20040463 Ver 1_Complete File_20040326

micnaei r. rasiey, uovernor

QG
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
May 20, 2004
Commanding General, MCAS Cherry Point
Environmental Affairs Department, Marine Corps Air Station
P.O. Box 8006
Cherry Point, NC 28533-0006
POC: Mr. George Radford
DWQ Project No. 04-0463
Craven County
Page 1 of 2
Subject Property: Railroad Stormwater Culvert, Front Gate, MCAS Cherry Point, NC
School House Branch [03-04-10, 27-112-2, C Sw NSW (nutrient sensitive)]
APPROVAL of 401 Water Quality Certification and AUTHORIZATION CERTIFICATE per the Neuse River
Buffer Protection Rules (I5A NCAC 2B.0233) with ADDITIONAL CONDITIONS
Dear Mr. Radford:
You have our approval, in accordance with the attached conditions and those listed below, to place fill within or
otherwise impact 148 feet of streams and 14,800 square feet (or 0.339 acres) of protected riparian buffers for the
purpose of replacing an existing road culvert at the subject property, as described within your application dated March
22, 2004 and received by the N.C. Division of Water Quality (DWQ) on March 26, 2004. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification Number(s) 3376 and
3366 (GC3376 & GC3366). The Certification(s) allows you to use Nationwide Permit(s) 3 and 33 when issued by the
US Army Corps of Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should obtain or otherwise comply
with any other required federal, state or local permits before you go ahead with your project including (but not limited
to) Erosion and Sediment Control and Non-discharge regulations. Also, this approval will expire when the
accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold, the new owner
must be given a copy of this Certification and approval letter and is thereby responsible for complying with all
conditions. If total fills for this project (now or in the future) exceed one acre of wetland or 150 linear feet of stream,
compensatory mitigation may be required as described in 15A NCAC 211.0506 (h). For this approval to be valid, you
must follow the conditions listed in the attached certification and any additional conditions listed below.
Conditions:
Erosion & Sediment Control Practices - Erosion and sediment control practices must be in full compliance with all
specifications governing the proper design, installation and operation and maintenance of such Best Management
Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Sediment and Erosion
Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control measures must be
such that they equal, or exceed, the requirements specified in the most recent version of the North Carolina
Sediment and Erosion Control Manual. The devices shall be maintained on all construction sites, borrow
North Carolina Division of Water Quality, WETLANDS / 401 UNIT
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
919-733-1786 (phone), 919-733-6893 (fax), hftpJ/h2o.enr.state.nc.us/ncwetlands
MCAS Cherry Point
Page 2 of 2
May 20, 2004
sites, and waste pile (spoil) projects, including contractor-owned or leased borrow pits associated with the
project. -
2. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind shall occur in wetlands,
waters, or riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notice Application. All
construction activities, including the design, installation, operation, and maintenance of sediment and erosion control
Best Management Practices, shall be performed so that no violations of state water quality standards, statutes, or rules
occur.
3. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and erosion control measures shall
not be placed in wetlands or waters to the maximum extent practicable. If placement of sediment and erosion
control devices in wetlands and waters is unavoidable, they shall be removed and the natural grade restored within
six months of the date that the Division of Land Resources has released the project.
4. Certificate of Completion - Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in criminal
and/or civil penalties. This Certification shall become null and void unless the above conditions are made conditions of
the Federal 404 and/or coastal Area Management Act Permit. This Certification shall expire upon expiration of the 404
or CAMA permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or stream impacts),
you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask
for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the
Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved buffer impacts)
shall be referred in writing to the Director for a decision. The Director's decision is subject to review as provided in
Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act and the
Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have any questions, please
telephone John Dorney at 919-733-9646 or Bob Zarzecki at 919-733-9726.
Sincerely,
(Z?9j_?
Alan W. Klimek, P.E.,
NC DWQ, Director
Attachments: Certificate of Completion
GC3376 & GC3366
Cc: Mr. Joseph C. Avolis, P.E., Avolis Engineering, P.A., PO Box 15564, New Bern, NC 28561
USACE Washington Regulatory Field Office
DWQ Washington Regional Office
DLR Washington Regional Office
File Copy
Central Files
DWQ # 04-0463
Date: May 20, 2004
bz
SENDING CONFIRMATION
DATE MAY-20-2004 THU 08:13
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 2/2
START TIME : MAY-20 08:10
ELAPSED TIME : 02'32"
MODE : ECM
RESULTS : OK
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Page 1 of 2
Commanding General. MCAS Cherry t
Environmental Affairs Aepattment, M . Corps Air Station
P.O. Box 9006
Cherry Point, NC 28533.0006
FOC: Mr. George Radford
Subject Property: Railroad std ter Culvert, Pro It Gate, MCA S berry Point, NC
School Hotue I ch [03-04-10` 27-112-2, C Sw S (nutrient sansitivc)j
APPROVAL of 401 Water Quality C1,J -n and kUTHORIZATId CERTIFICATE per the N- River
Buffer Frotectlon Rules (15A NCAC 0233) with A?DTTIONAL CO ITTONS
Dear Mt. Radford: -
You have our approval, in accordance i the attached conditions and the Qsled below, to place fill within or
otherwise impart 148 feet of streams ao 1,800 square lpet (or 0.339 acres of pmtecQd riparian buffers fm the
purpose of replacing an existing mad COMA at the subj property, as descki wWrin your application dated March
24 2004 and received by the MC. Di ' o of Water Qu y (DWQ) on lid 626,2 . 04After reviewing your
application. we have decided that the s are covered by General Water ity Certification Number(s) 3376 and
3366 (GC3376 & GC3366} The Certi ejion(s) allows you to use Nation dC Permit(s) 3 and 33 when issued by the
LJS Army Carps of Engineers (USAGE 'this letter strati also set as your tEy-1a-val d Amhvrization Certificate for
impacts to the protected riparian buffferns 15A NCAC b.0233. J. M ti u shonM obtain or otherwise comply
with any odder required federal, state or Deal permits bef ro you go ahead r project including Nut not lYmited
to) Erosion and Sedimcal Control and discharge re tions. Also. will expire when the
arcompanyiag 404 pernnt expires under herwise spec' ed in the Gencml Ctttification.
This approval is only valid for the pure and design th1t you described in curapplication. tf you change your
project, you must notify us and you me sequined to s8nd us S. now appli on. It the property is sold, the new owner
must be given a copy of this Cnrt;fieari approval letter and is th-hy fe pnncihln f mmply,ng with all
conditions. If total fills for this project no or is the futLm) exceed one acne bf wetland or 150 linear feet of stream,
compensatory mitigation may be roq " described In 15A NCAC 2H .030E (b). For this approval to be valid, you
roust follow rite conditons listed in the eertifioai,ion and any addition conditions listed below.
i
Conditions: I
1. Erosion 8t Sediment Control Practi Erosion and Lineut control dew must be in full compliance with all pi ac specifications governing the proper Lgn, installaticin and operation an 11 ' tanaace of such Best Management
Practices in order to protect surface ers standard s.i
a. The erosion and sediment jmI measures or the project must bC designed, installed, operated, and
maintained in accordance i the mwsl rece?tt version of the Ni Carolina Sediment and Erosion
Control Planning and Des n ? Ianaai. I
b. The design, installation, )ion, and maintrnanee of the s eft t and erosion control measures must be
such that they equd. or exc , the requirea?eab specified in tt recent version of the Norsk Carolina
Sediment and Eros on Co o Manual. TThall devices shall be m rained on all construction steer, borrow
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mailbox:///C l/Documents%20and%20Settings/bob_zarzecki/Applicat...
Subject: Re: MCAS Cherry Point permit application
From: Bob Zarzecki <[e-mail]>
Date: Thu, 20 May 2004 08:56:35 -0400
To: John Dorney <[e-mail]>
CC: Ferguson GS 11 Robin T <[e-mail]>
Robin,
I found the file in my box. It was reviewed by two of your staff and was recommended to be issued. I'll
write the approval letter today and fax you a copy (at the fax number below).
- Bob
John Dorney wrote:
i think bob is working on this one. he was in the field all day (some with me) and we will be teaching
a class all day tomorrow. he will handle this when he gets back into the office. thankx
Ferguson GS 11 Robin T wrote:
John
We need to ask that you look into our water quality cert application for replacement of a railroad
culvert here on MCAS Cherry Point, and that you expedite the review of this project as much as
possible. Your office received the application on 26 March, but the review was delayed because we'd
sent too large of a fee check. I just spoke with Rob Ridings who told me that the project still has not
been distributed for review. Your counterparts (namely in stormwater and sedimentation/erosion
control review) are holding their review of the project until the Neuse River buffer rule authorization
has been granted. So we're stuck.
This is a crucial project for MCAS Cherry Point. It will replace a culvert underneath the railroad bed
which we use to provide all aircraft fuel deliveries to the air station. We need to start and complete
construction in decent weather (i.e. not hurricane season) and within 30 days to provide for the least
interruption to fuel deliveries.
FYI, Scott Jones with the Washington USACE office called and left a message that he's issued the
NWP and we should receive his letter this week.
Thank you,
Robin Ferguson
Environmental Affairs Department
Marine Corps Air Station Cherry Point
PSC Box 8006
Cherry Point, NC 28533
[phone]
[phone] (fx)
1 of 1 5/20/2004 8:56
AVOLIS ENGINEERING, P.A.
Z7-
-LJ P,O. Box 15564 • New Bern, North Carolina 28561 • [phone]
D yo y63
April 26, 2004
Mr. Michael Horan
NC Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604
RE: 401 Water Quality Certification
Replace Railroad Culvert, Front Gate
MCAS Cherry Point, Craven County, North Carolina
AE Project No. 03129
Mr. Horan:
WETLANDS / 401 GROUP
APR 2 7 2004
WATER QUALITY SECTION
Please find enclosed a check in the amount of $200.00 for the above-referenced project. This
amount is now correct due to the design change that reduced the impact to less than 150 linear
feet along the stream.
Please return the original check in the amount of $475.00 at your earliest convenience.
Should you have any questions relating to this matter, please do not hesitate to call.
Sincerely,
Joseph C. Avolis, P.E.
President

UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
PSC BOX 8003
CHERRY POINT, NORTH CAROLINA 28533-0003
4
5090/28492
LN
March 22, 2004
North Carolina Department of
Environment and Natural Resource] 01i
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center.
Raleigh, NC 27699-1650
Subj: 401 WATER QUALITY CERTIFICATION REPLACE
CULVERT, FRONT GATE MCAS CHERRY POINT,
NORTH CAROLINA AE PROJECT NO. 03129
Gentlemen:
4®1
RAILROAD
CRAVEN. COUNTY
Enclosed please find seven copies of the PCN application for
the above subject project and Check No. 7925 in the amount
of$475.00.
The project has been designed to meet the requirements of
Nationwide Permit No. 3, which included lowering the culvert an
average of 3.0 feet below the elevations of the existing
culvert. The riparian impact area is less than 150 linear feet
(148 LF). Nationwide Permit #33 is also being requested for the
temporary stream diversion to install the culvert.
The new culvert is being proposed as 80 feet in length as
opposed to the current 60-foot length. The increased length
will help to alleviate the existing steep side slopes of the
railroad embankment fill where it crosses the stream. The
stream bank sides are vertical with no wetlands.
