechnical • Construction Materials Forensic • Site Development • Surveying
September 14, 2006
Ms. Joanne Steenhuis
NC Department of Environment and Natural Resources
Division of Water Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Wetland Impacts during Construction Concerns
Summerhouse on Everett Bay, Onslow County, NC
Ms. Steenhuis,
Utilities crossing wetlands will be performed by directional drilling and jack & bore
methods. Wetlands will not be impacted as a result of utility crossings.
Sincerely,
Carolina Engineers, PA
Carl C. Huddle, P.E.
Project Manager
d'\
PO Box 1595, New Bern, NC 28563, Tele: [phone], Fax: [phone], www.carolinaengineers.com
006632
AM4 0 0
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
R
CC Cgad
i
August 15, 2006 AUG 1 6 2006
MEMORANDUM: DENR - WATER aUAL11 Y
WETLANDS AND STORb1WATER BRAIJCH
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, Major Permits Coordinator
SUBJECT: CAMA / Dredge Permit Application Review
Applicant: Summerhouse on Everett Bay c/o R. A. North Dev. I, Inc.
Project Location: off of NCSR 1534, adjacent to Kings Creek and AIWW in Holly Ridge,
Onslow County
Proposed Project: Applicant proposes to develop a 1,033-lot S/D with docking facilities and
associated utilities.
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by September 7, 2006. If you have any questions regarding the proposed project,
please contact Jon Giles at [phone], when appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastaimanagement.net
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Summerhouse on Everett Bay / % R.A. North Development I, Inc.
2. LOCATION OF PROJECT SITE: The project site is located off NCSR 1534, known locally as the Holly Ridge -
Sneads Ferry Rd. adjacent to Kings Creek and AIWW in Holly Ridge, Onslow County.
Photo Index - 2000: 26-350: A-Q(1-6); 27-370: A-E(10-15),C-E(1-9), F-X (1-11)
1995: 26-335: A-M(7-16); 27-356: E-J(1-15), A-D(8-14), K-X(1-11)
1989: 4 17127: K-X(12-20); 4 172 4: J-X(13-21)
State Plane Coordinates - X: 2456538 Y:270931 GPS File: P061517A
Lat:34°29'05.43155"N Long: 77°29'06.01532"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 05-9-06; 05-16-06; 06-15-06
Was Applicant Present -Yes
5. PROCESSING PROCEDURE: Application Received - Complete on 07/21/06
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Onslow County
Classification From LUP - Limited Transition
(B) AEC(s) Involved: ES, EW, PT, CW
(C) Water Dependent: Yes
(D) Intended Use: Private/ Commercial
(E) Wastewater Treatment: Existing - N/A
Planned - Packa(ye Plant
(F) Type of Structures: Existing -N/A y
Planned-1,033) lot subdivision, 10-slip docking facility, boat ramp and
associated utilities.
(G) Estimated Annual Rate of Erosion: N/A Source-N/A
7. HABITAT DESCRIPTION:
8.
[AREA]
DRFDnPn Fill FTC nTPPR
(A) Vegetated Wetlands - Coastal
3,556 ft.=
(shaded)
(B) Non-Vegetated Wetlands - open water 4,820 ft.z
(incorporated)

(C) Other (Highground) 385 acres
(disturbed)
(D) Total Area Disturbed: 385 acres
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: Stump Sound - YES; Kings Creek & Spicer Bay - NO
PROJECT SUMMARY: The applicant is proposing a 1,033-lot subdivision, 10-slip docking facility, boat ramp
and associated utilities.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Summerhouse on Everett Bay
Page Two
9. PROJIJCT DESCRIPTION:
The project site is located off SR1534, known locally as Holly Ridge - Sneads Ferry Rd., adjacent to Kings
Creek and Stump Sound in Holly Ridge, Onslow County. To get to the site from Wilmington take US Hwy 17 N
to Sound Rd., which is the first road on right after crossing NC Hwy 50 in Holly Ridge. Turn right onto Sound
Rd. (at the sharp curve to the left Sound Rd. becomes Holly Ridge - Sneads Ferry Rd.) and travel approximately
2 miles. Dolph Everett Rd. will be on the left. Travel approximately 200 yards past Dolph Everett Rd. and there
will be a construction entrance on the right for the project site. The project site is approximately 515 acres. Per
the application approximately 86 acres of the 515-acre site are § 404.wetlands. The property is bordered by
Kings Creek and vacant land to the west, vacant land to the east, SR 1534 to the north and Stump Sound and
Spicer Bay to the south. The property has two old dilapidated farmhouses and an old cemetery. The property
also consists of farmland and is densely forested with hardwoods, conifer, and native underbrush. The current
average elevation of the property is approximately 27' above mean sea level (MSL), ranging from 2' MSL to
33' MSL near the road. The high ground portion of the property has been thinned of most of the understory and
some logging activities have already begun. In addition, gravel roads have been installed through out the project
site. There are coastal wetlands located on the waterward sides of the site. On the western side of the property
along Kings Creek the coastal wetland border ranges in width from 20' to. 500' and is approximately 2,800' in
length. Along the southern property boundary adjacent to Spicer Bay and Stump Sound the coastal wetland
border is approximately 10' to 400' in width and approximately 3,500' in length. The coastal wetlands consist
primarily of Giant Cordgrass (Spartina Cynocoroides), Sea Lavender (Limoniinn, Spp.), Black Needlerush
(Jurors roernarianus), Spike Grass (Distichlis Spicata), Salt Meadow Grass (Spartina Patens), Salt Marsh
Cordgrass (Spartina alterniflora) and Glasswort (Salicornia spp.). The coastal wetland areas consist of mixed
high and low marsh areas of varying size and composition.
The Onslow County Land Use Plan classifies the upland areas of this project as Developed. The waters of the
project site are classified as SC by the NC Division of Water Quality. The NC Division of Marine Fisheries has
designated this area of Kings Creek, Spicer Bay and Stump Sound as a Primary Nursery Area. and the waters
adjacent to the proposed project are closed to the harvesting of shellfish in Spicer Bay and Kings Creek, and are
open to the harvesting of shellfish in Stump Sound.
PROPOSED PROJECT:
The applicant is proposing to create a 1,033 lot single-family subdivision and related infrastructure and
amenities. In addition, the applicant is proposing to install a 10-slip docking facility, and a boat ramp with an
access pier. There would be approximately 52,227 linear feet of streets (see sheet D-1 for typical cross section),
30,000 linear feet of asphalt trails, 35,000 linear feet of sidewalks, 65.23 acres of ponds (see sheet D-d for
typical cross section), and 85.42 acres of open space.
There are 11 § 404 wetlands crossings proposed. These crossing would be accomplished by bridging with
timber pilings, wood beam bents and wood decking. The bridges would vary in length from 50' to 200' and
would be approximately 21' in width. Please see sheet D-6 for typical bridge construction details.
The applicant proposes to create 1,033 lots for single-family dwellings, giving a density of 2 units per acre. No
individual units are proposed as part of the application package. As such, each individual property owner
proposing to develop within any AEC would be required to obtain their his/her own individual CAMA pen-nit.
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
Summerhouse on Everett Bay
Page Two
Beginning along the northern portion of the property (adjacent to SR 1534) the applicant is proposing 3
entrances to the subdivision. The applicant is proposing a wastewater treatment plant (WWTP) and a 1.9 acre
boat storage facility (maximum 100 boats as stated by applicant) to be located in the northwestern portion of the
project site. Moving south away from the road the applicant is proposing 4 small ponds ranging in size from .5
acres to 8.2 acres and one large 36-acre pond that runs north to south in the middle of the property. To be
included in this pond would be a pedestrian pathway, a beach area and a canoe and kayak launch.
A proposed boat ramp area would be located in the northwestern portion of the project site adjacent to Kings
Creek with all associated parking and utilities as follows: playground area, 7 trailer parking spaces, 36 standard
parking spaces and boat launch with access pier and viewing dock. The proposed boat ramp would begin at the
edge of an asphalt driveway that would be bulkheaded to allow for the transition from the asphalt to the elevated
boat ramp. The proposed boat ramp would be elevated a minimum of 3' above the coastal wetland substrate.
The ramp would be 16' wide and a total of 235' long. The first 170' of the ramp would be constructed of wood
and would traverse form east to west approximately 88' over high marsh and approximately 60' over low marsh.
The last 65' would be constructed of concrete with aluminum rails for support. The applicant is also proposing a
groin if needed along the southern edge of the concrete ramp to prevent any erosion. The boat ramp would
terminate approximately 38' waterward of normal high water (NHW). The water depth at the end of the boat
ramp would be-3''@ Mean Low Water (MLW). A covered 16' x 16' gazebo is proposed landward of the 30'
buffer on the northern side of the boat ramp. A 6' x 110' pier is proposed on the northern side of the gazebo to
access the floating launch dock. The floating launch dock would be 89' in length and ranging in width from 4'
on the west end to 6' in the center and 10' at the access ramp. See sheet "D-4" for details.
Continuing south on the project site there would be 5 more ponds ranging in size from 1.2 acres to 6.5 acres.
Some of the ponds are proposed to be infiltration ponds for the subdivision.
A 10-slip docking facility is proposed on the southern shoreline adjacent to Stump Sound located near the center
of the property. The applicant is proposing a 6' x 288' pier. The pier would extend approximately 48' into the
waterbody. The pier would be elevated 6' above NHW. The pier would also cross two navigable ditches. There
would be a 30' x 30' gazebo at the waterward end of the pier. A floating dock measuring 10' in width and 148
in length is proposed on the eastern side of the gazebo running parallel with the shoreline. The floating dock
would also have 9 finger piers measuring 4' in width and 30' in length. The water depths at the end of the finger
piers would be approximately -2.5' @ MLW. In an effort to prevent boats mooring on the northern side of the
floating dock a handrail would be installed. The floating dock would be located approximately 48' waterward of
the edge of marsh. Please see sheet D-5 for pier details.
10. ANTICIPATED IMPACTS
The proposed project would incorporate approximately 4,820 ft.2 of Estuarine Waters and Public Trust Area.
The proposed pier and boat ramp would shade approximately 3,556 ft.2 of coastal wetlands. The proposed
subdivision, installation of the roads, utilities and stormwater measures would disturb approximately 385 acres
of highground.
Submitted by: J. W. Giles Date: August 14, 2006 Office: Wilmington
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer -50% Recycled 110% Post Consumer Paper

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Form DCM-MP-1
• DCM WILMINGTON, 'NAPPLI
CATION
.JUL 2 1 2006
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name R.A. North Development I, Inc., Matthews, NC
Address 110 Matthews Station Street, Suite 2D
City Matthews State NC
Zip 28105 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Randy Allen -President
• Address 110 Matthews Station Street, Suite 2D
City Matthews State NC
Zip 28105 Day Phone [phone]
Fax [phone]
c. Project name (if any) Summerhouse on Everett
Bay
NOTE: Permit will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Onslow
• Revised 03/95
b. City, town, community or landmark
Holly Ridge
c. Street address or secondary road number
Holly Ridge (SR-1534)
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Kings Creek/Stump Sound/Everett Bay
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Road construction, pond excavation, sewer plant,
water distribution, sewer collection, small craft
launch, and pier.
b. Is the proposed activity maintenance of an existing
project, new work, or both? new work
c. Will the project be for public, private or commercial
use? Private
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages. (See Construction Narrative this
section.)
AUG ? G Z006
DE f4k = WATa R UAUTY
iETW40 AMb OTPAWWA7cR BF MC!
•
•
•
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 515.14 Acres
b. Size of individual lot(s) Approximately 10,000 SF
c. Approximate elevation of tract above MHW or
NWL Avg - 27' MSL (2' MSL to 33' MSL)
d. Soil type(s) and texture(s) of tract
Clayey Sand (CS) Silty Sand (SIM) Poorly Grade Sand (SP)
e. Vegetation on tract Agriculture, Timber
f. Man-made features now on tract Old Farm House,
Cemetary & Shelter
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation X Limited Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
Planned unit development
i. Is the proposed project consistent with the applicable
zoning? X Yes No
(Attach zoning compliance certificate, if applicable.)
j. Has a professional archaeological assessment been
done for the tract? X Yes No
If yes, by whom?
Bobby Southerlin
704 Main Street, Clayton, NC 27520
[phone] Mobile [phone] Fax
k. is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other 404
If yes, has a delineation been conducted? Yes
(Documentation available on plans)
Revised 03/95
in. Describe existing wastewater treatment facilities.
(See WWTF description this section.)
n. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) No discharge to
waters of the State are planned.
o. Describe existing drinking water supply source.
ONWASA 12" water main - Onslow County Water
and Sewer Authority. 12" water main along Holly
Ridge Road (SR-1534).
5. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
•
•

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
(See Low Density Stormwater Management Plan)
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Mark & Arthur Yow
Address 369 Holly Ridge Road, Holly Ridge, NC 28445
Phone [phone]
Name William H. Rice
Address 704 Tar Landing Road, Holly Ridge, NC 28445
Phone [phone]
Name Greg Salmon
Address PO Box 789, Wallace, NC 28466
Phone [phone]
Name Glennie Murvin
Address 385 Holly Ridge Road, Holly Ridge, NC 28445
Phone [phone]
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03/95
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the beg of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the ZZ day of Tu N e -,2006.
Print Name A>y J, l L?'N
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation and Fill Information
x DCM MP-3 Upland Development
X DCM MP-4 Structures Information
x DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment In the
space provided at the bottom of each form
0 SUMMERHOUSE AT EVERETT BAY
PART 1. DESCRIPTION OF THE PROJECT
RA Management proposes to develop the 515 acres of land to be called
Summerhouse at Everett Bay in Onslow County, near Holly Ridge, North
Carolina, (site map included). The property is adjacent to the Atlantic
Intracoastal Waterway and near Spicer Bay and contains 86 acres of wetlands.
RA Management proposes the development of a single-family residential project.
The proposed Project will be one of the largest developments in the area.
The Project is proposed to provide a world class residential property not currently
prevalent in the Holly Ridge area. The quality of the Project is designed to attract
the regional consumer to live in Holly Ridge.
The proposed Project is planned to be constructed over approximately a 10-year
period. Construction of the 1,029 single-family residential lots and related
infrastructure, are essential elements to be designed and permitted. The
specific goals of the development are to create a high quality residential real
estate project that significantly enhances the market value of the property; create
a high quality alternative in the Town of Holly Ridge create a project that is
consistent with the RA Management high quality project offering amenities,
services, and products in an environmentally sensitive and well-planned manner.
The project will include providing for a treatment plan to handle and treat all
wastewater derived from the 1,029 lots of the single-family development. Two
on-site ponds will be used for waste water infiltration. The plant and associated
discharges are being designed and permitted by Mckim and Creed Engineering.
The land disturbance, storm water handling, best management practices and
water access are being permitted by Trader Construction.
The project will include day dock slips, reasonable water access through small
boat ramp construction and observation piers for wetland and water viewing
access and enjoyment for the lot owners of the subdivision. The observation
piers will not provide dockage in the open water areas and in the wetland is a
raised fixed walkway on piles outside of the CAMA line. In addition, deed
restrictions and protective covenants will not permit individual lot piers.
PART 2. NATURAL RESOURCES AND LAND DEVELOPMENT
The siting of the Project is critical to its success. The proximity and connection to
the Wilmington area are unique factors for the proposed site. The proximity of
the Atlantic Intracoastal Waterway is also an important factor for siting the Project
as proposed.
•
DCM-MP-1 Section 3.d - Construction Narrative
The requirement for this project to be economically viable can be achieved
primarily through the single-family lots planned for the Project. The natural
resources of the Project site have been carefully used in planning for this primary
and driving use for the success of the proposed Project. The single-family plan
has been designed to incorporate and enhance the natural resources of the site.
As described in this analysis, the sensitive natural resources were avoided at
every possible step of the planning process to maximize the experience of the
end user and visitor to the Project site. The location of this site, its natural
resource amenities, and the available acreage all support the development of the
Project at this site. No other sites were found in the area where such a project
could be successfully contemplated. In light of the overall project purposes, this
is the only site available and capable of serving the purposes of the proposed
Project when taking into consideration costs, logistics, and existing methods for
development.
The Project as planned avoids impacts on natural resources completely.
Avoidance of impacts on wetlands was also a central effort in the many
considerations of land planning. The roads, utility corridors, and other
developmental aspects of the proposed project were all planned after the
wetlands were thoroughly investigated. The project includes bridges which are a
substantial economic commitment to avoiding impacts to the 86 acres of wetland
on-site. All environmental and regulatory requirements will been met or
exceeded in the development of the proposed Project.
Storm water handling will be handled by completing plans and design which
carefully follow state and federal guidelines. The projects planned storm water
handling methods provide substantial flexibility. The project is consistent with
"low density" guidelines for land development but because of the substantial
amount of ponds included in project plans, "wet detention" can be provided which
likely will exceed typical pre-development hydraulic residence time requirements.
Other best management practices such as those below will also be incorporated
into plans for the high density pockets planned for the site. Submittals for these
high density pockets will be presented as a modification at a later date.
STORM WATER BEST MANAGEMENT PRACTICES (BMP)
1. Plans will provide for disconnected impervious areas where possible and
reasonable. Roof downspouts will be disconnected from streets and
culverts and runoff diverted over vegetated areas or infiltration systems
(for treatment).
2. Also, roadway runoff can be converted to sheet flow and directed to wet
detention and / or other best management practices.
3. Storm water controls will be designed to replicate and maintain the
• hydrographic condition at the site prior to the change in landscape and at
a minimum include provisions that satisfy minimum standards. In most
DCM-MP-1 Section 3.d -Construction Narrative
cases the post-development condition outfall rate and volume will be less
than the pre-development condition and therefore exceed requirements.
4. Grassed road side ditches will be used in place of curb and gutter. Check
dams, level spreaders, and other similar best management practices shall
be used to minimize the effect of storm water runoff outfalling from the
project tract. In areas where slopes exceed 5%, storm water collected in
piped conveyance systems shall be directed away from surface waters
and best management practices shall be employed at both the intake and
the outlet areas. Curbs and gutters may be used in combination with
sidewalks in areas to separate the pedestrian portion of a street-scape
from the automobile portion and will encourage greater pedestrian mobility
within the development.
5. No direct discharges of storm water to streams are planned for this
development. Effective energy dissipation at the pipe outlet shall be
accomplished to prevent scour of the area of any outfall. Stream, wetland
and other aquatic area habitat integrity will be maintained by ensuring that
storm water runoff is dispersed through a check dam, vegetated or
grassed buffer zone prior or other BMP prior to outfalling from the final
BMP in the "treatment train".
6. In addition, the use of trees-particularly evergreen species-can be used
as an effective component of an integrated storm water management plan
in an effort to reduce the amount of surface water runoff through site storm
water interception, transpiration, and other processes.
7. The groundwater table will be maintained through many mechanisms to
include distributing the infiltration basin groundwater to areas throughout
the site. Storm water ponds will be maintained with greater than minimum
detention and normal pool to aid in naturalizing ground water tables.
8. Strict attention will be provided to erosion and sedimentation control and
implemented for all construction. The development of these requirements
shall be fully coordinated with the Land Quality Section.

DCM-MP-1 Section 3.d -Construction Narrative
Form DCM-MP-2
0 EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project-
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Access
channel
(MLW) - (NWL)
• Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)

Length
Width Average
Existing
Depth Final
Project
Depth

65' 16' 3' 2.5'
1. EXCAVATION
b. Type of material to be excavated N/A
a. Amount of material to be excavated from below
MHW or NWL in cubic yards U
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? Yes X No
d. Highground excavation in cubic yards N/A
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim tide to disposal area?
N/A Yes N/A No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? N/A Yes N/A No
If yes, where?
0 Revised 03/95
Form DCM-MP-2
• e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
N/A Yes N/A No
f. Does the disposal include any area in the water?
N/A Yes N/A No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
N/A Bulkhead N/A Riprap
b. Length N/A
c. Average distance waterward of MHW or NWL
N/A
d. Maximum distance waterward of MHW or NWL
N/A
e. Shoreline erosion during preceding 12 months
N/A
. (Source of information)
f. Type of bulkhead or riprap material N/A
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
1. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No

If Yes,
(1) Amount of material to be placed in the
water Precast Concrete Boat Ramp (40'x16'r.5'-320CFl
(2) Dimensions of fill area 401x16'
(3) Purpose of fill Small Boat Ramp. Precast
concrete on Aluminum Rails.
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
If yes,
(1) Dimensions of fill area N/A
(2) Purpose of fill N/A
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? The fill material will be
non-erosive pre-cast concrete on aluminum rails.
Turbidity curtains will be placed during piling &
ramp installation.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Excavator
c. Will wetlands be crossed in transporting equipment
to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Mats & fabric will be
placed on wetlands during construction.
Summerhouse on Everett Bay
Applicant or oject Name/
Signature
- 2 Z' o(v
Date
Revised 03/95
Form DCM-MP-3
•
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposed (1) Club House, (1) WWTF,
(1) Community Post Box, (1) Viewing Dock w/Slips,
(1) Small Craft Ramp, (1) Viewing Shelter
b. Number of lots or parcels 1033 Residential Units
c. Density (give the number of residential units and the
units per acre) 1033 Residential Units
2.0 Units per Acre
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. -385 Acres
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? x Yes No
If yes, date submitted April 28, 2006
•
f. List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
Asphalt and Concrete
Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking.
Rooftops for Lots 187 & 188, Estimate 2,000 SF
h. Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review?
X Yes No
If yes, date submitted May 9, 2006
i. Describe proposed method of sewage disposal.
See attached Wastewater Treatment Facilities
Description in Section DCM-MP-1
Have the facilities described in Item i. above
received state or local approval? Application Filed
(Attach appropriate documentation)
k. Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
No surface runoff to waters of the State.
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.)
Public System - Onslow County Water and Sewer Authority
m. Will water be impounded?
If yes, how many acres? N/A
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? N/A
Applicant o roject Name
Signature
Date
Yes X No
Revised 03/95
Form DCM-MP-4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s)
(1) -Commercial X Community- Private
(2) Number 2 (Stump Sound) (Kings Creek)
(3) Length (Stump Sound 160LF) (Kings Creek 89LF)
(4) Width (Stump Sound 6FT) (Kings Creek 6FT)
(5) Finger Piers X Yes No
(i) Number 11
(ii) Length 30'
(iii) Width 4'
(6) Platform(s) X Yes No
(i) Number 2
(ii) Length 301
(iii) Width 4'
(7) Number of slips proposed 10 Day Slips (a? Stump Sound
(8) Proximity of structure to adjacent riparian
property lines 1000LF
(9) Width of water body (Stump Sound 427') (Kings Creek 731)
(10) Water depth at waterward end of pier at
MLW or NWL (Stump Sound 2.51) (Kings Creek 3')
b. Boathouse (including covered lifts)
(1) N/A Commercial N/A Private
(2) Length N/A
(3) Width N/A
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number N/A
(2) Length(s) N/A
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length N/A
(2) Average distance from MHW, NWL or
wetlands N/A
(3) Maximum distance beyond MHW, NWL or
wetlands N/A
e. Mooring buoys
(t) N/A Commercial Community -Private
M Number N/A
Description of buoy
(Color, inscription, size, anchor, etc.)
N/A
(4) Width of water body N/A
(5) Distance buoy(s) to be placed beyond
shoreline N/A
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) NIA Commercial -Community -Private
(2 Number NIA
(3? Length N/A
(4) Width N/A
g. Other (Give complete description)
2 Coered gazebos
1 @ Stump Sound 30' x 30'
1 @ Kings Creek 30' x 30'
Kings Creek gazebo is located outside of coastal
wetlands.
Summerhouse on Everett Bay
Applicant or oject Name
Signature
Date
0 Revised 03/95
Form DCM-MP-5
• BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major (4) Will all, or a part of, the existing culvert be
Permit, Form DCM-MP-1. Be sure to complete all removed? Explain) N/A
other sections of the Joint Application that relate to this
proposed project.
g. Length of proposed bridge Varies 200' to 50'
1. BRIDGES h. Width of proposed bridge 12' for Driveways
21' for Roads
a. Public Private X i. Height of proposed bridge above wetlands
4' to 10'
b. Type of bridge (construction material)
Timber Piling, Wood Beam Bents and Wood j. Will the proposed bridge affect existing water flow?
Decking Yes X No
If yes, explain N/A
c. Water body to be crossed by bridge
404 Wetlands
d. Water depth at the proposed crossing at MLW or
NWL N/A k. Navigation clearance underneath proposed bridge
N/A
e. Will proposed bridge replace an existing bridge?
Yes X No 1. Will the proposed bridge affect navigation by
If yes, reducing or increasing the existing navigable
(1) Length of existing bridge N/A opening? Yes X No
(2) Width of existing bridge N/A If yes, explain N/A
(3) Navigation clearance underneath existing
bridge N/A
(4) Will all, or a part of, the existing bridge be
removed? (Explain) N/A
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert N/A
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above
the MHW or NWL N/A
m. Will the proposed bridge cross wetlands containing
no navigable waters? X Yes No
If yes, explain 404 Wetlands with elevations higher
than mean high water
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.

Revised 03/95
`Form DCM-MP-S
j. Will the proposed culvert affect existing navigation
2. CULVERTS potential? Yes X No
If yes, explain N/A
a. Water body in which culvert is to be placed
N/A
b. Number of culverts Proposed N/A
c. Type of culvert (construction material, style) 3. EXCAVATION AND FILL
N/A
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
d. Will proposed culvert replace an existing bridge? Yes X No
Yes X No If yes,
If yes, (1) Length of area to be excavated N/A
(1) Length of existing bridge N/A (2) Width of area to be excavated N/A
(2) Width of existing bridge N/A 3) Depth of area to be excavated N/A
(3) Navigation clearance underneath existing ?4) Amount of material to be excavated in cubic
bridge N/A yards N/A
(4) Will all, or a put of, the existing bridge be
removed? (Explain) N/A b. Will the placement of the proposed bridge or culvert
require any excavation within: _ Yes X No
-Coastal Wetlands _ S AV s -Other Wetlands
If yes,
e. Will proposed culvert replace an existing culvert? (1) Length of area to be excavated N/A
Yes X No (2) Width of area to be excavated N/A
If yes, (3) Amount of material to be excavated in cubic
(1) Length of existing culvert N/A yards No
(2) Width of existing culvert N/A
(3) Height of the top of the existing culvert above c. Will the placement of the proposed bridge or culvert
the MHW or NWL N/A require any highground excavation?
(4) Will all, or a part of, the existing culvert be X Yes No
removed? (Explain) N/A If Yes,
(1) Length of area to be excavated 30' Each Side
(2) Width of am to be excavated 4'
(3) Amount of material to be. excavated in cubic
f. Length of proposed culvert N/A yards 4CY/13 Bridges = 52CY
g. Width of proposed culvert N/A
h. Height of the top of the proposed culvert above the
MHW or NWL N/A
i. Will the proposed culvert affect ousting water tiow?
Yes X No
If yes, explain N/A
•
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal am
Approach to bridge bents
(2) Dimensions of spoil disposal an
Spoil will be incorporated in road bed
(3) Do you claim title to the disposal am?
X Yes No
If no, attach a letter granting permission from
the owner.
Revised 03/95
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ONE OF THE 1033 PHASE I PROPOSED LOTS TO BE DESIGNATED A S COMMON
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m o t,CUII'1 Q~ TOTAL HOUSING UNITS 625 UNITS CONTROL OF THE HOME OWNER ASSOCIATION. J
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7. POCKET OF HIGH DENSITY-STORM WATER CONTROLS ~ @ TOTAL ACRAGE 232.17 AC = ~ 10' WIDE TRAIL 8,895 LF
TO BE ENGINEERED AT A LATER DATE. m• ~0 0 TOTAL HOUSING UNITS 408 UNITS 8 T T ~ m'
GROSS DENSITY 1.76 UNITS/ACRE 0 AL ACRES: 515 ACRES ~ APPROX. 575 0 ~ ih ,~o TOTAL 404 WETLAN C~~ c~ m DS 86 ACRES ORW LINE ~ ao ~ • ORW LINE ¦ ¦ ¦ ¦ ¦ BOARDWALK 1,000 LF
PERCENT OF 404 WETLANDS: 5.98% ~ 4~ ~ PHASE I & II TOTAL o
TOTAL ACRAGE 515.13 AC
TOTAL HOUSING UNITS 1033 UNITS S WIDE SIDEWALK 35,670 LF PROJECT NO: CE-335
GROSS DENSITY 2.00 UNITS ACRE SURVEY NOTES: PROHIBITEDSHELLFISHINGBOUNDAFlV ~p~ / DATE: 06/27/06
~ (M' 1. NGVD 88 • ~ PRIVATE OPEN SPACE 85.42 AC AND NAD 83 ~ 8' WIDE SIDEWALK 985 LF SURVEYED BY: B. HARRELL
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DRAWN BY: S. BAKER
APPROVED BY: C. HUDDLE
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REFERENCE MAP N.T.s W W Q
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V1 =
PROJECT NO: CE-335
DATE: 05/08/06
SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
APPROVED BY: C. HUDDLE
SCALE: 1" = 100'
DRAWING NO.:
SHEET 18 OF 34
G-8

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~ DRAINAGE AREA FOI 41NAGE AREA FOR
SPICER LAKE 141.11 ACRES SPICER LAKE DRA AGE AREA FOR 141.11 ACRES PA TED LADY
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PROJECT NO: 35
SE 2 E. 05/08/06 . P
P. v SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
" . CHECKED BY C HUDDLE
APPROVED BY:
C. HUDDLE SCALE = 250'
DRAWING NO.:
~ SHEET 19 OF 34
a G- 0 9

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2 F0~ ~
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L::_:_;:: 404 WETLANDS
PROJECT NO: CE-335
DATE: 06/27/06
SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
K- CHECKED BY: C. HUDDLE
APPROVED BY: J. HUDDLE
SCALE: 1 400'
0 1" 2" 3" 4" DRAWING NO.:
SHEET 20 OF 34
SCALE: 1 400'
PP-1