The project also includes the installation of articulated
concrete block matting at each end of the culvert to control
scour.
i ?
t

MAR 2 6 2004
Q'U A?f sp ""d ? s
1?
t®
5090/28492
LN
March 22, 2004
It is requested that you please issue a 401 approval for
this project. Your cooperation is appreciated. Should you have
any questions relating to this matter or need any additional
information, please contact Ms. Robin Ferguson of the
Environmental Affairs Department at 252-466-5917.
Sincerely, A
W. DFO
nviro men a Affairs Officer
By direction of the
Commanding General
Enclosures: 1. PCN Application
2. Drawings (7 copies)
3. Check No. 7925
2
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit ® Riparian or Watershed Buffer Rules
Section 10 Permit Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:NWP #3 and NWP #33
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here:
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here: n
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: F]
II. Applicant Information
1. Owner/Applicant Information
Name: Commanding General, MCAS Cherry Point
Mailing Address: Environmental Affairs Department, Marine Corps Air Station
P.O. Box 8006
Cherry Point, NC 28533-0006
POC: Mr. George Radford
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent/Consultant Information (A-signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Joseph C. Avolis, P.E.
Company Affiliation: Avolis Engineering, P.A. WSTI ANDS 91
Mailing Address: P.O. Box 15564 P
New Bern NC 28561 MAR 2 6 204
W141" •""I
Telephone Number: [phone] Fax Number: ( 252) 633-6'td? CTJ0N
E-mail Address: [e-mail]
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Replace Railroad Stormwater Culvert, Front Gate
2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN):_ US Government Military Base
4. Location
County: Craven Nearest Town: Mcm cherry Pn; ni-
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From MCAS Cherry Point Main
Gate on NC Highway 101, proceed north on Roosevelt Boulevard 400' through
Main Gate. Project is 400' to the east.
5. Site coordinates, if available (UTM or Lat/Long): N 34° - 53.071 ' W 76° - 54.242'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 11,862 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): School House Branch
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htip://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The existing culvert is a corrugated metal pipe, installed
in the 1970's underneath a railroad bed crossing of School House Branch (a
perennial stream). The culvert is deteriorated to the point of requiring
rep acemen to avoid co apse. The existing cu vert is 60 long and 8 in diameter.
Due to scour at the downstream end, the existing culvert has a clear fall of 1.4
feet to the downstream water surface. This portion of the School House Branch
waterway has previously been channelized. The stream bank below the culvert has
been stabilized using concretpage6of12 rubble. The surrounding area is open, low-
lying and contains a 1 acre manmade pool controlled by a water control structure
which discharges into School House Branch directly downstream from the culvert_
10. Describe the overall project in detail, including the type of equipment to be used: Installation of
the new box ilveri- will required ; ion of the existing culvert and the
construction of a stream diversion. The project will impact 148 linear feet of
riparian buffer. Temporary and permanent vegetation will be provided. Stabilization
matting will be provided at the culvert inlet and out et. Existing s eam concrete
rubble placement will be re-established at the site. Equipment used: Trackhoe,
Dump Truck, Backhoe and Box Blade.
11. Explain the purpose of the proposed work: Replacement of structurally failing metal
culvert at railroad crossing. Longer culvert (80' vs. 60') used to flatten
embankment slopes to prevent erosion. Concrete matting at culvert ends to
prevent scour during high flow conditions.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There are no previous permit applications or approvals associated with this
project site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
_There are no current plans for future projects at this project site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: Stream impacts include lemgte-ning
the culvert from 60' to 80', temporary diversion during construction temporary
dewatering of culvert area, concrete matting for scour protection and replacement
of existing rip rap rubble in the stream to match existing conditions.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain"
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1,200 Acres
Total area of wetland impact proposed: 0 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Culvert 80' School House Bran ch 10' Perennial
(60' Cul vert to be increas ed to 80 LF)
1 Grading/ 68' School House Branc h 10' Perennial
Revegetatio
1 Concrete Matt ing 41' School House Br h 10' Perennial
r I I I - - F--
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.eov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 148 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): F-] uplands 0 stream wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Existing 60' vs. 80' long culvert results in steep embankment slopes and erosion.
80' culvert with end retaining walls will produce 4:1 grassed slopes. Project
has been designed to impact less than 150 LF of stream. Concrete matting used to
eliminate existing scour conditions which occur during high flow conditions--
204 CFS (25 Year Storm).
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stmigide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No proposed mitigation since stream impact is less than 150 feet. Project will
improve upstream passage of stream life by lowering the culvert invert 1 foot below
the stream bed. The existing culvert invert out is located 1.4 feet above the
School House Branch stream water surface. Scour protection will be provided at
culvert ends.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wM/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ® No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes © No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes 0 No ® project qualifies for a categorical exclusion under USMC
NEPA policies and State clearinghouse review is not required.
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify Meuse ??
Yes ® No E] If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8,8880 3 N/A
2 5r920 1.5 N/A
Total -14,800 N/A
c,vuc cxtenus out w feet perpenaicuiar from near Dank of channel; Gone 2 extends an
additional 20 feet from the edge of Zone 1.
Impact is less than 150 IF, No Mitigation Required.
Page 11 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Installation of
hP nPw box milvAri- will remiire demolition of the existing culvert and the
construction of a stream diversion. The project will impact 148 linear feet of
riparian buffer. Temporary and permanent vegetation will be provided. Stabilization
matting will be provided at the culvert inlet and outlet. Existing s eam concrete
rubble placement will be re-established at the site Equipment used: Trackhoe,
Dump Truck, Backhoe and Box Blade.
11. Explain the purpose of the proposed work: Replacement of structurally failing metal
culvert at railroad crossing Longer culvert (80' vs 60') used to flatten
embankment slopes to prevent erosion. Concrete matting at culvert ends to
prevent scour during high flow conditions.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
There are no previous. permit applications or approvals associated with this
project site.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There are no current plans for future projects at this project site
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a written description of the proposed impacts: S re • mm -f-c in rr7P 1 I'aning
the culvert from 60' to 80' temporary diversion durincr construction temporary
dewatering of culvert area, concrete matting for scour protection and replacement
of existing rip rap rubble in the stream to match existing conditions.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

* T cf A al, «A
---?• ?•-?•• .... 11-1 -y... -.Y - 1-ILLIy ,cu,yU,a, y u„pac,,. impacts incmae, out are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hiip://,Aww.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 1,200 Acres
Total area of wetland impact proposed: 0 Acres
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
1 Culvert 80' School House Bran ch 10' Perennial
(60' Cul ert to be increas ed to 80 LF)
1 Grading/ 68' School House Bran ch 10' Perennial
Revegetatio
1 Concrete Matt ing 41' School House Br h 10 Perennial
* List each im a t t 1 d 'd
p c separa e y an t enttfy temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usas.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., -,vww.topozone.com,
www.mQquest com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 148 LF
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

* L' h '
Ist eac impact separately and Identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): F-] uplands ? stream 7 wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Existing 60' vs. 80' long culvert results in steep embankment slopes and erosion.
80' culvert with end retaining walls will produce 4:1 grassed slopes. Project
has been desi ed to impact less than 150 LF of stream Concrete matting used to
eliminate existing scour conditions which occur during high flow conditions
204 CFS (25 Year Storm).
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
No Mitigation Required.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
300 SF of impervious surface associated with top of the new retaining walls at
each culvert end. Stormwater treatment shall be via flow over 4:1 sloped grassed
surfacce. Erosion control measures include silt fencing, rip rap, inlet protection
XII. Sewage DisposaC (require 'by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
This project does not generate any sewage.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (I 5A NCAC 2H .0500) or any Buffer Rules?
Yes F] No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Project will occur under a 30-day period in order to restore railroad service
to MCAS Cherry Point. This relatively short construction period will help to
minimize potential impacts, particularly due to stormwater events.
George Radford, J/?.9104
gent's Signature Lnvironmenta-L attairs urricferD0e
valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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3-0 fxpOQM* COppZW 0 1999 m mm t vmm, •a Im" I== Dam; m r--. -haw = awls: a : "'a - - Us ac - - -
STORMWATER POLLUTION PREVENTION PLAN
REPLACE RAILROAD CULVERT, FRONT GATE
MARINE CORPS AIR STATION
CHERRY POINT, NORTH CAROLINA
PROJECT DESCRIPTION
This project proposes the replacement of an existing railroad culvert at the School House Branch
Crossing on Marine Corps Air Station, Cherry Point, North Carolina. The existing corrugated
metal pipe culvert is in a deteriorated condition and is sagging in the middle. The replacement
culvert will be a 12 foot wide by 10 foot high concrete box culvert. The new culvert will be
placed an average of 3 feet lower than the existing culvert in order to place the culvert beneath
the stream bed. The culvert replacement is being submitted for approval by the U.S. Army
Corps of Engineers under Nationwide Permit Numbers 3 and 33.
The existing impervious surface at the site includes the railroad bed made up of stone ballast.
The remaining site area is grassed. A segmental concrete block retaining wall is proposed to be
constructed at each end of the culvert to hold the fill over the new culvert back. The retaining
wall will result in 300 additional square feet of impervious area on the site. Otherwise, this
project proposes no additional impervious surface.
This is a low density project that proposes only a minor increase in impervious area associated
with the construction of the retaining walls at each of the new culverts. The project will also
correct the erosive conditions which presently exist at the railroad fill embankment.
PRE-CONSTRUCTION PHASE
Prior to the start of work on the site, silt fencing will be placed at the base of all slopes where
land disturbing activities will occur. Silt fencing will be placed to form the excavated soil
stockpile areas. Gravel control entrances will be placed at project entrances. Rubble and stone
rip rap in the existing stream will be removed and stockpiled for replacement where the new
work impacts the stream. Set the turbidity curtain in the stream channel downstream of the work
area.
CONSTRUCTION PHASE
Conduct all fueling and necessitated equipment repairs at least 300 feet from School House
Branch.
Conduct demolition and temporary grading operations to prevent impact to School House
Branch. Provide temporary seeding and mulch stabilization on all disturbed surfaces in
accordance with the vegetation plan.
Stabilize the temporary stream diversion entrance and exit areas with rip rap as specified.
Provide sheet pile cut off walls to direct runoff.
Control and manage laydown area, soil stockpile areas, construction site wastes (such as
demolished concrete, concrete truck washout, excavated soil, litter, etc.) to prevent
contamination of stormwater. During all phases of the contract, protect existing streams, ditches
and storm drain inlets from water-borne soil and water-borne contamination by methods required
by the permitted stormwater plans and sedimentation and erosion control plans.
Drive sheet piling and dewater the excavation area for placing the new culvert at its lower invert
elevation. Construct a temporary stilling bain for treating the discharge form the dewatering
operation. The stilling bain shall be constructed in accordance with the detail on the project
plans.
Place the stilling basin outside of the riparian buffer area. Place the stilling basin discharge
outside of the riparian buffer onto the existing stabilized grassed field at the project site.
Maintain all specified erosion and sedimentation control measures.
Schedule all work to coincide with favorable weather conditions. Make preparations to
minimize stormwater runoff impact when severe weather is forecasted.
Once the new box culvert is placed, provide inlet and outlet stabilization. Remove temporary
stream diversion measures. Construct the segmental concrete block retaining wall as fill
progresses over the new culvert. Provide final fill to the slopes indicated. Provide silt fencing
protection around all catch basins.