D
W
O ~Q d
i Q

W
~ a O 0

O
O D
/ \ 5 6 7 4 9,910 of 8,838 of z
9,383 of 9,721 of / 3 8
9,843 of 10,103 of i ~ Z _O ~
2 9 , 9800 of 9,539 of (~-1 ~ W
10 V a ~ U
10,J33 of 10,187 of , p (n D 8 W
11 0 10.356 of / \ ''V 0
4
~ 12 15,810 N
a
G ~ _ \ ~ Q
, , SI~~IM ~
a E
T . i ~ ~ ~ ~ ~ 14,379 of
389 ~ 388 ~ ~ o o ~ ~ 7,214 7,227 a 387 ~ ` .
7,174 of 386 \ 0
7,n4 ar ~ 0 14 385 REFERENCE MAP N.T.s z
7,521 of 9,099 of 847 ~ y ° ~
846 10,018 of 0
845 10,672 N 848 ~ rw~' i~ G 9,880 of 10,603 e1 _
844 12aes of ~ o ~ 9558 of 8,784ef ~ ~ 6 ~ 384 '
843 ~~~~-~~-''~J~~ 7,222 of
842 9,590 of ~ 9,928 of ~ / i o 383 , ~ b 7,156 N 16
\ ~ 9,015 of 841 ~ /
10,272 of ~ ~ .
40 985 382 680 of 8,846 of f ~ 7,007 ei 1 ~
~ 985 f l ~ ~
4 9,348 e / ~ 'I ~ ~ 1 / V
987 381 9,552 of 850 ~ ~ ~ I 7,422 of A I r 1 98 of \J a 2 18
P ~ 6 ,825 N 1. 988
a Il 12,507 of \ . \ a y 380
~ 538 7,65a N y a 989 \ 851 / ~ 9,OS6 et
4 t< 18,999 of 984 ~ 10,192 of 9J06 of F 6,262 H J .
990 ~ ~ 379 ~ 18,821 N / / 7944 N \
a'6 . ~ ~ ~ 20 ~ o ~ 537 s,99a et 1 \ ~ . ~ ~ 9.808 of
G 0 I. .I v 8 948 e1 ~ . . 378 21
~ 8,085af 8,930ef J \
o ~ 982 536
0 ~ / P. ~ ~~a~ 9,410 of ~ ~ ~ ~ ~ ~ ~ C~ 10898 N 377 \ 9,031 N \ ~ 22 #2 ` &627 et TOTAL 404 WETLANDS
. ~ 9e1 ~ PG 002 -APPROX. 6.05 ACRES
G 9,065 et ~ 376 . . ~ ~ 9,134 e ~ 23 '3
535 \ 0 9980 ~ 12,427 at 390 371 6,828 of to of
a I 7,49s of s o2i5 372 essz 1 \ /
979 374 373 7,465 . ~ ~ 8,527 of 8,875 a 37 ~ 1 . ~ 9,371 at 534 391 7,96 ~ 24
1 852 12,383 of 8,527 of A,795 of A,795 of
1. 978 15,072 of 0 13,344 of . ~1 ~ W
a 853 392 369 \ 1ose1 of 1 533 s,121 of 7,mz of 25 \ 13,340 of 9,023 of W~N~ 25 9,023 of 10.228 e< 27 ~ ~ l V
~y, \ '4~. 9,788 of \
o ~ \ 854 11,487 of ~ ~ 73 B ~ 368 ~0 977 532 6,92A of
0,284 ai \ \ 12,811 of 10,?60 ei ~ `J N
855 ~ 394 . ~ 7,138 of 29 ~ W z ' 10,824 ai W .
976 ; u,3es of 367 9,026 N \ i.'~ . 7,053 of . 531
13,096 of J 395 3o Q ~ z ~
975 7.046 at 8,373 ar ~ ~ 366 ~ 9,29J of • \ DAN
856 7,237 d 540 ~ W
19,165 e} ~ ~ ~ ~ ~ 530 13,021 of 1 396 a,06z of ~ 31 O m N ~ 9,070 of ~ O
974 W 529 ,754 of 365 5~ 7,953 of ~y . 12,474 N 539 541 ~ 10,801 M 9,473 of ~ l•1
7,038 of 10,81 i 857 32 LL
12,215 N 528 397 973 9,588 9(
7,777 N ~ ~ ~ ~ ~ 13,27) of 8,988 of 364 ' ~ / T,503 of 542 ` z 8,891 of \
565 t 858 8,429 i 565 33 8,429 of 9,284 of
Z 1a,za3 of ! 398 972 ~ ~ ' 527 6,933 et 363 7,433 ai 543
~ 12,302 of 7,443 N . 8,548 of 34
` 399 971 ~ 6,998 N 56 9,os5 of 564 544
859 ~ I 362 7,582 N 15,449 of - ~ ~ ~ ~ ~ ~ - ~ I_ \ 7,544 et 8,078 8,078 of 8,826 ei
526 400 . - ~ 7,355 of 7,228 of ~ 35 ~ 9,082 of /
970 ANDE 7 438 N , 545 ~ Z J
860 ~ 401 361 7,417 of ~ 7,997 of 16,160 of 852 sf 9,289 of
~ PARK ~ I ~ N~ ~ u 9,668 of ~ J
969 ~.J ~ ~ rases sr V U 402 ~ ,
7,040 of ~ ~ ~ - y 7,606 of 360 ~ 552 & 47 ~ W Q ~ 9,061 of 37 Q
68 861 ` ~ 7,666 of 17,210 of 1 of - - 403 °A 9,093 of ~ m U L.L
524 ~ 9,248 of / 359 ~ - ~ ~ ~ ~ ~ ~ ~ 2 144 of ~ ~ / 7408 of ` 561 9,310 of \
-V' / \ 9,533 of \ 38 2 0 9,920 of
t S6i at ~ ~ ~ ~ 404 523 518 \ e,9n ar f>.is0$ f
21,975 ei 12,862 of ~ ~ ~ I . ~ / V O o ~ 560 548 ~ \ 8,951 8,970 at of 39 I 1 r.~
863 ~ ~ 13,805 of - - ~ ~ ~ ~ 519 522 1J,1oo of 357 L BUTT IL R UVTF 9,373 of z I I
- ~ ---~.J 18,249 of 520 ~ ~ / 9,904 of Q PARK 559 549 \ n~r/ LLI
864 521 14,35) of PARK 11,796 of ~ - ~ ~ ~ ~ ~ ~ 17,314 of _ r. 9 405 9,344 of 8,977 of 40 I__L I , 1 Q \ V 9,888 of
11~s65 r / e,01e of / ~ 356 9,978 of , 6a ! - - . 558 550 \ W 9,884 M 8,649 of 41
351 \ 9,783 of 9,209 of
~ ~ ~ 406 ~ 8,556 of 557 551 W
355 352 - ~ 1oso4 ar 350 9,225 of 10,2e4 of 42 J 352 6,353 of
. 353 fi,0oe of 354 407 B,J51 of 353 8,008 of 10,45 of J
7,520 of 9,430 ~ 8,351 of 349 \ 556 ' n 8,759 of 9,413 of = V 1
517 . _ ~ - _ 17,636 of
~ ~ ~ . 408 \ 552 43 72 58f\ 555 10,736 of 11,808 of 8,312 of 553
~ 7,506 of J 8.142 of 4
516 409 347 44 \ 554 ns of 7,382 of \ 9,807 of
~ ~ ~ ~ 14,956 of 6,965 of l - . \ \ 45
346 10,588 of PROJECT NO: CE-335
~ 410 515 s,941 of 7,265 of
12,871 of \ 46 DATE: 06/27/06 345
7,194 of 568 569 9'759 of SURVEYED BY: B. HARRELL 8,409 of 7,645 of 570 DRAWN BY: S. BAKER
~ 411 514 7,163 of 344 567 7,372 of \
n,m of 7,13o of 9'478 of 9,55M of \ 47 CHECKED BY: C. HUDDLE 571
412 566 7,756 of \ APPROVED BY: J. HUDDLE 9,927 of \ 48
6,938 of 513 343 SCALE: 1" = 100' 7,067 of 572 \ 10,526 of
11,486 of 413 8.746 of DRAWING NO.:
~ 7,588 ei 414 \ 49 SHEET 21 OF 34
512 ~ 7sm sf 415 12,857 sf 7,598 of 342 620 573 \ 9,826 of 7,073 of 9,110 of 8,516 of
~ 416 511 9,167 of \ 5
,2,025 of ~ E E H E E T s9nlaf 574 \ 9,887of FP0 -2 619 9,398 of

D
W 1
9,920 of O d
548 ~ d Q
/ T 8,951 et E E E 358 0 39 6,210 of 1?^~ 8,9 0 of 9,373 of 39 1,373 of
p 404 r~~W~ W Q
518 a,Bn ar ~ ~ 549 ,2,ae2 of ARL BUTT 357 559 f~9n er 40 40 ~
/ ~ \ . 9,904 of ~ PARK ; 9,344 of ~ 9,888 e! 9,868 of
15w~af ~ ~ ~ ~ ~
18248 of 520 ~ - - ~ 550 521 14'353 of 356 ~ 558 9,849 of 41 41 8,763 of
11314 of / ~ ~ ~ ~ 9,664 of 8,763 i 9 405 0 B,97a e< B 018 of
351 ~d ~ 9,209 aF 551 42
. i' S267ef 10,284 of ~ ~ ~ 9,2 ~ ~ 10,455 of
406 350 ~ ~ 355 352 6,3s3 ar e,s5e of 1o,eo4 ar s,00e ar z
354 3a of 349 ~ 9i13~ t . 9,430 of 4 ,
6,759 of 552 / 407 43 Z ~ 11,808 of ~
~ 7s2o ar 348 ~ 555 10,736 el ~,.J ~ 7,255 of ~ &J12 of F-- W 0-
~ 553 . 517 8,142 of 17,936 of 44 ~ 11,253 of U
408 \ 554 t~ ~ . 7,soa of 7 ~a27at \ s,eo7 of !n
45 p 10,588 of
409 346 . ~ ~ 516 ~ 6,985 of 7,286 a} y
14,958 of 46 9,759 of
345 68 569 569
410 7,194 of 85409 of 7,645 of a 1,64s ar 570
515 6,841 of 567 ~ 12,en at 344 9,478 of 7,372 of \ 47 \ 9,558 of
7,130 of 571 7,758 of
411 566 l 7,183 of 9,927 of 48 `V 10,526 of
514 n,m of 343 572 v 8,146 ei Q
7,ae7 of 412 \ Z \ 49
6,938 of 513 ~ 9,828 of 573
11,466 of 342 620 413 7,073 of 9,110 et 8,518 of \
~ 7,588 aF \ 414 \ 50
512 ~ 7,501 et 415 12,957 of 7,596 ai 341 574 ~ 9,ee1 a1 9,398 of
6,977 of 416 619 51
9,187 of ~ A,478 el 575 9,907 of
511 ~ _ 1z,o2s st \ 417 340 9,031 of 52
\r' 8,319 of 7,J84 of 61 8 9,899 of
f 9,777 of 510 \ 418 576 9,328 ei
11,837 of ~ a,z35 of 339 ~ 7,443 d 53 V 10,010 of
617 577 9,221 of
` 419 e,eaa e1 ` e,36s at 338
509 7,428 of 12,800 of 54 578 9,s11 or
R N 616 D 9,187 of
!1 420 8,794 et 337 8,841 of 8,214 of 55 ~ 10,348 of
508 e< K 054 R A P 579 9,183 sf
421 336 615 56
8,188 et 7.816 of 8,449 of r 10,186 of 580
5v~ - - 12,294 of 9,024 of ~
422 335 8,2BA of 7'9~ °f 614 ~ 57 ~ 10,098 er
506 8559 el 581 \ 9,175 of A
12,557 of \ 423 334 ` 58
7,908 of 8,367 al ~ 10,332 of 582 \
505 613 12,440 et 9,283 of 8,494 M ~ ~ 59
424 333 7,813 of 8,04J of 11,009 of
504 13,169 of 583 ~v 8,123 of \
612 ` 60
425 332 e,e7e ar 503 &319 of 7,848 of 14,514 of ` 11,320 of ~ ~ (1 584 ~LJ
8,828 e< ~ rVl ~ ~l
331 611 426 61
8,195 rf 9091 rf 7,963 of 502 14,771 ai %il1 585 n,efiz ar l`111 Ln N 8,593 sf ~ _ 1
l/~ 330 ~ ~ 610 Z ~ N
427 7,569 et \ r>,n4 d ~ 7,S1J d 62 \ 11,383 of ~ ~ U N
609 501 ~ 329 9a3o ff 586 &284 ai \ ~ ~ z `
~ 14,178 ei 7,988 of m 428
~ ~ 7,s4o ar 328 608 608 63 \ ~ Q ^
&263 of 8,991 of 500 8.891 rf 587 12,iB8 of \ 8,198 of ` / ~ C
30.281 at 429 327 . ~ ~ 7,831 of 8,214 of ~ 11 .I O I1~ Ln
607 607 64
.`-..T..~^~. 7,409 of 9,727 of ~ ~ 430 9,727 of 12,046 of ~ ~ . O 0 O W ~ Sea ` v
. _ ~ ~ 7,020 of ~I \ 8,235 of ' ! ~ o ~ I
iI I ~ ~ £ 606 ° 65 0~ ~ I W ~ ~ 9,598 of ~ 11,884 of
KNEE WALL I - 431 7,364 of ` 589 n 66 z
I ~ ` (SEE DETAIL ON D-1) I m 8,422 of 10,585 of ~ 1
I 325 ~ ~ . I 1 432 7,3v ar ~ 605 1 l1 ~ 10,027 of 1J ~
~ 7,831 et 590 67 \ W
I 8,747 of 12,594 of
I 324 499 7,1ee of zane of 433 324 W 7,168 of ~ 04e1 PS l
7,973 of 591 ~ / ~ 8,681 ar ~ 68
323 8,900 of 323 ~ ~ ~ 1s,o47 ~ Q e,9ao of 603 "/;Q I . ~ Z
498 434 9,132 of 1
12,360 of 7,307 et 322 592 ~ ~ ~ ~ J e,as er e: 322 41 z
6,911 of fi,en ar ~ ~ v~ 69 ~ a O H
435 497 7,w4 at 602 f 7lJ 12,325 of aca--o~ . 9,039 e<
11,238 of 321 6,994 eT 321 ~ e,a a.f 70 ° d 6,984 eT . ~ ~ ~ ~ ~ ~
436 7,108 of 72 10,908 of 73 12,126 of
496 320 11,138 of 71 ~ ~ O 601 594 n,no ar J/
D 10,595 of 4 7,760 of T E W 4 L 437 A T T 320 9,827 of 9,371 e< rcr J~ ~ 7,760 of / O
7,023 e<
nr_ nn ~ _ o pPR nX . 2.27 ACRES /'1
rV VVd r. 495 319 600 9,308, 8,r70 e596
11,328 of 438 7,780 of 8,151 of 9,282 of 599 598 e6977of 8,604 or j 84 Q i 9,663 a
8,758 of 8,602 of L.~._
439 318 494 ~ 8,704 et 8,325 of 318 \ 8,325 of 75 83
11,418 of 440 7,o1t a< 441 RAE 7,999 of 9,174 of LL]
~7+ 7,ssz °f 442 - I 82 cy-, LAKE 317 ? t 6,e3o of
N . 1 . S 493 7,709 of a 5i97er 1ao3s ar 443 f>,oes er 8,549 of 76 81
444 9,509 of LL]
492 e,43e of 316 11,548 of 8,911 of 295 294 9,212 of 316 296 9,820 of 10,096 of 80 8,911 of 298 297 9,259 of 9,574 of 0
445 8,751 299 9.297 of 9,197 er 8,983 83 of / J
~ 491 9,624 of 78 79 283 9,318 of 10,596 of 10,011 of
11,719 ei 315 fssa ar 315 8,518 of 293
446 300 9,819 at 284 14,775 of 9,885 of
A~'1 7,729 of 490 ~,J 314 314"~..'
9,028 of 7,733 of 447 7,733 of 292 285 9,739 M 10,704 of
7,326 of 291
313 489 7,455 el 313 9,167 of 286 PROJECT NO: CE-335 7,455 of 10,742 of
ease ,f 448 8,253 of 10.737 0' 10580 of DATE: 06/27/06
0 3 312 120,375 af 113238of SURVEYED BY: B. HARRELL
8 ~ 7,7; 7,734 of DRAWN BY: S. BAKER
488 ~ 449 O 7 821 of 9,322 of
311 CHECKED BY: C. HUDDLE 7,600 of APPROVED BY: J. HUDDLE
450 487 7,e7s of SCALE: 1 100'
10,104 of 7,146 5of DRAWING NO.:
V
451 0 114828 al ~ 7,994 of 791 SHEET 22 OF 34 9,463 of
309 7,308 of 792
485 452 9,124 of -3
14,481 of ~ - 8,542 sf FP 308 7,251 of 9,324 et
484
14,809 of 453 7,987 of
483 5 T E E H of E E 18,2 9

8
~
p ~ \ I 65 ~ 11,684 of I
589 8,422 of a 66 . D
loses of 1 . W
1 1. . O ~ ~
eia~r 67 % d.
12,594 of ~ . . Q
PS ~ 591 #3 ~ w
8,881 of ~ I O ~ a O ~
68 .;1 15,047 I
f 592 ! .
9,419 et r
J a ~t.._.._..~: . v HO 69 a -
593 12,325 at .ca- B,B78 of ~ O O D
70 o v
72 10,908 at / . \ 73 594 11,138 et 12,126 M 71 \ . . z
9,377 of 11,110 of ~ rcer
I . Z ~ _O ~
ar 74 ~ 87 1088 ar 89 ~ ea3e ar / 86 9,997 of ~ W
1 ~ 10,414 of 10,130 of 90 85 9,526 of v ~ ~ U
i J ~ ~ ~ 10,022 of 91 D 0
84 9,188 of g2 . 9,484 of 1 ' ~ 9,863 el .
75 7,999 d 93
83 9,174 of - 9,469 of
82 94
76 aa3o ar 9,179 of 9,509 of 279 '
5 294 81 280 1,988 ai 278 95 10,098 a< 9,212 ei 8,431 of 7,732 of
~ 281 277 ~ 9,183 of 77 80 ~ 9,349 of 9,709 of ~ ~ ~
8,983 ai 9,574 sf 282 ~ .
9 . ~ 9,916 et \ g 78 79 9,437 of 293 9,31a of tos96 er 283
9,819 of 70,011 e< z
284 ~ 97 REFERENCE MAP N.T.s °
2 2 9,885 of 9 ~9 ~ 9,189 of 9 9,739 of
_ 285 7Dao4 at 276 '
291 11,713 at 275 98 9,187 of 785
8021 f 7,988 of ` 9,848 of 286 e 290 10,742 of
10,717 of 287 2 10,580 at 786 783 89 288 6,844 of 9,465 ~ 274
10,375 of 11,323 at 7,767 of 99 9,824 of
787 782 8,762 of 9,708 of
273 ~
788 7,176 ar 10G 8,780 of 7 8,560 of 81 TOTAL 404 WETLANDS
9,184 M 789 PG 004 -APPROX. 12.93 ACRES
e,eBO ar 78 0
790 ~ 8,847 et 101 8,912 of , ~ 272
&720 of 10,317 of 791 ~ ~ 779
9,483 of 8,800 of ~
778 ~ 792 8,555 of 102 9,124 ai 271 10,BSJ of
777 10,451 of
793 9,,52 of ~ I . . 9,J24 d 776 112 SOet 1
e,e9a of 269 103 ~
10,281 of 11,939 of 104 ' 794 268 9,505 of 8,987 of 775 10 D70 of
1o,65z ar 267 105 1
795 9,341 of 11,030 et \ ' 774 ; of 11,042 of '
266 _ . 106
9,575 of ~ 74,623 ei O 796 773
9,BOJ of 12,428 of ~ ~ O 265
9,es2 of 114 1 772 9,544 of `
797 1zs24 ar 1 W &714 of 107 14,35T of
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880 ;t 7 36i et j(E DETAIL ON ~ E5 W. LL o \a W
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/ 14,373 of \ ~ 126 `~..-1 \ 2 148 6,828 of
9,888 of ~ \ +I. ~ I \ \ 136 m W Q
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(SEED IL 0 -1) \ \ 135 29,ew at ` 9,265 of ~ 722 ce U
. i n,ooa ar 256 ~ W } Z)
. e,941 of 150 . 9,136 of ~ 128 . ~ J
723 V . 134 ' 31,709 of 9,746 of / n,4n of 255 ~
720 8,954 of.~ . 13,931 of 151 O uI _ (n
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r
0 726 253 19857 sf 718 8,963 of 153 ~ i~.. .
r - - _ 634 9426 of \ ~ \ \ 727 \ 8,265 of ~ ~ ' / 20,002 of ~ 10,790 of .J PROJECT NO: CE 335
,I 633 ` . 728 252 ~
19821 of ~ 635 ea6o ar 717 9,2sz ar ~ . ' ~ 154 ~ . \ 9,634 of ~ 10,163 ei \ 8 ,864 of \ . DATE: 06/27/06
729 ll 636 ~ - . ~ SURVEYED BY: B. HARRELL
n,921 ar ~ 1o,3n of ~ 251 \ ~ . 632 ! . a, . 9,908 of 4517 of KNEE WALL . I ~ . . DRAWN BY: S. BAKER
730 ~ 637 \ 155 CHECKED BY: C. HUDDLE
17,z11 of 1o,3s1 of ~ l ~ (SEE DETAILON 0- ~ fl,z53 of _ 638 \ 631 \ \ 250 . APPROVED BY: J. HUDDLE
9,838 of ~ 9.270 e1 \ ~ ~ \ 8,781 of 156 . SCALE: 1 " = 100'
17592 of 639 \ 10,731 ar loeeo of 158 ~ . 1 ~ D,w1 of ~ 11,074 of DRAWING NO.:
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' . , , 640 14,788 of . y q \ 629 ~ ~
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T ~ ~ 18 ou8er 1. . J 729 ~j~~ ~ 636 ~J
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PG 005 - APPR OX. 12.40 ACR ES 747 / 730 vvv 637 z
17,211 a< '~i 10,387 of 12,829 M ~ r 638
824 loan ar ~ 824 ~ j ~ 731 9,6J6 et 1,711 of J
~d6 / ~1,^.. • ' 2114 of ~ - ~ 17,592 of 639
823 10,OJ1 of 823 J\/ /1 / /
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KNEE WALL ~ 8,738 e< ~
~ (SEE DETAIL 0 - N D 1 D ~ ` ~ . ~ 692 ~ ~ ~ l/ 1 O v l s,7es al 646 ~
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1; t3,ees ~ 657 ~ ~ PROJECT N0: CE-335 a,o71 ar ~ ( 644 ~ 1s,
0 689 ~ ts,e3a of j DATE: 06/27/06 7,598 ei
9 1 702 SURVEYED BY: B. HARRELL
~ I / 643 ~ 0,350 of 816 1. 658 tta,4 ar e,7s7 ar ~ 22,3x5 1 ' DRAWN BY: S. BAKER
a~. / 768 of ~ \ I o r 701 CHECKED BY: C. HUDDLE
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817 ~ za72af ~ ~ e/ APPROVED BY: J. HUDDLE • 11,159 er 687 ~
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660 ~ / DRAWING NO.:
818 i I 686 e,72s at I . . \ . s,on ar ~ 699 'SHEET 24 OF 34 s,ozo
~ ~ ~ ~ ~ ~ ~ &352 of o 1. 661 v C 698
10,748 e1 685 7,93e at \o
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of . ,
5 720
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14,445 of 19,502 of \ j \ ' \ 9,704 of 28,311 of - ~ ~ ~ ~ ~ ~ W
750 / a 725 e~6179f 18,352 et 254 130 ~ e,2es et 152 14,988 at J ~
14,179 ei ` 9,077 of 132 131 / 2 9,800 of 11,763 of d ~ ~
827 726 12.355 of ~ a 19,857 of ~ 7 253 Q
E 18 V 634 749 l \ 727 a 8,428 of &983 of \ 153 r ~;1 ~ . . 9a85 of f ~
\ ~ ~ 20,002 of . ` 10,790 of 11,818 e< \
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\ 8,884 of . _
748 729 G 636 ~ 18,014 of 17,927 of 'V 10,371 of ~ 632 ll i ~ ~ 251 \ . .
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747 17,211 of , s of ~ ~ l (SEE DETAIL ~E DETAIL 0{V D- n,253 of 0
12,629 of ~ 638 631 \ . 9,878 of 9,270 of \ ~ 2 5 0 ~ . \ 8,781 of 156
a24 ~ i 731 l.. ~ 10,711 ar ~ 7 _ . J ns9z ar 639 ~ ~ ' 10,737 of 157 10,880 of 15a z
~ 12,1 46ef r.. ~ 10,031 of i . 6~. . 630 a ~ ~ ~ ~ ~ ~ ~ ~ 11,074 of ~ ~ ~ . 0
V . ~ 732 7,921 at 823 ~ 745 a 1s,7o9 of ~ 716 716 ~ G L E D ,21~L7et Z
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744 / 733 629 ~ PARK ~
11,289 at I 19,632 of ~ 7,579 at ' I / ~ . ~ 715 ° 161 ~
- _ \ I 10,487 of 743 / ~ . ` 641 ° 715 / 27dBi of W 10,487 of 0 ~
' ,0,743 ei ~ ~ ~ 6,966 of ~ n. ~ . ~ ' r 233 ~ 6,658 et 162 .
a . ) B,oee of , 249 \ 24,890 of
a ~ 734 ~ l . a 13,s27 ar 6 651 714 714 ~ ~
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13 tto r 742 1 8 1L15e ar . a a,1o9 ar 73 735 23,709 a ~ 17,571 of ~ 6 i ~ / j 8 16,174 of ~ a 739 n,672 of 12.089 of ~ 1 248 234 163 ~ 1 8,498 of 12,334 of 30,242 of
1~~1 a n,o7s er . / 650 624 ~ a o . / ? 8,425 of 13,143 of ~ 9,9 S et 713 713 ~ 1
G ~ ( 740 E AC ? 10,575 of ? \ o ~ a a \ 8,944 ar E AiL -1) ? ~ a 10,575 of ~ \ ~ ' 1 231
? / \ a 741 623 ? 1 649 ~ 1 ? ~ Bazs et ~ ~ 247 235 164 8,375 of 9,140 H 25,751 of
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1a,72e er ~ 1 812 ~ ~ ` 710 j j 246 eae7 of . 7 r 8,452 of 8,748a 1
~ ~ 622 ~ : ~ ~ 711 11,857 of KN ,E..WACL 648 i ~ 9,226 of 9,002 of 12,516 of I . 11,066 of rf L
~ 653 ~ ~ ~ . 166 ~ ~ 229 7,032 ar .
o ~ J . ea2e ar ~ ~ ~ 709 813 ~ . I. ~ 621 s,6eo of 0,982 of ~ ~ ~ ~ ~ 6 18,001 ' ~ 9,077 of ~
~ ~ 647 \ 693 i 9,098 ei I _ ~ \ . 12,889 of 654 ~ ai446 ~ 237 / ' \ . . 7,598 of \ ~J 165 \
.~J ~ 8,739 ai ~ ~ I ~j' .
M ~ - y • I 228 7,687 \ ~ ~ ~ ~ 32,753 of ~ , . J ~ CGL 9,285 et i~ ~ a,xe a' 238
- 9. e' : ~k , y,.,1 N :JCL JL i~-11~ ITV U-I/ ~ ~ ~ 655 r ~ e,987 of , 10,403 of 7sze e1 168 1. ~,.`J ; ,
. h/ 8,803 of 81 ~ ( ~ ~ 7,771 at ~ 1 227 ~ ~ . 243
1 1 691 ? 706 ~ 707 m ~ ~ ~ ~ ~ 9,655 of ~ ! ~ 705 5,727 of 8,550 of a ` 8,107 of 8,989 of , 239 \ 169 ~
J 656 1 645 ~ 704 7,eso ar as ~ ~ &340 0< , ~ 10.965 eT . 8,081 of ~ 7,826 of 11,978 of ~ ~ ~ '
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. 8,181 of ~ ~ ~ 703 815 657 ~ ~ ~ ~ J 15,003 of ~ 10,883 of Q . ~ 240 ~ . .
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. 689 ~ 1. 702 > 7,598 of ~ 225 \ ~ 13,068 H f
. I / 0,350 tF 658 ~ ` . v 643 1 ~ 22,365 241 c ~ 8,433 of ~ V .
81 6 8,757 at ? .I . 11,844 of / ( 701 224 ~ ~ ~ ~ 174 14ioi of ~
/ 688 ? ` a 7,391 d .I 6 8,903 of ' ~ ~ 11,084 of 19,298 of 172 \
659 \ / ' ~ ~ 7,972 eT ? , ~ 6 / \ 17,031 e ~ 175 to o 1 19,939 of
817 687 ? \ ~ ~ 700 11,159 of &059 of ~ 7,818 of N. . ~ 176 ~ ` 177 20,814 of .
. 660 ? ~ ' ' 178 3,088 et 4,048 of
8,728 of ~ ~ / ~ ~ ~ ' I. 223 ...-....._r- , . ~ ,J 'J1 &246 of ° 179 ~
818 : ( 686 ~ . 699 9 020 9,017 of ~ ' ~ ~ ~ ~ 8,352 ai 222 4229 e/ a ease er 180 .
n 661 ~ . 698 110,749 of ~ 7,938 of a 7,; 221 181 6,485 H 7,J07 of 28,371 ~ .
685 a 7s42s~ f 1 819 I 7,598 et / 219 220 ~ 7,545 of
,289 of ~ : 697 , 11,599 si / PS 7,197 of 662 '19 .V. 29890 a 32 a 93 of 184 \ j 'w /
I 21 a ~ 11302 f #5 8 . / e a \J ~ ar 7,070 of ,147 of \ v, VJ ~
~ 684 . / ~ 217 820 9,584 of ~ ,813 of
78,308 of 663 18,DBsef ~ 216 . 621 ' 14,165 of ~ ` 7,890 et W~~
26,n4 ai 0 683 j ~ 215 / . 7 f ~ O ,191 of
. ~ ,800 e "1 ~ ~ . . 188 ~ ~
. ~ PS n aa o 695 n ~ 21 664 ? 10,990 ar 11,786 ~ ~ . ~ 1s,eo7 ar ( d 694 ~ / 4.311 ,879 s.f. .
' 682 #4 ~ '.l/ ~ , 9,835 of p 213 C . ,n ; I 8,802 of . /',.J ~ ~ G' 9,955 of.~. ~ . \ ~ u • 1 } ~ . w SUN
• \ ~ 9,034 / \ 665 ~ . \ . 1 sos a ~ W W z ~
681 19,332 of \ ~ . / 8,625 of \ ~ \ 212 ~ \
/ / 11,036 ar ` 19 ~ I ~ 9999 ,T
KNE 1 aasf I . I \i''• 68 15,019 of I. . ti / Q \ 0 . 39,905 ` ' . .
~ e,1sa ar , . ~ (SEE DET 1. 211 . ~ 186 ~ ~ W
. 4 a 667 . . ^ ~N 13,199 of 191 l' 79 EE WALL 33 e / . 8,587 ar 13,ao9 ar ~1 : ~ SEE rSo J . 187 a esa H m
~ \ 668 1... ( DETAIL ON D-1 192 J 3,644 1 B6 s O l V
28,387 of / . ~ . . 193 a a 1,444 ~ 67 a 194 sz9 a ,ez1 1a 2 .f
1 7,927 of 66 / 210 1a,7o2 a ~ . . ! 9 ~ 15.599 sl „ a 2 _ _ ' ~ Q~~ V W
0 7 28,180 of ~ 3,573 sf. r 195 . . 6 . I a ~J ~ ~ 18,928 of . 677 20,939 \ / . Z
3,126 s.f. 28 of a i 09.. HTIf~GAL S a . a ~1 00
a / i 1,089 of ~ i8, 8 a 2,406 sJ. ~ . _ / , V I r--~~1 i .
~ ---KNEE WALL r ~s safes CT. r
1 6 , 32 \ u 0 ? 723 I. 672 y . ° , so 5.r. 2 ?
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24,6 9 Q 197 ~ ~ o a n ,i 207 n Ana of 2108 a n 715 ~
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. / 3,069 sf. . ° / 2 . O J
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. 3,619 . ' O ~ 0
06 e® O O o 0
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. / 5,10 n O Z
. ~ n REFERENCE MAP N.T.S ~ W w Q
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. . . . . . . . . . . . . . . ~O D
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(O 2 (n
O PROJECT NO: CE-335
DATE: 06/27/06
SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
TOTAL 404 WETLANDS CHECKED BY: C. HUDDLE
PG 006 - APPROX. 39.13 ACRES APPROVED BY: J. HUDDLE
SCALE: 1 " = 100' D
DRAWING NO.:
SHEET 25 OF 34
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D I V A Y T 9,928 of
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840 / 10,880 of
839 . ~ ma15 ai 4
838
/ 9,787 ai ~ .I 837 ` P
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10,490 of
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1
. \ ~ . ~ / . 92 ~ 9,see 929 1 . ~ ~ ~ ` V N 9,x88 ar d 974
r \ 930
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. . . ~ / 970 ~ W 7,438 ar z
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ulib I I 57.129 of ~ L~ / ~ 967
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1 . . 1007 1 9 . \ _I
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. ~ 9322 i a~ n i ~ e O 864 W < c B TS 11,398 of
~ ~ ~ ? 940
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i;c''' ? &984 of / ? a O I-- 0
1008 ? 58,191 ? 91 942 ~ a 949 a n \ f- LL 949 a 962
. \ ? 3 8,821 of ,113 e . 8,619 of ) 948 ~
au/ ~ ? ~ sze ~ , a 94 a 8,355 of a .r ~aa \ LL1 870 \ L__L
. . KN E W . ? ~ 943 0 ~ A4L. ? 912 7,m et . ~ J. (SEE DETAIL ON Q-1.) ? 6,991 of f a W 11,519 of 8 961 950 7,741 of i 1 59 of \ / . W L.L
sEE ? wL7LaNo e,e45 of 951 I j b a W WErLAN
. / ~ . CROSSING a \ 952 a ` DETAIL &383 of 960 871 ~J .
a ? 911 ''C1 944 ~ . \ ? 8,807 of / 8,022 of ~ . i . ? . / 953 7,395 of 10.806 of / a a \ 4 ]
7,338 M s I V '75 LLJ
o ~ ? 910 'n 945 954 959 o J N -j 7,405 a 8,935 of 872 .I . 11,859 of
? es7e ar X am of 1, ~ ~ ?
% 1009 ~ ? so,12s of ~ ? 909 ~r RE O \ 955 Q 7.391 of 958
1 ~ 946 . , 8,453 of B,J38 of . O 956 957 671e of I J. O = 7,007 a( 6,822 of 873
T q T T~ A o L 4 4 ET 13,090 of .
N D 1010 ? 908 q' r . ~ 17,J95 of ~ &979 of 947 ~ ~ ~ . r' . I 882 . . . . . W
PG - . / 07 APPROX, 2.3 ~ 10,955 of ACRES • ~ 83 11.299 of 5.339 of , 874 881
~ ? 907 ~ 12,479 at 8,915 of
~ 1011 ? 9aao ar 17,189 of ~ ? ~ 7e80f ,zoo; of W PROJECT NO: CE-335
1 ,724 876 DATE: 06/27/06
1 906 . 1 8,627 of cr(~~ 11.716 of 878 877 9' of W 12,593 of 1187 of SURVEYED BY: B. HARRELL
1012 V' 1 \ r ' ~ ~ ~ ~ ~ ~ ~ ~ 18,099 of ~ 884
n,z3z of 1 905 r v J DRAWN BY: S. BAKER
~ ~ 1 / &882 of ` CHECKED BY: C. HUDDLE
\ / ~ 885 1013 ~Q 8,891 of 1e,ae3 ar 904 / v. \ APPROVED BY: J. HUDDLE
8,799 of \ 1 SCALE: 1 100'
886 ~ ~ ~ 8,493 of E E DRAWING NO.:
H E E T 1014 1 ' ~ ~ ~ ~ ~ ~ ~ 20,053 of 903 9,002 ar 887 SHEET 26 OF 34
&44o er a7 44 of -7
F P

a7z ~ ~ ° ~.~,G 6,935 of ~
i.,ttt, a i ~ i ;f~ ~ ~ ~ 11,859 of Q ~ / ~ 7,uji` r ~ _
~ ~ ? ? 945 7 ~ EET EE SH 955 958 ~ ~
S ? 910 ~ &777 of ( a G 8 578 ai 7,391 of 6,718 ei / / . Q I 955 957 873 ~ ~ /
? ~ 1 • ,C ~ \ 7,007 of 6,822 ar 13,o9a ar ~ ~ 7 ~ F~-
? 946 p X 909 1 asz
1009 ? 8,336 at L ~ ~ 882 ~ 128 ai ~ ~ 8,453 of 11 299 of 50, ~ ~ n,za9 at 874 - 12,479 of
~ 1' ~ . . ~ 883 ? 947 5,339 aT sal / ~ - . ~ .
' ~ ~ ~ / ~ ? 908 'Q 881 . ~ ~ f 10,655 of ~ 8,915 ai ? &879 e 8,915 ai 875
. 1010 ? . 17,395 of ~ ? ~ ~ . aao 12,403 aF I . A7z4 at 876 .
? 907 . .1 , &780 ar 879 877 9,885 of 11,718 of a7a 11,354 of
1 1011 ~ 1 j 12,593 of
17,169 of ~ ~ 906 . ~ 8,627 of ~ 884 ~ Z
. V ~ 1 11,232 of O
. 1012 1 ~ v: ~ ~ ~ ZO
. 1e,o99 of 1 905 X 885 . ' 1 8,882 of 8,691 of 1 ~ W
< 1 ~ ; ~ / ~ ~ ~
1013 904 ~ 886 a{ l U
18,863 of &799 of 8,493 I ~ 1 ~ r . . ~ .:~..,..J... ~
1 1 903 &44807ef
1 ~ . 1014 8,002 of ~.1 /
20,053 of ` . 888 , ~..J .
AND ~ ~ ~ 9.768 of ETL 4W ~ L 4 02 TA 9 T . ~ 9,500 sf \ . .
PG 008 ~ 1015 APPROX. 3.5 ACRES _1.._,
. 22,352 of \ 889 _1.. _ . 11,837 of ~ 901
6 10.486 of
a ~ ~ ? / 1016 ~ ? 890 6 36519 ` . . ~
¢~NEE WA L ~ ? \ 11,177 of Z
(SEE DETAIL 0 D-1 ~ ~ ~ f 900 l .
~ ? 9,990 of 891 . ~y~// ~ / ? 12 423 at
? , . ~a~ ~„j ? 899 . . .
~ . ; 1017 ? 9,965 ai ~ ~ 39,759 of ~ ? ? 898 892 ~ .
~ , ? 9,791 of 12,404 of
~ t a97 . ~ ~ s• 1018 1? ? 9.969 si 893 U
31,fin er ? 1oz9356 895 894 1,621 of P 10.237 of 11,004 of ~ ~ . r..
~ i
1 ? ?s ~ f ? .
? ?
~ i 1, ~
~ 1019
36,669 of ? ~ ~rrra~ i~•
1020 ,~r~r• P~\.
. ~ \ ? 44,487 of ~1! ~ 1
\ ~ _
V ~ ~
1022 45.138 et ~ .
1023
. 49,911 aF
1024 . 50,404 ai
1025 57,009 at 1026 1027 1029
85,533 of 1028 78,283 of q BB,1B0 al 89,218 of . .
1
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REFERENCE MAP N.T.s r W w Q
W n--
~W o :D °C U
W Z)
o U~ z Lf)
o
0 I
,o
PROJECT NO: CE-335
DATE: 06/27/06
f SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
APPROVED BY: J. HUDDLE
° SCALE: 1" = 100'
DRAWING NO.:
SHEET 27 OF 34
FP-8

~3,• \M W
Ak7M,yM 1/4" PER Fi ~M ~ ~3 ~M 1 4' PER FT FT I O U d
v 1/4' PER FT 1/4" PER FT ~p,~M4 AxjM~~ l 1/4" PER 1/4" PER FT 1/4' PER FT ~M~~M 3~ ~ MPK. v ~ 3•. d
Q ~ P ~ W
v i ~
i~ ` \ Q ~ ~ D i ~
i ~ i i ~
/ 1 I 1 1
r ~
~ I ~ I
~ ~ ~ I ~ 45,00 P R37,5 i O_
i ~
i ~ o z (n Q o
i ~1 ~ ~ ~ w
~i ~ ~
~ ~ ~ U ~ W
% p ~ % Q
~ ~ ~ ~
~ ~ ~ ~ ~ ~
1 ~
1 ~ I ~
W R25,0 i i 35,00
i ~ i i
SCAL E. NT S ~ 18,0 i i i
i i ~ o O
i ~ i ~
i ~ i ~
i ~ i ~
i 50.00
R/W
SCAL E. NT S i ~ i i
TYPICAL CUL-DE-SAC PLAN VIEW
SCALE: NTS
~d :M
Ak7M~~ ~/4' PER Fi 1/4" PER FT 1/4' PER FT 1/4" PER FT 1 µpwMl~µ '~J Mq~,7 1/4' PER FT 1 4' PER FT 1/4' PER FT
v ~ u ~ 3. M~bM l ~/4' PER FT ~ / v
. \ v.
~ \
- \ ~ ~
6,0 75,0
W ~ ,00 ,W Ln CNO ~t
N
~i ~t
~UN
W~z~
SC ALE. NTS CUL-DE-SAC SECTION A-A ,Q ~ z
S \ ~~N CALF: NTS W
O 'mN
Q' ~ ~ W
z
2" ~-2
8''' ABC J
H
2X6 TREATED ~ z Q Q
6X6 @ 6' O.C. U J w
Q
404 WETLANDS W 0 TPE II NCDOT WOVEN Y Q Q W
FILTER FABRIC m U F-
Q
I~ z
W ~
3`~ M ~~7M~ ~ 0
1/4" PER FT v lf4' PER FT 1/4' PER FT ~/4" P ER FT W W
v ~ 1/4' PER FT 1/4' PER FT M~M~~M / v 3• o ~ W H
v > ce 66
26' S, J z
ROADWAY SIDEWALK VARIES 5' SIDEWALK 6' ROADWAY J H
VJ ~ Q
Q
PROJECT NO: CE-335
SCALE: NTS ROAD CONSTRUCTION ADJACENT TO WETLANDS DATE: 06/27/06
SURVEYED BY:
DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
APPROVED BY: C. HUDDLE
SCALE: NTS
DRAWING NO.:
SHEET 28 OF 34
D-1

W
I ~ U ~
U ~ d d
Q
NI 1 NOTES: i INHLrRAnoN BnslNS srlouLD NoT eE useD As W
r-~ 2. TEMPORARY SEDIMENT TRAPB DURING CCNBTRUCTIOm I- Q z coNSraucTloN of nFE wFILrRATGN BnsIN sFIOULD Ln ~
~ Z TARE PLACE AFTER THE S'TE HAS BEEN STABILIZED. -
O a 3. 3. NO RUNOFF SHOULD ENTER THE INFILTRltT10N BASIN PRIOR TO COMPI ETON OF CONSTRUCTON AND THE COMPLETE STABILIZATION OF THE TFiIB'JTARY AREAS.
~ CL ~ J Z W ~ 4 4. DIVERSION BERMS OR SILT FENCE SHOULD BE PLACED
=O AROUND THE PERIMETER OF THE INFILTRATION BASIN ,.G•RADE DURING ALL PILASES OF CONSTRUCTION. SEDIMENT AND EROSION CONTROLS SHOULD BE USED T01¢EP RUNOFF
wQ ~a AND SEDIMENT AWAY FROM THEINFILIRATION BASIN. - Z
~J HJ 5 FJ Ha QQ WJ 5. INITIAL EXCAVATION OF THE BASIN SHOULD BE CARRIED - O OUT TO WTHIN ONE FOOT OF OF THE FINAL GRADE OF - f" 711E BASIN FLOOR. FINAL E%CAVATION OF THE BASIN Q
WJ WU FLDOR SHDULU BE DELAYED UNTIL ALL DISNHBED - AREAS IN THE DRAINAGE AREA ARE STABILIZED. ALL - ~ W
CW7 Q >U gyp. EXCAVATION SHOULD BE PERFORMED BY EQUIPMENT ~ J O WITH TRACKS E%ERIING RELATIVELY LIGHT PRESSURES. - ~y ~ IyJ
Nv v THIS WILL PREVENT COMPACTING OF THE BASIN FLOOR, WHICH WOULD REDUCE THE INFILTRATION CAPACITY. Z V /
"B" DESIGN STORAGE TEMPORARY POOL f 6. AFTER FINAL GRADING, THE BASIN FLOOR SHOULD BE w TILLED TO A DEPTH OF AS LEAST 12"INCHES TO PROVIDE I Z - w
~ "A" PERMANENT POOL _J~ a 4 1L_ p 6 AWELL-ARFATFD, POROUS SURFACE TEXTURE. 9 ~~,r 7. SPG BOTTOM AND SIDE SLOPES OF INFILTRATION WITH I II\\ Z
6 ~ SWITCH GRASS (PANICUM VIRGATUAq ATARATE OF4 I \ ~ U SPRiGSIBF. ~ -
MAIN BASIN ~ B. SEED BERMS, INLET SWALES ANU DISTURBED AREAS Y~ ~ ~ Q LL. AROUND BASIN IN ACCORDANCE WITH THE GENERAL I ~ O
INVERT "C" SEEDING AND MULCHING SPECIFICATIONS. ( LL.I
9_IMMEDIAIELY FOLLOWING BASIN CONSTRUCTION, SPRIGGING ANO SEEDING SHOULD BE PERFORMED. k , ~I
MAINTENANCE'. If Q 1. PRETREATMENT DEVICES ASSOCIATED WITFI BASINS sHauLDBEINSPECrEDANOCLFaNEDATLES+srTWICEA ~ ~ GRADE ~
vEAR, ANO IDeALLY EVERT Mom H. ~ 1
NOT TO SCALE 2. ONCE ME BASIN HAS GONE ON-LINE, INSPECTIONS SHOULD OCCUR AFTER EVERY MAJOR STORM FOR THE FIRST FEW MONTHS TO ENSURE PROPER STABILIZATION -
AND FUNCTION. ATTENTION SHOULD BE PAID TO HOW \ LONG WATER REMAINS STANDING IN THE BASIN AFTER A
STORM, STANDING WATER WITHIN THE BASIN MORE THAN 1 5 DAYS AFTER A STORM II 7]ICATES THAT THE INFILTRATION CAPACITY MAY HAVE BEEN i
OVERESTIMATED, FACTORS RESPONSIBLE FOR CLOGGING
COMPACTION OF SOILO SHOULD BE REPANR p%CESSIVE Q Z IMMEDIATELY. ALSO, THE NEWLY ESTABLISHED VEGETATION SHOULD BE INSPECTED BEVERAL TIMES TO
DETERMWEIF ANY REMEDIAL ACTIONS (REBEEUING, ~ _ IRRIGATION, FTG)ARE NECESBARY. ~ \\`I ~l
3. THEREAFTER, THE'NFILTRATION BASIN SHOULD BF ` ~
0 z INSPECTED AT LEASTTWICE PER YEAR. IMPORTAN71TEM5 ~ ` ' I TO CHECK INCLUDE'. DIFFERENTIAL ACCUMULATION OF ~ ~ \ r 1i SEDIMENT, EROSION OF THE BASIN FLOOR, CONDITION OR y
0 a RIPRAP AND THE HEALTH OF THE VEGETATION. ERODED I CLASS A RIP RAP OH BARREN SPOTS SHOULD BL REPLANTED IMMEDIATELY I ~ I
oW Z J ~ W AFTER INSPECTON ro PREVENrnoDlnoNAL EROSION I f WITH NCDOT TYPE 2 AND ACCUMULATION OF SEDIMEM. I FILTER FABRIC`
O= ~N 4. SEDIMENT REMOVAL WITHIN THE BASIN SHOULD BE 1 ~ ~ A PERFORMED WHENINE SEDIMEM IS DRY ETVOUGH SO ~ I ~
Q W THAT IT IS CRACKED AND READILY SEPARATES FROM THE BASIN FLOOR. l ~ I
as a f- Q GIPADE ~ 5, LIGHT EOUIPMEM, WHICH WILL NOT COMPACT THE UNDERLYING SOIL, SHDULU BE USED TO REMOVE THE TOP r I \
UW Z LAYER OF SEDIMENT. TLIE REMAINING SOIL SHOULD EF ~ I III` `FLP,RE TILLED AND REVEGETATED AB SOON AS POSSIBLE ~INFILTRATION' ~ I rl ~ EMERGENCY
~ H vN U A\ ~ BASIN ~ { SPILLWAY
"B" DESIGN STORAGE (TEMPORARY POOL) uWi ~ 1
DITCH I
~ "A" PERMANENT POOL WEIR ® D 4 1L~ FOREBAY ~ _
s `1 ] ITI ANN J~C~11 -~~i.iy'I 111. ~ l f,
?Gi~G iIW W. ~kY pvn
I ~ SEDIMENT
FOREBAY GRADE
NOT TO SCALE
\ ~ ~ ~ 1
INLET CHANNEL
CLASS A RIP RAP C\ .WITH NCDOT TYPE 7
FILTER FABRIC ~ _ J
-HOADVdAY~ ~
DITCH ~ W u J
NOT TO SCALE • GRADE w ~ OO
(FINAL DESIGN DIMENSIONS) . w~N~-
N
~~~N
ZWZ~
w~ ~
Q ~z~
A g C D E
P O N D ID ELEV (ELEV) (ELEV) (ELEV) (ELEV) ( ) TYPICAL INFILTRATION BASIN PLAN VIEW Z D ~ N
(SEE DRAWINGS AND TABLE FOR LOCATION AND DIMENSIONS) O m
17.0 18.0 11.0 16.0 11.0 KATYDID POND O W N
Q ~W ~ z
15,0 16.0 8,0 14.0 11.0
TWINING ROSE POND
17.0 18.0 8.0 16.0 11.0 SPICER LAKE
z Z
~ ~ o
~ o z
- 18.0 19.0'x" "~~~13.0 PAINTt~ - ~ ~
WQ ~c~0
uW~ U
Lu W
0~ ~C) U)
Note:
detention and shall be planted with adequate e submer ed vegetated shelf of the wet P lists acce table Th g ified in the table below. The table below p Z u')
vegetation at the frequency spec W w0
d from the list provided in Appendix A of the s ecies. Other species may be substitute plant p ( & 2
anual for h drologlc zones 1 ) 2000 Maryland Stormwater Design M Y ~ - LL]
EMERGENCY W J U
SPILLWAY ~ 4 0
SHRUBS (one per 200 sq ft) (must mix 2 species minimum) wL~r INLET CHANNEL > ~ ~ U INLET CHANNEL CLASS A RIP RAP WITH H Z
DIT~CFi_ INVERT CLASS A LASS A RIP RAP WITH FILTER FABRIC 0. 0
Name Scientific Name FiLTE Common /-FILTER FABRIC DESIGN 2 YEAR 24 HOUR STORM 12" CLEAN SAND a.
u o
num cassinoides Withe Rod Vibur SP SODS
INFILTRATION BASIN'
L onia li ustrina Maleberry y 4 SEDIMENT FOREBAY L DIMENSIONS VARY
er Iva frutescens DIMENSIONS VARIES
Marsh Eld
PROJECT NO: 82-001
eous ones rig per 20 sq ft) (must mix 3 species minimum) Herbac ( P
TYPICAL INFILTRATION BASIN DURVEYED6/ 7/06 BY:
Name Common Name Scientific Name Common Name Scientific
ericana Swamp Aster Aster puniceus (FOIZ 110RIZONTAL DIMENSIONS AND ELEVATIONS REFER TO TABLE) DRAWN BY: SBK CHECKED BY: CTC
American eelgrass Valhsner~a am APPROVED BY: CTC
Marsh Arrowgrass Triglochin palustre
ow-head Sagittana latifoha Arr SCALE:
Fox Sedge Carex vulpinoidea American lotus Nelumbo lutea DRAWING NO.:
SHEET 29 OF 34
rafa Woodrush Luzula bulbosa Water Lil Nymphaea odo y
S readin bulrush Scirpus divaricatus
on or Soft Rush Juncus effusus P 9 Comm D-2

~ W ~ O
U ~ a
U Q
o W N Q N
N
6'-0'.
NCDOT FLARED END RIPRAP 4'-O" » ~
SECTION GENERA~OTES: (SEE TABLE Z -6 9
E 1. CONCRETE: 28 CAY COMPRES FOR SIZ) 4,000 PSI S CAY COMPRESSIVE o 4,000 PSI ~
STRENGTH F'E _ 72 TM J p p
72" 2. STEEL REINFORCEMENT: AS RCEMENT: ASTM A-615, F ~ OW ° (n FLOW .c Z ~ O_
Grade 60
ND + L 3. MEETS N.C.D.O.T APPROVAL PLACED ~ a ,°~°o° HA TED O DO O.T APPROVAL TO 10' E (n
DENSELY COMPAC p~ p Depth. LL TO 1 FT. p BACKFI ~ D_ D- ~ DI 3A ~ a W
H 20 L( 4. SOLID BOXES MEET ABOVE TOP OF PIPE ~ g MEET H-20 LOADING TO ~ ~ U ~ ~ U
PIPE 15' Depth. BARS C w
BEDDED PIPE O.D. D18>3" D!4 ~ ~ ~ 5. PRECAST BOXES APPROVED XES APPROVED FOR N.C.D.O.T. 3-#5X3-2 ~
24" DIA. CAST IRON LID STANDARDS: 840.01, 840.0 ~ MINIMUM STONE AND FRAME MARKED 840.05, 840.11, 840.12, ~ 840.01, 840.02, 840.04, BARS G 5 1/2' x.11, 840.12, 840.14,
EMBEDMENT AS ^STORM DRAIN" 840.15, 840.17, 840.18, 1,17, 840.18, 840.19, _ p
840.26, 840.27, 840.28, INDICATED. GREATER IF LO REQUIRED BY E 1.27, 840.28, 840.31, ~ ~ ~ ~ 41. PAVEMENT
R Y pl 840.32, 840.41. MANUFACTURE z N
O.D. 7. ANY MODIFICATION TO BO SHAPED STONE 24"+O.D.MAX. ~ATION TO BOX MAY ~ ~ 20 LOADING ABILITY. a„ ~
6 OZ. NULLIFY H-20 LOADING A TO PROVIDE BEARING 12" + O.D. MIN. 60" N ,
TIRE LENGTH FILTER 60" ALONG EN ARREL FABRIC
OF PIPE B 1.5 0 0 0 0 ° BASE SECTION + 7 ~ ~4„ ASE SECTION Q 0 0 ~ ~ ~ 3"D WEEP HOLE
(0'-8' DEPTH) MIN. HEIGHT WAFFLE I ~ ~ - I- Z
PIPE LAYING CONDITION „A„ ARIES p V H MAX. PIPE DIA. ,X. PIPE DIA. AVAIL. z_ ~ THROAT DETAIL
Do + La RIP RA Do La ~ 3,_6„ t8„ 18" YES ~
RIP RAP APRON ID SS B 30" T CLA 4'-6' 0, 23' NCDO 6" RISER HEIGHT 5,_6,~ 36" 30" YES WHERE GUTTER 36" YES MH STEPS READ
42" YES ~ WHEN D DIM NOT INDICATED
HAND PLACED DI#10 NCDOT CLASS A 1'_4" 6'-6" ELY COMPACTED 24,. 12' 14' DENS EXCEEDS 4
BACKFILL TO 1 FT. DI#19-0 IPE 23' NCDOT CLASS B
OVE TOP OF P 20' LIFTING HOLES (4 EACH) AB D12 36 8 2,-8„ 8„ SEE STD SET
PIPE DI#28-0 > " 14' NCDOT CLASS A 60" so° SECTION A-A
BEDDED PIPE O.D. D18-3 24" 12 D1#32-0 60„ 60" ~ L2Y2 X 2Y2 X Y4
9 5 NCDOT CLASS A 60" MINIMUM STONE 18 8' GALV
EMBEDMENT AS DI#34-0 IF 23' NCDOT CLASS B REINF BAR SCHEDULE -ALL #5
INDICATED. GREATER 36" 20' 6" REQUIRED BY DI#119-0 ^ ' N0. PER INLET TYPE , LENGTH 3C
FACTURE 23' NCDOT CLASS B MANU z PIPE 36 20 BARS EA BAR 3A 36
STONE O.D. 24"+O.D.MAX. DI#128-0 NCDOT CLASS B SHAPED G 23' ~ 3 5 1 /2"X4"
BEARIN 12" + O.D. MIN. 36" 20' 6 TO PROVIDE GTH DI#66-0 N LASS B H 6" 10" C 5'-~„ 6 WELDED F ~'-6" - 3 STUDS 0
ALONG ENTIRE LE 23 NCDOT C OF PIPE BARREL 36" 20' 10" G ~,_O° g 4 ~ 2' C TO C
DI#81-0 T CLASS B - O, 23~ NCDO NOSE DETAIL
(<8'-16' DEPTH) 38" 2 3
IPE AYIN N ITION " " DI#82-0 p NCDOT CLASS 8 36" 20 23'
DI 95-0 # NCDOT CLASS A
NOTE: R WHERE GROUNDWATER IS 24„ 12' 14' S OF HIGH GROUNDWATE ( NATION THIS 1102-0 IN INSTANCE TTOM OF TRENCH EXCA ) D # r ~ T C D CURB DROP INSET
R ABOVE BO , _ HALL BE I,~O LASS 8 g" STANDAR NO TO SCALE
T , A MINIMUM C` ~ 8,0 _r uwTANC~ SHALL BE ~ ~ NCDOT CLASS e
NCDOT #57. 36.. 20' 23' - TE: SOLID BASE SECTION AVAILABLE DI#147 0 NO
" NCDOT CLASS B WITH CAST OR CORED OPENINGS. 36 20 23
R ,6D-O R DI# DOT CLASS B NC
36., 20' 23' I DI#187-0 CLASS B 'A
L NCDOT E 36" 20~ 23 NOT TO SCALE v,. ~
NOT TO SCAL pl#195-0 T CLASS B
20' 23' NCDO 36" W ~ CD
DI#198-0 WLnN~- Z N
NOT TO SCALE 24" DIA. CAST I AND FRAME M. 24" DIA. CAST IRON LID ~ ~ z N AND FRAME MARKED
"STORM DRAIP "STORM DRAIN" W
4' O.C. TRASH SCREEN - #5 REBAR @ ' #3 @ 1 #3 @ 12" O.C. EACH WAY
EACH WAY. WELDED TO "L" 3X3X0.25 Q ~z~
FRAME. ATTACH TO BLOCK WI 0.5" DIA . LTS 12" O.C. MIN. EPOXY COAT "BLACK" 6" THI 6" THICK 3000 PSI ~ ~ ~ N
BO AFTER FABRICATION. MOUNT FLUSH WI CON( OUTSIDE CONCRETE CAP ~ W L()
8" #3 L-BAR @ 12" O.C. O m N
EXIBLE PLASTIC FL OINTS RIM ELEV. "B" TYPE J 24" DIA. CAST IRON LID ~ O
AND FRAME MARKED
E I D 8.. 8" BOND BEAM "STORM DRAIN" r ` W
OD (1) #5 CONTINUOUS I v z
RCP PIPE DIA "D1"
LOW WEIR ELEV. "C" 16" OVERF 16" I,.
1"STORM ELEV. 16" "A" MIN K MIN MIN c o oaooo
aoooaon aooao
B PERM POOL ELEV. "D" aaooooo 00000
C CMU OR PRECAST TRASH SCREEN ~ r Z Q J
"DIA. STEEL PIPE. pVC PIPE GROUTED ° PL 8XSX516" W14 ACH TO CMU WITH (4)112" DIA "D2" ATT BOX O H H
PANSION BOLTS. EPOXY COAT EX #5 @ 16" O.C.
AFTER FABRICATION. 5a OD H J ID -T (SEE NOTE BELOW) 4 PROVIDE 9" BEND
A TOP OF FOOTING ELEV "E" ~ Q Q W
e: (GRADE) I U ~ ~ (Yl
L.~~ J w W
M L STAINLESS STE I
WALL HARDWARE CLOTH „F„ & CLAMP ' - 3000 PSI
- - - ,I - - CONCRETE FOOTER O
- s ~cpn T TI N i U Z ~ Z I- =
- - -=-i~_ ~ TR,AN~ „RA 0 _ ~ W w ~
M vV i ~ H J K 8" #57 STONE #3 @ 12" C PANVIW
B ~ E F 3" OFF B0 #3 @ 12" O.C. EACH WAY I 1 3" OFF BOTTOM I
in 1AI~1 L P' . ~ 7~~ r•rf•Tl (1AI 1flFW -III rn
~ „ , 23 14 13 13 13 , ~ ~ . .
75 4 23 51 ~j
12 2 16 16 2 2 1038 30 17 16 17 H L -LD2 A ]
74 7 27 47 15 2 19 19 2 2 1426 C D E F G J O IN ELEV) (FT) (
36 20 20 20 74 9 27 47 POND ID ~ iD ID (I ~ (I) (N) (ELEV) (ELEV) (ELEV) (ELEV) )
18 2 23 26 2 2 2137 7 47 27 27 26
0 80 g 43 3 17.0 14.0 24 6 17.0 u~ _
~ 24 3 3 32 3 2 2990 KATYDID POND 60 34 33 33 D POND 12 3.00 14 19.0 18.0
I 77 12 54 22 30 3 37 39 3 3 3960
7 71 40 40 39 17.0 16.0 15.0 13.0 24 5 15.0
44 97 16 60 3 36 4 45 4 4 5160 TWINING ROSE POND ROSE POND 12 4.00 14
77 47 46 46 98 22 61 37
42 4 51 51 4 4 6480 48 6 17.0 PROJECT N0. 82-001
83 53 52 52 99 25 70 29 DATE: 06/27/06
48 5 58 57 4 4 9370 SPICER LAKE 9 89 59 58 58 .R LAKE 24 6.25 14 20.0 18.0 17.0 12.0 SURVEYED BY:
65 104 26 65 3 54 5 64 4 4 11650
6 96 65 65 64
72 103 28 57 4 60 6 PAINTED LADY PON 12 3.00 14 20.0 19.0 18.0 15.0 24 6 18.0 DRAWN BY: SBK LADY POND CHECKED BY: CTC APPROVED BY: CTC
E OUTLET SHALL
TORMWATER PIP OTE: EACH S ECANT oRl N END SECTION DTE: DECANT ORIFICE PIPE FOR SPICER LAKE SHALL BE PL oXy W1 8" DIA. R STEEL PIPE. FABRICATION SCALE:
A FLARES NOTE. o H AV E ATTACH ATTACH TO CMU WITH (6) Y2" EXPANSION BOLTS. EPOXY COAT AFTER DRAWING NO.:
SHEET 30 OF 34
OUTLET STRUCTURE (TYP. GROOM POND NOT 10 SCALE 3
NOT TO SCALE D

n
I 1 U
U U ~ U U d
d Q
I~ rn w N Q
(\D ~ ~
~35~
Z
149, O
i--10 ~ 7--~I~--10 5, i TRANSITION i TRANSITION Q DETAILS OF GAZEBO AND U j
SLOPES i SLOPES I FLOATING DOCK i i i w NOT SHOWN FOR ~ J , I w (n
10% 8% I I MAINTAIN A 3'-0" MINIMUM CLEARANCE I I i FROM GRADE TO BOTTOM OF DECKING CLAIRITY PURPOSES o ~ Z
j I OVER WETLANDS AND 6' OVER CHANNEL (SEE PLAN VIEW) 4 Z O
i AS DIRECTED BY CAMA TIMBE i I TIMBER APPROACH ~ ~ o cn
i I I ACCESS PLATFORM
I CONCRETE RAMP ~ FLOATING DOCK g ~ ~ U
i I I~ SLOPES 18% I I I I Y O W
I ~I i I i - i i Q m ~ ~ ~
i I i 4 ~
I ~ W
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_ _ ----11--- ~-I- _ » - ' - i 1I 1 i ~II ~ ~ I VINYL
NHW- - - - - - ....i. I., Y. I r°l. I I I I I i ~ ~ I ' .I I I - J I I , ' I I I I I.r' I I ~ "•I I I I ' 1 I V , , ~ BULKHEAD
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I II II ~ I I' ~ I I I I ~ ~ I C I I I I L I l I I I I , i N O I~ o~Z
RAMP TOE EL i 1 I I I I I ~ t t I I I I I I II
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O I ~ ~ W 10 Q.C. TY w ~I I W'
w jI Z I m 9 J
JI w 3 b 7I 3 °~I nl O
~ _ ~ O Z
KINGS CREEK ~ WETLANDS
NOTE:
FLOATING DOCKS SHALL HAV S SHALL HAVE DOCK STOPS TO PREVENT
THE DOCKS FROM SITTING Of` M SITTING ON THE BOTTOM.
SCALE= 1:10
I
v,°r \ ill ~ ~
o~ E ~ '~N~
` ~ N
~ SUN
WIDTH OF KINGS CREEK CHANNEL W ~ ~
Q ~z~
~ o~N
0 0 .mN -----------------------------------------------J ~ ~ O

VINYL BULKHEAD Qr` W
ALLOWING FOR THE TRANSITION V
I I I PEDES PEDESTRIAN WALKWAY FROM ASPHALT PAVEMENT z
. I I I I ADJA[ V I I I / AT TF ADJACIENT TO THE BOATRAMP TO ELEVATED BOAT RAMP AT THE SAME ELEVATION
illlllll I I I I I I I I II
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"J illllilll~ (IIIIIIII' % r
111111''' FLOATING LAUNCH DOCK ( I I I I I I
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IIIIIIIIIII.I. / ~IIIIIIIIIIIIIIII / H H Q
illlllllllllllll f, IIIIIIIIIIIIIII
I I I I I I I I I I I I I I I FLOATING DOCK / ,IIIIIIII 111111' COVERED GAZEBO ~ W 15' BY 15' DECK WITH~_
I I I I I I I I V I I I ACCESS PLATFORM; illllllll III 1 SAVE OVERHANG W
J (IIIIIIII' I~ ~ I I I I I I I I COMPOSITE DECKING W 'OSITE DECKING Q
i l l l l i l l i W/ 1' GAP BETWEEN 35. illl (III' p TD ALLOW LIGHT TO I' GAP BETWEEN BOARDS ~ ~ >,LLOW LIGHT TO ~
1 ~I~I~I 1 1 1 1 1 1 _ ~ 'L a
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illllllll~ 1 0 ~ <
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- Illlllllllllllllllllllillllllil ~ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ~ ? ASPHALT
I DRIVEWAY ~ LLJ
w
1. W o m
L-Li 016 ? > c
is i

/ u ? >
o 0 o
170~0- r 170--
5 ' 0
DECKING SPACED MIN 1' TD ALL(1W a ELEVATED WOODEN z
ELEVATED CONCREI~'" LIGHT TO REACH VEGITATIGN BELDW APPROACH OVER WETLANDS ~I MAINTAIN MIN 3' CLEARANCE'
~w BOATRAMP SUP~-0RTED DN RAMP TD BE DESIGNED IN E ALUMI~IJA4-i3A~LS ACCORDANCE WITH NC DOT ABOVE GROUND PER DWO ~I
VINYL BULKHEAD TO - HS15 CODES & CAMA REGULATIONS PROJECT NO: CE-335
PREVENT EROSION _ - " AS NEEDED - " DATE: 06/27/06
SURVEYED BY:
DRAWN BY: S. BAKER
NHW- ' - ' ~ FtiR CHECKED BY: C. HUDDLE
d g~F 3 Pia APPROVED BY: C. HUDDLE
~h SCALE: NTS
DRAWING NO.:

SHEET 31 OF 34
~
SCALE= I:1O D-4

•
I I
I
I~
(8) WOOD PILING (TYP) w HEAVY DUTY PILE GUIDES U U U
U U ~ W/4 HDPE ROLLERS d
i....._ ~ Nf PER GUIDE d Q
• ~ • _
~ w
~ • 1z, .0 ~ ~ o • 12~ ~
3O. COVERED GAZEBO
z 0
-
O D U JO ~ ~
Io 0 s ~
0 0 s 0
0 r~ w Z ~
0 ~ o
~ ~ ° > a w • • Y w ~ ~
• •
U \ W
FLOATING DOCK WITH ---148, o w ° FIXED PIER z
ENCAPSULATED FOAM FLOTATION Q J
& COMPOSITE DECKING RAILING (4) U1ILITY PEDESTAL ' X 30' ° ° POWER ONLY (TYP) ALUMINUM w o
ACCESS RAMP c~ Q
Z Q
U ~ING DOCK PLAN VIEW
SCALE= I ; 20 20
O O O Z
SCALE= NTS
COVERED GAZEBO
(B) WOOD PILING (TYP) YP) RAILING ALUMINUM RAMP G~
WATER LEVEL
-_;F''~~ _ ~a dig'-
& COMPOSITE DECKING
FLOATING DOCK ELEVATION VIE
W
SCALE= I :20
NOTE:
FLOATING DOCKS SHALL HAVE DOCK STOPS TO PREVENT
THE DOCKS FROM SITTING ON THE BOTTOM.
W~~
,W ~°N°~
N
SUN
P 3 3 ~ °w o o x ~ ~~1 W z
W W z
I I I I ~I IQ U IQ
COVERED GAZEBO ~ ~ z
30. I ~ EOW I i "I
ELEVATED I ~°~N 0 ,mN
PEDESTRIAN PIER ~ 1 p~ o
I I I
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_ I V z
~ I ~
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SCALE= 1.20 40, .
I I" , , z Q J
ALUMINUM ELEVATED ACCESS RAMP W T BOARDWALK OVER I I L ~ ~ ~ ~ H
ELANDS CONNECTING TO I TO FLOATING DOCK UPLAN D DEVELOPMENT
i ~ o ~
W Q Q W
~ ~ ~
i ~ I _ U
I ~ I~-~-
O~ Q
MAINTAIN A 3'-0" MINIMUM CLEARANCE Z E-- ° °C ~ W i I-
COVERED GAZEBO FROM GRADE TO BOTTOM OF DECKING OVER WETLANDS AND 6' OVER NHW
AS DIRECTED BY CAMA
W o O
~ o ~ o o I Lfj ~ m
I ~ W } 1
~NHW
MWL = = p
EXIS ~ - - - - - - _ _ _ _ I i1NG GRADE - - -
I ~ ~ C
10' ~ ~ I Q C TYP 3 0
CROSS BRACING :'J I I
AS NECESSARY WHERE w I I I HEIGHT EXCEEDS 5'-0" Z ~I o~
ABOVE GRADE w ~I ~I FI PROJECT NO: CE-335
I O O p 3~ I I CD W DATE: 06/27/06
tnl w w O ~ 3 O 2 wl w z
°I °I SURVEYED BY: nI DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
APPROVED BY: C. HUDDLE
SCALE= 1:20 SCALE: NTS
DRAWING NO.: wmmmwmmm~
SHEET 32 OF 34
D-5

i 18'-0" ROADWAY BOLT WALER TO STRIN
W ~EhJ ERAL ~ ATE
U U °
9•-~~ 9•-~~ UMBER WALER ECKING 1. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR
5~-0" 1'-6" 1'-6~ 5'-O.. o 2" BIT. CONC. - SEE 5103 Q FROM BENCH MARKS AND BASE LINES ESTABLISHED ON SITE,
ON fi" ABC . . ~ 2 _9• 4 _9 3•_9,• 3~-9" 3'-9" 3'-9" 4'-9" 2'-9,• EL. -SEE 5109 DATUM IS MEAN SEA LEVEL ~MSL = D.~QO}. °0 W
_ 2. ALL Ex15T1NG U11L111ES KNOWN TO THE ENGINEER HAVE BEEN SHOWN ~ °
i ON THE PLANS. HOWEVER, THE INFORMATION SHOYVN IS APPROXIMATE
AND NO GUARANTEE IS MAQE AS TO ITS CAMPLETENESS DR ACCURACY,
THE CONTRACTOR SHALL NQ11FY THE REPRESENTAl1VES OF ALL z
~p2~ I ~ r~`'~~~ W I ~ ~ rw:>•~ ~ ~'p2 COMIPACTED BACKFILL UTILITIES PRIOR T(1 STARTING TD EXCAVATE AS REQUIRED BY
~ ~ ~ ~ a ~ I ~ o IN 8" LAYERS TO 95~ NORTH CAROUNA GENERAL STATUE CHAPTER 87-102. o a
i j o ~ ~ SHOU~O~R a I I I i SHQULOERI ` SH~T PILES DENSITY O O.M.C. 11f~IBER PILE CAP 3. DESIGN LIVE LOADS: H5 2D TO MEET NORTH CAROLINA LEGAL LOADS, o Y ~
~ I m WASHED FILTER BaLT - WALER TD PILE BRIDGE: WEIGHT' LIMITS: Q Q o
SGL AXLE WT. 20, OOC L8 3 - PROVIDE GGEE WASHERS ~ w z cn
i 3~~° ' / ~ / ~ ~ ~ ELCVARIES I FILTER ~ABRIC ~ •'6 - 5EE S104 gTONE (~a7) k' ~ '_q ~ ANCHaR RODS TANDEM AxLE WT. 19,Q00 LB EACH ~ 2 = 38,000 LB ~ ~ ° >
GRASS WT. PER N.C. LEGAL LOAD TABLE - g w ~ ~ EL _SEE 5109 4. PILES: UP TO SO,OOO LB Y w
°a I 5104 I SEE S109 FROM TdP TO ~ ` 'y ANCHOR ROD 6:0~ I ~ ~ , k 5110 1'-0° B LOW I „4 FQR LQCATIONS
GRADE TIMBER PILES "CLASS B" DESIGN CAPACITY: =20 TONS WITH 24' MIN, °
EMBEDMENT. JET PILES TO WITHIN 3' OF EMBEQMENT DEPTH. QRIVE ~ Z
~ - - - - _ o 6 1 LAYER FILTER FABRIC REMAINING 3' WITH A HAMMER RATED AT A MINIMUM OF 12,400 FT-LBS. o 0
s:Q~ _ - - - - - - - - _ _ A ~ T&G SHEET PILE SEE GEOTECHNIC,~L REPORT FOR ADDITIONAL DRIVING REQUIREMENT'5, ~ Q
ILE -SEE 51Q3 5. TIMBER CATWALK/PILING MATERIAL: z
CAP: NO. 1-DENSE, SD-19 S.Y. PINE, S2E OR ROUGH, PRESSURE
coNT. ~ ~ co T.J 6 S104 SECTI ~ E ~ TI ~ N TREATED TO 2.5 L.B/'CF PER AWPA C2/C9, C14, ~ UC5.
n 5hIE5 E s D3 i~ 1 i i i ALER - 5EE S104 STRINGERS: SELECT STRUCTURAL SD-1~ S.Y. PINE, S4S~lS2E, PRESSURE
TREATED TO 2.5 LB/CF PER AYVPA C2~C9, C14, &UC5,
~~~NOTE: ~1~IE: NOTCH BOTTOMS AT BEARING ON CAP AS ~ ~ °
REQUIRED FOR STRINGER TO HAVE SAME DEPTHS)
i 5103 u ~ # us~a~ HANDRAIL NOT SHOWN FOR DECKING, PATS ~ RAIUNG; NO. 1-DENSE KD-1B S.Y. PINE, SOS,
CLARITY -SEE 5105 PRESSURE TREATED WITH 2.5 LB/CF
ti~~ ~ DECKING) ~ 2.5 LB/CF ~P4ST5/RAILING)
DECKING - TIMBER RAIL W/ (2} - SEE 5103 CARRIAGE BOLTS PER AWPA G2/C~, C14, &UC5.
PILING; ""CLASS B"' GREENHEART PILES WITH 12" MIN. BUTT, SELECT
_ STRINGERS (C. S. OUTSIDE FOR NUTS R NUTS = GRADE,
- r-,- , r- -,-r -r-~ - -SEE 5103 & WASHERS) - SHEET PILING; N0. 1, SD-19 S.Y. PINE PRESSURE TREATEa TO
- TIMBER POSTS - CURB ,S 2.5 LB/CF WET RETENTION PER AWPA C2 & C8.
G. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED. UNLESS
TIMBER CURB SCUPPER BLOC S101 PARTIAL PLAN - END ABUTMENT
'ER BLOCK NOTED OTHERWISE, USE CUT WASHERS UNDER ALL BaLT HEADS AND NUTS. NAIL SIZES AND NUMBER ARE NOT SHOWN, USE ACCORDING T4 GOOD
CARPENTRY PRACTICE AND TABLE 2304.9.1, N.C. STATE BUILDING COQE,
LATEST EQITION.
DRILL UNDERSIZED HOLES FOR NAILS IN SMALL MEMBERS AS
z~'-o° our Ta auT NECESSARY TO PREVENT SPLaTT1NG.
WING WALL 19~-4° HANG WALL 8. USE DOUBLE HOT DIPPED ZINC COATED NAILS ANa SPIKES FOR PRESSURE
j B'-0'~ 18'-0" CLEAR ROADWAY 5'-0" ~ TREATED LUMBER.
~ 9. COUNTER-SINK NUT / BIDLT END WHERE EXPOSED,
5110 ~ 1O. DRIVE DRIFT PINS IN HOLES 1 /8" SMALLER THAN BOLT.
11. PRE-DRILL HOLES FOR LAC BGLTS SAME SIZE AS BQLT THREAD
I~ S1ag 5TRINGERS TOP CAP 5EE S103 ~ DECK 5108 ROOT SEGTIGN,
EL. VARIES ~ EL. -SEE 5109 S1 1~5 ~E~TI~N
~ : s = 4WERA~L PLAN
i ~ r`'
! .i i I i ~ i 2x8 GAP W ~ a0
APPROX. EXIST.
j ~I IGRADE VARIES I RAIL PAST ~ N N
~ ~
3/4°~ BOLT - ~ W z N
WALER TO PILE ~ ill ~ ~
sx6 WALER ~ ,Q ~ z ~
~ IJ
TREATED $ PILE - \ ~ ~ N EE X144 GUA~a RAIL TO POST BOLTING ~ . m ~
SEE 5103 ~ O N
EMBED. IMNG WALL PILE/BRIDGE SHEET PILES r-~ 2xa roc 1 ETI ~N ~ ~
PILES A MIN. OF 15' /ROADWAY SHEET PILE ~ W
BELOW FIN. GRADE
S1 ~S E~TI ~N z
S102 ELEVATION - BULKHEAD J