Provide sod stabilization of all disturbed areas. Provide landscaping in accordance with
landscaping plan. Provide only one application of fertilizer.
POST CONSTRUCTION PHASE
Remove all temporary erosion and sedimentation control measures. Restore and revegetate all
disturbed areas. Replace rip rap in School House Branch to form pools to match the existing
stream conditions.
4 I 5
1 ~ 2 ~ 3
as
I~ 2°~ --I
STANDARD LENGTH RAILRi~AD TIE ~ RAILROAD TRACKS \ a
0 0 0 6" LAYER OF COARSE AGGREGATE o o ~ ~o o$o STAN 0000 OVER 12" LAYER OF STONE BASE AMP p o 0 0 ° ° o oo~o NEW RAILWAY B 00000 COURSE PROVIDE FILTER FABRIC opa~ ~c~p o~p ~ ~ ~pooo
I RAILWAY BALLAST STONE 1' 8 ~ ~
8" NCDOT ABC COURSE
~p~o~ UNDERLAYMENT (CON-TECH C-31NW) q o~0~0~ ~0~~ ~ ~ X00 3(TYP.) ~ OVER GEOGRID (TYP.)
0 0 o O~p~ O O ~ o q
50~ O~ODO O O ' ~ ~ 4(TYP.)
o°o°o Do - AS INDICA o 1
D 00000 ~ ~Q~ o RIP RAP o W TEMPORARY VEGETATIVE ',EEDING N
AFTER COMPLETION OF GRADING ACTIVITIES AND THE ~ z
°~o~o°o 0000 0°0 0 pp p Oon SHAPE AND SHAPE AND COMPACT 12' TO SHOULDER BREAK CONSTRUCTION OF ;WALE', ALL EXPOSED AREA; SHALL w ~
EDGE OF EXISTING ~o~~° ooop oo ~ FINISHED G GRAVEL TRAIL ~ o 0 0 00,0 FINISHED GRADE. BE SEEDED TO THE FOLLOWING SPECIFICATIONS: ~ o
40:1 SUBf,RADE SLOPE SEED ~ o
°o~ 0000 00 PLACE NEW SS-1 GEOGRID GERMAN MILLET 40 L[3S P[R ACRE w N
PROVIDE 2x12 BOARD(S) ACROSS ~ ~ E TR E TRACK REPLACEMENT '.ECTION PROCEDURE J
A GRAVEL CONTROL ENTRANCE AMP 1/3 MIN. HEIGHT OF INLET C9 C9 ;C C9 C9 ;GALE NOT TO SCALC STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL ~ ~
C9 C9 NOi TO SCALE FACE OF PIPE TO PREVENT INSURE APPROXIMATELY 7'.% COVERAGE OF THE SEEDED
SEDIMENT FROM ENTERING PIPE. i AREA. THE STRAW AND Si~WN ;EED WILL BE LIGHTLY o[sicNEO & ENCwe[REO 5x
REMOVE AFTER VEGETATION IS ESTAD I;HED NEW CONCRETE DICED INTO THE BED TO GIVE IT FURTHER RESISTENCE
La BOX CULVERT
Do - AS INDICATED 6" RIP RAP ~5 REBAR I TO BLOWINr, AND WA;IIINr DO NOT fERTIUZE TEMPORARY
SEEDING. , }
~3 STIRRUP PERMANENT VEGETATION `,HALL BE CENTIPEDE SOD AND ~
00000 0000 0000 ~p H @12~~ O.C. ~ 3' (TYP ALL SIDES LANDSCAPING MATERIALS. UNE APPLICATION OF FERTILIZ[R AVOLiS ENCINEF.RINC. P.p.
SELF ANCHORING FILTER FABRIC oooooo~~oo 0 ocooo°ooo 0
METAL POST @ 6' O.C. MAX SECTIOPJ A A ONLY SHALL 6E PERMITTEII TO PROVIDE COMPLIANCE WITH «~=~~in ~ „ oae o:°'~z"s`z~'s~~-ssm
NCDOT X57 15A NCAC 026.0233. APP( (CATION OF FERTILIZER AS A
SILT FENCING IN ACCORDANCE 14 tD STONE BASE MAINTENANCE PRACTICE !S PROHIBITED.
WITH NCDOT STANDARDS Do La W AVG. RIP RAP SIZE MAX RIP RAP SIZE APRON THICKNESS
3. (IKEX BRAND) 8" & 12" 6' 8' 6° g° ~q" GEOGRID
~ GEOTExTILE H ,~~~°~tr~ 1c VEGETATION PLAN r;
NOTE:
C 1. PLACE STABILIZATION AT ALL CULVI RT INLETS & OUTLETS INDICATED. C2 C3 NOT TO SCALE ` ~ S
8 ~ 2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE CUTOF FLOW REQUIRED DEPTHS. CUTOFF WALL 18 COMPACT SUBCRADE = 5380~Ifi1~
~~o`••.:......... v.. CUTOFF WALL END VIEW '~.FFNiCiii ~~~~`O•
i\~~\\~\\~\\\ 3 OVERLAPLALLJOWRS ,ON~,PREPAREI~ BOTTOM AND SIDES. F C C9 C9 SC 3' ~ WLFT/OUTLET PROiEf,TION C9 SCALE: NOT TO SCALE ~pRO Ep
C9 C9 NOT TO SCALE
AC71Ntt - SA7FfRCiORY i0
C3
on*~
B SILT FENCE
FnR E(D FOR COMMANDER NAVfAC
C9 C9 NOT ?0 SCALE
24° ~niE
A/E END
JCA DESiGrv REVETMENT CABL LEEVE RR~ Rqw
-I REVETMENT ABLE WASHER SILT FENCE SEE DETAIL B TEMPORARY SHEET PILE AKA RE~~Ew
REV MENT CABLE THIS SNEET DIVER;ION DAM AKA 2 cHiEV naa fi crvca.
aeo~cc. rnnrucca WDM
~6 Qg., Zi-2,
~ 18" (9" AVERAGE ExrAVATION AREA `~RER0TC10N eenHCw unnncea PGF
35°
2:1 TEMPORARY CUT SLOPE c~
B 6„ r (4) 7/8"m ANCHOR BOLTS a ¦ NONE SIZE) (AS IfJDICATED) oRE~.oa - ~A~ - STABILIZE & VEGETATE SEE
~I DETAIL HTHIS SHEET U B
Z
SOLID TOP & 35" H 0 0 ~ p r ~
ACCESS OPENING , 8-~~ ,
AS REQUIRED I~ Z w
tip' 36„ ARMORFLEXe CLASS 50 PLAN ~ p ~
WITH POLYESTER CABLE WOVEN GEOTEXTILE EXISTING SUBGRADE ~ U
ELEVATION (A; INDICATED) a ~ w
RISER HEIGHT: L 32 z~ TYPICAL CROSS SECTION ~ = Q
g" ~ 0-8" ~ 276 , 1' 4" I 1 7 8.. REVETMENT REVETMENT U 3 w
CABLE SLEEVE WASHER I STREAM DIVERSION CHANNEL Z ~ Q v~
REVETMENT CABLE C2 C3 NOT TO SCALE NOTE ~ O ~ ~
USF 4120 FRAME AND GRATE FLIT '~6" FAB NOTES
FLITER WEAVE 500 THE STREAM DIVERSION CHANNEL IS A ~ N
FABRIC UNDERLAYMENT TEMPORARY EROSION CpNTROL N Q p p NOTES: DEVICE USED DURING THE COURSE OF
1. ARTICULATED CONCRETE MAT SHALL CONSTRUCTION. ~ ~ ~
PROFILE BE CLASS 50, 43-53 LBS/SQ FT. a ~
(6 1. CONCRETE 4,000 PSI MINIMUM ~ 2 INDIVIDUAL BLOCKS SHALL BE 20% ~ ~
LIFTING HOLES 1 2. REWFORCING STEEL ASTM A-615 GRADE 60 ARMORFLE (4 EACH) C9 C9 NOT TO S 6" 1 ARMORFLEX 0 ARTICULATED MAT OPEN AREA.
NOT TO SCALE 3. MAT SIZE AND SHAPE TO BE AS r p U
INDICATED ON PLANS. U g
= BASE SECTION w ~
6^ MAX. PIPE DIA. o z
,q 3^ 1 2E" 36° WAFFLE
1 H WALL WALL AVAIL. ~a
6 2'-6" 12" 12" YES ~ A
6" 3' 6" 18" 18" YES
CODC iD. N0. 80091 ~i2E D
4' 6" 18" 24" YES
5'-6" 18° 24" YES
PROD. N a8 CGOa26u
~ CATCH BASIN SPEC. N 050JOI2i
C9 C9 NOT TO SCALE ONSIR.OCONiR. N0.
u62a~0-OJ-C-021
RELEASE FOR PERMITS -NOT FOR CONSTRUCTION ~A°°~ °R°w~~°
s~EE.
C9
1 ~
DRAWFORN REVISION JULY 2003
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/
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o a ~ -L ON PLAN EMOLITI SITE D ITIONS &
0 Q NG COND EXISTI ING P.A. C 1 AVOI.IS ENGINEER , Civil and Environmental Engineering
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0 ' AL DATA POBoz,5564NewBern,NC28561 OT E C H N I C Phone 252 633-GD68 Fax: X252, 633-65D7 SITE GE ~ ~ C2
0 G PLAN WATERIN
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° ~ , o iw . 0 _ . o S DETAIL C9
fIRE 5 A ON O ~ , ~ a~G .93 b a ACTIVITY - SATISFACTORY TO
a r I l~ P a ~ DETAILS C10
~a N DATE
on 0 d~ o o~ ~ LL SITE PLA TAINING WA R E APPROVED S1
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D o 00 AL ' a 0~~ µ~awk .q VATICAN LL ELE (NING WA ST R ETA EA S ~ R NAVFAC
O ap FOR EFD FOR CON~IANDE
a 4 ob Q ~ ~ s, . . ELEVAT.O ~ R~ ING WALL k_ T RETAIN WES
c ,.y e. ~ np O ~ ~ o~~~o 0 S ~ DATE ASE EFD
e Qo CTIONS LL SE NING WA RETAI SIGN S4 JCA DE
J O ~ 6 ® RRD DRAWN
1 O ETAILS WALL D I W TAINING JKA REVS RE
b NAVAL 9 HOSP1IAL ° SS JKA Oc
.~:v;..- ~00q 4 IDG. 4389 0048 0. ATIONS N R. E C I F I C CHIEF ARCH. E G ALL SP ~ (NING W RETA
0 a~ ~ S6 PROJECT MANAGER W D M
8~e ~ c, ,.a r ~r G PLAN FIRE PROTECTION SCAPIN LAN D
9 bd~~ ° L1 - BRANCH MANAGER F~'~
TAILS DESIGN DIRECTOR CAC PING DE
o LANDSCA L2
STATION ~ q N - o z
rDG. 1000 ~pgr~f~K a U
n ABBREVIATIONS ~ ' °z V
0 LEGEND: Z ~ @ AT ~ ~
m.. 9 TE BENCHMARK w ~ w B.M. SI EXISTING NEW z Z
° o ~ CB CATCH BASIN O ~
G~ CONTRACTION JOINT - iNE OHE ~ ~ CJ cal IC OVERHEAD ELECTRIC L U
V CENTERLINE w ~ _ 8
M CLEARING LIMITS - _ CONTOUR `i ~ ~
CL ~ ~ w
CMP CORRUGATED METAL PIPE - - CL - - ; w ~ CLEARING LIMITS Q = Q
CMU CONCRETE MASONRY UNIT Z ~ F-- U W W
FASTING CATCH BASIN ~ w E ~ Q
TIN Z C~ _ ELEV. ELENA 0 O ~ T~ ~
SLOCUM CREEK ~ ~ , UTILITY POLE O t- EXIST. EXISTING - - ~ ~
EAST PRONG I ~ Z ~ - EJ EXPANSION JOINT ~ . ~ ~ CONCRETE Q w
. , I- ~ O ~ - HDPE HIGH DENSITY POLYETHYLENE cn Q ~ O
v RYBENCHMARK O INV INVERT TEMPORA U
17 ~ ~ ~ LF LINEAR FEET 24.11' Q ~
KINSTON 24.11 SPOT ELEVATION - Q
GRAVEL PARKING AREA MAX. MAXIMUM ~ ~
GRAVEL CONTROL ENTRANCE A MIN. MINIMUM STONE CHECK DAM w ~ w
70 N NORTHING U SILT FENCE ~ Q O
TYP. OE 2 G1 C9 NEw BERN ROOSEVELT BLVD O.C. ON CENTER Z U
SCHOOL HODS ~ i~ ~ BRANCH T LAYOUT POINT ' P RIP RAP OUTLET PROTECTION ~ w w w
,a RCP REINFORCED CONCRETE PIPE o Z
,~F~s _ - ; ' OFFICE F ~ PASS Y STATION DIRECTION OF FLOW ~ z ~ STA. ~
TEM ORAR p .L SITE K TBM TEMPORARY BENCHMAR ~ ~
STO KPI AS CAS Q T,W. TOP OF WALL a
CHERRY POIN T AVELOCK fl
17 70 TYP. TYPICAL CODE 1D. N0. 80091 SIZE D
5 58 NC NWY 101 ~ SCALE: AS SHOWN
JACKSONVILL ATE FED N0. 5448
AD FORT FRONT G MOREt1E - BEAD CT. THE CONTRACTOR IS STA. PROJ. N0 CP0426M
,CAP CITY --i~- NOTE: THIS IS A DESIGN BUILD PROJE W BERN NC. SPEC. No. Dso3o~z,
ATIANT O~E~ r LEJEU ~ TRADER CONSTRUCTION COMPANY, INC. OF NE CONSTR. GDNTR NO.