i Q
z Q W
21'-0' OUT TO OUT
O H °
~ o z
18'-0" CLEAR ROADWAY WQ Q N
i PVI STA = 19+55 i PVI STA = 20+85 m u 0
PVI ELEV = 12,14 ~ ~PVI ELEV = ~.9Z ~ _ ~
130-0 OUT,~ABUTMENT ~ ~ ~ ~ n
I /ROADWAYS U
~ oon~ii~~ of ....i.~.~.. 9~-O° g'_p• DECKING ATTACHED TO EA. STRINGER
c vwi.nmv na onVrv1V MV LAIi tlULlS UKILL HOLES
i - TYP. OF 4 EA. BENT IN DECKING EQUAL TO SHANK DIA. & z a
~ I J UNDER~RILL HOLES IN STRINGER)
,~'~~T~ RAIL w w
I
~ ~ QECK il~ i CURB
EL. VARIES I , ~ ' 17MBER POSTS
EL. VARIES
11 um 11
STRINGER ROUGH DIM. ~ ~ ~ ~ ` SEE S105 W o 00 < ROADWAY ROADWAY = J
r o BY OTHERS BY OTHERS U
~ FIELD SHIM AS NECESSARY FOR EQUAL ~ T
BEARING W/ LAYERS OF 30 LB BLDG. FELT ~ DRIFT BOLT ~ EA.
APPROX, EXIST. GRADE VARIES ~ s 3103
1 PROJECT NO: CE-335
TIMBER PILE GAP PROVIDE lW0 (2) CENTER BAYS OF , ~
CROSS-BRACING WHERE HEIGHT FROM DATE: 06/27/06
6S102 SURVEYED BY:
GRADE TO BOT. OF CAP EXCEEDS 3'-0'; REBAR DRIFT PIN IN EA. PILE CONNECT W/ {1) THRU-BOLT do DRAWN BY: S. BAKER
CHECKED BY:
WASHERS (5) "CLASS B" TIMBER PILES APPROVED BY:
109 OVERALL PLAN SCALE: N DRAWING NO O.:
S103 SECTION THRU BRIDGE BENT
SHEET 33 OF 34
D-6

O W
O
d a
5-16d GALV, CpMMpN
NAILS @ 2X12 BEAM TD 2X12 FASCIA (TYP,) PEDEST
RIAN W Q ALKWA o Y
TYPICAL
WALKW A Y DET AILS
GENERAL
' ~ 1. ALL SAFETY REGULATIONS ARE TO B E FOLLC WOOD CONSTRUCTION ~ BE FOLLO WED STRICTLY. METHODS OF Z
- _ CONSTRUCTION AND ERECTION OF THE ST iE STRUCTURAL MATERIAL IS CONTRACTOR'S i• ALL TIMBER FRAMMING MEMBERS INCLUDING DECKING, JOI 0
RESPONSIBIL RUCTI, I TY. SOUTHERN YELLOW PINE #2, PRESERVATIVELY TREATED ~ ~
1 C/L BDLTS & PILE 2. DESIGN LOAD: ARSENATE (CCA) 0.8 PCF. STS AND BEAMS TO BE ~ WITH CHROMATED COPPER ~ W
1 A. D EAD LOAD: ACTUAL WEIGHT OF MATERIA a ~
B. LIVE LOAD: DESIGN FOR 80 PSF PE - - DES1 OF MATERIAL 2. ALL HANDRAILS TO BE SOUTHERN YELLOW PINE 3 U 'SF PEDESTRIAN UNIFORM LOAD. PRESERVATIVELY TREATED WITH CHROMATED COPPE ~
# OR BETTER,
2X4 LEDGER I 2X10 TREATED JOISTS R ARSENATE (CCA) 0.4 PCF.
(CDNT,) @ 16' p.C, MAX, WOOD FRICTION P EROSION CONTROL
ILES
~ 1. WOOD PILES " 1. PROVIDE EROSION CONTROL MEASURES ~ STAGING AREAS AS AP
SHALL BE 8 ~ SOUTHERN PINE F _ CARRYING CAP - ACITY OF 5 TONS EAC ERN PINE PILING WITH MINIMUM LOAD ENGINEER.
_ - H UNLESS PILE CAPACITY SHALL BE FIELD ~ - - DETERMINED B Y H UNLESS OTHERWISE NOTED ON THE PLANS. PROVED BY
U RMINED BY A QUALIFIED SOIL ENGINEER. 2~ SEED AND MULCH DISTURBED AREAS WITHIN FIFTE
° 2X 2. MINIMUM PILE LENGTH SHALL BE 6 TREATED DECKING 8 FT. BELOW FT. BELOW GRADE. ADDITIONAL LENGTH EN (15) WORKING DAYS.
2X12 TREATED w BOARD W ~ MIGHT BE REQUIRED IN ARE BEAM (TYPJ ~ / 1/B GAP MAX, i AS THAT CONTAIN SC CONTAIN SOFT SOILS (TO ACHIEVE DESIGN ~
CAPACITY 5 TONS). FOUR TEST PILES WIL I ~ ~ L BE DI WILL BE DRIVEN TO DETERMINE PILE LENGTH.
ETTING PILING WILL NOT BE ALLOWED. - - ~ i,
- _ _ U 3. ALL PILING SHALL BE PRESERVATIVELY
'v TREATE ~ ARSENATE (CCA) 2.5 PCF. 'ELY TREATED WITH CHROMATED COPPER
8'~ SpUTHERN ~ PINE TIMBER PILE I
@ lo'-D' f p,C, S TO 2X10 TREATED JOISTS 4. USE 2% COPPER NAPHTHENATE SOLUTION LOTIONS TO FIELD TREAT PILING CUT-OFF
@ 16' p,C, MAX, POINT ACCORDING TO AWPA M4 STANDARD. )ARD.
-
3-5/8'@ A307
GALV, BpLTS @ C/L BpLTS & PILE
EA, PILE
-1
2X12 TREATED '
FASCIA BOARD
I 4X4 TREATED RAIL PDST I
@ 5'-0' + p,C, 2X4 TREATED PICKETS 10' 4X4 TREAT
- @ 7 1/4' + p,C, ED RAIL POST
~---5 3/4' (TYPJ
5'-0' 1
~'-2' SPLICE 2X12 FACIA BDARD IN THIS AREA
'-2' ' ~
~ ~
W~N~
N
SCALE: NTS
~UN
W ~z~
i
~~z~
~ ~~N
OomN
TOE NAIL 2X10 TO 2X12 BEAM W/2-1Od
GALV, COMMON NAILS EA. SIDE OF 2X10
2X6 TREATED TOP RAIL 2-16d GALV, COMMON NAILS 2X6 TREA ~~w
@ EA, JOIST(TYP,) TED DECKING BOARD W/ 1/8" GAP MAX. ' WA K Y , , AT z
Q
2' z
H
3-16d GALS. COMM NOTCH 2X10 ON NAILS J
-+n~ @ EA, PICKET OR PDST AS REQ'D I ~ O
i
2X10 TREATED JOISTS 2-16d GALV, C~MM~N NAILS @ 16' D,C, MAX, @ EA, PICKET OR PAST 2X6 TREATED HANDRAIL o Q < u
2X4 LEDGER I~• (CONY,)
~ W Q m = J
NAIL 2X4 LEDGER TO 2X12 BEAM ~ 2X4 TREATED PICKETS W/12-lOd GALV, COMMON NAILS @ 2X12 TREATED BEAM (TYP.) i @ 7 1/4' ~,C, uo)
2X6 TREATED BOTTOM RAIL ~ :D Q ~ CONCRETE LANDING PAD O O 3:
f i~ 8'~ SOUTHERN PINE TIMBER PILE 3-5/S"0 A307 GALV.
@ 10'-0' t O,C, BOLTS. ®EA. PILE 2-16d GALV, COMMON NAILS 4,_O' _ z z
@ EA, PICKET OR POST W,L, 2X6 TR W Q 4X4X1/4' GALV, ANGLE @ EACH W
EATED DECKING BARD JOIST W/ 4-5/8'DIA, GALV, C W
1' ANCHOR BOLTS W f ct ' n
COMPACTED SAIL MPACTED SOIL ` QV
4X4 TREATED PASTS @ 5`-0' t O,C, 2X10 TREATED BOARD u I H LLI
2-5/8'~ A307 GALV, _ 2-5/8'DIA, GALV, il Q
Q BOLTS, @ ECNTER ~F EA, _ ANCHOR BOLTS W
~ 4X4 PGST ~ ~ 0 I-III-III I-III < < Q, III IIl III III-1' • ~ ~ }
~ 1=1 11-III- 11--III ~ J
_ -11 Fl 11-111 71 I F:I < <<
_ _ GRADE m ~ Ii~I~IiI- T-1iu~ii~-;-~ ~ - - - I I 1=1I 1 -III-1II--III.-iII ~,Ii1-~~~ I I-1iI-1Tl-iii, iTi I_TI-1Ti-1illi-ii l I I. 1-111-11 -1 I--III < < < - J -III-1-1-1 1==1
.III; III,.-III- I_I11=III-III-111-~ II 3' /I Z-3,000 PS;,/CONCRETE 00 0'-4' MIN, 0
'-Ill;;,lll-
2X12 TREATED X 0 TR A D J T@ 16' ,C <
FASCIA BARD MAX, • i ue °D PROJECT NO:
< DATE: 6/27/06
III=III=III= DESIGN BY: C. HUDDLE
III''-III''-I 2X10 TREATED JOIST COMPACTED SOIL DRAWN BY:
#SBAR @ 8'O,C, 2X12 TREATED BASE BOARD CHECKED BY: C. HUDDLE
SCALE :NTS
SCALE :NTS APPROVED BY:
LANDING DETAIL SCALE: AS SHOWN DRAWING NO.:
SHEET 34 OF 34
D- 7

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12 ~ 13 ~ ..i
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ti~ ti~ ti~ tie 1 0~ ~ GENERAL ENGINEERING k % = C1
G 2' R 2' S 1'$g 'S 5 ,.y5 ENVIRONMENTAL, OZ ti• 0 , m ~ h
2'6 21 ~6 y~2 69 No.C02649 ti~~
2' 1 2' 6 1'11 9~ • q / ~ ~ ti• 6 .y5 ,ti' , T • ..........t Q,~
2' 0 2~ 0 X59 h$ ,~'~~nnuuu0~~ d
9~ 9~ ~ o 9 ~ `~o '
~•9 ~•9 ^~9 X56 ~
g' 0 10' 990 ,0'
S icer Ba ,25 ,tip ~ ,~g. w
p Y w z
z w
LEGEND ~
H 0
40.2 SOUNDING LOCATION AND DEPTH RELATIVE TO MLW
o
APPROXIMATE EDGE OF SHORE LIN ~ 0
m w

DATE SURVEYED N
a
NOVEMBER 14, 2005
GRAPHIC SCALE LAST REVISED
i 100' 200' 400' z
° DRAWN/CHECKED J
Q
MAC/MAC
( IN FEET) ~
1 INCH = 200 FT. APPROVED a MAC Z
a W
SCALE N
AS SHOWN
PROJECT NUMBER W
J ROWB00805C
SHEET NUMBER
W 0 0
0 U

" " NOTES REVISIONS W uj DESCRIPTION o
" c and are expressed in feet and tenths c; INNERSPACE 456 FATNCMETER NO. DATE ISSUED BY APPRV'D BY
" Soundings were taken by
" below mean low water. 0 Z
K 2. Proposed dredge depth ........."P . c• N N
N 3. Mean tidal range s.o•••,•,•,,,,• P 9 OF 1 F-
°a 's sub'ect to silting. The actual de th followin the da5e of the
v 4. The area shown by this chart I ~ wn. These de the were found on survey may be less then the depths sho P
m: Reference to South Carolina State Grid (NAD 83).
5. Horizontal Coordinates Syste

NOTE
(TEMPORARY GRAVEL CONSTRUCTION ENT RANCE)
TEMP SEED ~
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS WILL BE PROYIDED. O
ENTRANCE{S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. o_
TEMP SEED o_ EROSION Q
WILL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD INTO STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY. CONTROL
MATTING w F-- Q
ANY MATERIAL TRACKED EROSION ONTO THE ROADWAY WILL BE CLEANED UP IMMEDIATELY. CONTROL EXISTING GRADE 2:1 SLOPE ~
MATTING GRAVEL CONSTRUCTION ENTRANCE WIL ~ u
L BE LOCATED AT ALL POINTS OF INGRESS AND EGRESS UNTIL EXISTING GRADE SITE IS STABILIZED. 2:1 SLOPE ,
CROSS SECTION 2:1 SLOPE
~ ~
cRas S SECTION ~r 2:1 SLOPE z UPSTREAM SLOPE ~78m STONE O_
~5 STONE z (n
POSITIVE GRADE 1 O% M ~ ~
UPSTREAM SLOP E °o°&°°°a°o 0 0 0 ~ e o'u"e"c" 0000000
t1 aopoooooao 00000000 U
P~ ~ ~ P OSITIVE GRADE 1.OX MAX SIDE SIDE SLOPES °o°o°o°g°g o 0 0 0° ~ °°°°°°o°o°o° 00000000 W 2:1 MAX o
G °°°°a°°o°o° 0 0 0 0
J~ Q ~ SIDE SLOPES no°aooaopao 0 0 0 0 ~ oo°°QOOO00oao 0000000 ~
~J` 2:1 MAX noooaoao°oo 00000000
~ ~~i ~ o° pogo 00 00000000000 ~a ~
~ ~ ~ ~
~ A 8 ~4
y
~.~;a , ~ ~
> , " ~ ~ o
~ .
~ h ~i
~ ~ CLASS "A" STONE ~ ~ ~ ~
8 IN. MIN. DEPTH PLAN UIEW
~ , , ,

PLAN VIEW ROCK CHECK DAM
~
~ ~I~ r r`1 ti ~ -
~ ~ J ~ ~ ~ I ~~J ~ ~
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
i
TEMPORARY SEDIMENT TRAP
CMP RISER
~A I 0 0
~r
Q~ ° ° CMP TEMPORARY DRAIN
RSA °
ON W ~
,W~N~
1pN N
R5 ° ~E ~UN
0~
VARIES ~P W~z~
QO
LEVEL SPREADER ,Q~z~
~~N
TYP. COMBINATION OF TEMP. SEDIMENT TRAP AND LEVEL SPR
EADER 0 ~mN
~C o
NOTE Q a~ ~
8' MAX. WITH WIRE (TEMPORARY SEDIMENT TRAP V w
6' MAX WITHOUT WIRE z
1. CLEAR & GRUB LOCATION OF TEMP. SEDIMENT TRAP.
2. USE MATERIAL FREE OF ROOTS, DEBRIS AND ORGANIC MATTER TO CONSTRUCT BER
MS.
3, PLACE TYPE 2 FILTER FABRIC AND NCDOT CLASS B STON / E IN THE BASIN. NOTE
4. INSTALL DISCHARGE. (LEVEL SPREADER) ~ ~ (n
5. FOR ELEVATIONS AND DIMENSIONS SEE CHART. 1. EROSION CONTROL BLANKET SHOULD BE A MINIMUM OF 5.0 FT WIDE, SHOULD EXTEND 24° OVER O H H
THE LEVEL LID. J Q
CMP PIPE 2. ENSURE THAT THE SPREADER LID IS LEVEL THROUGHOUT ITS LENGTH. °
WIRE FILTER FABRIC
WQ Q w 3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL.) V J ~-y-~ U
SILT FENCE ELEVATION 4. CONSTRUCT A TRANSITION SECTION FROM THE PIPE TO BLEND SMOOTHLY TO THE WIDTH AND DEPTH LLJ
NOTE OF THE SPREADER. 0
18" SILT FENCE) - / 5. IMMEDIATELY AFTER CONSTRUCTION, APPROPRIATELY SEED AND MULCH THE ENTIRE DISTURBED AREA O 0
OF THE SPREADER. ~ Z Z
1. WIRE WILL BE A MINIMUM OF 32" IN WIDTH AND TRASH GUARD 1.0' FREEBOARD
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. CMP RISER
RISER CREST 20 2, FILTER FABRIC WILL BE A MINIMUM OF 36" IN WIDTH AND FASTENED ADEQUATELY TO TH W ui u
E POST, GRAVEL W ° z
3. STEEL POST WILL BE 5'-0" IN HEIGHT 2' THICK AROUND RISER AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE, ANTI-SEEP COLLAR
4.5' X 4.5'
4, WOOD POST WILL BE 6'-O" IN HEIGHT AND 3" IN DIAMETER. NATURAL NATURAL ao / W }
GRASS AREA RASS AREA - J - J 0
FILTER FABRIC CMP BARREL
CONC. ANTI-FLOTATION PAD = w
COMPACTED FILL POURED AROUND RISER CU.YD)
SEDIMENT BASIN
W8 r ; LEVEL PROJECT NO: CE-335
m y„ rc ~ o ~
2.o'H 2 0' DATE: 06/27/06
EROSION CONTROL BLANKET TOP OF DIKE CLASS A RIP RAP VARIE SURVEYED BY;
_ _ DRAWN BY: S. BAKER
SILT FENCE X-SECT ~ L_
3 3 I CHECKED BY: C. HUDDLE
APPROVED BY: C. HUDDLE
EMERGENCY SPILLW • AY .CROSS SECTION " sJMax SCALE: NTS
DRAWING NO.:
LEVEL SPREADER CROSS SECTION SHEET 10 OF 34
EC-9