N62470-03-C-0721
NAVFAC DRAWING N0. _ MAR ~ u 2004 ~~~"~r
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a o 00'~ SHEET , OF ,8
G
DRAWFORM REVI>ION JULY 2003
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I I ~ i l~ l `k~-' l 1 \ ~ NOTES: °
~ 1 ,l, i, W Q GENERAL CONSTRUCTION NOTES: a w
1 / z ~ / ~Q I ~
- _ w ~
~I 1 ~ \ ; ~ ~ - Q 1 ; I ~ m ~<< I 1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE T ~ ~ CON RACTOR
1 ~ ~ ,'1 ~ ! / i ~ / i ~ SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS OWN SATISFACTION ~ N
I ~ A ~ I LiJ 1 ~ ' % ~i ~i~: i v~ ~ _ ; , ~ 1 ~ 1 ~ i '~a ~ ~,~1 / %r THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT THOSE NOT
~ ~ ~ ~ ~ C. ~ ~ ~ - % r x S SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. oESicNEO & ENCiNEERE~ eY:
_ EDGE OF STRE~M ~ ~ ~ j ~ ; ; ~ ~ - I~ ~ i ~ ' ~ ~ ~ i
I l ~ l / ~ ~ 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO
~ ~ ~ ~ / ~ ~ ' ~ ~ ; ! ~ EDGE OF ST ~,AM I ~
~ ~ 1, l , ii/,'6~ / i THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. ~ L
l l;i ; AVOLIS ENGINEERING, P.A.
_ ~ I ~ i ! I ~ ~ E ~ ~ ~ ~ ~ ~6P~CR~TE HEADCNALL 20 STUMP " SPECIAL DEMOLITION NOTES: GrvilondEnviroomenlolEnylneerlnq 20 STUMI~~ 0 PO Box 15564 New Bern, NC 28561
~24 STUMP TO ~ ~ ~ ~ T~ / TrY DISHED (QOTH SI ES) BE REM01 BE REMOVED ~ Phone: [phone] Fox: ~252~ 6~-65D7
BE REMOVED ` > ~ ~ ~ ~ / , ~ i , ~ i 1. INSTALL SILT FENCING AND OTHER EROSION & SEDIMENTATION CONTROL MEASURES PRIOR TO
~ ~ ~ i ~ i ll~ ~ 1 ~~STUM ~r . li 1 ~~STUMP TO STARTING WORK,
~ ~ ~ ; ; 1, ~ 1~ , ST MP TO' BE RE~t6' . , _ - _ - i ~ ` , 18 STUti BE RE~t0~€D~ - -1_,
_ ~~~o~uum u~ar'i'~, 18 STUMP JQ__ ~ 2. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT ~o~ G,~
14~~STUMP TO _ , / ~ _ ~ 16 PINE TO - ~ r ~ B -REi~C B --R~1vi0VED STONES, RIP-RAP, AND BROKEN CONCRETE SLAB MATERIAL. THESE SHALL REMAIN ON SITE ~ r`'°°o~?~~';
BE REMOVED 10 ~ ~ ~ ~ ~ 1 _ o,' FOR STREAM RESTORATION. a~
_ ~ BE REMOUED - ; _ INV ~ ; _ - = ~ % / ; - / 12 , 20 PINE ANI - 1, ~ - _ - - 1 20 PINE AND SMALL _ I - ~EAL
_ ~ _ _ ~ / ; TREE GROUP TO BE - - _ ~ , i GROUP TO BE RE OUEDI -~r 3. RAILROAD TRACK SHALL BE NUMBERED FOR REINSTALLATION BACK IN THE SAME LOCATION. 1~.~"
- 1 ~ _ , ~ - - - - - ~~t ~ ~ ~ ~ ~
_ - - _ I ^ _ 2~ OAK TO ` - - i - _ ~ - 9' r 1 - ~ . - RE-~E~IOVED ' ~Xt~lN6-_N+006-~-TAMING / / REUSE EXISTING RAILROAD HARDWARE. SALVAGE EXISTING BALLAST STONE FOR REVS(. PROVIDE ~~°°~.<~~;~,I,
- - - NEW RAILROAD TIES. ~ ~ '`H RJ
" - - ; % ~ -WAtC-T~ BE DEMOLISHED;~BOTH SIDES" - - - - _ ~Illllllllllllllllti~~ SEAL
" ~ ; - - ~ ~ i - 2~' 4. THE EXISTING CULVERT SHALL NOT BE DEMOLISHED UNTIL STREAM DIVERSION METHODS ARE ~ APPROVED
" - - 19 - - ~ - - - - _ EXISTING- CMP CULVERT _ - ~ ~ - I CONSTRUCTED.
- _
- - - ~ ~'0 - - - ! TO BE DEMOLIS D BOT+i . I S ~ H~.. ODE ) ~ - - - " - _ _ _ _ ,2~ ACTIVITY - SATISFACTORY TO 5. PROVIDE REFLECTORIZED BARRICADE ACROSS RAILROAD TRACKS ON EACH SIDE OF WORK AREA.
- - - - & R~A~EME~1T-= ~2 ±
- - EXTENT OE TRACK- DEMOL~ 1O1~ - DATE , 6. EXCAVATED SOIL SHALL BE PLACED ON 6 MIL POLYETHYLENE, BERMED, AND COVERED WITH APPROVED
- Y- ,l POLYETHYLENE. ANY SOIL NOT USED FOR BACKFILL SHALL BE TESTED FOR PARAMETERS REQUIRED
BY THE ROICC AND DISPOSED OF AS DIRECTED.
FOR EFD FOR COMMANDER NAVFAC
1
- - - - -2,3- - DATE
- DEMOLISH & REPL~A E- SIl1NG- - - - - - - REMOVE AND REPLACE EXISTING ~ -Ll~ A/E EFD CE~EXfSIJTPIG ~
P _ RAILROAD FLANGE GUARD - - 22 ~AiLROAi~ TRACK--- - ROUIDE REFS€CTIVE _ _ PROVI~I=1~E1 _ Q JCA DESIGN
~ _ _ _ ~ , - - _ _ - - - BARRICADE PROVI~F 1~FFl.~TI~fE- ~ RRD DRAWN U w
BARRICADE - - BARRICADE Q ~ JKA REVIEW ~ - - ~ ~ JKA oc
/---1 - _ ~ _ _ _ % EXISTING WO~~ R~~1~~ ~NAC ~FfiAf~1~~ ~NAtL I -
~ PROJECT, tlfdlTS ~ - - - - - _ - - T~B~ 0€MQ~ISR~D BOTH SIDI - - - - - 1 ~ LEI CHIEF ARCH./ ENGR. ~D (BOTH SIDES/ ~ Z PROJECT MANAGER WDM
_ _ . _ - _ -T L~ ~ 00 FIRE PROTECTION
_ ,I tS 1 - - - - ~ - m ~ _ BRANCH MANAGER PGF
- ~ - - _ . - ~ INV-fN-<_4:03'~, Q ~ DESIGN DIRECTOR CAC
- - ~ ~ - 17_ ~ ~ - ~ - ~ _ -
_ _ 1 i ~ ~ ~ ~ r ~ p I ~ z
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~ EXISTIN ~ CONCRETE E W L 7 z _
~ ~ ~ ZO J O I w H
TO BE DEMOLISHED TIC I E ~ _ ~ ~ I w v J
7 ~ ~ ~ O a ~ ~
~ - EXISTI G VEGETATI ~ ~ ~ it G VEGETATION LINE ~ ~ w ~
~ ~ = " ~ ~ \ ~ ~ ~ ~ EXISTING I2 I ~ \ J ~,~L, ;W ~ w a = Q ~ z
l I HDPE IPE;~ % i U ~ W
x~ 1, i c 1 ~ \ ~ ~ ~ ~ I DG 0 ST A ~ _ ~ ~ W ~ Q ~
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A EXISTING CONDITIONS & SITE DEMOLITION PLAN CODE ID. N0. 80091 SIZE D
SCALE: AS SHOWN
C1 C1 SCALE: 1=10' FED N0. 5448
STA. PROJ. N0. CP0426M
SPEC. N0. 05030721
GRAPHIC SCALE CONSTR. CONTR. N0.
10 p 5 10 20 40 N62470-03-C-0721
NAVFAC DRAWING N0.
ararrrr
( IN FEET) sHEEr 2 of 1B
1 inch = 10 ft. C 1
r DRAWEORAI REVISION JULY 2003
1 n ~
~ L J I Z+ I n

fE RAILROAD TRACKS Q Q a U C.) a ~ a
30 30
~ ~ O ~ o
~ O \
FINIS ED GRADE _ - CV ~
20 20
- - _ _ EXISTL G GRADE- - G ~
10 10 z
- _ EXl TING CMP CULVERT - 0 o_
~ ~ ~
~ ~ ~ z W
c>' w w ~
0 - 0 ~ ~ ~ o
NE CONCRET - ~ v LL o
- BO CULVERT L~ ~ w
`t ~
-10 -10 w Q
CLIENT JOB g BO - _ _ - - - JOB g BOR]NG N SHEET ~ ~
NRW ENGINEERING, P.C. 04:62D9 PROJECT NAPE REPLACE RAILROAD ARCHITECT-ENCINEI 04:62D9 B-1 1 of 1 ARCHITECT-ENGINEER ~ ~ N ~
~ Y ~ ~
~ STORMWATER CLV., FRONT GATE - 20 - L 0 SITE LOCAT]ON ~ CALIBRATED PENETROMETER
MCAS, CHERRY POINT, NORTH CAROLINA TO"s/~ ~ DESIGNED & ENGINEERED BY: AROLINA I z s 4 s+
DESCRIPTION OF MATERIAL z OF MATERIAL PLASTIC HATER L1QU10 UNIT X CONTENT X LOITf X
_ w _ v x- f----------a
-30 -30 ~ w ~ z ~ z Io 20 ao ao so+ ~
0+50W 0+40W 0+30W 0+20W O+IOW 0+00 0+10E 0+20E +30E 0+40E 0+50E ~ z A~ ENGLISH UNITS F > STANDARD PENETRATION VO
L BORING B-3 a s o. o SURFACE ELEVATION # ' x W 23.5 BORING ~B-1 BORING ~B-2 w ~ ~ a 23.5 ~ W ® BIAIIR;FT A LIS ENGINEERING, P.A. To z0 s0 ao 50+ Civil and Environmenl?I Engineering
A PROFILE-SOIL BORING LOCATIONS o Gravel Depth 2" PO Box 15564 New Bern, NC 28561
SCALE ] SS ~4 24 C2 C2 SCALE. NOT TO I! 3 : Phone: (252) 633-D068 Fax: (252) fi33-6507
Flne Slliy SAND, Wlth Clay 2 SS 24 24 Lenses, Orangish Brown and Ih Clay _ town and 21) 10 ~ CLIENT JOB H BORING M SHEET -
CLIENT JDB / BOR]NC ~ SHEET Light Gray, MOISt, Medium tedium NRW ENGINEERING, P.C. 04:6209 8-2 1 of 1 '
NRW ENGINEERING, P.C. 04:6209 B-3 1 of 1 5 3 SS 24 2q Oense, (SM/FILL) 14 PROJECT NAME ARCHITECT-ENGINEER \\\\\\~IIIIIII~lllll(f~~~/// REPLACE RAILROAD ~ i
PROJECT NANE REPLACE RAILROAD ARCH1TECf-ENGINEER n i h STORMWATER CLV., FRONT GATE Q~-••• ~ t to rMedium 12 CALIBRATED PENETROMETER \ ~ /i
STORMWATER CLV., FRONT GATE ® 4 SS ~4 ~q Fine SAND, Wiih Silt, Orangish Brown, Moist, Loase to Medium SITE IACATION ~ CALIBRATED PENETROYETEft Dense, (SP/FILL) SITE LOCATION roNS/PC z \ v • ,9 i t5 MCAS, CHERRY POINT, NORTH CAROLINA I z o a D+
MCAS, CHERRY POINT, NORTH CAROLINA I z To"B3rr.: , sM 5 SS i?4 24 ~ - DESCRIPTION OF MATERIAL PLASTIC WATER u UID _ !
DESCRIPTION OF MATERIAL %ASITC FA7BR IIQUID 1D Fine Sondy CLAY, Orangish Brown z and Light Gra ,Moist, Medium Irangish Brown z q = 1St, MedlUm LIMIT X CONTENT X LIMIT R = ~ ~ _ X f o 1 X360
uYrr x rnnrENr x uMlr x w X---------~---------e Stifi, (CL/FILL U
~ a F z ~ ~ fine Silty SAND, Tan, Moist, o Z ]o zo 00 4o soy Medium Dense, (SM/FILL) n, MOISt, ~ p' o ~ ~ 0 10 20 90 40 50i F~/N I IE~Q;.•• ~J /FILL) ~ ~ ENGLISH UNITS ~ ~ n ~ ~
z ~ a z ENGLISH UNITS ~ F w ~ ~ ~ > ~ ~ ® STANDARD POiE}RATION 6 SS 24 24 1D 13: ° ~ SURFACE ELEVATION s ~ ® STANDARD PENETRATION /////C~pLT A,
° ~ ~ ~ ~ SURFACE ELEVATION 7.D ~ w BIAFS/PT w m m 15 _ Io zo 0o w so+ 12.0 s w eLOlrs/Fr. /llI/ r! C'• C``~\\ i ~ N to zo 3o ao sot (1111111111111111 0
D Topsoil Depth 2" Topsoil Depth 2" sEAI ' I SS 24 24 12 _
1 SS 24 ~4 4~ Fine Silly SAND, With Wood Fine SAND, With Silt, Tan, Ih Wood Fine Silty SAND, Gray and 10 APPROVED oist to Wet, 2 SS 24 24 Drangish Brown, Molst, Medium Ic
Moist Loase SP FILL 5 Fragments, Gray, Moist to Wet, 2 SS ~4 24 ~ ( / ) J9 7 SS 24 ~4 Loose, (SM/FILL) 5 8 Dense, (SM/FILL)
Fine Silty SAND, Dark Brown and 5 3 SS 2a 24 Wood, (FILL) 24 ACTNfiY - ;ATISFACTORY 10
• Tan, Moist to Saturated, 2D 5- 3 SS za 24 (sM/FILL) ~ ~ FLOW BOTTOM OF NEW CULVERT LINE
Fine SAND, With Silt, Li ht Fine Sand SILT With Or onics t, Li ht fine Sandy CLAY, With Pec`, ense o ar town, e , ery 50 o DATE
ar own, et, Yery Soft, roy o an, ols , ense o ML-OL FILL Very Dense, (SP) D Medium Stii(, (CL) APPROVED 40
( / ) s ss 2a ~a Wood, LL 25
10 , 10 FOR EFD FOR COMMANDER NAVFAC
Fine to Medium SAND, with sin, BOTTOM OF 2 THICK Orongish frown to Liphl Gray, Fine SAND, With SILT, Tan 0 0
wet to saturoted, tlledium Deese, -s STONE FOUNDATION (sP) Brown, Wet to Saturated, Medium -5 Dense to Dense, (SP) DATE
9 SS 24 24 6 SS 24 24 2~ 3D 61 6 SS 24 24 ~I A/E EED
15 Fine SAND, With SiH, Light - Cray io Tan, Moist, Dense to t, Light 15 Dense to JCA DESIGN
Yery Dense, (SP) _5 RRD DRAWN
Fine Sandy CLAY, With Marine -10 Fine Silt SAND, With Wood Shell Fragments, Greenish Gray, y Ih wood JKA REVIEW
Wet, Soft to Medium Stiff, CL 10 SS 24 24 Fragments, Dark Brown, Moisi, - 7 SS 24 ~4 ( ) 4: Very Dense, (SM) [Strong own, Moist, -]0 71 7 SS 24 24 4s JKA itrong Dc
3 Chemical Odor] 20 2D CHIEF ARCH./ ENGR.
Fine Sondy CLAY, With Morine PROJECT MANAGER WDM i lith Marine -10
-t5 Shell Fragments, Greenish Gray, - Moisi, Very Stiff, (CL) ~eenish Gray, FIRE PROTECTION ;L) -15
II SS 24 24 8 SS 24 24 6 4D 17 8 SS 24 24 31 BRANCH MANAGER
25 Fine SAND, With Silt, Dark DESIGN DIRECTOR CAC 25
Gray, Wet to Saturated, Loose I, Gray, Fine Clayey SAND, With Marine -15 a
to Medium Dense, (SP) Fine SAND, With Silt, Gray, -2p Moisi, Medium Dense, (SM) e, (SM) Shell Fragments, Greenish Gray, Q
12 SS 24 24 -20 Wet to Saturated, Medium Dense, ~ U 20 9 SS 24 24 (SC) 10 n
`3 SS ~a ~a L5 45 30 - - v Z Fine SAND, With Silt, Dark ~ I-
30 Fine Cla a SAND With Marine YY Shell Fragments, Greenish Gray, Gray, Wet to Saturated, Loose ~ ~ ~
Wet to Saturated, Medium Dense, -20 to Medium Dense, (SP) -25 W ~ W Z Z
(SC) 13 SS 24r?4 -25 21 z J ]0 SS 24 24 17 w O
l0 SS 24 24 Fine SAND, Wiih SiH, Dark 13 ~ SO 35 w U
35- Gray, Wet to Saturated, Medium END OF BORING ~ 50.00' Dense, (SP) JG ~ 50.00' END OF BORING ~ 35.00' 'r
END Of BORING ~ 35.00' -25 -30 Q ~ ~ I- ~ W Q
-30 ~ W ~ ~
55 a = Q 40 z J
40 U 3 W ~ ~ Q
-30 -35 ~ Q U
Z C7 Z O -35 ~ I
60 ~ Ul f- U 45
45 Q Z W f- ~ O ~
-35 THC STRATIFICATION LINES REPRESENT THC APPROMIMATE BOUNDARY LINES BETVEEI -40 ~ Q ~
BOUNDARY LINES BETVEEN SOIL TYPES IN-SITU THE TRANSITION MPY BE GRA?OAL O ~ W ~ ~ ~ I
QFL 38' ®OR FD BORING SfARTED 03-13- rED 03-13-03 - J Q - I
FL(AB) ~NL(AC) BORING COMPLETED 03-13- 50 ~"'m 03-13-03 CAVE IN DEPTH ® 50 W ~ ~
qWL RIG FOREMAN FDI FOREMAN FDI DRILLING YBTHOD MUD ROTARY - v I ~ - -45 W ~
- 40 ~ W
~O U U
55 55 z w ~
NOTES: W -50 ~ W
- 45 o _Z
1, SUBSURFACE EXPLORATION DATA PROVIDED BY MCAS CHERRY z ~ CAS CHERRY POINT. REFERENCE ECS LTD ~ Q i
60 ~ ~ ~ SUBSURFACE AND GEOTECHNICAL ENGINEERING ANALYSIS FOR f 60 ~ ~ IAEYSIS FOR RAILROAD STORMWATER Q d
CULVERT REPLACEMENT -FRONT GATE, MARINE CORPS AIR ST' :ORPS AIR STATION CHERRY POIN1, NC w
7HE STRATIF1CATfON LINES REPRESENT THE APPROxINATE BOUNBARY I INF.S BCTVECN SOIL iYPFt !N-Stilt 7HE TRaN7710N Nav Af GRAIIU/1 CODE D. N0. 80091 SIZE D
THE STRATIFICATION LINES REPRESENT THE APPROMIMATE BOUNDARY LINES BEIVEEN SOIL TYPES IN-SITU THE TRANSITION MAY BE GRADUAL DATED JULY 181 2003. ~NL 4' ®OR AD BORING STARTED 03-14-03 SCALE: AS SHOWN
q~L6' ®aRFn BORINGSfARTED o3-la-o3 2. CONTRACTOR SHALL BE AWARE OF THE POSSIBLE PRESENCE 01 PRESENCE OF TIMBER PILING REMAINS OF ~•u~, ir~,]AG1 BORING COMPLETED o3-14-03 CAVE IN DEPTH ~ FED NO 5448
FL(AB) ~FL(AC) BORING COYPLETEO 03-14-03 CAVE IN DEPTH e A PREVIOUSLY EXISTING TRESTLE BRIDGE IN THE EXCAVATION P XCAVATION AREA. REMOVE PILES WHERE ZML RIG FOREMAN Fpl ORIWJNG METHOD MUD ROTARY STA. PROD. NO. CP0426M _
~FL Ric POREYAN FDI DRILIJNC YE'fHOD MUD ROTARY THEY CONFLICT WITH NEW CONSTRUCTION AND BACKFILL HOLES !CKFIEL HOEES WITH EEOWABLE CEMENT FILL SPEC. No. oso3D7z1
CONSTR. CONTR. N0.