W
® _ O / ~
~ a d
a
w
0 Q 0
0
0 404 WETLANDS
D
_ . z
O
z ~
o - w
a O_ rr
D U N
W ~ ~
i
842
N.T.S . ~ i 9,928 of ' Q Z
841 ~ 10,272 of
DRIVEW Y IN DETAIL ~Y / 840
1a,eeo .r
839 G. ' 18816 ~ 4
~ 838
9,761 A ~ .~P
837 ! ~ 1 . . 1o,e63 n a~`~. \
836
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- 6 835 - _ laze .r 990
~ f~ 14821 rf a _ 9
834 s 4~ . t 0.765 H ~ '
991 . ~ 0 9 `L 7,063 833 ~ ~
8946 n 992 . 1a4so.f ~ 9
9 832 993 9 °
~ 1 10.411 d 4 ~ 0.67E d 994 ~ .
10,230 d 9 ~ ~ Q ~ 9 ~
995 9,947 d 9
l ~j ~ 996
ae+o d ~O
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998 0 a69e ~r e
. 999 1a1e7 d •
.
1000 . ,z77o ,..F'' ~ 976
l ~ 924 9,o2e .r
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I. n,at9 d O~. 1,617 d 975 L~N~
~ t
1002 928 (v 14,901 . a ~ ~
. 57,91e d s7a N f 7,953 d ~ U
925 . W 9,ee6 ~f ~ z ~
973 `~j 930 a 7,m .f
~ 0.+a a Q z
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923 agile . ~ 7,433 d 933 ~1 W'' L(~
. . r..~ -~"tiy`.. , 934 7,834 d . ) ry-1
~ I 922 . .1 ~ ~ ~ e ~ a96o d ' ~ , 8,898 M 934 N 8960 ~ ~ 971
. ~ / . . I . .1 a5ez ~ ~ >
1003 ~ l . e ~ 0 7z4ez d ~ 921 / W
. .'~v~. • 47B7d ~ 935 esn d t ~ ' i 935 , f / 970 esn .f 7.+~ ~ z
- . .
1004 ~ 920 49651 d ~ A912 of ~ 936 / 969
e,352d 936 7,840 e e,3e2 e o ~
. , ..j ~ 919 ~ 1 4 968 7,461 d I ~
. 1005 1 o,9m d 937 937 v' 967
44,007 d ~ 7,925 d 1 7,925 ~r . 966 7,207 or 965 7,ssz n 8 z
1 918 ' 964 7,978 d 191 . ~ . \ ~ ~ to z
. 1006 ~ 7,609 d IN 536 ~ H 7.809 A 1 ,
. 67.129 d 1 . 1 917 863 J z . 13,605 ~ .
. . . . . . . . . . _ 1 4767 d 939 ~ Q H ' W 939 864
• 1 ~ arcs d ame.r ~ 11,396 ~ Q a I .2
1007 1 • . e7.7ae d 916 • 865 V J mm u W I n,4ee m
. f ~ 9.322 d ' 940 9 7 6.290 d 940 866 = 11ae37.r
4a;~~ ~ e,26e a 867 O I . . ~ n,7ee
~''r!•..... 12 ~ • as2.r 963 ~ ~ O i
. ~ ~!ee.,+~i ~ • 941 • a35o d 941 I . . ~ 4617 .r e Q LL. 350 .r . J. / s6 a J' ~ = z
i'' 1 914 ~ ~ a J 962 ~ W
. . ~ • &904 d ~ 4? 4333 ~ 0 0 ~ • I-L
. / f'' • 942 . • ee21 d 1008 • 913 942 . . 9 a 93 9 \ s ~ W 9 870 I ,1 L_L ee21.f ) f . 948 11,519 ti 8 / W
/ 59.494 ~ • 4619 d 92e , ' . 961 1 a ~ . I . \ 9 7.741 d 0 W
\ • ~ .'9 ~ • H 943 ~-•..i 950 e f 7m ~ 1 9,els a 951 a ~ ~
. . • 912 . .KNEE WAIL. • . w~rLAND 0.691 I \ o ~ U i'• ' 952 871 ~I . CROSSING ? \ ,4
. • 4991 d . . (SEE DETAIL ON Q-1.) . . DETAIL 0.3a7 d 960 10,806 d C 7,J9S ~ W ~ ~ 953 ~ r..
• ~ 944 \ / ~ 1 4x22 d . • 911 'r 8922 d 7,336 d / 1 0 4 ~ 1 . N ~ . .
, • ee07 d ` i 7 .v 959 . . j ~ .,y 954 a935.f 872 ~ ~ Q
• 945 O V J 7,406 11,859 d V / 945 l : Q
. a • 910 4m d • em d 4m d ~ 955 958 ~ . 1 . ~ . 7,391 K 87,6 d
~ / X • ~ i .i' ~ • 956 957 • 873 .l ~ 7,807 d ae22 K 1ao99.r W
` ' 946 . 1009 l^,) ~ 909 ~ 433e d 433e d ie ~ ~ W
. Sa128 H x $463 d . , L..~ 882 \ .J _ 11,299 d
• :a'' . ~ a74 . • / a83 \ r^
• o • 908 947 . 1010 • 4e79 d 10,065 el ~ • 947 x339 a 12,479 ~f V / 1ae65.r ~ 881 ~ PROJECT N0: CE-335 x916 .r
. 17705 d ND • WETLA 4 TAL 4 T 875 ~ ~ W DATE: 06/27/06 880 12,48, rf I .
~ • 1 907 7,n4 r W
a7eo d PG 007 APPROX. 2,3 ACRES • 1 1011 879 a~s~f SURVEYED BY: B. HARRELL ` ~ 877 v I n,>f6 d 878 1t3s4 ~
. 17,409 d • r 1 906 1zso3 ~ DRAWN BY: S. BAKER ~ ~ r' CHECKED BY: C. HUDDLE
. 1 4027 d .
\ ..8841 ~ ~ 1 ~ , APPROVED RYA J. HUDDLE
1012
. . . . . . . . . 18.099 of 905 1 SCALE: 1 = 100 ass . . / .
e,eii of DRAWING NO.:
1013 904 . . . . . . . . 18,863 of 8,799 of V:.. 886 . SHEET 26 OF 34
x403 of l . . . . . . . . . . .1 . . .L
. . .:4.._ ..J . 887
903 SEE SHEET 008 1014 9.092 of 20053 of IL440 -7
\ FP

720 20 4e54 d 151 129 p
a ` . . 13.931 a i31 N aee7 er 133 2a3n N ~ w ~ • ~ a7o4 N ~ >
~ / / 19.302 a • \ O 130 ~ 254 14,aee .t d
~ . ~ \ 719 a,ze5 N 152 132 131 719 \ 9,077 of 9,600 of 11,783 d i- • • ~ 9367 N Q
~1 a 725 a357 a 828 / ta352 a t4,44s a
750 t4,t~ a r 726 253 r ~
. 0 19,857 a ~ 71 i3 718 &963 et \ 153 f 1 Q 4428 d \ 9285 d \ . p \ L..
4 4426a I . . - 727 1a7ao a 827 . 2aooz a 252 \ ~
123ss a 749 / 633 \ 2 635 a7eo a n,919 a ~ 728 ~ t a,2s2 N \ 154 ~ . ~ 717 .
. 19,821 a 9,834 of 1~ 10.183 H ~ 9884 d -
. f 636 826 729 ~ 1a3n a .I 632 \
11,900 a . J 17,927 et ¢ 0.905 a 748 ~ 1 ~ KNEE UVALL ~ 155 11,253 et " .
1am4 a / l,~ 637 . ~ 0 ~ t 357 a 73 a ~ •(SEE DETAIL•ON D- ' e ~ \ 250 156 Z
n,2na 825 ~ • ~ 631 \ i31 \ • \ 4761 N 10,737 N 157 '
na4a a ~ 47 868 r i'• • 9,27o a 7 12.829 a i . l . a7o N ~ 1o,6e0 N 158 • Q 11,074 of -
. . ~ 177sez a 639 . ~ 1o,o3t a 630 5g ~ O ^ 12127 d O 630
.J.... 7921a 824 , a 160 0 7,e21 N h~ neat a 716 d W
1o,m a 746 12114 a / . . 732 . ~ e 11986 H _.._M__~,..... \ _n ` ~
....1 ,6,706 a \ 640 745 14,7e9 a 7 67 ~ r 629 a 161 ~ ' • 27,1e1 d W
I 823 1os19 a . 11,075 a !I 733 7,579 et ~e~eeeee• i p
i ,9,532 a \ - . 715 i a . I 1o,4a7 d ~ 233 ~ o ~
~ \ 641 . .j ~ ~ 9658 N 162 ? 249 \ 24,e9o N
` . y. ~ ae96 a a 4oe6 a • 1 ? 4593 N \ a . l 4oee N ~ ? . . . . .
743 / t ta743 a ~ ' ( e \ ~ •1.... • 714 1 ~ ' 232 10.336 d I 4189 M 163 .
t 734a J e 651 \ 642 9 ~ ~ ~ • e 1 234 3a24z N ~
~ ea22 a • ~ _ \ 10,000 a f 625 `*ae 626 1 . ` 23,709 t n4 a a • a a 737 ~ \ ~J.. 0 1 1 248 12,334 N ~ a 1 1 4499 d
. I 738 11,158 a 735 ~ ~ j . . / 624 ~I ° 627 e . ~ f~ 1 1 A . 627 713 ? 1 .
822 1b109 a 736 12099 a ~ 650 13,143 of ° x925 a 742 n,e72 a ~ ~ v tams a 739 a425 a 17,531 d 6 11,079 a ; ~ e aa2s w 10.575 d 231 1 ~ x226 N 164
740 -1 / 1 1 247 92430 d 2x751 N O 1 1 9375 N Z
( E AiL ) ? 623 e ~ 8.844 a ? I 1698 a v ~ a 49 ~3 1 1 712 1
\ _ _ 1 4557 a E ALL a • 741 ~ w..... _ _ ` ~ e 1o,99e a 1e,47o n 1 ~ 230 . 1 1 4287 N 236 .
s • . 1 246 4452 d 9748 N ~ . 1
. / 652 ' ` 710 ' 10.726 a 1 648 1 622 i' 9,002 a 711 1 ~ 166 11,aee N 1 1 7,032 n .
' 1 I p~6a 12,518a I• q r'' 1 ~ s ~ o 1 ? ? aon9er / ' ~ .
812 , iL857 a _ KN~E...WACL ~ 653 ~ J ~ e ~ . . ~ 709 •t ~ 245 237 ? ~ a74e d 7,598 N ~ . 165 .
"1'~ 9,128 a 1 621 / 5,880 a ~ I' / 18,D01 1. ~ e ~ ~ ~ 1 32753 d ~ . . ~ 7,687 \ ~ • ? J..
er ~ J 1 647 I . I 0.096 a • 813 ~ • ? r a~ N 238 / . .
0.962 a ~ ~ 4 ~ ' . 693 65 . ~ 12969 a a739 a 1 1. / . . 244 168 . 4008 d 7,528 of .
~ . 708 \ I 1x493 a 708 ~ ? 7,rn n ~ 10.403 ~ ~ 1 ..,,,o . .
692 646 ~1 1 243 aae~ d ~ 169 ~ . .
WALL \ 9,795 a 655 ? : ~ KNEE `.:1 a9a'i a . • 706 707 ? 1 9107 N 239 n,a7e N .
(SEE DETAIL ON D-1) \ ? 705 . ? x727 a asso a ss0o7N ° ? 7,ezd N ~ . ~ 242 226 .
tan 691 ! 645 . ~ 704 7,850 a 2 9.855 a 656 ~ 10,96s er e,96t a x795 N lo,ee3 e a 'a4~~, . . ,
.J f \ ~ 703 , ? 240 `~...~{b~_.. ~IA~-CT. 17a ~ . ? 7,eas d V ~ ,
a ~ ° / . . . ~ ~ ~ , .....................v..._. • , ~ . a1e1 a 1x003 a v.... ____v~~.~~ . • ~ 225 0 ~ •
~ 657 1 : • . 644 815 4071 a 1 15,936 a I . 13oee N 241 \ 4+33 N ` 171 ° .
13,985 a I 1 ~ 702 . ~ I 0,350 a 14,207 H 174 ~ •
643 . r6.>8 ? 22365 1 ' 224 19,2ae n,oe4 a 17
. 4751 a ? ~ ~ 701 1 4903 a n,w7 175 ~el a o 1 lease N N. .
816 ? I e n,944 a . / 688 ? ' ~ 176 . . 177 4 N
7,311 a g \ ~ . 65 . 7,972 a ? ` .l • 700 ~ 178 3088 d
. ? . . ~ ~ . 7,e19 a 4.046 H ~ ~ . 223 179 , . ~ .
687 817 4QeM a ? ,~,r . n,159 a 660 ~ • . 4248 of } 4,229 of
. a72e a . : 699 . 4352 a 222 180 ~ a3e r 181 4485 .t .
221 24371 7,307 1
• 818 I 9,017 a / ~ 698 0.020 1 661 ~ 7,936 a e 220 183 r:. 7.545 r ~ . 2a,eao
10,749 a S 6 'r 69 ' 219 184 . . ~ ~ . 7,N3 d 147 N M
I / 685 11,599 a PS 1.696 #5 7 218 \ W ~i l
1x269 M ~ f 662 . . I n,3m a ~ ~ 217 217 ~ 0 .
e ) . . i ~ ,BI3 a r. / ~ ~ ~ / e u 684 696 ~ 7 990 a X813 N ~ N 216
asa a 663 1. ~ laaa a ~ / \ 215 7,960 N r- N
820 36,309 a ) ' , e . ~ ~ea ~ U
821 683 ~ ~ : ~ . ~ / 695 s e 1121 ~ . . 26,n4 a 7,~D a ~ 1x990 a ~4 .310 t . N ~ ~ ~ z
\ Ps 664 ? . I e ar+36 a e 213 1 ,n . 15,807 a ( ~ ~ /n 9,955 ! ' ~J 1
• 1• 1 9034 ~ \ . 1~~05 Q
z . \ ~.l . .
665 ~ 10.332 a 212 • ` . • . 681 ~ n,o31 a 1 ~I 1 ~ ~ N
e,92s a I C •J ~ KNE KNE a j . 30.10 V W
~ 666 I. . ~ . (SEE DET 15,019 a _....M.... . I. 186
. ~ :•v•.~ 680 211 191 187 a as4 a 3,844 ,186 s,
. a ~ ~ ~CNEE WALL 13,1e1 a . f. ~ . . ~ ~ 192 Q
° 13,009 a (SEE N D-1 ~ ,4M • I .I 79 1 194 193 • 629 ( • . / 4,703 p 444 ~
8,567 a 1 13,821 . . 2x353 a _ _ - ~ ~ e 2,142 s. z 2 8.
. . ~ 67 e ~ ' 210 15,589 a 195 . 7A27 a ~
~ Jr 2a71D a ~ ~ 9,573 s t. 1a~ a ~ e ~ 3.128 s.1. ~ . 67 NGAL
248 os ' ' oo / . 677 e ~ . I , 969 a I ~e,
. ~ a e aoss.f. kNEE WALL j s ssr CT. q
. • ~ • L.. . l e ~ SEE ~ • AIL ON . ~ 67 i ~ 1.7ss s.r 55e s I . . . Q
I~ ? . o02sr. z
. • e~•••. etr 2 a J.. o a.r. 21.584 a 198 ~f'. . H I"'
. ° 672 .ou ~ i1i7 ? ~ 4eo a~ 207 V J 2,a5s s r J z
24, 5 e e / 29,099 a ,45s8 . . / 674 1 1 67 . 4. a.f ° . O ~ ~ OC
. ~ / 202 A ' W
_ _ . ° tatty a, . . . / " 3,089 s. Q a u
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75 s 1. . ~ _ 0
. . . . . . . . . . . . . . . . . . ° . . l ~ ~ 0
20 o ~
. ~ 26,2,6 3,6,9 ' ~ z Z
. os J.•.~.~. . J W
. 103 a e 205 ~ ~ Q o N.T.S w ~ oC
. 4550 f. W ~ _ _ _ - _ o ~
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. . . . . . . . . . . . . . . 0 = o
~ o
9
PROJECT N0. CE-335
~ DATE: 06 27 O6 ~ ~
SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
T APPROVED BY: J. HUDDLE WE 4 TAL

PG 006 - APPROX. 39.13 ACRES DRAWING NO.:
wSCALE: 1 ° = 100' SHEET 25 OF 34
FP-6

\ 1 487 ~ 1 / 1 1 ~ / 7,eao rf f >
10,104 of 7878 d 1 1 1 O ? 1 1? ~
1 ~ 1 ~ d 310 ? d
1 486 \ 451 1 7,14a rf ~ Q
71,828 of 7,994 d 1 ~ 1 ~ 1 f ~ '•1 ~
1 / 309 1 Q
485 1 14,481 et 452 1 8,542 of / 7,308 rf 1 ~ ~ r 1 ?
1 484 1 / 1 ~ 1 /
14,809 .f 1 453 1 1 308 ~ 1 1 7,251 of 1 i
483 7,987 of 1 1 1 1
18,219 of 1 f 1 1 1 1 1 1
. 454 / 1 307 1 7'352 of 1 ,
. 1 1 1
455 1 1 1 Z 1 306 1 ? 795 O
7,439 d 1 1 7,409 rf 1 9,333 ~ z 1 1 ~ ~ -
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17,327 of 1 456 1 1 1 ~ 796 0- W 1 305 1 ? 9,eo3 m ~ ~ 1 5,938 rf 1
&247 of 1 1 1 ? U
481 1 / 1 ~ W ? 304 ? 797 p
14,525 a 457 1 7,en eF ~ 7,108 rf ? 8,714 a1 1 M ?
1 1 ? , ?
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13,202 of 458 ~ 7,754 a< ' / ? ? ~ , ?
~ 302 ~ ~ ? 7,so3 rf ? 1? aeDe~
479 459 ` ? 301 ?
11,701 ei 7,834 al ~ 7,D12 rf ? ? 769 / 800 15,oas et
1 ~ ? 9x52 rf 1 j ~
460 ~ 478 i 5,231 el 1 ? 768 ~
naos e ~ i ? ? 801 17,628 rf Z ? 8,739 of ?
461 7,329 of ~ ?
477 Z 1? 767 ? ? ? 802 18853 et O
n,ns er y 462 ? ? 8757 rf ?
0,328 of ,1 ~ 1 ? ? ~ ~ ~ / ~ 803 766
476 ~ 463 11,480 of ~ 7,781 of ? 8,827 of 17,008 rf I'' / ? W
?
464 475 7,548 of ~ 804 19 iii rf ? ? 8,741 rf ? ?1
1as91 " 465 ~ 1?
8,412 ~ 466 ~ / ?1 805 1e o36e4rf 467 ~ ins " W
474 eale ~ 467 14,895 N 8'~ ~ e,3e3 rf /
y~ ? 806 v J ~ 0.37D ai 763 ? • 1De3e rf
473 14,701 a(
?~P~~~~ 807 ~ . 9,2w rf 762 19,a2o rf .
472 15,470 of 1 i 808 ~
471 D,4oD rf 761 r,. . / ,4,D,0 rf r , . .
15,874 H ~ . / 809 ~ V
470 17,891 of ? 9,488 rf 760 ~ .
810 ~ m,ma rf .
{ 811 ~ 759 / D,ste rf 16,304 rf .
469 19,749 of
758 15,741 . r"
757 ~ ".'O t 249 rf ' . .
468 15,781 of c a rf
~ 756 17 f ~ ~ ,592 e J
831 18,287 d 831 755 \ .J 17,288 H 8,287 rf .
754
753 u J. .
830 1s,39z n 830 ~ zo,297 rf ~ Ln ts,39z rf ~ OQ
e 752 ~ ~ i \ j ' 18513 rf ~ ~ N _ t 751 ~
,5,308 rf N
829 829 ~
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~ a,e, er , J 657 1 644 DATE: 06/27/06
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~ ~ , \ ~ / 1 DATE: 06 27 06 ~ ~
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PROJECT N0. CE-335
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SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
~ APPROVED BY: J. HUDDLE
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. ~ 1 410 5 5 4941 d 7,2es ~ o DATE; 06 27 06
. 12,871 d ~ 46
1,3W d Z 9,759 rf 568 569 SURVEYED BY: B. HARRELL i.......°" a409 rf 7,84E a
411 514 7x93 d 567 570 ~ DRAWN BY: S. BAKER 344 a47e rf 7,372 rf \ 47
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~ ~ PROJECT N0: CE-335
. DATE: 05/08/06
: ~ ~ ~ ~ ~ ~ SURVEYED BY: B. HARRELL
~ DRAWN BY: S. BAKER 2 ` CHECKED BY: C. HUDDLE
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o ^ NrnBS: p. 1. INFILTRATION BASINS SHOULD NOT BE USED AS Q TEMPORARY SEDIMEM TRAPS W RING CONSTRUCTION.
z o z 2, CONSTRUCTON CF THE INFILTRAnON BASIN SHOULD Q1 VJ
a ~ a ~o Wo TAIL PLACE AFTER THE SITE HAS BEEN STABILIZED. F.- 3, NO RUNOFF SHOULD ENTER THE INFILTRATION BASIN \ Q
W~ JZ PRIORTO COMPLETION OF CONSRTUCTION AND ME ~ - - COMPLETE STABILIZATION OF ME TRIBUTARY AREAS.
N~ =O Q 4. DIVERSION BERMS OR SILT FENCE SHOULD BE PLACED AROUND THE PERIMETER OF THE INFILTRATION BASIN
WQ F~ FJ FQ Ha DURING ALL PHASES OF CONSTRUCTON. SEDIMENT ANO EROSION CONfTROLS SHWLD BE USED TO I~EP RUNOFF GRADE
AND SEDIMEM AWAY FROMTHEINFILTRAnON BASIN. 5. INITIAL IXCAVATION OF THE BASIN SHOULD BE CPARIED
CWW9Q ~WQ >V >U OUT TO WITHIN ONE FOOT OF OF THE FlNAL GRADE OF Z THE BASIN FLOOR. FINAL EXCAVATON OF THE BASIN
N~ FLOOR SHOULD BE DELAYED UNTIL PLL DISTURBED - O AREAS IN THE DRAINAGE AREAARE STABILIZED, P1L F- EXCAVATION SHOULD BE PERFORMED BY EOUIPMENf ~
v (V "B" DESIGN STORAGE TEMPORARY POOL WITH TRACKS EXERTING RELATIVELY LN~Y{T PRES6URES, Q V 1 THIS WILL PREVEM COMPACTING OFTHE BASIN FLOOR, ~ ~ ~ z
~ "A" PERMANENT POOL WHICH WOULD REDUCE THE INFILTRATION CAPACfTY. ,ri % ~ J O 6. AFTER FlNPL GRADING, THE BASIN FLOOR SHOULD SE '
1~ 2 ~1 4 TILLED TO A DEPTH OF AS LEAST 12" INCHES TO PROVIDE ~ J' ` r' : Z _ AWIIL-AREATED, POROUS SURFACE TENURE. ,'++,rrrr: W O
MAIN BASIN ~ 7. 6PG 80TTOM PND SIDESLOPES OF INFILTRATION WITH r ' _ Z SWITCH GRASS IPANICUM MRGATUM)ATAPATE OF4 • ~ d L~
INVERT "C" SPRG66F. "~f', ~ ~3 Z ~
B. SEED BERMS, INLET SWALES AND DISTURBED AREPS ` O U AROUND BASIN IN ACCORDANCE WITH THE GENERAL N
SEEDING AND MULCHING 3PECIFICATICNS. _ Q W ~ ~ Q S.IMMEDIATELY FOLLOWING BASIN CONSTRUCTION, ir,J`,` ? O
SPRIGGING AND SEEDING SHOULD BE PERFORMED. :"'r', W ',"'ri~~, 1
r rr . :rr, , MAINTENPNCE: 'rf ~ r
1. PRETREATMENT DEVICES ASSOCIATED WffH BASINS / " W SHOULD BE INSPECTED AND CLEANED AT LEASTT'MCEA ;ref";r F,, / ~ Q
NOT TO SCALE YEAR, AND IDEALLY EVERY MONM. r r ~,r .'r, r f r/' : 0 '~rr GRADE ~r'r r" r' ~ ~ ~ ;r ~ :r ~ r~ `r ~ Q 2.ONCE THE BASIN HPS GONE ON-LINE INSPECTIONS r',/' +~t'r` '~r`F
SHOULD OCCUR PFTER EVERY MAJOR STORM FOR THE rFf."~ r'~,~ /r:` ~r FIRST FEW MONTHS TO ENSURE PROPER STABILIZATON ~ ' ' t;, fr~`;~:r ! '
AND FUNCTION. ATTENTION SHOULD BE PAID TO HOW r i~ " I.~ •'r! + r+ LONG WATER REMAINS STANDING IN THE BASIN PFTER A ` "r - ' STORM; STPNDING WATER WITHIN THE BASIN MORE MAN r ~:`r~'
5DAY3 AFTFAASTORM INDICATES THAT THE ,`,'~+'j~r: ~ ~,,r.;'r''„~. J,%,,:, .,`',,;'3'r~,,r~:` . INFILTRATION CAPACffY MAY HAVE BEEN rr`rr i r
OV13iESnMATED. FACTORS RESPONSIBLE FOR CLOGGING r ,f r (SUCK AS UPLAND S®IMEM EROSION AND IXCESSNE r' ,r r ~ r: ;'fir / COMPACRON OF SgLS)SHOULD BE REPAIRED ~ i,`,,'?',:' `r.",,r',:','r",,';;,~,;'/;_;.
IMMEDIATELY. ALSO, ME NEWLY ESTABLISHED VEGEfAnON SHOULD BE INSPECTED SEVERAL TIMES TO / O
0 z 0 DETERMINE IF ANY PFAIEOIPL ACTIONS E DI 1 .rr r~~,'~''~:r ,.r r'+,' "~.`;'.','~r~+:' Q Z (RES E NG, r i, ,J~r : IRRIGAnON, ETC.)ARE NECESSARY. rr.'~~\
a oW r ir` r 3. THEREAFTER ME INFlLTPAnON BASIN 6HOULD BE ' !r, r NSPECTED AT LEASTTWICE PER YEAR, IMPORTAM ITEMS ~ ~ .~~r'~fr
zW TO CHECK INCLUDE: DFFERFNRAL ACGUMULATICN OF ' ~'r.' . ' 6EDIMBVi, EFg90N OF ME BASIN FLOOR, CONOTRCN OR ' ~ , y~ RIPRM AND THE Ff-ALM OF MEVEGETAnON. ER04ED ~ r"/'.
o~ a~ OR BARfEN SPOTS SHOULD BE REPLANTED IMMEDIATELY - a~''r y'y AFTEH INSPECIgN TO PREVENT AOORIONAL EROSION rr` ' rr /r,~r: ~
~F ANOaccuMUUnoNDF M 'r~:!,'•/rfr`~'~ t,``. 1~;' CLASSARIPRAP sEa ENr ; r , r : ~ ~ ~ ~w~ ,a,~~ y~'~~`'`a"a~~~,i`:a WITHNCDCTTYPE2
Q~ Q 4. SEDIMENT REMOVAL WRHIN T1f BASINSHOULD BE '~rrr F •":~•a /r.', fi'r', ~"t. °a Xi~~r'~`i~; PERFORMED w}fNTHE SEGMENT IS ORV ENOUGH SO r,~^`F~',~ * FILTER FABRIC THAT R LS CRACIED AND READILY SEPAPATES FROM THE ~ r r ~ r ' ~ "
Q~ Q U~ O BASIN Fl00R. i;'~; m^~:V~, ~yK~N<•t a~i~,x,
iv F .i ~ 5. LIGHT E-0UIPMEM, WHICH WILL NOT COMPACT THE GRADE / r, l N ~C,.,~'~' . n`x;•:C~C; UNDERLYNO SOL, SHOULD BE USED 70 REMOVE ME TOP r r < ~ LAYER aF SEDIMENT. THE REMNNMG SOIL SHOULDBE ~l r`' 'irE .t~
"B" DESIGN STORAGE (TEMPORARY POOL) ~ TA I FD AND REVEGETATEO AS SOON A9 POSSIBLE ~ r A~.~ ~ ~ L~; ~ ~ u° a r, r. ~,"~r,E , , . ; ~ ~ ~ ~ ~ FLARE
t "A" PERMANENT POOL BASIN 1rr`:" ~ ~ ~ x r ~'"e~1~.~~A~~:;~?°~~~ EMERGENCY
WEIR ®D J1 .r/,r":"',rlr, . , y~~,. SPILLWAY
MAIN BASIN FOREBAY rf: ;~,r DITCH r ; r~ ` rr r', r"' ' r'rirr : f
POND INV. ®"C" FOREBAY INV. ®"E"
~.'rr r: '
;r~ r~ ~r'; ; it r
,r'f ~ 'r SEDIMENT ~ r`, i"
NOT TO SCALE r',~~ .GRADE r'ri,.
j
;r/. rjr , ;
~;f f,
rF r', r ;r ~ ,
INLET CHANNEL r
CLASS A RIP RAP r ITH NCDOT TYPE ~'r'
FILTER FABRIC ,r ~ .
NOT TO SCALE DffCH
(FlNAL DESIGN DIMENSIONS) G ' BADE Ln
MM W
N~
N
" U N
A B C D E POND ID ELEV ELEV W Z
(ELEV) (ELEV) (ELEV) ( ) ( )
Q
KATYDID POND 17.0 18.0 11.0 16.0 11.0 Z ~ TYPICAL INFILTRATION BASIN PLAN VIEW ~
~~N (SEE DRAWIN65 AND TA6LE FOR LOCATION AND DIMENSIONS) ` 1 W
~1 m u J W
N O
TWINING ROSE POND 15.0 16.0 8.0 14.0 11.0
w
z
SPICER LAKE 17.0 18.0 8.0 16.0 11.0
PAINTED LADY POND 18.0 19.0 12.0 17.0 13.0 z Q Zz
H (n
~O ~z
0 oc 0
Note; W Qz~
u ~ (n w m
The submerged vegetated shelf of the wet detention pond shall be planted with adequate U _ ~
vegetation at the frequency specified in the table below. The table below lists acceptable wW
plant species. (Other species may be substituted from the list provided in Appendix A of the ~ ~ ~ D
2000 Maryland Stormwater Design Manual for hydrologic zones 1 dt 2) 0 ~ ~ z ~
z W~ W w
L_L_ O
SHRUBS (one per 200 sq ft) (must mix 2 species minimum) Inr/ W L__L I~
R Y w EME GENC 0 J r 1 SPILLWAY W V
Common Name Scientific Name INLET CHANNEL I"~ Q
Dn• INVI , DR INLET CHANNEL CLASS A RIP RAP WITH ~ 0 INVERT CLASS A RIP RAP WITH ~ ~ U FILTER FABRIC 7~q.°~ FILTER FABRIC ;;Y< ~;~i~~r:~~<° 7
wthe Rod Viburnum cassinoides _ _:;jL,y..,,':.. 3'q nY*.~iietidT ~ e•, , i' I I I I~ , h ..~CO ' \ - ~ DESIGN 2 YEAR 24 HOUR STORM
J ; ,~w~: , ~.ih 17 CLEAN SAND .,•~ie«d~ ~~;;i ~ O
Maleberry Lyonia ligustrina rx..x;yY:$yay r..Y:~: ~ ° , ~ ; ~ a •r; ;a St,~:,: h, i3xx,iH~ln,ay~y vl.,..,~ ;t:';'yit,^3a..~1 ~ ~ .e.,.~i• ..~,L.°~..,,H ;~~:~`;1:.., .,Z;•:. ~1.,:,. `T'~j'~ ",i!'!x'~i#?~~at~F `F°°•• :,xy,~~,~1,,. ~;~;~Yx :R~+2' ^,c,«< ~^„n, ^.Y.:S<.~T., t;n!;.~,r:S<., ;..,~;~~,O~s: , •~s. ^ ^v:. .,:.y,~~;. ~•v L , 7yy:A , ' , .:;rLx • ':a;•,• ~;~3 v;ea;',.'Tveti7:\r: ht:3Fa: ~t~ry ,~:ny:: w,' "Wx' .:"ti;:c"4'`~~'` . . , , : _ , . , ~SP SOILS' saT a , ~ ~a:xe;~:r~x> °T~`,> ~ _
Marsh Elder Iva frutescens r ~ ~ y~ F. ayy i~~`:.'y\`~:~~~x`y. :d.`:ngS~y:3,.cy.~ , .A~. ~ Yxa\hy:.M L~\y ~ -`~x~ ...''Y`K;w "
r., ,.~:a;,:.;~,y:.,;;::,;~: ; ...;M~,~': ~ NFILTRATIDN BASI~ "a:: ; I _ , a~a, SEDIMENT FOREBAY ~ ~ . v
M NSIDNS VARY DIMENSIONS VAR ES exL~i , .n}~..y,c:nyc.,`~ ~t~~,,M <ra~ caM;at^,'i r~'~,a~ ; ;u,~, Mr? ~ h.u ;,...;L-r;. e :..~,.....;a...,,,.. ~ ~ ~ ~ : e ;3::: i`..i;a" ".yi;,..,;t:;.,;i:.•°'' • h;a.~,:.il~...l;:.w'"~a...,;;..:"a" ,a. Z u~<x...' ; ~ p A":tia,~~~x' , ~~a0:„at , -1 .h;~..u: "v-, °'~~;ag;~dalFx , ' ";t ~Y;:S tea. 'r;ra 1 yip 3'•y~'" ~ •~un~• sd~~hyi`e`0
Herbaceous (one sprig per 20 sq ft) (must mix 3 species minimum)
Common Name Scientific Name Common Name Scientific Name PROJECT NO: 82-001
I DATE: 06 27 06 ~ ~ B
American eelgrass Vallisneria americona Swamp Aster Aster puniceus
Arrow-head Sagittaria latifolio Marsh Arrowgrass Trigiochin palustre (FOR I10RIZONTAL DIMENSIONS AND ELEVATIONS REFER TO TABLE) SURVEYED BY: DRAWN BY: SBK
American lotus Nelumbo lutea Fox Sedge Carex vulpinoidea CHECKED BY: CTC
eppRrn~Gn av. rm
v~u ui
Water Lily Nymphaea odorato Woodrush Luzula bulboso SCALE:
Common or Soft Rush Juncus effusus Spreading bulrush Scirpus divaricatus DRAWING NO.:
SHEET 29 OF 34
D-2