3. THE EXPOSED SUBGRADE BELOW THE NEW CULVERT FOUNDATIO ZT FOUNDATION SHALL BE INSPECTED N6247D-03-G-D72i
BY A GEOTECHNICAL ENGINEER FOR FOUNDATION SUITABILITY P SUITABILITY PRIOR TO PLACING STONE NAVFAG DRAwwG No.
B SITE GEOTECHNICAL DATA -
C2 C2 SCALE: NOT TO SCALE SHEET 3 OF 18
C2
DRAWFORM REVISION JULY 2003
1 ~
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I ~I
~ ~ ~ MA ~ NAIL ~ fiRACK ~ 45.00 i, , I Q Q
i I ~ ~ 1 ELE .=23.6 U U a I ~ ~ ~ a 1
~ N 411 9630.12 ~ ~ ~
I ` E 2 28496.51~~ I I ~ ~ ~t a I I / 1 O Q o j v ~
TEMPORARY STILLING BASIN A I ~ ~
OVERFLOW PIPE „ I I C3 C10 I ~ \ ~ ~ ~ cV r~
8 0 MIN. PVC ~ 25:00 ~ ~ ~ - I 1
~ ~ i ~ I ~ i ~ Z
I , SHEET FLOW DISCHARGE I ,
I ~i i , TO EXISTING WELL , ' TEMPORARY STO , U ~KPILE AREA
ESTABLISHED GRASS I I ~ I 0 0 ~ EXIT ENTRANCE SEE NOTE 8, THIS SHEET ~ z /
o LAWN ~ ~ `r' ~ O I 1 ~ a
~ ~
I I I ~ ~ ~ i i i I ~ - W ~ z o O
1 ~ ~ i 1 ~ ~ Z ~ ~
D 1 1 ~ ~ ~ i RIP RAP OUTLET ~ i ~ I p I I I o v
C3 C9 PROTECTIkJN 1 ~ i ' ~ ~ o
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1 ~ ~ ~ - 3 ~ DEWATERI G LIN ' ' ~ ~ ~ I i ~ 2:1 TEMPORARY SLOPE FOR O DESIGNED & ENGINEERED BY:
23 i I " 1,.~ I ~ PLACEMENT OF NI. W BOX CULVERT
i 22 ~ I i ~ ~ i I i ` ~ , I ~ r ~ I (TYPICAL BOTH ~IDE~ W
1 ~ 21 1 IT; ~ I ~ I cn
~ PORTABLE, P ~ MP i W L _ J
19 ~ ~ ~ - ! ~ ~ SE NOTE 13~ ~ I ~ 18 , ~ 1 , _ - W AVOLIS ENGINEERING, P.A. ~ I ~
~ _ - ~ i t7 7 NEW GONGREIE pLOGK' ~ Civil and EnvironmentalEngineering
I _ ~ i U PO Box 15564 New Bern, NC 26561 ~ ~ RETAINING WALL Pno~~ (2s2)s33-oossrox: (252>sa3-66o7
~ , ~ , 16
1 ;15 - ~ i i
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~ ~ ~ 1 ~ 13 - 1 C ~~~~nnmmuiru7~n i - ~ ~ o~~~~~ ~ iii,,
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~ ~ ~ I 10 SILT FEN(,E B ~ ' ~ ~ - , _ C3 C9 ~ ` I'
~ ~ ~ ~ g 1,)- - _
i ~ I i B ~ILT FENCE ~nr 6• I ~ - - ' - -
~ ` - ~ 7 1
C3 C9 _ ~ ~ ~ ~ 1 I I ~ ~ ~ 6 , ~ .,.e..o ~ ~ - ~ ~ ~ ~
5 , , ~ Q~ll' 14~~ ~ ~ ~llllllllllllll
~ , , , ~ r ' ' ~I w,.r ~ ~ 'f'~ - ~ SEAL I I _ _ _ c ~ ~ _ , _ _ EDGE OF ,,TREAM APPROVED
TOE SL PE ~ ; ~ ~ I 9F 9 _ , , EX STING C'pN ~ E HE~DWALL a ~ _ ~ ~ , - - - -
- - ~ f ~ , 1 fi0 B ~ MdLI HED BOTH ENDS ~ ~N~ ~ II ~ -TEMPORARY SHLET_P1LR COFFER DAM TOE OF SLOPE N~ C N R E I~ I I~ ,
_ t i+ I P ELEVATION = 7.O (MIN.) ACTIVITY -SATISFACTORY TO 0 C T EXIISI ING CONCRETE BENCH
I _ ~ _ I, EDGE OF STREAM , DEWATERING SUMP - =(T~BE DEMOL{SHE BOTN ENDS '
, - - DATE
i TEMPORARY SHEET PILE, COFFER DAM ~ , , APPROVED
~ i _ ~ TOP ELEVATION = 7.0 (MIN.) i ~ ~ ~ , ~ ~ ~ i E,'XISTING Cfv ' ! ~ EDGE OF STREAM - EXISTING CMP ~U VERT II _
I i I B ~M ~JA`IL ~ Tf~~,ACK I ~ ~ TO.BEDM _ I TO. BE D I ~ - TOE OF SLOPE FOR EFD FOR COMMANDER NAVFAC MO ISHE) I I
_ ~ I I L~ 2~.4 ~ {NU,=4.03 I , ~ ,
~ ~ INVl~3.23 ~ ~ F ATI T B SCHOOL HOUSE BRANCH ~ ) ~N X419630,19 ~ LO NG URBIDITY CURTAIN r' r r , ~ ' ~-,1.- DATE -i, ~ h -
_ - - ~ I I ~ E 2628497.72 A/E EFD , - _ ,
_ _ C3 C10 I I I ~ ~ ~ i r ~ I -t , RIPRAP LINED {NLET CHANNEL AND CREEK g Ica DESIGN i II _ ~ ~ _ > ~ ' ~ " SILT FENCE ~ _
ELEV.=1.0 I ~ ~ ~ ~ ~ ~ ~ ~ ' ~ BANK, 2 LAYERS--- 9 STONE SIZE RRD DRAwN I ~ ~ I -T I I - C3 ~ 9
, ~ ~ I EDGE Ol` STREAM , ~ , I ~ I ~ ~ ~ ~ ~ ~ ~ ~ I i ~ -t'~ ~ S ~ - r_ - JKA REVIEW Q I I I _ f ~ _r;, - -
~I ~ ~ I ~ I I i i t l _ JKA ~ ,
~ ~ I ~ I ~ _ . ~ I, , . y t--, ; - CHIEF ARCH./ ENr,R. ~ i ~
- - - TOE OF SLOPE--___ ~r(~' PROJECT MANAGER WDM , ~ - - _ ~ - -
I ~ r...~ _ , ~ 1.~ ~ ~ - _ , -I--~ _ ~ ~ ~ ~ ~~1 _ _ FIRE PROTECTION _ _ _ _ ~ _I_ ! ~ _ ~ _ I PGF
_ , _ _ _ _ _ _ Q ' - =t - j I -=~-I-'r ~ - ~ ~ ~ ~ AM DIVERSION CHANNEL BRANCH MANAGER _ ~ ~ I J-; _ ~ I I ~ ~ ~ ~ -~C.----"- ~ ~ ~ ~ ~ ? > DESIGN DIRECTOR CAL
~ - B ~ ~ - SILT FENCE ~ { 0- I I ~_r - Oj ; ; ~ r ~ z ~ h PICAL BOTH ENDS) C3 C9
- o
C3 C9 ~ , ;r~>^'' ~ , ~ ~ I I Z . _ 0 - - ~U
i f_ ~ ~ g 2.1 TEMPORARY SLOPE FOR ~ ES 0 ~ ° z
RIPRAP LINED OUTLET I ~ FINISHED DIVERSION CHANNEL , ~ t- - Z
~ INV.-2.00 ~ 10. CHANNEL AND CREEK A > i - 11 ~ - TYPICAL BOTH SIDES ~ ~ ~ ( )
- - I- _ _ ~ i BANK. 2LAYERS - 9 ~ ~ ~ ~ i , i D~ _ _ - _ ? ? > ~ ~ Z ~ J Q.
NOTES: 6 I I ,121 ~ ~ , STONE SIZE 1 I I~ ~ 1 ~ - w ~ ~
13. I W i U C7
'14~ 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ~ 1 ~ Z (3) 36X80 HDPE PIP - - _ ~
ILT FE 15 ~ ~ STREAM FLOW DURIN T ~ ~ CEO G HE COURSE OF THIS PROJECT. ~ ~ , _ NEW CONCRETE BLOCK ~ 16 i - ~ ~ PROVIDE 2' MINI ~ ~ w w i MUM C UER Q
1 ~ ~ 3 C~ i W Q F- TO RESIST FLOATATION Z = Q
2. THERE ARE NO WETLANDS LOCATED WITHIN THE RETAINING WALL ~ ~ ~ I11 ~ i U ~ w ~
1 ~ J ~ ~ h$ PROJECT SITE. I ~ i ~ 2:1 TMPORA Y S~OPE FOR ~ , MOVEMENT ~ I F- W
9. 3. EROSION AND SEDIMENTATION CONTROL DEUIC - FINIS ED DIU R 10 H~N E ! ~ ~ ' tY Q D Z O
ES SHALL ~ 0 I I i ~ O E-
BE MAINTAINED ACCORDING TO THE PROJECT EROSION (:TYPICAL BO I E9) ~ ! I ,21 i ~ I I ~ I RIPARIAN E - I- ~ FE I PACT AREA RIPARIAN BUS Q z
AND SEDIMENTATION CONTROL PLAN. ~ 22~ f- p p Z
% 14 4. TEMPORARY CUT SLOPES SHALL HAVE 21 SLOPES AS ~ % ~ i ~ 14 LI E R EET ~ u~ Q ~ O O w Uy
it A MINIMUM. SLOPES SHALL BE RILLED, ESTABLISHED i ' ~ ~ ' ~ ~
/ ~ I WITH MULCH (STRAW) AND SEEDED. STRAW SHALL BE I ' ~ J w NOTES, CONTD: Q -
I~ i I Q > ~ ~
CRIMPED INTO THE SOIL ~ ~ ~ ~ I, I~ ~ 9. SILT FENCING LOCATIONS SHOWN ON THIS SH T EXIT ENTRANCE ~ EE ARE FOR / ~ ~ ~
lil 5. THE TEMPORARY SHEET PILE COFFER DAM MAY NOT BE I I ~ ~ I i I THE STREAM DIVERSION PHASE OF THE PROJECT. REFER ~ w ~
,I ~ ~ REQUIRED DEPENDING UPON THE EXTENT OF UNSUITABLE I i i I Q ~ U Q TO SHEET C5, SITE GRADING AND EROSION CONTROL Z U w TEMPORARY STOCKPILE AREA w
MATERIAL RE UIRING EXCAVAT ~ Q ION. IF THE COFFER DAM ~ , PLAN FOR ADDITIONAL SILT FENCING REQUIREMENTS. ~ ~ ~ ~ SEE NOTE 8, THIS SHEET w
I o z w cn
IS NOT NEEDED SUBSTIT T I i U E SILT FENCE FOR THE 10, MAINTAIN TURBIDITY CURTAIN IN PLACE UNTIL ALL MATTING, ~ - ~ Z~
NORTH AND SOUTH WALLS OF THE COFFER DAM. ~ i ~ ~ I SOD, AND PLANTINGS ARE IN PLACE ~ Q
i 6, OPERATIONS SHALL BE CONDUCTED TO PREVENT ' ' ~ ~ Q~ ~ ~ 11. TEMPORARY STOCKPILE AREAS H
I SILTATION INTO SCHOOLHOUSE BRANCH. ~ 1 ~ ~ , S ALL BE RESTORED TO w u
1, I, , I ~ ~ I i t I I THEIR ORIGINAL CONDITION AND SHALL BE STABILIZED WITH CODE ID. N0. 80091 ;IZE D
7. THE TEMPORARY STREAM DIVERSION SHALL BE REMOVED I I ~ I ~ l I i CENTIPEDE SOD. SCALE: AS SHOWN
i, ~I ONCE THE PERMANENT BOX CULVERT IS IN PLACE ~ ~ ~ ~ ~ 12. NO WORK SHALL OCCUR OUTSIDE THE 148 RIPARIAN BUFFER FED N°. s44a
~i~~~~ AND STABILIZED. I ~ I I!~ ~ i IMPACT AREA WITHIN 50' EITHER SIDE OF SCHOOL HOUSE BRANCH. sTA. PROD. No. cPO426M
I I~ SPEC. NQ 05030721
I ~ ~ ~ ~ 8. ALL WORK IMPACTED AREAS SHALL BE RESTORED TO `E` ` I I i I I I ~ 1 GRAPHIC SCALE GONSTR CONTR. NG 3. PROVIDE SECONDARY CONTAINMENT SYSTEM FOR PORTABLE PUMP.
'I~ i THEIR ORIGINAL CONDITION AT THE COMPLETION OF , " " N62470-03-C-0721 CONTAINMENT SYSTEM SHALL CONSIST OF 2X6 WOODEN FRAMING ~0 0 5 To 20
1 ~ M G NAIL WORK. TEMPORARY SHEET PILING SHALL BE PULLED A STREAM DIVERSION &DEWATERING PLAN M G NAIL ~ TRACK NAVFAC DRAwINC No. MEMBERS LINED WITH TWO LAYERS OF 10 MIL POLYETHYLENE.
I EL~V.=23 FROM THE GROUND. ~ C3 C3 SCALE: 1 = 10 EL~V.=23.5 MONITOR CONTAINMENT AREA TWICE DAILY MINIMUM. N
N 41942 0 N 419429.11 ~ rN FEET ~ s EET 4 DF ,8
E 26284 E 2628498.98 t ;n~h = ~o rt. C3
r- DRAWfORA1 REVISION JULY 2003
~ ~
L ~

Q Q a U U a
TBM-MAG NAIL CE TRACK ~ ~
ELEV.=23.6' w ~ c ~ 0 0
\ ~
I N 419630.12 I I r 00
E 2628496.5 CV r7
I
Sao ~ 43
08 F
a
a ~ ~
~ , ,c E-- ~ uUi - ~ w ~ z
r, 1~~. ~ w w ~
~ ~ ~ o
o
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E.J a
w Q
I w ~
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N ~
IRON PIPE DESi~NEO & EN~iNEERED eY:
i ~ ELEU.=11.0'
N 419577.90
~ I E 2628645.78 ~ ' ~
- - o
- - - J AVOLIS ENGINEERING, P.A. N
~ Civil and Environmental Engineering ~,,I PO Bax 15564 New Bern, NC 28561
i - - - SEGMENTAL BLOCK A ~ Ph~e (2s2>s3a-oosaEa~ (2521sJ3-s5o~
PT 16 B TAL BLOCK # SEGMEN RETAINING WALL S2 S4 PT#22 ~ - -
S3 S4 RETAINING WALL VV~VIIUIIIIIIIIIIIIL~/Yj/
~i i ~ S ~ /~i
i I I ~ _T ~ Q
TE BLOCK , ARTICULATED CON RE PT 5
R # PIPE YMENT 11 IRON MAT TO BE USED S UNDER~A ~ = 14^SO
ELEV. 6.1' ON STREAM BOTT M. SEE SHEET C6. - , ~ '',ii - ~
q',60.33 .a
N 41 ATED CO _i- _ ; w ~ NCRETf BEOCK ~ ~ G ARTICUL t ~ ~ ARTICUEATED
,358.60 ~ ~ AR E 262 PT 15 T ~ ~ ~~n~iiolluuua T BE USED AS UNDEREAYMEN ~ T MAT 0 ~ j ! - I- ~ BLOCK MA C4 C9
o ~ Mp ~ U! i iI I _ _ ,
i. ;R ON w 'I ~T ~14 o _ 1 ON STREAM BOTTOM, ~I E SHEET C6. -I - I I ~ 15X59 ~ • ~ APPROVED ~ ) NG STREAM I I ~ -l_ ; - ~ EXISTI
- ~ - I ~ ~ ~ i ~ ~ i I i 1, I I ~ BANK _a I t - ,
XI T1NG STREAM ~ ! I ~ ~ ~ -I - ES ~ ~1-1i~ i ~ I ~ I _I _ ~H ACTIVITY -SATISFACTORY IO I~ N gRP
BANK i , li~~~ I ' , -1 I ~ i' ~ ~ HOi)SE -~_~__I I, i ii ~N~OL
~ ~ PT 4 ~ ~ PT3 ,p ~ I , i _ ~ _ S DATE 'P 'I~2~ ~ ~ ~ APPROVED
, _
} _ _ ~i~, - - ~ ! ~ I I
G ARTIC ATED ~ ~ _I ~T#h2 ~ - MAG AIL INTAIN EXISTING I I o M A I _ Q NAVFAC ~ ~ -~--f- - FOR EFD FOR COMMANDER MAG AIL ~ TRACK STREAM PROFILE I ~ ~ I
MAT _L ~ r ~ ~ I i C4 C9 BLOCK ~ ~ , ~ i _ i-- MAINTAIN EXISTING i~i_~ I I ' I I
26x5 _ ~ I i ~ _ I ~ STR AM PROFILE I. DATE
i ~ ~ N 41 530 - II .19 I I ~ _I A/E EFD N 41 530 i
~ ~ SCHOOL HOUSE BRANCH o ~ 'I ~ 1 _ -II E 26 849 i~~, ~ ~ t I ~ -I,--~_T E 26 8497.72 ' Ica DESIGN T~2' I I RRD DRAwN
~ 1 ~ ' ~ _ ' ' ~ ~ - ~ vl w
I I ~ ?26 ~ ~ i I ~ - - I ~ ~ ~ JKA RE E
. _ , r ~T ~1. I'. J - ~ JKA OC
i ~ j f I i" PT3 _ .I - _ N, CHIEF ARCH./ ENGR.
# i pT#10 I ~ I ~ i, PROJECT MANAGER WDM_ ACCESS LADDER & CAGE ~-I I ~I 1 - i IRON PIPE FIRE PROTECTION
~T t I - BRANCH MANAGER ~G~ , ELEV.-12.3
I I I _I_ I~ ~ I ~ CX1 DESIGN DIRECTOR CAC
- ~ I I I I l C ~ - ~ , 1 EXISTING STREAM ~ , ~o - - - - N 419520.76
~ ~ I I-_I P, # ~ - ~ °o -1-- - I - E 2628653.14
BANK ~ I ~ I ~ ~ ~ I- I i PIT ~ i__~~ ° ~ QU
i I ~ # J ' 00' ~ Z
I I ~ i 7.00 8. t-
IRON PIPE ~5 ~ ~ ~ ~ ~ Z w
ELEV.=5.9 Z ) ~ ~ J
N 419494.11 PT 18 PT#17 z w
# PT#1 PT#19 W U Z
67 E 2628362 I J
~ ~ ~ W ~ w
ED VIE - ~ NLARG - w FRE > ET C7 - - Q ESHE - Q SE - - z
L U ~ w O
A K I SEGMENTAL BLOC ~ r ~Q
PT#7 z O c~
S3 S4 RETAINING WALL PT#6 o ~ ~ (n W
Q Z ~
I- ~ O ~
POINT NORTHING FASTING DESCRIPTION i (n Q ~ i ~ ~ J
1 419495,3730 2628456.2611 CENTER N i ~ ~ ~ J
CENTER 6~° 2 419516.3539 2628448.2517 ,3~ ~ ~ Q J_ Q '~~Oi Q ~
CENTER ~ VIEW 419517,6311 2628478,2305 W NLARGE - - 3 F E (n ~ W
ET C8 - E SHE - - SE - ~ ~ ~ ~ w O
4 419539.2904 2628446.2793 CENTER - - - - - < U ~1 Q O
5 419560.8761 2628452.4688 CENTER I 5 Z U
6 419482.6518 2628454,7052 .s 5 w f ~ ~ ~ W w
7 419484.7317 2628450.7147 POINT OF TANGENT ~~9 o Z ~
TNENT ~ 8 419505.5005 2628449.8241 POINT OF A G Q s~,,, Z W Q
9 419507.9144 2628453,6219 POINT OF TANGENT .F
10 419516.7796 2628458,2486 POINT OF TANGENT ~ - ~ Q ~ a w
11 419521.2756 2628458.0570 EDGE OF CULVERT ~ 9
~ 1 1 419535.2629 2628457.4609 EDGE OF CULVERT 51 , 2 ~ 02 CODE ID. N0. 80091 SIZE D
13 419539.7588 2628457.2693 POINT OF TANGENT SCALE: AS SHOWN
_ _ 451,3687 POINT OF TANGENT FED N0. 5448
14 419549.0422 2628 _ ~ STA. PROJ. N0. CP0426M
447.3793 POINT OF TANGENT I 15 419551.1243 2628 SPEC. N0. 05030721
16 419570.1627 2628446.5731 ~ GRAPHIC SCALE
7 056 2628485.0977 ~ 17 41949 .9 1 ~ N62470-03-C-0721
2628479.0820 POINT OF TANGENT ~ ' 18 419494.7089 I 10 0 5 10 20
19 419494.7089 2628539.2618 ~ MAG NAIL ~ TRACK _ ~•«r«
20 419524.6817 2628537.9845 EDGE OF CULVERT A T , OVERALL SITE LAYOU EEEV~=23.5 IN FEET SHEET 5 of Is ~ )
21 419538.6690 2628537.3884 EDGE OF CULVERT N 419429.11 I inch = Io ft. C4
C4 C4 SCALE: 1 -10 22 419568.6418 2628536.1111 E 2628498.98 DRAWFCRM RCVISION JUCf 2D03
~ i 2 I 4--t 1-1/

~i TBM'-MAC NAIL CL TRACK 1 1 1 1 Q
I I 1 I I I~ a
~I I I i I I ~ ~ ELEU,=23.6 1111111! ~ ~
i ~ , i I I I N 4;19630.12 I I o ~ o I i f i l l l~
~ ~ > . ~ I I ' ~ E 2628496.51 I I i I
1 ~ ~ ~ i l l l l l I ~
I ~ ~ I ~ , 1 ~ i 1 I 1 I 1
~ Ii 1 1 1 1 ' j I I I ~
} _ - ! I ~ ~ I 1 I i I ~ ~ ! I ~