D W
~ 1 O
FLARED END NCDOT SECTION RIPRAP U ~ U d
(SEE TABLE Q
FOR SIZE) w
J~ GENERAL NOTES: ~ Q n ~
HAND PLACED ~ ~ 1. CONCRETE: 28 DAY COMPRESSIVE 4'-O" 6'-O"
DENSELY COMPACTED C BACKFILL TO 1 FT. ~ 72" 72" 2'-6" STRENGTH F'E = 4,000 PSI
ABOVE TOP OF PIPE Do Q Do + La 2. STEEL REINFORCEMENT: ASTM A-615,
Grade 60
D PIPE PIPE ~ ~ "oo BED ED ~ O.D. C °°°e • .f-- .f-~' ' o 3. MEETS N.C.D.O.T APPROVAL TO 10' FLOW FLOW FLOW
DIBz3" D14 °ovoo°" MINIMUM STONE 6" Depth. o
EMBEDMENT AS ~ 'N
INDICATED. GREATER IF ~ ~ REQUIRED BY 4. SOLID BOXES MEET H-20 LOADING TO DI-3B ~ Z 15' Depth. DI-3A DI-3C E O_
MANUFACTURER Yz pl E 'v z ~
SHAPED STONE 0'D' La 24" DIA. CAST IRON LID CAST IRON LID S, PRECAST BOXES APPROVED FOR N.C.D.O.T. O ~
TO PROVIDE BEARING 24" + O.D. MAX. AND FRAME MARKED AMEMARKED STANDARDS: 840.01, 840.02, 840.04, BARS C ~ ~ W I DRAIN' 840.05, 840.11, 840.12, 840.14, BARS G 3-#5X3'-2" ~ ~
ALONG ENTIRE LENGTH 12" + O.D. MIN. "STORM DRAIN' OF PIPE BARREL 40.18 840.19 ~ U 840.15, 840.17, 8 5 1 2" ~ ~
6 OZ. 840.26, 840.27, 840.28, 840.31, w 840.32, 840.41. ~ o
(0'-8' DEPTH) " 1, FILTER a~
PIPE LAYING CONDITION A 5 FABRIC MIN. 60" 6D" 7. ANY MODIFICATION TO BOX MAY NULLIFY H-20 LOADING ABILITY. ~ N PAVEMENT ~ rn o
~ y ~ N 8
HAND PLACED RIP RAP APRON ID Do La Do + La RIP RAP HEIGHT BASE SECTION + ~ ~ HEIGHT Q ~
DENSELY COMPACTED VARIES VARIES WAFFLE D p 7 1 4" ~ /
BACKFILL TO 1 FT. DI#10-0 36" 20' 23' NCDOT CLASS B H MAX. PIPE DIA. AVAIL. I } ~ 3"D WEEP HOLE • ~
ABOVE TOP OF PIPE DI#19-0 24" 12' 14' NCDOT CLASS A 6" ' 3'-6" 18" YES Z
PIPE D!2 RISER HEIGH BEDDED PIPE O.D. D18z3" DI 28- " 0' 8 RISER HEIGHT 4 -6 30 YES ~ o'-a° 5 -s 3s YES THROAT DETAIL ~ o
# 0 36 20 23 NCDOT CLASS B 1'-4" 1'-4" 6'-6" 42" YES Z WHERE GUTTER
MINIMUM STONE 00 MH STEPS RE D ~ Q
EMBEDMENT AS DI#32-0 24" 12' 14' NCDOT CLASS A INDICATED. GREATER IF LIFTING HOLES (4 EA( G HOLES 4 EACH WHEN D DIM NOT INDICATED
REQUIRED BY DI#34-0 18" 8' 9.5' NCDOT CLASS A EXCEEDS 4'
MANUFACTURE ~ DI#119-0 36" 20' 23' NCDOT CLASS B 60" 60" 60" so" 8" 2'-8" 8» SEE STD SET 60"
SHAPED STONE zPIPE SECTION A-A
TO PROVIDE BEARING O•D~ 24"+O.D.MAX. ALONG ENTIRE LENGTH 12"+O.D.MIN. DI~128-0 36" 20' 23' NCDOT CLASS B
OF PIPE BARREL 6" L2Y~ X 2Y~ X Y4
DI~l66-0 36" 20' 23' NCDOT CLASS B REINF BAR SCHEDULE -ALL #5 GALV
(<8'-16' DEPTH) DI~l81-0 36" 20' 23' NCDOT CLASS B LENGTH N0. PER INLET TYPE
" " 6,. PIPE LAYING CONDITION B BARS EA BAR 3A 38 3C H 6" 10"
DI 2-0 36" 20' 23' NCDOT CLASS B H 6" C 5'-7" 1 3 5 » »
NOTE: IN INSTANCES OF HIGH GROUNDWATER (WHERE GROUNDWATER IS DI~95-0 36" 20' 23' NCDOT CLASS B 1 ~2 X4 w WELDED
ENCOUNTERED AT OR ABOVE BOTTOM OF TRENCH EXCAVATION) THIS 3° ~ STUDS
DISTANCE SHALL BE A MINIMUM OF 18" AND STONE BACKFILL SHALL BE DI#102-0 24" 12' 14' NCDOT CLASS A G 1 -0 6 4 2 , 2 CTOC
NCDOT X57. DI#111-0 36" 20' 23' NCDOT CLASS B
NOSE DETAIL
DI#147-0 36" 20' 23' NCDOT CLASS B 6"
EWER 6°' R DI#160-0 36" 20' 23' NCDOT CLASS B NOTE: SOLID BASE SECTION AVAILABLE
WITH CAST OR CORED OPENINGS. NOT TO SCALE DI#187-0 36" 20' 23' NCDOT CLASS B NO TO SCALE
DI#195-0 36" 20' 23' NCDOT CLASS B
DI#198-0 36" 20' 23' NCDOT CLASS B
NOT TO SCALE TO SCALE
NOT TO SCALE
00 ~
24"DIA. CAST IRON LID AND FRAME MARKED ~ N
TRASH SCREEN - #5 REBAR @ 4" O.C. 'STORM DRAIN" ! ~
EACH WAY. WELDED TO "L" 3X3X025 FRAME. ATTACH TO BLOCK WI 0.5" DIA #3 ®12" O.C. EACH WAY
FLEXIBLE PLASTIC BOLTS 12' O.C. MIN. EPOXY COAT "BLACK" SUN
TYPE JOINTS AFTER FABRICATION. MOUNT FLUSH WI 6"THICK 3000 PSI W z •
OD ID E OUTSIDE CONCRETE CAP
RIM ELEV."B" Q 8" #3 L-BAR Q 12" O.C. Z

K ~~N
S" BOND BEAM m 24"DIA. CAST IRON LID N
(1) #5 CONTINUOUS AND FRAME MARKED
OVERFLOW WEIR ELEV.'C" C B t"STORM ELEV. "STORM DRAIN" ' RCP PIPE DIA "D1" ~ ~j
16' ..A" - Q ..A" 16° W
MIN MIN z
OD H J ID PERM POOL ELEV. "D"
~ PL 8X8X518" W/ 4"DIA. STEEL PIPE. ELEV."H" oaooo aoaoao°
11 A ATTACH TO CMU WITH (4)112" PVC PIPE GROUTED L~ EXPANSION BOLTS. EPOXY COAT DIA "D2' PIPE GROUTED oaooo "D2• CMU OR PRECAST ° o 0 o c o°
AFTER FABRICATION. BOX TRASH SCREEN a n
M ~ (SEE NOTE BELOW) 45°
L #5 16" O.C. PROVIDE 9"BEND
WALL z Q Z J
STAINLESS STEEL ' TOP OF FOOTING ELEV "E' L,..I
HARDWARE CLOTH SPECIFICATIONS: N.C. DEPARTMENT OF TRANSPORTATION 8 CLAMP „ (GRADE) J Q
..F.. , < ~
W w 3000 PSI ~ Q
ID WALL OD L A B C E F G H J K M WT ~ ~ - - - ( m ~ ~~h~~~ CONCRETE FOOTER V) U W
12 2 16 75 4 23 51 23 14 13 13 13 1 1 722 8" #57 STONE „G., - ..G,. ~
15 2 19 74 7 27 47 30 17 16 17 16 2 2 1038
SECTION VIEW #3 @ 12" O.C. EACH WAY 0 SECTION VIEW 3"OFF BOTTOM PLAN VIEW = Z
18 2 23 74 9 27 47 36 20 20 20 19 2 2 1426 U
W w ~
24 3 30 80 9 43 37 47 27 27 26 26 2 2 2137 W ~
o W
30 3 37 77 12 54 22 60 34 33 33 32 3 2 2990 1 D2 A B C D E F G H F"( POND ID D ~
36 4 44 97 16 60 37 71 40 40 39 39 3 3 3960 (IN) (IN) (IN) (ELEV) (ELEV) (ELEV) (ELEV) (IN) (FT) (ELEV) C G
W }
42 4 51 98 22 61 37 77 47 46 46 45 4 4 5160 K~ KATYDID POND 12 3.00 14 19.0 18.0 17.0 14.0 24 6 17.0 ,J
~ 0 o
48 5 58 99 25 70 29 83 53 52 52 51 4 4 6480 _ ~
TWINING ROSE POND 12 4.00 14 17.0 16.0 15.0 13.0 24 5 15.0
54 5 65 104 26 65 39 89 59 58 58 57 4 4 9370 TWIN
60 6 72 103 28 57 46 96 65 65 64 64 4 4 11650
c
SPICER LAKE 24 6.25 14 20.0 18.0 17.0 12.0 48 6 17.0
NOTE: EACH STORMWATER PIPE OUTLET SHALL PROJECT N0: 82-001
HAVE A FLARED END SECTION ',DATE; 06/27/06
PAIN PAINTED LADY POND 12 3.00 14 20.0 19.0 18.0 15.0 24 6 18.0 SURVEYED BY:
DRAWN BY: SBK
NOTE: DECANT ORIFICE PIPE FOR SPICER LAKE SHALL BE PL 16x16x%" WI B"DIA. STEEL PIPE. CHECKED BY; CTC
NOT TO SCALE ATTACH TO CMU WITH (6) Y EXPANSION BOLTS. EPOXY COAT AFTER FABRICATION
APPRf1VFf1 RY~ CTC
SCALE:
POND OUTLET STRUCTURE (TYP.1 DRAWING NO.:
NOT TO SCALE SHEET 30 OF 34
D-3
I

W
= 2 O
U U ~ d d
Q
I~ ~ W
\ \ Q ~ ~ ~
35,
~ , --?~10,0--j- 5, 10 7 149,
I ITl N I TRANSITION TRANS 0 z
SLOPES SLOPES I DETAILS OF GAZEBO AND O
10% I 6% I j MAINTAIN A 3'-0" MINIMUM CLEARANCE I j I FROM GRADE TO BOTTOM OF DECKING FLOATING DOCK Q I NOT SHOWN FOR I I I U j
j OVER WETLANDS AND 6' OVER CHANNEL CLAIRITY PURPOSES ~ ~ NEL (SEE PLAN VIEW) ~ ~
I j AS DIRECTED BY CAMA
I j I I TIMBER APPROACH Z z I Qz o
CONCRETE RAMP ~ ACCESS PLATFORM ~ ~ z
SLOPES 18% I FLOATING DOCK I I 0 3 ~ ~ I I I I I I I I I I I ~ O 0_ W
I I I I I I I ~ _ ~ ~ N U
' I j i i i i i i i i i Y ~ ~
~ I U m ~ O W
~ N } Q
I I I I I ~ I I I I ' ~ rr ' I s' r'. ' 3 Q
II , II II II - II _ _ I _ 1 I ~ ~ W i I ! , W O
NHW Y _ -I^_ - . ---x-11 - - - ---ti--- 1 I -rb _ _ _ _ _ ~ . - - ~ - ° . ' ' 'R-'- r•"` ;------;~•1----- - - - •~i i r j ~ --fi'i-' 1 4 - ^-I -t 1. ~ - r~~ - C7 - J I_ Z ~
I I t I I.: I,I• ti I tl . . Q r r. r..::. r r ! r. r._ I ~ _ I L ~ ! U
L.I~ .1 ~ ~ I I 1t I I I I -I I F i1 I I I I 1? p11 wNn r, 'i'~ I'i' r ~ a r c BULKHEAD.
I I I'-I ~ I I , I t I I r ' I I ' ` i RAMP TOE EL. 11 t I 11 ' i t 1 I' ~ I i ~ 1 ~ ' Ili ~~I
II 1 tt -3.o MLw I I I I ~ I I r I , I t t I ~ I I 11 t I I ~ I 1 ~ L ' ,I ' f.
1J iI _II 1t II II I I f I t t I I I I 1 . ~ N r- O f' p O Z
11 I I ' I t I I I I 1 II €I , II II II 11 , ~ + L
1I tI I II 1t II II 1 I I I I ~ I I f( I I I I I la
~ ~ ~ Ld ~ ~ ~ i I ~I
3t ~ O
w 0 Z
W 10' ~,C. TYP Z w Q lei ~ U
WI ~ ]I I ~I WI m 3 a
0 3 KINGS CREEK n WETLANDS z a J O In ~ O d f~
NOTI NOTE:
FLOC FLOATING DOCKS SHALL HAVE DOCK STOPS TO PREVENT
THE THE DOCKS FROM SITTING ON THE BOTTOM.
SCALE= 1:10
_ _ ~ _ _ _
1
~ ~
'co`r' 'r 00 Ln
N~
N
} WIDTH OF KINGS CREEK CHANNEL ~ d-
UN
~ WZ
Q Q ~ ~Z
~ \ ~~N J~ - .0 ~ W Ln
mN
O
I VINYL BULKHEAD
II ,IIII Q PEDESTRIAN WALKWAY ALLOWING FDR THE TRANSITION ~J
IIIIII IIIIIIII ADJACIENT TO THE BOATRAMP FROM ASPHALT PAVEMENT TO ELEVATED BOAT RAMP z AT THE SAME ELEVATION
(IIIIIIIII .IIIIIIIII
IIIIIIIII illllllll~
IIIIIIIII' FLOATING LAUNCH DOCK I I I I I I'''
,(IIIIII ~ illllllll
IIIIIIIII•( IIIIIIIIIII, I I I I I I I I I I I I I IIII
illlllllllllllll IIIIIIIIIIIIIII~ - _ z Q
IIIIIIIIIIIIIII' 'IIIIIIII I I I I I I FLOATING DOCK Z J
J IIIIIIIII Iilll IIIIIIIII ' I I I ~ ACCESS PLATFORM H ~ COVERED GAZEBO Q
W - IIIIIIIII' I' IIIIIIII 15' BY 15' DECK WITH J 1' EAVE OVERHANG ' O
35. .II IIIIII IIII IIII COMPOSITE DECKING ~ W
IIIIIIIII' . .IIIIIIIII 0 W W/ 1 GAP BETWEEN BOARDS _ _ _ Q TO ALLOW LIGHT TO U
IIIIIIIII IIIIIIIII VEGITATION BELOW v f
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' .A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII' a
0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I
_ . Q 0
I- ASPHALT ~ Z
I DRIVEWAY F.. W
: Q w
- ~ 0 W
' !I Q W m
' ! H : ' OC
I
W ~ Y _ _ - J _ ~ U
- - ' - - J
I ~ O
5, Vl 170, 2
I
EOW ELEVATED CONCRE DECKING SPACED MIN 1' TO ALLOW ' TO ALLOW ELEVATED WOODEN °
BOATRAMP SUP TED ON LIGHT TO REACH VEGITATION BELOW ALUMINUp4-~AFLS RAMP TO BE DESIGNED IN ~ATION BELOW APPROACH OVER WETLANDS a
VINYL BULKHEAD TO ACCORDANCE WITH NC DOT PREVENT EROSION HS15 CODES MAINTAIN MIN 3' CLEARANCE ~ ABOVE GROUND PER DWQ ~I
AS NEEDED & CAMA REGULATIONS ~
~J~' ° PROJECT N0: CE-335
W NH DATE: 06/27/06
_ SURVEYED BY:
FER - DRAWN BY: S. BAKER
F 6 ~ CHECKED BY: C. HUDDLE
. e~
1`' APPROVED BY: C. HUDDLE
~ SCALE: NTS
DRAWING NO.:
PLAN VIEW SHEET 31 OF 34
\ SCALE= I:10
D-4

A ! W
2 = O
_ ~ _ - U U ~ a HEAVY DUTY PILE GUIDES ~ d
(S) WOOD PILING (TYP) ' W/4 HDPE ROLLERS I` Q
i' PER GUIDE r ro w N H
_ ~ \ Q ~ ~ ~
1 0 1.... rt
IN M IM • • • _ • 12, ,0 12. ~ COVERED GAZEBO -
30, z
0
Q - U } _ ~ ~ Q
O ~ Y In ~ Z J z
a 3 O
10 90 Q8 o ~ 8 7 6 5 ® 03 Q2 10 ~ ('0 ~ w z 0 ~ ~ ~ ~ -
O Q ~ ~
0 ~ ~ d W 0 g J ~ ~
0 Y W ~
U \ w O U1 ~ ~ ~ o w
• z_
FIXED PIER Q J 148. o 0
FLOATING DOCK WITH ENCAPSULATED FOAM FLOTATION fH 4 UTILITY PEDESTAL ' X 30' w Q RAILING ALUMIN M ~ )N POWER ONLY (TYP) U z
& COMPOSITE DECKING IG ACCESS RAMP =
U
S SCALE= 1:20 "o o Z
SCALE= NTS
COVERED GAZEBO
0 ALUMINUM RAMP
(s) u (B) WOOD PILING (TYP) RAILING
WATER LEVEL
FLOATING DOCK WITH IT1NG DOCK WITH
ENCAPSULATED FOAM FLOTATION & COMPOSITE DECKING FOAM FLOTATION dPOSITE DECKING
SCALE= I :20
NOTE: FLOATING DOCKS SHALL HAVE DOCK STOPS TO PREVENT
THE DOCKS FROM SITTING ON THE BOTTOM.
~N~
N
SUN
Wz
3 3
0 0 3 3 ~ rn Q i o = ~ ° w z
W W z ~ w z j a a
I I I m ~ \ ~~N I I I I I I~ W b ~ ~ ~
'mN
COVERED GAZEBO o ~ I I `i I I
I, I I 30, Eow Q n-
ELEVATED W
PEDESTRIAN PIER h.;, I I I I I I ' I I z
0
I >I I I I I t
0
~ I I I I I ,i I^
0 VI z a
8, L I <:.I 4~~ Z J I H H
SCALE= I:20 I I I ,I
J O ~
. I I " , ~ ~ W
ALUMINUM ELEVATED BOARDWALK OVER _ - ACCESS RAMP WETLANDS CONNECTING TO f , I ~ ~ I W Q
TO FLOATING DOCK UPLAND DEVELOPMENT ~ u m
a ~ I 1 I I
Q
E- o ~ _ Z z
I-
Q ~f ~r~ W
I~ W ~ 0
MAINTAIN A 3'-0" MINIMUM CLEARANCE W ~ m
COVERED GAZEBO FROM GRADE TO BOTTOM OF DECKING OVER WETLANDS AND 6' OVER NHW H fY
AS DIRECTED BY CAMA
~ O o W } o ~
U1 J ~ U
O 0 0
D
NHW
" , ` V I ttll 3 i c
EXISTING GRADE
i f I 1 I 1 I I
10' ~;C, TYP 3 0 PROJECT N0: CE-335 N
CROSS BRACING J I I I I I I I ZI I DATE: 06/27/06 ~ a
AS NECESSARY WHERE W HEIGHT EXCEEDS 5'-0" Z J ~ ~ SURVEYED BY:
ABOVE GRADE W QI 31 13 31 'm ~ a DRAWN BY: S. BAKER ~I 13 ~I I I I
u1l u'I I W ~I ~ °w z ~ ~ I"~ CHECKED BY: C. HUDDLE
I I I I
~ ~ ~ ~ APPROVED BY: C. HUDDLE
T T T r r i SCALE: NTS
DRAWING NO.:
jhPEDESTRIAN PIER ELEVATION VIEW SHEET 32 OF 34
SCALE= 1:20
D-5

D
18'-0" ROADWAY BOLT WALER T4 STRINGE 9'-0" 9'-Q" TIMBER WALER i ON B" ABC z s~~N GENERAL NOTES ~ ~ o
R ECKING 1. CONSTRUC110N LAYOUT SHALL BE BY 7HE CONTRACTOR Q
- SEE 5103 FROM BENCH MARKS AND BASE LINES ESTABLISHED ON SITE.
EL. -SEE S109 DATUM IS MEAN SEA LEVEL (MSL = OAO). ~
2. ALL EXISTING U11l1lIES KNOWN TO THE ENGINEER HAVE BEEN SHOY4N ~ °
o ~ 2'-9" 4'-9" 3'-9" 3'-9' 3'-9" 3'-9" 4'-9" 2'-9„ • _ - - ON 1HE PLANS. HOWEVER, THE INFORMATION SHOWN IS APPROXIMATE
E~ . ~ AND NO GUARpNiEEIS MADE AS TO ITS DOMPLETENESS OR ACCURACY.
THE CONTRACTOR SHhLL NOi1FY THE REPRESENTATIVES OF ALL o
~t~ I ~ r~;;,,~~ ~ ~ ~ i f~;:.¢~s,J \ ~pZ COFAPACTED BACKFILL 0~~ ~ ~ ~ ~ la'ih ~ w I L•-i ~1 ~ ~ k`~ IN 8" LAYERS TQ 95:~ BACKFILL . UT1LITlES PRIIXt TO STARTING TO EXCAVATE AS REQUIRED BY NORTH CAROLINA GENERAL STATUE CHAPTER 87-102. o Q
i TQ 95~' TIMBER PILE CAP 3. DESIGN LIVE LEADS: HS 20 TO MEET NORTH CAROLINA LEGAL LOADS. o Y N
0 ~ ~ ~ ~ a ~ ~ I o ~ ~ DENSITY O O.M.C. / O ~~p~R o I ~F~UULpER~ SHEET PILES ~ f, SK } I I ~ ~p~ 5EE S104 WASHED FlLTER ~s „ , / \ r ~ ~ ~ a ELCVARIES FILTER ~ABRIC ~ ~ ~ 6 ` STONE (~i7) .M.C. BOLT - WALER TO PILE BRIDGE: WEIGHT LIMITS Q 3 0
~ }s ~_q -PROVIDE OGEE WASHERS SGL AXLE WT, 20,000 LB ~ F o j
~ ANCHOR RODS TANDEM AXLE WL 19,000 LB EACH X 2 = 38,000 LB
~Y GROSS WT. PER N.C. LEGAL LOAD TABLE - g ~ ~ ~ EL. -SEE S109 q, p~~g; UP TO 80,000 LB ~ ~ w
p I I 3 I I * ANCHOR ROD ' I I g S~ ~ SEE 5109 FROM TdP TO ~ ~ ~ -SEE PUWS
s`o• ~ ~ i , ae s~~o ~~Ee pow I ~o FOR LOCAT10NS ~ TIMBER PILES "CLASS B" DESIGN CAPACITY: =20 TONS WITH 24' ~IIN. o w °
NS EMBEDMENT. JET PILES TO WITHIN 3' OF EMBEDMENT DEPTH. DRIVE Q
_ o ~O 1 LAYER FlLTER FABRIC REMAINING 3' WITH A HAMMER RATED AT A MINIMUM OF 12,000 FT-LBS. o 0 ER FABRIC SEE GEOTECHNICAL REPORT FOR ADDI110NAL DRI4ING REQUIREMENTS. w ~
_ _ _ _ _ _ _ _ _ _ ~ ~ T&G SHEET PILE 6~0• - 6.0 'ILE ILE -SEE 5103 b, TIMBER CATWALK/PILING MATERIAL: a
CAP: NO. 1-DENSE, SD-19 S.Y. PINE, S2E OR ROUGH, PRESSURE ~
S 104 S E C TI 0 N TREATED TO 2.5 LB/CF PER AWPA C2/C9, C14, & UC5.
CONT. ~ ~ „ CO T.1 STRINGERS: SELECT STRUCTURAL SD-19 S.Y. PINE, SOS/52E, PRESSURE
TREATED TO 2.5 LB CF PER AWPA C2/C9, C14, do UC5.
SHESEEPS 03 i~ 1 1 I~~~ ALER -SEE 5104 ( OTE: NOTCH BO OMS AT BEARING ON CAP AS Z
NOTE: REQUIRED FOR STRINGER TO HAVE SAME DEPTHS)
DECKING, POS75 di RAll1NG: N0. 1-DENSE KD-19 S.Y. PINE, SOS,
5103 I I ~ ~ u5103 SHOWNAFOR OT PRESSURE TREATED WITH 2.5 LB~CF
- U CLARITY -SEE 5105 TIMBER R DECKING - CARRIAGE S108 do DECKING) do 2.5 LB/GF (POSTS/RAILING)
TIMBER RAIL W/ (2) S107 ER A4VPA C2/C8, C14, de UC5.
CARRIAGE BOLTS PILING: "CLASS B" GREENHEART PILES WITH 12" MIN. BUTT, SELECT
- - SEE 5103 p~ STRINGERS & WpSHE ~ - - r-~ - -SEE 5103 T1M CURB (C.S. OUTSIDE FOR NUTS GRADE.
& WASHERS) SHEET PILING: N0. 1, SD-19 S.Y. PINE PRE55URE TREATED TO
2.5 LB/CF WET REiENT10N PER AWPA C2 & CS.
TIMBER POSTS fi. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED. UNLESS
NOTED OTHERIMSE, USE CUT WASHERS UNDER ALL BOLT HEADS AND NUTS.
UMBER CUR S101 PARTIAL PLAN -END ABUTMENT MBER CURB SCUPPER BLOCK NAIL SIZES AND NUMBER ARE NOT SHOWN. USE ACCORDING TO GOOD
CARPENTRY PRACTICE AND TABLE 2304.9.1, N.C. STATE BUILDING CODE,
LATEST EDITION.
7. DRILL UNDERSIZED HOLES FOR NAILS IN SMALL MJEMBERS AS
NECESSARY TO PREVENT SPlJTI1NG.
21'-0" OUT TO OUT
8. USE 60UBLE HOT DIPPED ZINC COATED NAILS AND SPIKES FDR PRESSURE
YNNG WALL 19~-4~ HANG 1NALL TfiEATED LUMBER.
j 9. COUNTER-SINK NUT /BOLT END WHERE EXPOSED.
6'-O" 18'-0" CLEAR ROADWAY 6'-0" ' 1d. DRIVE DRIFT PINS IN HOLES 1/B" SMALLER THAN BOLT.
~ 5110 ~ ~
11. PRE-DRILL HOLES FOR LAG BOLTS SAME SIZE AS BOLT THREAD
S16B S~ISGERS ~ DECK TOP CAP 5108 ROOT SECTION.
S1 O5 SECTION
EL. VARIES I EL. -SEE 5109
~ ~ ~ OVERALL PLAN
i Q~~
~s ca,P W ~n N ~
RAIL POST = r- c~
' : ~ ~ I ~ ~ ~ APPROX. EXIST.
~I ~ GRADE VARIES ~ U N
3/4'p BOLT - ~ ~ z ~-j
WALER TO PILE Q _ r7
fix6 WALER = ~ z ~
\ D ~ N
~ ~ SEE 5144 SEE S103 GUARQ RAIL TO POST BOLTING Q m N
~a~
SHEET PILES
Eh~BED. 441NG WALL PILE/BRIDGE ~=,I' SHEETBPILE S1 D6 SECTION Q ° w - - ~ z
PILES A MIN. OF 15' /ROADWAY
BELOW FIN. GRADE S108 SECTION _
J
S102 ELEVATION - BULKHEAD
_ z a W o Z °
H ~r
21'-0" OUT TO OUT ~ Z
W Q ~ ~
U N i _ P1A STA = 19+55 i _ PYI STA = 20+85 U~ Q~ O
18'-O" CLEAR ROADWAY ~ PYI ELEV = 12.14 PVI ELEV = 9.97 ~ x U
PILE/BRIDGE 13Q'-0" OUT. ABUlbAENT ~ O ~ O 0
/ROADWAY ~ DECKING ATTACHED TO EA. STRINGER
PROVIDE BLOCKING AS SHONRV 9'-0° 9 -0 W/ LAG BOLTS {DRILL HOLES
- TYP. OF 4 EA. BENT IN DE~tING EQUAL TO SHANK Dlp. & J UNDERDRILL HOLES IN STRINGER) ~ W g ~~e 'y~ z
5103 I W o ~
I ~ ~ I ~~'~`T~ RAIL W
~ ~ ~ ~ w
~ i CURB
~ DE K ~ i TIMBER POSTS
EL. VARIES I EL. VARIES Q ~ o ~
'm 4 ROADWAY ROADWAY ~ _ ~
STRINGER ROUGH DIM. ~ ~ ~ ~ ~ ~ ' SEE S105 o BY OTHERS BY OTHERS U
FIELb SHIM AS NECESSARY FOR EQUAL i j DRIFT BOLT ~ EA. ~y ~
BEARING W/ LAYERS OF 30 LB BLDG. FELT ~ ~,i S 5103
APPROX. EXIST. GRADE VARIES ~ / PROJECT N0: CE-335
TIMBER PILE GAP DATE: 06/27/06
PROVIDE TWO (2) CEN?ER BAYS OF ~ ~(C'S~Q2 SURVEYED BY:
CROSS-BRACING WHERE HEIGHT FROM DROWN BY: S. BAKER
j GRADE TO BOT._OF CAP EXCEEDS 3'-0'; REBAR DRIFT PIN IN EA. PILE CHECKED BY:
CONNECT W/ (1) THRU-BOLT do AF9'KUVLU tiY:
WASHERS (5) "CLASS B" TIMBER PILES SCALE: NTS
Sl 09 OVERALL PLAN DRAWING NO.:
SHEET 33 OF 34
S103 SECTION THRU BRIDGE BENT
D-6

W
1 O
d
d Q
w
Q 0
5-16d GALV. COMMON
NAILS @ 2X12 BEAM TO
2X12 FASCIA (TYP,)
Z O
z
GENERAL WOOD CONSTRUCTION a ~ ~
a W
1. ALL SAFETY REGULAT =TY REGULATIONS ARE TO BE FOLLOWED STRICTLY. METHODS OF 1. ALL TIMBER FRAMMING MEMBERS INCLUDING DECKING, JOISTS AND BEAMS TO BE ~ ~
CONSTRUCTION AND ERE RESPONSIBILITY. ION AND ERECTION OF THE STRUCTURAL MATERIAL IS CONTRACTOR'S SOUTHERN YELLOW PINE #2, PRESERVATIVELY TREATED WITH CHROMATED COPPER ~ _ITY. ARSENATE (CCA) 0.8 PCF. o
2. DESIGN LOAD: _OAD: 2. ALL HANDRAILS TO BE SOUTHERN YELLOW PINE #3 OR BETTER,
1 C/L BOLTS & PILE A. DEAD LOAD: ACTT ~ LOAD: ACTUAL WEIGHT OF MATERIAL PRESERVATIVELY TREATED WITH CHROMATED COPPER ARSENATE (CCA) 0.4 PCF.
B. LIVE LOAD: DESK 1 LOAD: DESIGN FOR 80 PSF PEDESTRIAN UNIFORM LOAD.

EROSION CONTROL
PION PILES 1. PROVIDE EROSION CONTROL MEASURES ~ STAGING AREAS AS APPROVED BY
2X4 LEDGER I 2X10 TREATED JOISTS WOOD FRICTION PILES (CONT.) @ 16' O.C. MAX. ENGINEER.
~ 1. WOOD PILES SHALL B LES SHALL BE 8"~ SOUTHERN PINE PILING WITH MINIMUM LOAD 0
~ CARRYING CAPACITY OF ;APACITY OF 5 TONS EACH UNLESS OTHERWISE NOTED ON THE PLANS. 2. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS. z
a PILE CAPACITY SHALL B ,ITY SHALL BE FIELD DETERMINED BY A QUALIFIED SOIL ENGINEER.
J
~ 2. MINIMUM PILE LENGTF PILE LENGTH SHALL BE 8 FT. BELOW GRADE. ADDITIONAL LENGTH
~ 2X6 TREATED DECKING MIGHT BE REQUIRED IN EQUIRED IN AREAS THAT CONTAIN SOFT SOILS (TO ACHIEVE DESIGN
TR AT w BOARD W 1 8" GAP MAX. , CAPACITY 5 TONS). FOU 2X12 E ED J / / i TONS). FOUR TEST PILES WILL BE DRIVEN TO DETERMINE PILE LENGTH. ING WILL NOT BE ALLOWED.
BEAM (TYP.) ~ JETTING PILING WILL NO I a
J _ 3. ALL PILING SHALL BE VG SHALL BE PRESERVATIVELY TREATED WITH CHROMATED COPPER
ARSENATE (CCA) 2.5 P( (CCA) 2.5 PCF.
v
UTHERN 4. USE 2% COPPER NAP e SO I 2X10 TREATED JOISTS POINT ACCORDING TO A' COPPER NAPHTHENATE SOLUTIONS TO FIELD TREAT PILING CUT-OFF
PINE TIMBER PILE )RDING TO AWPA M4 STANDARD.
@ 10'-O' t O.C. @ 16' O.C. MAX,

I
3-5/8'~ A307 C/L BOLTS & PILE
GALV, BOLTS @ EA. PILE

2X12 TREATED
FASCIA BOARD
I I
4X4 TREATED RAIL POST 2X4 TREATED PICKETS 10' 4X4 TREATED RAIL POST @ 5'-0' + O.C. @ 7 1/4' + O.C. @ 5'-0' + O.C.
5 3/4' (TYPJ '-2' CO
1 , ~ ~
5 0 ~N~
2 SPLICE 2X12 FACIA BOARD IN THIS ARE ~_2, N
SUN wz .
Q
Q ~ ~z
SCALE: NTS \ O N
~ L~J ~
'mN
SCALES NTS O
Q
W
z
TOE NAIL 2X10 TO 2X12 BEAM W/2-10d Q
GALV. COMMON NAILS EA. SIDE OF 2X10 2X6 TREATED TOP RAIL z
, 2-16d GALV. COMMON NAILS 2X6 TREATED DECKING H
@ EA. JOIST(TYP,) BOARD W/ 1/8" GAP MAX. J
O
2' Z ~
Q Q
3-16d GALV, COMMON NAILS U
@ EA. PICKET OR POST NOTCH 2X10 c~
AS REQ'D W = J
ro m ~ ~ Q
2-16d GALV. COMMON NAILS @ EA. PICKET OR POST 2X6 TREATED HANDRAIL
2X10 TREATED JOISTS O
@ 16' O.C. MAX, 2X4 LEDGER 1 (CONTJ z z
2X4 TREATED PICKETS CONCRETE LANDING PAD Q
NAIL 2X4 LEDGER TO 2X12 BEAM 2X12 TREATED BEAM (TYP.) i @ 7 1/4' O.C. ~ W H
W/12-lOd GALV, COMMON NAILS @ 2X6 TREATED BOTTOM RAIL 6 O.C. (TYP,) LL 4 -0 W W
z W 'n V
3-5/S"0 A307 GALV. ~ 2-16d GALV, COMMON NAILS 8 ~ SOUTHERN PINE TIMBER PILE BOLTS. ®EA. PILE 4X4X1/4 GALV. ANGLE 2 EACH (n JOIST W/ 4-5/8'DIA, GALV. Q ~J,J
@ 10'-0' t O,C. @ EA. PICKET OR POST 2X6 TREATED DECKING BOARD ANCHOR BOLTS i , 1 Q
W.L. LI.1
1' W COMPACTED SOIL 2X10 TREATED BOARD Ul a
2-5/8'DIA, GALV.
4X4 TREATED POSTS @ 5'-0' t O,C, - - - ANCHOR BOLTS J
-III-111_1 I-III < < I~ ~ '
2-5/8'~ A307 GALV, 1II=1II=1II III=1
~ BOLTS, @ ECNTER OF EA. 4X4 POST o =1I I=1I 1= I I=1I I ~ ~ ' ~ ` ~ _ ~ O I ~
III-11 I=III=III=1 < ' ~ _ ' = = = =1 I I < ~ , '-4' MIN,
~ = = =1 =1 i ` < c < - - - - I ~ C3~000 PS; CONCRETE ~ <
3' GRADE _ _ _ _ L < I ' ~ i.. ~ ~ PROJECT N0. < ~
711-1~-1 I ~~-11 I~ I I-1 I i-" I X11-1ii~ I I- 1-1 I ~I I I_1~-1 I ~1~~ 11= 3~ r I L i <ii i ao < ! ~ ~ ~ ~ , DATE: 6/27/06
-iil_III_ I~~ _III,;,II~ II„Ill-1l~ I_III,,-,III-III~II~-,III I I_I_,_I I ~ ~ ~ ~ ~ ~ ` ~ ~ ~ I< DESIGN BY: C. HUDDLE
2X12 TREATED c I <
FASCIA BOARD - = DRAWN BY: ~=111= 2X10 TREATED JOIST
~ III III,-~ CHECKED BY: C. HUDDLE
rnuoerTrn cnn . _ _ _ _ ov,~ TornTrn ~ncr unnon ADDA(1VCn av
#5BAR 2 8`D,C, Cnlc I Rol I LL UrIVL uunnu Ill I 1NV V LV u i .
SCALE: AS SHOWN
DRAWING NO.:
TYPICAL SECTION -TYPICAL SECTION LANDING DETAIL SHEET 34 OF 34
1 SCALE : NTS 2 SCALE : NTS
SCALE i NTS I D-7 I

' 7 8 9 5 6 4 3 11 12 13 14 15 16 10 V
2 1
J
J
h a a
h h
z
w
z
~ ~U~. LAl\Vl n 0
o~ ` J
W r Q U_
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W ~ m ~ ~~r` ~
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w =~x z Z ~Qa C7 O w w
W W N~ ~
C Jx' rWaOWU'
o(~rriZZ a~,M o Q J DC
~ X>rnWw
W^fl OQ~~w ~ mc~^3z
Z m •o 0~~~~ ti W~ ,o z
7r1 ~ o_N°~°3w
vA ti6
1 ry13 titi Everett Bay
i~ ti' tik iti
X~ z~ ti a z
~titi ti~
ti 3 7rti
2A ti• ti~ tiry
7.• A 7r A U W ti• 3 7. \II ~ 'rt 8 7•• 6 ~ V
ti0 3 26 Q ~
6 tiA e ~ W v ti ,y2 ti ~ tie CL
3 9 ~ ~ 6 y 1~g 1r 9 Q
ti' 7.6 7• 1~ ~ k y 9 Z ti ~ 7, ti W zJ
vti '~3A ti 6 e Q 7••,ti A 26 ti $ F• Y Q
yj 2.6 tit ti9 V~
E 4y 46 7,$ ti9 Q V y3A 7•g 7+01 1~ ~
g ~•AA v 3 g i6 ~~e ~ 7. 3 '4 A 7.• 1 7•
5 ry~7- 1t 5~ 2 A 7.6 ~g ti6 J Q ~ 7. ? A ~ ~,7. 2• A ti6 7.1 ,fig Q Q Q
y'6 ti' Ire R ti 6 6 7r6 7' 1
7'• A 7.• 0 7r 7: 7.• 6 7r 3 ti. A ti' ti 5 7.5 6 1•• 9 ~ W 3 7.. 'L 7•• y y 6 y
7` j g 7+g 7+g ti' 6 'yy 7,• 6 'S0 N O Q 7< 7.~ ~y5 ,~5 7.2',~ 25 ry5 ti5 7rg 3ry ~ 0
7.3 A ;1 2' 7.6 0 ti6 M15 A9 ~ Q ~ - 1'L~ ti ti 7rry 7.6 25 7r 1 16 ~ ~
'4~ 6 ~ 1g ~9 ti9 7''S 6 S ti• 9 ~1 O Q } .y6 7. ~ ~9 19 ti' 7+ S 7. 6 ~6 ti 6 ti. 9 \ 9 U.. J
~g ZJg 7.9 3• tig p ~ 0 7r3 '1.2~ 7+g 7+6 '46 9a `~3•g V 0 O 6 7r y 4 A ti' 7r 5 7•' g ~
M1 0 M1,6 M1.1 ~9 '49 ryti 19 0 ti 1.•.y 7.5 7+ 1 6 A. Z W = tiry 9 7r ` 7+ti ti A A 7r a 1. 6 Q}
y~ ~ ~ tiM1 tiM1A '4, 7'1~ ,~9 ~`0 y~1. ~'LA ti5 tiB ~lg X01 W 7` 0 9 1~ 7r g 5 6 A
ti ~9 1g , 3 ~ 1+ 0 ~.9 7+~ tig y g y g 3. g ~ 1 ti• p y~ 3 A ti ti'1 6• ~ ~ y ~9 1 7+ 7+ A 7.g 7` 1
M1 M1,O~ ~ 9 M1,0 2~ M1• 0 7r 3 Z ~ y~ 1g ti,~ 7.43 7'g 7+9 ,y0 -
10 ~9 9~9 ti9 Stump Soun 7r~ ~9 ti 1 S 7rg 7.6 30 .~9 Q ~ ~fTl Sound tit ~9 ti•~ v~ yA y6 •ye >>39 P 19 0 7r 7•• 25 a A•
~ ~9 1~ ~9 7. 0 ti ~ 7ry y5 1• ~ 19 Z
7•~9 ~p ~2 7:AA 6 ~.~1 .ry ~~9 ti1 ti 3 7< g 16 y~
~b ti \9 ~9 1 ti y 7, ti6 8 19 7.'L,~ 7+ 3 ,yh ti 9 g V
ti9 ~~1 ~ y ,y7. ti a 7.55 g1 `~9
ti0 ~`0 `9 7•ry 7.•g ti ~ 3~h 1A;L 1.9 ry~5 ti6 ~`L1 A
y0 1•°' ti• 9 7`gA b8 1 ~9 7.• A 7••1 ~q
M1~ G ti~~ 5 7.6 3ry 1`~'py
`iryy 7yg y 0 A;5 ~A' ,',~~An~u~q~y 7•~A y6 3~ 9~ Jp, t~ CaRO~ ~~i,~
,4A r~9 3 g 1 ~ ~i tib a> ~ GENERAL
tit 3~' 69 ; ~ ENGINEERING do
3 9 ' A ; m ENVIRONMENTAL, Z 26g B ~ A . LLC .r'
317• ~ /C'••., \ti~~` 3 ~ X30 ~~i q pQ'~~
Spicer Bay nm~ ~
10° p }
~'~50 ~
H N
K
W 2
LEGEND W
W
40.2 SOUNDING LOCATION AND DEPTH RELATIVE TO MLW a
J
~ ' APPROXIMATE EDGE OF SHORE LINE 0
W
0 m
w DATE SURVEYED W
NOVEMBER 14, 2005
GRAPHIC SCALE LAST REVISED W
0' , W' 2oa' +oo' ~ a
DRAWNICHECKED
J
~ ) z IN FEET MACIMAC
1 INCH = 200 FT. o APPROVED Z
a
J Z MAC " a
SCALE W m N
N AS SHOWN Z
PROJECT NUMBER Z W
o- ROW600805C o
o- a a NOTES 0
o- a h SHEET NUMBER
o- t. Soundings were taken by , iyNERSPacE• ass, Fnn~oMe>ER and are expressed in feet and tenths 0
below mean low water. a
REVISIONS ~
. a z. Proposed dredge deptn ...........M............ W
I Mean tidal range NO. DATE ISSUED BY APPRV'D BY DESCRIPTION 0
a J a
4. The area shown by this chart is subject to silting. The actual depth following the date of the survey may be less then the depths shown. These depths were found on a
z z
5. Horizontal Coordinates System: Reference to South Carolina State Grid (NAD 83).
OF 1

W
O
d
a Q
w
Q 0
PEDESTRIAN WALKWAY
5-16d GALV. CpMMpN NAILS @ 2X12 BEAM Tp
2X12 FASCIA (TYP,) TYPICAL WALKWAY DETAILS
Z
0
GENERAL WOOD CONSTRUCTION o ~
~ ~
1. ALL SAFETY REGULATIONS ARE TO BE FOLLOWED E FOLLOWED STRICTLY. METHODS OF 1. ALL TIMBER FRAMMING MEMBERS INCLUDING DECKING, JOISTS AND BEAMS TO BE ~ ~
CONSTRUCTION AND ERECTION OF THE STRUCTURAL STRUCTURAL MATERIAL IS CONTRACTOR'S SOUTHERN YELLOW PINE #2, PRESERVATIVELY TREATED WITH CHROMATED COPPER ~
RESPONSIBILITY. ARSENATE (CCA) 0.8 PCF. o
2. DESIGN LOAD:
1 C/L BOLTS & PILE A. DEAD LOAD: ACTUAL WEIGHT OF MATERIAL 2. ALL HANDRAILS TO BE SOUTHERN YELLOW PINE #3 OR BETTER, MATERIAL PRESERVATIVELY TREATED WITH CHROMATED COPPER ARSENATE (CCA) 0.4 PCF.
B. LIVE LOAD: DESIGN FOR 80 PSF PEDESTRIAN PEDESTRIAN UNIFORM LOAD.
1
EROSION CONTROL
WOOD FRICTION PILES 2X4 LEDGER I 2X10 TREATED JOISTS 1. PROVIDE EROSION CONTROL MEASURES ®STAGING AREAS AS APPROVED BY
(CONT.) @ 16' p.C. MAX, ~ -1. WOOD PILES SHALL BE 8"0 SOUTHERN PINE PILINI ENGINEER. N PINE PILING WITH MINIMUM LOAD
~ CARRYING CAPACITY OF 5 TONS EACH UNLESS OTHE UNLESS OTHERWISE NOTED ON THE PLANS. 2. SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15) WORKING DAYS. ~
a PILE CAPACITY SHALL BE FIELD DETERMINED BY A C INED BY A QUALIFIED SOIL ENGINEER.
J
v 2. MINIMUM PILE LENGTH SHALL BE 8 FT. BELOW GR T. BELOW GRADE. ADDITIONAL LENGTH
~ 2X6 TREATED DECKING MIGHT BE REQUIRED IN AREAS THAT CONTAIN SOFT ~NTAIN SOFT SOILS (TO ACHIEVE DESIGN
CAPACITY 5 TONS). FOUR TEST PILES WILL BE DRIVE 2X12 TREATED J BOARD W/ 1/8" GAP MAX. i TILL BE DRIVEN TO DETERMINE PILE LENGTH.
BEAM (TYP.) JETTING PILING WILL NOT BE ALLOWED. M I a
J _ 3. ALL PILING SHALL BE PRESERVATIVELY TREATED I .Y TREATED WITH CHROMATED COPPER
ARSENATE (CCA) 2.5 PCF.
v
4. USE 2% COPPER NAPHTHENATE SOLUTIONS TO FIE 8 SOUTHERN I 2X10 TREATED JOISTS POINT ACCORDING TO AWPA M4 STANDARD. iTIONS TO FIELD TREAT PILING CUT-OFF
PINE TIMBER PILE ORD.
@ 10'-p' t p,C. @ 16' p.C. MAX,

I
3-5/8'~ A307 C/L BOLTS & PILE GALV, BOLTS @
EA, PILE

2X12 TREATED FASCIA BOARD
I
I
4X4 TREATED RAIL POST 2X4 TREATED PICKETS 10' 4X4 TREATED RAIL PAST
@ 5'-0' + p.C. @ 7 1/4' + D.C. @ 5'-0' ± p.C. N
u 1
i
1 5'-0' ~-0'-2' i
2 SPLICE 2X12 FACIA BDARD IN THIS ARE -2
SCALE: NTS
i
TOE NAIL 2X10 TO 2X12 BEAM W/2-tOd Q
GALV. COMMON NAILS EA. SIDE OF 2X10 2X6 TREATED TOP RAIL . Z
2-16d GALV, COMMON NAILS 2X6 TREATED DECKING H
@ EA. JOIST(TYP.) BOARD W/ 1/8" GAP MAX. J
2~'
z ~ ~
3-16d GALV, COMMON NAILS O} ~ Q
@ EA. PICKET pR PDST
NDTCH 2X10 ~ AS REQ'D
.~cu ro w = J ~m ~ Q
2-16d GALV, COMMON NAILS 2X6 TREATED HANDRAIL
2X10 TREATED JOISTS @ EA. PICKET pR POST
@ 16' p.C. MAX. 2X4 LEDGER 1 ~ I- o ~
(CONTJ 2X4 TREATED PICKETS ~ z z
NAIL 2X4 LEDGER TO 2X12 BEAM 2X12 TREATED BEAM (TYP.) i @ 7 1/4' p.C. ~ CONCRETE LANDING PAD I ~ Q
W/12-lOd GALV, COMMON NAILS @ 2X6 TREATED BOTTOM RAIL ~ 4'-0' ~ ~ ~
W W w
8'0 SOUTHERN PINE TIMBER PILE 3-5/8"0 A307 GALV. 2-16d GALV, COMMON NAILS 4X4XI/4' GALV, ANGLE 2 EACH 5
@ 10'-0' t p,C, BOLTS. ®EA. PILE @ EA, PICKET pR POST 2X6 TREATED DECKING BOARD JOIST W/ 4-5/8'DIA. GALV. > Q W ANCHOR BELTS
W.L. ~ W H ~
1 ~ COMPACTED SOIL OMPACTED SOIL 2X10 TREATED BOARD ' ^ ~ a
4X4 TREATED POSTS @ 5'-0' t O.C. 2-5/8'DIA. GALV. V I _ ANCHOR BOLTS
~ _ _ ~ -III-III-I I-III
2-5/8 ~ A307 GALV, ~=I I I_ I~ III-1I I III-1 ; < ~ ` ` ~ ~ J
BOLTS, @ ECNTER OF EA, c I_II_I 4X4 PAST i o I-III-III- 11=1 I I ~ ~ ~
-I ~ I-I ~ I-III-III < c ~ t_._ '-a' MIN, _
3 ' - ~ I=1 ~ I=1 ~ I=1 ~ I=1 zsAoo Ps;`coNCRE~E `4 < o 0
GRADE
3' ~I-==~ I~-I I- , < ~ I < < ~ ~ c ' PROJECT N0:
I_ I i- ~ I i- I I Il- I~ T I I < , I' m DATE: 6/27/06 r • • c t L • ~ u~
2X12 TREATED ' ~ ~ c c < < DESIGN BY: C. HUDDLE
cecrre nneon nonw~i ?v.
unnrriv o i . lEE III IIN 2X10 TREATED JOIST CHECKED BY: C. HUDDLE
COMPACTED SOIL #5BAR a 810,C, 2X12 TREATED BASE BOARD APPROVED BY:
SCALE: AS SHOWN
TYPICAL SECTION -TYPICAL SECTION
LANDING DETAIL DRAWING NO SHEET 3
~iJ SCALE : NTS 2 SCALE : NTS 34 OF 34
SCALE NTS
D-7

0
BO~.7 WALER 70 STRIN 18'-0" ROADWAY ==o BEN ERAL N aTEB w
s'-a^ s'-o' nMa~ wn~ E - s fi'-0" '-8' t'-6' fi'-0" 2" BIT. CONC. ECKING ~ U a 1. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR Q
- SEE S1 D3 FROM BENCH MARKS AND BASE LINES ESTABLISHED ON SITE. N ~
ON 6" ABC EL -SEE 5109 DATUM IS MEAN SEA LEVEL (MSL = 0.00}. ~ ~ Q
o ~ 2'-9" 4'-9' 3'-9" 3'-9' ~ 3'-S' 3'-9" 4'-9" 2'-9"' 2. ALL EKISTING UTILITIES KNOWN TO THE ENGINEER HAVE BEEN SHOWN
'b ON THE PLANS. HOWEVER, THE INFORMATION SHOWN IS APPRQXIMATE
AND NO GUARANTEE IS MADE AS TO ITS COMPLETENESS OR ACCURACY,
M1' ~C THE CONTRACTOR SHALL NOTIFY THE REPRESENTATIVES OF ALL o
UTILITIES PRIOR TO STARTING T4 EXCAVATE AS REQUIRED BY Q
rt I ~ t ~ CO~APACTEQ BACKFlLL ~ ~ ~ ~ ~ I:=% ~ ~ I L~3~.i ~ ~ IN 8" LAYERS TO 9596 NORTH CAROLINA GENERAL STATUE CHAPTER 81-1{l2. o Q
n~e ~ @o~ I ~ o I I ~ s~+o~uioeRl f o S o~s~n o o.M.c. TIMBER PILE CAP 3. DESIGN LIVE LOADS: HS 20 TO MEET NORTH CAROLINA LEGAL LOADS, o Y z
BRIDGE: WEIGHT LIMITS: Z
~y 1A I ~ SHEET PILES BOL f , S } ~ i r \ SEE 5704 ~ ED Fl~TER ~a - P `~`O+ / / \ r ! ~ ~ ~ EL VARIES I FILTER ~ABRIC I ~ . ~O~ ~ ANCHbR aD~ '-o EL BOLT -WALER TO PILE Q ~
-PROVIDE OGEE WASHERS SGL AXLE WT. 20,000 L8 ~ ~ o ~ TANDEM AXLE WT. 19,000 LB EACH X 2 = 3$,000 LB ~ Q ~ w
~ ANCHOR RODS GROSS WT. PER N.C, LEGAL LOAD TABLE - g ~ ~ ~
EL, -SEE 5109 4. PILES: UP TO 80,000 LB Y W
SEE 5109 FROM T(IP TO ~ ~ -SEE PLANS TIMBER PILES "CLASS B" DESIGN CAPACITY: =2a TONS WITH 24' MIN, o W °
s`o' ~I' ~ I ~ i S1~4 ~ ~ S110 GRADE ~w ~ ,O FOR LOCATIONS EMBEDMENT. JET PILES TO WITHIN 3' OF EMBEDMENT DEPTH. DRIVE
REMAINING 3' WITH A HAMMER RATED AT A MINIMUM OF 12,OQa FT-LBS. 0 0
~o _ cro rO i LAYER FlLiER FABRIC SEE GEOTECHNICAL REPORT FOR ADDITIONAL DRIVING REQUIREMENTS. ~ Q
_ TdeG SHEET PILE ILE ILE -SEE S103 5. UMBER CATWALK/PILING MATERIAL: Q
_ CAP: N0. 1-DENSE, SD-19 S.Y. PINE, S2E OR ROUGH, PRESSURE ~
s`~~ c~T. SST r 6~a 5104 SECTION TREATED TO 2.5 LB/CF PER AWPA C2/C9, C14, do UC5. II O NN STRINGERS; SELECT STRUCTURAL sa-19 S.Y. PINE, s4S/SZE, PRESSURE
TREATED TO 2.5 LB~CF PER AWPA C2~C9, C14, ~ UC5.
SHEET PSLES n i ~ x~~ ALER -SEE S104
NOTCH BO OM S AT BEARING N CAP AS ~ ° Z REQUIRED FOR STRINGER TO HAVE SAME DEPTHS)
NOlE DECKING, POST'S ~C RAILING: N0. 1-DENSE KD-19 S.Y. PINE, S4S,
i # # u HANDRAIL NOT 5103 it 5103 ~{OWW FOR PRESSURE TREATED WITH 2.5 L@/CF
~ CLARITY -SEE 5105 TIMBER RAIL WI C2) Si S108 do DECKING) dr 2.5 LB/CF {POSTS/RAIUNG)
5107 ER AWPA C2/C9, C14, ~t UCS.
DECKING - CARRIAGE BOLTS PILING: "CLASS B" GREENHEART PILES WITH 12" f`+IIN. BUTT, SELECT
SEE S1U3 (C.S. OU151DE Fit NUTS MADE,
STRINGERS do WASHERS) SHEET PILING; N0. 1, SD-1~ S.Y. PINE PRESSURE TREATED TO
- SEE 5103 'f1MBER POS75 2.5 LB/CF WET RETENTION PER AWPA CZ ~ C8.
ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED. UNLESS
URB NOTED OTHERIMSE, USE CUT WASHERS UNDER ALL BOLT HEADS AND NUTS.
TIMBER CURB SCUPPER BL NAIL SIZES AND NUMBER ARE NOT SHOWN. USE ACCORDING TO GOOD
CARPENTRY PRACTICE AND TABLE 2384.9.1, N.C. STATE BUILDING CODE,
S101 PARTIAL PLAN -END ABUTMENT LATEST EDITION.
7. DRILL UNDERSIZED HOLES FOR NAILS IN SMALL MEMBERS AS
NECESSARY TO PREVENT SPLITTING.
21'-0" OUT TO OUT
8. USE DOUBLE HOT DIPPED ZINC COATED NAILS AND SPIKES FOR PRESSURE
w~NC wwL L 19'-4" +~NG wui 6'-0" 18'-0' CLEAR RQADWAY 6'-0" ~ ( 5110 ~ ~ TREATED LUMBER.
~ 9. COUNTER-SINK NUT /BOLT END WHERE EXPOSED. `
1Q. DRIVE DRIFT PINS IN HOLES 1/8' SMALLER THAN BOLT.
11. PRE-DRILL HOLES FOR LAG BOLTS SAME SIZE AS BOLT THREAD
RaOT SECTION.
~ S108 STRINGERS 70P CAP 5EE S103 a, VARIES ~ ~ ~ EL -SEE 5109 S 1 ~ 5 ~ ~ ~ OVERALL PLAN
~1 ~5 ~E~TI ~N
~c
i
zxs cAP ~ ~ ~ ~
I RAIL POST ~ ~
APPROX EAST. . ~I rGRADE VARIES
SUN
3 j4"~ @OLT - ~ W Z ~
WALER TO PILE • Q ~
sxs WALER ~ ~ z CD ~~N
L ~ SEE S SPIFFY PILES SEE S1a4 PALE - GUARD RAIL TO POST BOLTING Q ~ m N
~ S1 a~ SECTI ~N °
BED. 4NNG WALL PILE/BRIDGE SHEET PILE V ~ w
PILES A MIN. OF 15' /ROADWAY
BELOW FlN. GRADE S1Q8 SECTIaN z
J
S102 ELEVATION - BULKHEAD
z Q W
O H °
RECEIVED 2~~-0' OUT TQ OUT Z
SEP 1 3 p006 Q ~ ~ a ~
BY:_ ~ 18'-0" CLEAR ROADWAY P~~ = 19+53 , ,PVI STA ~ 2a+85 ~ ~ U 0
~ PYI ELEY = 12.14 ~ PVI ELEV = 9.97 ~ _ ~
PILE/BRIDGE 130'-O' OUT. ABUT1uENT ~ O ~ ~ 0
g,_O~ ~ /ROAD 9AY~~ ECKING ATTACHED TO EA. STRINGER
PROVIDE BLOCKING AS SH01MV W~ LAG BOLTSDRILL HOLES I I = I- Z z
- TYP. OF 4 EA. BENT IN DECKING EQUAL TO SHANK DIA. do , , , ` V W ~ f~~ ' 1'
UNDERURILL HOLES IN STRINGER)
~ ~ I RAIL ~ s1 a3 ~ ~ ~ v w W o 3
~ I i CURB ~ ~ ~ ~ W
~ ' ~ W ~ ~
EL VAPoES I i I TIMBER POSTS
~ EL VARIES ¦o
~ ° ~ 00 ° ROADWAY ROADWAY =
STRINGER ROUGH DIM. ~ ~ ~ ~ ~~E S1Q5 o BY OTHERS BY OTHERS v
a
FlELD SHIM AS NECESSARY FOR EQUAL j DRIFT BOLT O EA.
BEARING W/ LAYERS OF 30 LB SLOG. FELT i
~S S103
APPROX. EX~ST_ GRADE VARIES ~ e ~ PR~.IFCT N~• CF-335 1
.011 MBER PILE CAP f
"~N DATE: 06/27/06
PROVIDE TWO (2) CENTER BAYS OF , / SURVEYED BY: ,~Sl02 DRAWN BY: S. BAKER---
CROSS-BRACING WERE HEIGHT FROM
GRADE TO BOT. OF CAP EXCEEDS 3'-0"; Loa REBAR DRIFT PIN IN EA. PILE CHECKED BY:
CONNECT W/ (1) THRU-BOLT do APPROVED BY:
WASHERS SCALE: NTS
(5) "CLASS B" TIMBER PILES
S1 09 OVERALL PLAN DRAWING NO.: SHEET 33 OF 34
S103 SECTION THRU BRIDGE BENT
D-6

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~ ~ 3 ~a ' DATE: 06 27 06
~l C~ S ~ ~ ~ . ~ \ ~ ~ ~ =w ti . a
~ . ~ ~ . . t N SURVEYED BY: B. HARRELL . . .
y DRAWN BY: S. BAKER w i:' ~ , ` ~ f , ~
t ...z ~ . ~ a ~ . ~z ` ~ LE ` , NECKED BY C HUDD .
,Z, _ u~, A _ , _
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DRAWING NO.:
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C;r,•,
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PRIMRRV GATED NCTORIAN STYLE P U U ~ ~1~ ~SF U U d
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j\TRFE PRESER~/E A~O.a. r rn w
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u SOQ,fi 6TORAGE / ' r .I ~ • i ti 4~.,.•(VUJBQ4TCMAfSM1I ~~MM~~ ~ ="`1 y q~ ._a X' HOLLY RIDGE ~n Y w W ~f U p]
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~ , ~ t~ ~ ~ EC1 EC ~ ,y C1 - EC9 EROSION CONTROL
't ~ ~ ~ G1 G1 ~1 - G11 LOW DENSITY STORMWATER GRADING UTILITY PLAN
. . _
. ' 1 1 , P1 - FP8 STRUCTURAL FOOT PRINTS
~ ~ ~~I D 1 - D 7 . ~ i.w BAR :1' s 1 - D7 DETAILS
~N~ ~ r6a;....,; ~ 1 ~
~ ~ 1 ~ ,
~ OLD STUMP " ~~~I'~'ll ~ t
ti;; alb{,; t:,., o:,"u;; ~ ~ . 1. ~ POND ~ ~ .9. \ 1~~ .
HS ~ V `3 SIDEWALKS ? 0.5. .:...e. ' oFx ' ~ y .,,3 : ~ A ~ 1 c ,
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A............ r>...._......... x ;a,... ~...;;~ti.~ ; ~
: ; • v i :os ~ 4 4 :e.,:...,.. ; L::a APPROX• 575' ;.R', h.a. ; ~
' ; I ORVV LINE I
f ~ f ~
r... .....................>..::.1......... . , 0 \ 't~ 1 ~ l ti~ tt l i '".l. 1
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r....... W O r .
TOWNSHIP HOLLY RIDGE 0:5.. ~'.'`:'~:~t. ~ ~ ~ ' ~
ZONING FLEXIBLE R.R., P.U.D. ~ ~ " y . y ;m W ~:.r:.
TAX PARCELS # S 748-3 . •ri~:i°~S;a ~A'•. "sc;;r 762-43 .t;::. ~u~~...:. v
~ r ~ :.........y..
: ~ I..~..:~t ~ . . P ~ .~Fi a :r. ~ i ~r i
.dc,,. t b •'~aPl::.' . a' .v. r i' .-.g s' OWNER/DEVELOPER R. A. NORTH DEVELOPMENT 1, INC. ~ r CONCRETE MONUMENT ,
110 MATTHEWS STATION ST. ' : ; r IRF IRON ROD FOUND
SUITE 2D ` ~
MATTHEWS, NC 28105 -F;:::w....'. • , h ~ 1 ' ' IPF IRON PIPE FOUND z a z
[phone] Z r ~ ~ , IPS IRON PIPE SET I. H
I. . . ' CMF CONCRETE M N J t O UMENT FOUND
LAND PLANNER WATERFRONT COMMUNITIES INC. I• ~ II " , O 1 i I. ; ~ Q
r ~ 3129 SPRINGBANK LANE ~ W
CHARLOTTE, NC 28226 Q ULCW -UPPER LIMITS U ~ I ::^Y::::.... I ~ ~
704 847-6006 ( ) :i: i SC WATER 0~ COASTAL WETLANDS J
; ~ S. ~ y i I PNA Water _ :~~w ~ a
GENERAL NOTES . p ~
`M SURVEYOR ENGINEERING CAROLINA ENGINEERS . ~ ~ o Q ......................y..,...
1. ALL CONSTRUCTION TO CONFORM TO CURRENT - ~r::~::::': :n-• P.O. DRAWER 1578 TOWNSHIP OF H Y RI TAN OLL DGE S DARDS AND ~ z : • . • 75 AEC 6 2006 . ~uG ~ ~
NEW BERN, NC 28563 ~ 252) 633-2424 SPECIFICATIONS. ~ r . ~ i W w f.:.::°::: .f.~aa...........° ~ ~
2. ALL RIGHT OF WAYS TO BE PRIVATE. SEE :.:•.'•1,~.^: ~ ~ . , 7ENH - WATER QUAUT` W
TYPICAL ROAD SECTIONS. t4~`"~ ' `F . h ~ .:~a~::.y. ' c. 3. ALL UTILITIES, INCLUDING ELECTRIC AND CATV, `:::~.::;:.:.:;:~,~;.:.`.;:4,;~.•.;;::•:v'~:.::,• 30 BUFFER wE~~~.~~.~+nsTr~w~~~R.a~c W ~
. ' ARE TO BE UNDERGROUND. _ , . ~ o H W EXISTING CONTOURS
4. FINAL PLAT TO BE RECORDED IN ACCORDANCE ~ ~ ~ ~ • ~ d P 0
WITH ALL TOWNSHIP OF HOLLY RIDGE REQUIREMENTS. DEVELOPMENT DATA A , s ,
5 LL AREAS NOT INCLUDED IN ONE OF THE 1033 PROPOSED LOTS TO BE DESIGNATED AS COMMON ~ 5 WIDE TRAIL 8 755 LF L1J ~ • J
PHASE I i@ , AREA AND/OR OPEN SPACE AND WILL BE UNDER ~ , QC~/I J
TOTAL ACRAGE 282.96 AC CONTROL OF THE HOME OWNER ASSOCIATION. ~ , TOTAL HOUSING UNITS 625 UNITS IVI I N T i a Q 8 WIDE TRAIL 980 LF O
GROSS DENSITY 2.20 UNITS ACRE 6. SUED SO 0 BE SERVED BY A CENTRALIZED ~ = U
/ PRIVATE WATER SYSTEM AND A CENTRALIZED o 6 ~ PRIVATE WASTE WATER SYSTEM. ~ p~~~ ~ , 10 WIDE TRAIL 8,895 LF
PHASE II 7. POCKET OF HIGH DENSITY-STORM WATER CONTROLS ~ ~
TOTAL ACRAGE 232.17 AC TO BE ENGINEERED AT A LATER DA ° r°~ ~r TOTAL HOUSING UNITS 408 UNITS ~ a~
8. TOTAL ACRES: 515 ACRES ~p~~ APPROX. 575 0 ~ ,A R N ITY 1.76 UNITS ACRE C(ic//" c`~ ~ G OSS DES / TOTAL 404 WETLANDS 86 ACRES ORW LINE ~ ORW LI ¦ ¦ ¦ ¦ BOARDWALK 1,000 LF ~ NE
PERCENT OF 404 WETLANDS: 5.98
PHASE I & II TOTAL 5' WIDE SIDEWALK 35,670 LF PROJECT N0: CE-335
TOTAL ACRAGE 515.13 AC ,,gyp TOTAL HOUSING UNITS 1033 UNITS SURVEY NOTES: PROHIBITEDSHELLFI6NINGBOUNDARY DATE: 06/27/06
GROSS DENSITY 2.00 UNITS/ACRE 0 8' WIDE SIDEWALK 985 LF SURVEYED BY: B. HARRELL
1. NGVD 88 AND NAD 83 DRAWN BY; S. BAKER
PRIVATE OPEN SPACE 85.42 AC II CHECKED BY: C. HUDDLE
P~NI1 AREA R5 73 Af` , . . • _ _ - l'1 0 1" p~'~`GI1~Cn3" 4
LF OF PRIVATE STREET 52,227' L. MAKSH LU(:AIIUNS UUNL UY Gf 5 Ll AND LZ LOCK APPROVED BY: C. HUDDLE
AREA IN R/W (50' nP. WDTH) 60 AC ' SCALE: 1" = 400'
3. RATIO OF PRECISION AS CALCULATED IS 1:10,000 LF 5 ASPHALT TRAILS 30,000 SCALE: 1" = 400' JUL 2 1 10M DRAWING NO.:
LF 5' SIDEWALKS 35,000' 4. SCALE FACTOR EQUALS 0. 999960173
SMALLEST LOT SIZE 6,168 SF COMBINED SCALE FACTOR EQUALS 0.999960079 SHEET COVER OF 34
AVERAGE LOT SIZE 0.3 AC
CVR
20061325

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1. f ~ ~ DATE: 06/27 06
SURVEYED BY:
~ ~ DRAWN BY. S. BAKER
CHECKED BY: CCH

~ ; ~ ~ ~ APPROVED BY: CCH
SCALE: 1" = 300'
DRAWING NO.:
' SHEET 2 OF 34
EC-1

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ARV. U;`~'"^~.~: EROSION , STREETS. PERIODIC TOP DRESSING WITH STONE WILL BE NECESS . w,>n~~;~a,.~:,;;~ i , . ~
LATELY. . . MarnNc ED ONTO THE ROADWAY WILL BE CLEANED UP IMMED ANY MATERIAL TRACK ; . , ~ ~ i t i
~ , 2:1 SLOPE ;'r, . ~ , . r::... :V~~:.s~ti:.::. .V`^
•~<'..E~~::..Sa!::.~~r;. r:_.,,>,: ~ ~ ~ ~:...xa:;c,.;...;.:..i .x::i.......a., : „eu .,:.,a~:.c; ~ ~;..a.;0>.,., , . GRAVEL CONSTRUCTION ENTRANCE WILL BE LOCATED AT ALL POINTS OF INGRESS AND EGRESS UNTIL EXISTING GRADE ~ CROSS SECTION 2:1 SLOPE ~
SITE IS STABILIZED. a n ~ v , e. ,4.$" r, z
~ r v ~ v7.' \ 1 ,..,.v„ 's:.: ~ ~ ~ v nae~Hi.a ...S~di ~,.~~~3.~ri..'s~o.~:°_.~~::L•`;;.i.~~ 0
v 'v i~raiep W°~Sj~. UPSTREAM SLOPE lBm STONE 5 STONE Z ~ O
CROSS SECTION 2:1 SLOPE F ~ PosmvE GRADE 1.DZ M ~ w
i'y r~
eaeoeoeoea o 0 0 ~ r°°eee o 0 0 0 aeoaa (n 00000 0 0 0 o°o°o°o°o° 0 0 0 0 W
UPSTREAM SLOPE o°o°o°o°o° 0 0 0 °e°a°e°e° 0 0 0 ~ 0 0 o°o°e°e°e° 0 0 0
~ P051TNE GRADE 1.0~ MAX SIDE SLOPES . °°e°e°°°°° 0 0 0 0 2;1 MAX a°°s°e°a°o° 0 0 0
e°o°a"a°o° 0000000 ooooa
0 OP °oo°o°oo oooooeo°o° 00000000 e°°e°°a°°a°°e° 00000000
noeoeoeopo 0000000 oooa
~ SIDE SLOPES J ~ 2:1 MAX a ~S 3= 3: v~ ti~ ti~ ~ e~
Q ~ 18.. 4•'
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PLAN UIEW
CLASS "A° STONE 8 IN. MIN. DEPTH ~ '

PLAN VIEW
f ~

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
TEMPORARY SEDIMENT TRAP
~ MP RISER
F~ AO 0o Ln
`9 CMP TEMPORARY DRWN ~N~
~F N
RSA
ON SUN
wz .
1pN ~S
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Qp LEVEL SPREADER 'mN
O
TYP. COMBINATION OF TEMP. SEDIMENT TRAP AND LEVEL SPREADER
Q W
z
NOTE
(TEMPORARY SEDIMENT TRAP)
8' MAX. WITH WIRE
6' MAX WITHOUT WIRE 1. CLEAR A GRUB LOCATION OF TEMP. SEDIMENT TRAP.
NOTE
2. USE MATERIAL FREE OF ROOTS, DEBRIS AND ORGANIC MATTER TO CONSTRUCT BERMS. LEVEL SPREADER z Q (!1
3. PLACE TYPE 2 FILTER FABRIC AND NCDOT CLASS B STONE IN THE BASIN. Z J
1. EROSION CONTROL BLANKET SHOULD BE A MINIMUM OF 5.0 FT WIDE, SHOULD EXTEND 24" OVER H ~ J Q
4. INSTALL DISCHARGE. THE LEVEL LID. ~
5. FOR ELEVATIONS AND DIMENSIONS SEE CHART. CMP PIPE p IS EVEL THROUGHOUT ITS LENGTH. ~ W 2. ENSURE THAT THE S READER UD l W
Q U ~
3. CONSTRUCT THE LEVEL SPREADER ON UNDISTURBED SOIL (NOT ON FILL.)
= J 4. CONSTRUCT A TRANSITION SECTION FROM THE PIPE TO BLEND SMOOTHLY TO THE WIDTN AND DEPTH ~ 0
WIRE FLTER FABRIC OF THE SPREADER. ~ ~
0
5. IMMEDIATELY AFTER CONSTRUCTION, APPROPRIATELY SEED AND MUICH THE ENTIRE DISTURBED AREA Z I OF THE SPREADER. z
SILT FENCE ELEVATION 18" L~J w
NOTE , ~ 0 10 W
(SILT FENCE) 1.0' FREEBOARD U W ~
TRASH GUARD - / L~ ~ H z
1. WIRE WILL BE A MINIMUM OF 32" IN WIDTH AND CMP RISER ~ "-sue' 0
HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. 2.0 RISER CREST H
W INIMUM OF 36" IN WIDTH AND FASTENED ADE UATELY TO THE POST. GRAVEL 2. FILTER FABRIC ILL BEAM 0 2' THICK AROUND RISER LEI ~ ~ ~ J
ANTI-SEEP COLLAR ~ 0
3. STEEL POST WILL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTENER ANGLE STEEL TYPE. 4.5' X 4.5' NATURAL o ~ rrnn ~ J Vl
4. WOOD POST WILL BE 6'-0" IN HEIGHT AND 3" IN DIAMETER. GRASS AREA = W
~ i
CMP BARREL
••s~ i
FILTER FABRIC CONC. ANTI-FLOTATION PAD
POURED AROUND RISER CU.YD) h ``GG PROJECT NO: CE-335
COMPACTED FlLL SEDIMENT BASIN
LEVEL SPREADER DATE: 06/27/06
SURVEYED BY:
W8 4, ffi o EROSION 2.0 VARIE EROSION CONTROL BI.ANKEi DRAWN BY: S. BAKER
CLASS A RIP RAP _ _,,,t:<,;:-;`~~Y~~~ CHECKED BY: C. HUDDLE
TOP OF DIKE
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SCALE: NTS
SILT FENCE X-SECT 3 3 MAX.
DRAWING NO.:
SHEET 10 OF 34
EMERGENCY SPILLWAY : CROSS SECTION LEVEL SPREADER CROSS SECTION EC-9

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\ ~ u~ ~ . ~ .s; ~ ~ PROJECT N0: CE-335
~ ~ 0- ~~ti ~ ~ . . . ~ ~ ~ ~a ~ ~ ~ ~ DATE: O6 27 06
.1 1 ~ v; DI ~5 1, :y ~ • ~ ~ ~ INV IN 3$:115 ~ I )I X25 ~ ~ ~ ~~t NV IN 1,7 ~ ~ ~ ~ ~ ~ ~ ~>j. _„v. ~ ~ ~ ~ ~ ~ ~ r SURVEYED BY. B. HA LL
1 t ~ v..... ~ . 1. ~ ~ ~ ~ INV 19.9 . ~
. ~ 1 ~ : _ , y ~ I i. ~V ~ INV , , . ~ ~ ~ ~ l ~ ~ ~ DRAWN BY: S. BAKER ~ I ~ INV 17.85 ~ ~ ~
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- SHEET 17 OF 34
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PROJECT N0. CE-335
DATE: 05/08/06
SURVEYED BY: B. HARRELL
DRAWN BY: S. BAKER
CHECKED BY: C. HUDDLE
APPROVED BY: C. HUDDLE
SCALE: 1" = 100'
DRAWING NO.:
SHEET 18 OF 34
~I
G-8

~ 9,92D of
~ EE HEET \ ~
W ~ \ 404 358 518 a9n N 9,zzo of \ 548 \ ~ ~ 560 s,9s1 r 11,882 of / \ a9T0 of ~ M O
~ A ~ 39 ~ 9,37J of ~
RL BUTT 522 ts5ioo r ~ 357 Q \ 549 Q 549
1&249 ei 520 ~ / 9,904 d P ~ 559 aB77 H ,4,353 et ~ ARK a344 d aen er \ 40 w
t 57161 d \ ~ ~ s,eea N \ Q
405 , 356 I~ 550 e,me of / 6,978 of 558 8,849 r 550 \ ~ e~4s er ` 41
8,884 ei ~ • 9,783 ei
~3d 351 406 e,zo9 of
~ ~ ~ ~ 8,5x8 r 557 5! ~ 350 9,225 et 10.ZI 551 10.2e4 er ~ 42
355 352 8,3x3 er . 1aeo4 er 10,455 er
i 353 aooe er . 407 aim ~ a3s1 349 556 . ~ 7,520 el 8,789 of 9,41J of
i-..~~ 517 • L7 Z
n,ex of 348 ~ 5 ~ J 408 72ss r ~ 555 161 43 552 11,808 of 10.738 er 0
i'' 7,506 of &312 of 553 :~I : . 553 Z
` &142 r 347 \ 554 0142 of 44 O ~ n,z53 N ~ W
516 409 7,792 et \ 9,607 r . 14,956 r ages er d ~
. ......................M... i. 45 U ,0.see er
346 ~ . 7,zas ~ t W
410 ~ 515 8,941 r 345 4 6
12,971 et 7,194 of ~ ~V 9,759 d 568 569
\ 411 567 a409 N 7,645 of 570 567 7,372 d \ 47
514 7,183 r 344 9,478 r 7,170 d :y 9,478 d ~ 9,558 of
11,in of ~i 566 571 ~ 566 7,759 of ~
412 9,927 r 6638 d 343 ,A27 d \ 48 lasze .r
513 \ 7,067 H n,4ae r 572 `
y 413 e,74a of ~
` T,s69 et ~ 414 342 \ 49 620 573 ~ 0828 of p
512 ~ 7sm r 415 620 168x7 of 7~9e r T,W7 of e,no r e.no N asle of ~ Z
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511 °'1~ 341 a9n er 574 \ ae87 of 9,398 of
1z,o2s r \ 417 619 9,478 of 619 9,478 of
~ 6319 et ~ 340 r 51 575 e,9m et
510 418 7'x4 et 9,DJ1 N
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` 339 576 9,328 of
419 7,4u of 509 r
12,600 of 617 338 6884 r 53 ' 577 \ 1o,mo of
7,426 of RD 9,221 ei
420 508 an/ r 54
1aos4 r P 616 337 9,941 et 578 °~r er 9,1e7 er
a214 of 421 55
41N r 507 579 \ 10,340 e
12,294 er 336 615 7,848 er 4449 et ate3 er \
` 422 56 \ to,t9e of
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16x7 r 7,948 N 614 57
i' 423 ass9 r 6x7 r 505 334 581 ~ 1o,oee et
12,440 ei 7,906 of 9,ns n
424 ~ 58
504 7,a1s el 613 i D,283 el 13,196 d 333 'i 582 ~V ,0.332 d ~ \ 9,494 d
ao13 r ~ 59
503 425 14,x14 of 9,719 eF 612 n,ao9.r 583 ~
332 y~ r 7,946 r .i t 9,123 of \
1 426 ~ 60
502 's a4es er 14,m d ~ 331 \ 611 1,,320 of 584 611 aeze er
~ ao9t r \ 7,197 ¦ 7,183 r Ln
~ 427 ~ 7,513 of 330 61 585 n,ae2 N
7,x9 r 610 501 an4 r n10 4513 of a4e1 ~N~
. 14.179 e} . ~ . m 426 329 6 N
. ~ T 7,510 M 7.998 of 9,1 609 62 ~ 9,130 of
. \ 500 586 ? 11~~ N ~ 8,284 of LL U N
Ja291 of Q 429 as~~t 608 LL 9,~1 of
7,931 d 63 ~j
. 327 587 ,2,198 N ~ ^ a,9e.r N Q ~ ~z Q ~
. 1 430 e,zl4 r . . ~ } 7,oza e4 326 I 326 607
7,409 d I ; 7408 of 727 of , a 64 ~ ~ ~ ~ N ~ O W
.I KNEE WALL ) ~ I - 431 588 12,ob e ~ V Ln ~ a23s N / ~ m
(SEE DETAIL ON D-1) ~ ~ ~ I 7,761 er . Im N sos 9.598 of ~ -ti ~ O
I i • I ~ „sew N i W
i ~ i Tam . \ ~ ~ Q 589 a 66 W W
~i 325 7,327 of 10.027 N 8,422 of 10,585 of = z
499 27,718 r 433
7,977 of 590 324 604 4747 d ,z~7 N 1 . W
7,189 ei 8,888 er
498 ~ PS W
12,380 of 7.707 of 591 83 V 1 323 ~ I 0900 A aem d rye
603 68 9,132 of J 15,047
435 497 7.46 r z Q 322 I V 1
n,zx r amt er 592 ~ Z 9,419 of ~ ~ H r e
436 602 , !'J 9039 e( v ~ s J Z 69
7.106 r 321 12325N Q 1••~ aoe4 „ 593
496 TLAN 4 4W AL TT 1a5x r a . W 70 .r ' Q d
-APPROX. 2.27 ACRES 7.~ PG 003 72 1a9oe er ~ ~ U 601 73 . ~ U J m
495 320 9,827 of 1012° of 71 W i' 7,780 of 9,377 of 71,138 e1 11,110 of err ~ 2
11,J19 r 438 8,751 r L O . / r
319 ~ ~ 0 595 74 O
494 \ 439 7,Ieo N 600 9,304 N 4739 of / . 9,2x2 d 597 596 7 r..~ ~ 599 598 4097 er aeo4 e ~ = Z
11,H9 r ~ a704 r a7se N aeo2 er ~ i. I I I ~
~ 440 T ~ T,on d 441 318 84 W 0325 n ~ a,ee3 ~ Q
N..S ~ 7,582 r - _ _ _ 493 ~ ~ 7 io4e .f W . _M._._~.__......._..I 75 LL LL
lzox r 443 saes r DRI... 7,999 N 83 W ~ RI~~E . ` 9,174 et Q TAE 317 6.- W
492 ~ , asw er , H 82
11,549 r ~ 4476 of 8,&10 of 76 U
445 316 er 81 295 W 4911 of 297 296 ~ ~ d 90,2 et
491 a7s1 n,Tn er 298 a~yp d 9,ezo of \ J L.L. 297 er 0,197 er ~ 80
299 a ~ 77 9,574 et 9,824 of ~ a9e3 of ~ O
446 315 V i axle N ~ 78 79 = V J
490 7,729 of 0.028 et 300 293 \ 9,318 er 10598 N 283 9 9 of 1Q011 of ,4,nS of ~ \
O 447 314 ~ 284
7,326 r 7,733 et sees of 292
489 ea3e N ~ 285
O a9x of 448 6 a2s3 r 313 10.704 e( 291 7,4SS et 9,1e7 d 286
b 290 ,0,742 of PROJECT N0: CE-335
488 ~7 10737 d 287 312 289 ,o,5eo er DATE: 06~27~06
a,3zz er 449 7,921 of 7,734 of 10.375 d 11,32) of `t SURVEYED BY: B, HARRELL
DRAWN BY: S. BAKER
487 10.104 e( 450 311 7,BOD of
7,878 r CHECKED BY: C. HUDDLE
® M y eopRnv~n av. i ui inns F
V 486 4 51 310 v- " '
rf 51 7.904 d SCALE: 1" = 100'
DRAWING NO.:
485 309 791 7,3e of 9463 SHEET 22 OF 34 , of
low 14,461 of if 452 8542 if
484 14,809 of 453 792 30S 9,124 K
483 7'907 of 7,251 d FP-3
1409 d EE SHEET 005 793 9,24 d

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65 J . n,ee4 w ° I 0
589 0 66 ' 1 a42z d lases d a
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5so x747 d 67 1 . . 12,594 d ^
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seat d ~ I 66 ~ .
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. 12.325 d N Z
593 ~ . e7e d ~ .,..v.. a e ~ O
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594 11 i3e d 11,128 d 71 ~ ~ ~ \ O a w
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74 86 ~ w 1e,51s d 89 4 10.130 d 90 d &739 d / ~ ' 10,414 d 9,528 d . 0 ~
rte`.. e5 i 10.992 d 91 ~ . D W
9,1eed 92 . . ~ . ~ 4484 d . a4
9,ee3 w 75 g3
• ~ 7.999 d / 63 9,489 d 9,174 d ,
94
82 9,179 d , saw d
76 280 i~ee ~ 278 95 . e,5oa d S1 aut w 7x32 w ` sae3 d L.. . .
294 9,212 d 281 277 `y 1 . 1o,o9e d 93b d 9,790 d
9su d 282 96 O
a9e3 d 9,91e d \ 9,u7 d \ 79 REFERENCE MAP rr.T.s
78 283 293 9318 d 10,598 d 10.011 d \ .
9819 d \ 97
284 784 s,1e9 d sees d x791 d ~
292 9,739 of 285 ~
n,7ta d 275 98 10,704 d 785 7,9m d ~ 9,848 d
291 1 . e,1e7 d 286 e,a21 w
290 10.742 d ` , 19737 d 287 786 783
1 590 d 844 d 9,b5 d 274 , 99 289 288 0. a 7,7e7 w 9,e14 w
10,375 d 11,723 d 787 7 82 TOTAL 404 WETLANDS
. a7e2 d s,7oe 0.r
7~7e .f 100 \ . 788 ~ a5eo d a7eo d 781 PG 004 -APPROX. 12.93 ACRES
9,184 d 789 i'
aeeo w .
,Q 780 790 .~j 9947 w 272 1o3n1d .
a7zo d 4912 d e~j. • ~ 779
791 aeoo d 9,483 d ~
778 102
792 d 271 1oe53 w 4124 d 10,u1 d 777 l
41sz d 270 793 n,9es d 103 \
9,324 d 776 269 11,979 d . 4e9e H 10,281 d 104 .
268 9,505 w 1 . .
794 775 19070 d a9a1w 105 , 10,852 d 267 11,030 d
9,341 w .
795 774 106 . 9,333 d 11,042 d 266 14,82) d
~ ~ 4575 d \ . V / \
773 O 796 ,2429 d 9eo3 d 265
Q 9,e52 at 114 ~ • y ~
772 ~ 9,544 of 1 1074 797 12,e24 d 451
97+4 d 264 W n,aes d
771 115 ~ W ~ 1 oe
798 r 14,013 d °'°w d 1 m 10.493 d 2 w r r I ~ N
~ a11e3 ~ 263 ..I V / O 11,742 d
770 e ~ • 11 m • 799 14,eso d \ 6 ~UN
W / e 0.983 d ae99 d e ~ 109 W 10,397 w W ~zr'~
.1 r ^ 769 V / ~ . _r7
800 15,oe9 d e a752 d ,as I 117 ~ 110 e . Q ~zCO
/ ~ ~ 4288 w 10.723 d . .
768 a "'~i. ° j . . 801 n,e2e d / ~ v 111 ~ ~ . V ~w~
G 262 13,154 d ..1 a739 d 34850 d . e Q ~mN
7 7 118 . u 802 18,es3 d ~ ~
~1 9757 0.r \ ` \ 112 ' a 11,805 d
766 144 . ` ~ . v w
803 t7,oae d . ~ 14,049 d 119 . o 827 d ~ ~ 10,321 d a ~ I NEE W E. L..\ a \ o z
. DETAIL 0 E L
804 765 ( AILO -1) 113 19,327 w 143 •~~''a 4e0 d ant 0.r r . . i 10.029 d 120 . .
~ '
764 r • . ~ . 8,8709 H 19038 d f'' 142 ~ . 's>.
• e 9,911 d 121 .
~ \ \ 11,548 of 763 261 - z a ~
1e,e3e d ~ 1 ~ 3s,3ee w . ' e 141 \ 9,888 d
762 t \ 11,497 d . O H z
18,020 0.i \ . ~ \ \ ~ o
260 140 761 ~ ~ e 1e,53a at 9,757 w 123 \ . . ~ ~
14,810 of r ~ \ \ 14,347 d . .v ~Q 145 \ . ~ ~ 19437 w . . ~-1 Q ~ a
760 39 •
lamed 259 1 \ 124 , 33,798 w \ 1 9,298 d 10.8'5 w \ ~ 146 ~ \ l ~ m F-
• . 10.178 d ~ " \ 1'.,_...-,.._..`
0.i ' \ 138 ~ . ~f . . f \ . ~ 9934 d 125 ~ ~ Z ~ ~ ~ ~ O
.
r e 147 ` 9A72 d \ \ ~ . ~ J ' \ 137 \ W J
. 317111 d 'I. ~ 9.418 d \ .
. 258 ~ ~ 126 . 14,373 d \ 29828 w . l 148 \
°~°°a w \ ~ 136
~ . . . .I ~ 9,319 d ` . ` \ H
. L.._..~ ease ~ 149 ~ 127 . K EE WALL 91n2 d . ~ ~ 19,803 d
. (SEED IL 0 -1) ~ aiea Z ! . . , d
722 256 ~ W ~ ~ / n J
. nao4 w 994, a 150 ~ 128 j 4138 d \ \ . 134 31,709 d V J =
. 723 2 . 17,411 d • ~ ~ \ 720 49s4 w 151 129 .1 • ~ ~ •
. 19931 w 9897 d 133 29311 w . . ~ \ 1 s 704 d I . . i..~..~.~. .
. . / 724 . ~ 19,502 d 254 130 J .
. \ 719 9,285 w \ 152 132 131 14,988 d .
. j • 0 725 9387 d e,on d 4es0 d 11.793 w J . ~ 14352 d
. .r~' 253 ~ . PROJECT N0: CE-335
. 726 71 B 9883 w ~ 153 ~ ~ . + 19,857 d 8,418 d \ 4285 d 1 . DATE: 06/27/06
• . ~ 727 16904 . 20.002 d ~ \ \ SURVEYED BY: B. HARRELL
/ 780 d 9,282 d \ \ ~ \ . a 717 154 ~ 728 ~ 635 10.191 d ~ 4884 d ~ . DRAWN BY: S. BAKER
19,821 d P` A,834 d \ \ _ . . ~~S V ..1 CHECKED BY: C. HUDDLE
636 ~ 251 \ ~ 729 G 10,371 d I. 632 ! . as17 d ~ .
APPROVED BY: J. HUDDLE
11 YOB of KNEE WALL 11,253 a< SCALE: 1" = 100'
730 t _ . V o63 (SEE DETAIL•OND
17211 of 638 631 . . . . . a7e50r 156 . . . . . . . . . . . 9,270 of 1x737 of 157 DRAWING NO.:
a,e3e .r taeeo .t 158 • ~ . . . . . . . . 731 1. 11.o74.r . SHEET 23 OF 34
nss2 et 639 . . . . s ~q 10,031 of 630 lzWd
7,821 of . . . a 160 J . . . . . . . . . 1 . . . . . . . 716 17.M of 4 . . . . . . . . . . . . . . .
. 11,988 of p 732 . . . . . . . . . . . . ,708 of . . ~ 629 ~ ? FP-4
0 . PARK ' 717 of 161

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EET ? EE H . . ~ 954 s,935.+ 872 ~ ~ ~ T,4os n,e59 ~ W
? 945 . a ? 910 e,m d 1. ~ 955 958 ~ O
.,fir r ? ~ . . • ( • ~ T,391 ar e,ne ~ ~ ~ ~ 957 873 ~ l ~ d
? 946 ~ 7 o9i6w a,ezz er ~ . ~ 1ao9o e ~ ~ . Q
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