I C I ~ I ~ I I 1 ~ j I l i ~ ~ -TEP,~PORARY STOCKPILE AREA Z
I ~ ~ ~ ~ I I I I a i l 1 i t I I I I I; iy 1 ~ ~ XIT ENTRANCE ~ SEE NOTE 8, THIS SHEET z
E / o I I 1 I I i ~ d
I I I I I I f ~ I i F-
1 ~ ! 4. 1 ! ~ I ~ ~ ~ I I 4.1, I I ~ ~ p ; j ~ ~
(~~4.1~4 I ~ ~ ~ ~ 4.14 w ( ) I I 1 ~ i i I 1 ~
I ~ i I 1 1 1 1 1 1, I Q ~ ~
~ ~ II I 1 ~ I ( I IIjI o I B ~ W
' II 11 I 11 j SILT FENCING,
~ I , ~ ~ ~ I I I I I 11 i ~ I C5 C9 Q I 1 ~ ~ ~
II i I I I i I I 1 w v
II ~ ~i f ~ ~ ' I ~ 100
~i I ~ I I I j I ~ I
SILT FENCING B ~ ~ ~ ~ I F~ I N
I I 1 ~ ~C5 C9 ~ `i I } ! I ~ IRON PIPE
I II ~ V I it I , ~ DESIGNED & ENGINEERED BY: ! I I, ! ELEV.=11.0'
I 1 I~ ,ii ,I ,
~4.1i1 1 ~ ~ ! _ _ ! ~ _ 24.1 h X4.111 I i i SEGMENTAL BLOCK A N 419577.90 i I
_ ~ ~ ~ I ~ t 2'4.1h' , E 2628645, 78 ~ ( RETAINING WALL S2 S4 ~ Z¦
~ ~ 1.I ~ I - ~ ~-i ~ V ~ ~.,1iI
i'~ ~ 0 ~ ~ I I j ~ r ~ ~ AVOL(S ENGINEERING, P.A. I ~ ~ Ciwl and Enmronmenlal Engineering I
;i , , ~ „ 0 16,70.... 'I PO Box 15564 New Bern, NC 28551 I 1 1 ~ Phone [phone] Fox: (252) 63J-6507
! p CATCH AS1N - ~ T i, I, 'i ~
B K 0 TYP. OF ,5 ' G5 C"9 ~ ~ ~ ~ EGMENTAL BLOC ; , I I I
fl i ~ , 4 E'(AINING WALE i, I ` I ~ ~ C - - - 1 I i I
S3 S 1 i, 1 I amuiiuuu~ul,
~ ~ _ , ~ I _ _ _ , 1 ~ 1 . DBE' , - ~ ~ , ~ '
GB #1 ~ ~ ! I ~ ~ RIP R P TLET D
RI 15.5< IRON PIPE ~ > i ~ i 11 - I i-~
INV- .5 ~ PROTE ~TIO ~ , C5 C9 =
ELI U,=6.1 4.1 .4.11.. i ; - ~ ~ ~i ~ (TYP. F 4) - 1~3c0 CB ~ i - F
419560,33 ~ ~i .C N ( .041) I ~ - i I V. , I t t ~ _,~c. II I I ~ ~ 7,> I ~ I ~ IM 5. ~ ~
E :-628358.60 ' i ~ ~ I I ~ i~~ I i I li ~ il,. II
I ~ ~ RTIC ATED G „ , ~ ; ~ ~ (1 , ' ~ r } 1 I- I-~ - ~q,IIIIIIII11~111~~'`` _
~ , I I ~ I~NU: i ~,1 I I 1 ~ ~ ~ ~ ~ _ 1- ' 4 ~ SEAL I I , i ; I ' , I ~ LOCK Af C5 C9
, - ~ ~ ~ i ~ ~ ~1 ~ ~ ~ ~ I I I ~ ~ ~ - j ~ - - ~ APPROVED I I , ~ I 4x5 XI TI Tf; AM E ~ NG 5 E ( I
r I ~ 1 i 1 ~ , T ~ - I , EXISTING S REAM i ~ ~ i F I i ~ j _ _BANK
BANK ~ - ~ i ~ i, ~ i i- ~ ~ ' ~ t I i I , I ~ I I! I I ~ I i ~ _ ~ I ~ t NCH ACTIVITY ~nTIJFACTORY TO
~ ~ ~ i t ~ ~ _ ~ ~ . ~ ~i ~ i I i I P R B 0~ E I I f - . I L 1~H
t ~ I ~ t I; I i i i i ~ i 1 ~ ' ~ ~ -l ~ I I , , j I - i ~ W!- ~ l_ j ~ - - ~ DArE
~ t~ ~ ~ ~ 1 i ; I ~ tt i - - ~W - F~ APPROVED ~ ~ f ---I
~ ~ _ I I _1 0 ~ ~ MAINTAIN XISTING i I 4.1.1 ~ 1.50 _
- ~ ~ ~ i~ _I - I i ~ ~ MAC N IL ~ ACK I --0.25 I I ' I I ~ ~ 3~0 ~ STREAM ~ OFILE-- - 23.90) ~ 1NV• ; - FOR EFD FOR COMMANDER NAVFAC
, ! ! Ti, W,i i - i ~_k I I ~ ~ I ~ I i - - 1 ~ ~ I I ~ 'I ~ ~ I I
SCHOOL NOUSE BRANCH I , - ~ I ; ,I INV. ~ ~ ~ , , E~;EV.-2~~,3.4 MAINTAIN EXISTING ~ ~ ~ ~ ~ I ~ ! ' I ~ . ~ j I I - i D E
0.!0 I ~ i ~ ~ ~ ~ ~ I i ~N 1419530.19, I + I ~ .,TREAM PROFILE I - , F ' ! ; i ~ ~ ~ ' ' ~ , ~ i - ~ i _ A/E EFD
B ~ I F S 84~7.~2 I FLOATING TURBIDITY CURTAIN ,I ~ ~ ~ ~ I ~ 171 ~ ~ I i I ! i i I ~ i i f , .i i JCA DESIGN
~ i ~ ~6.~0'~ , I ~ I l ~ ~ ~ ~F I t ~ i C~ C10 ' I ~ - ~~i- ~ RRD DRAWN 11.
FLOW g I C ~ I I ~ ~ I j _ - JKA REVIEW I ,
~ u I ' I I 1 8 LF1 O;Hx~ 'W~ ~I ;ENS NED _ JKA I oc
1 I I I i I ~ I I I ~ ! E.T ~ 1.I 1 C NG ETE ~ UL~ I I _ CHIEF ARCH. EN6R. i I ~ - - I I ~
_ (INSI E SDI E Ib S~ ! , , g ~ ~ C I E S ~ ADDER & CAG _ I - PROJECT EiANAGER w~M I~ ! ~ IRON PIPE
_ _ _ _ - - - ~ ~ ! I ~ ~ ~ ~ ~ ~ - a ~ T.W. - - ~ I 1M 1 .5 I ~ I ~ ~ ~ _ - FIRE PROTECTION I I l j i R ~ ,
- ~ - V ARTICULATED ~ i~ ~ ~ i ~ ~ I ~ I 1 - ~ - ELEV.-12,3 BRANCH MANAGER I i I IN =1 .5 ' I I-- ~ g -
EXISTING. STREAM - - ~I „ i ~i I ~ ~ 1~! ~ I SILT FENCING - I ~ N 419520,76 DESIGN DIRECTOR CAC I ~ ~ ~
EXISTING 8 DI ~ I ~ C5 C BLOCK MAT f i i ~ ~ I jC~ 2~~ ~ ~ I I BANK - ` _ ~ ~ , ~24. 6 x.14 E ~6~8 5 '~24. 1 ~ _ ~ o
DRAIN PIPE ; ~ , iRl -15. ~ ~ (22X55) ~ I 6.~~5 i i ~ i i I, ~ ! -r-. I I _ P3. Z P3. 6) Q v
18.68 ~ Q ~ ~IN-.0 i , ~ N. i ~ ! I T.W:' ~ i t
IRON PIPE 12 HDPE ~ z i I ~ ~
.W; , ~T I I Z L., W
ELEV.=5.9 , ,o ~ i ~ ~ ~ ~ I F~~ ~~~I ~.J Z Z O
4 411 I N4199. ~ ~ ~ ~ _ ! i~~ i - ~ ! i X0.70 ~ 7' I ~ J ~ W ~ 1 ~ Z ~ I-
> E 2628362.67 I o , ~ `N ~ ~ . N~, ' T, NV. i ~ I'~ ~ ~ ~ T. w~ Z I _ U
CB 3 # ~ ~ I ~ ! i O
NOTES: ~ ~ RIM=9.5~ ~ , ~ I I ~ ~ ~ U ' i ~ ~ w
,IIII li!!II NTS OF THE PROJECT i ~ INV IN=6.8 ~ ! ! ~ ! ~ ~ ~ ~ ~ ~ ~ VIEW ~ ARG _ FOR E ~ I ET C7 - - Q w z E SH - S ~ i ' Z 2 Q O
1. CONTRACTOR SHALL COMPLY WITH THE REQUIREME I ! I l i ~ ! ~ I l i l U A W -
N AN INV OUT~6.7 i ~ ~ i ~ ~ l ~ EROSION AND SEDIMENTATION CONTROL PLAN & THE EROS 0 D ~ ! I I ~ ~ I I i ~ ~ ~ ~ I ' ! ~ ~
SEDIMENTATION CONTROL PERMIT. ~ I ~ I I I I I~' I' i ~ Iii ~I~i~~ 4 ~ ~ Q O O
2. ALL DISTURBED AREAS SHALL BE REVEGETATED WITH CENTIPEDE SOD. 1,9 ~ ~ i I I I I ~ . i ' ~ ~ (4. O I W ( 4. 1) TEMP ARY ATCH O
T-1. T. ll~ IR M NT ON SHEE L APING RE U E E ALSO SEE THE LANDSC Q i 1 ~ ~ ~ 1 ~ BA PR ECTION ~ z o
I~il~ I~ j 3. PLACE ARTICULATED BLOCK MATTING ADJACENT TO THE NEW RETAINING I I jll , Q i Z F- ~ O I TY . OE 4
II ~ i ~ ~ WALL SET MAT TO MAINTAIN EXISTING STREAM DEPTHS AND POOLS, ~ i ~ ( ) 1 1 C5 C 0 ~ Q~ Q
I i l l i ~ ~ ~ I ~ ~ GRADE AREA TO RECEIVE MAT SMOOTH. REMOVE EXISTING RIP RAP, ~ ~ ~ I ~ I ~ i , I ~ { 'i ' O ~ I i ~ O I ~ I
! , i I I CONCRETE AND ROCK RUBBLE. REPLACE THESE MATERIALS ON TOP OF MAT ~ ~ ~ ~ ~ III 'II 1~1 J Z
~ll ~ ~ I E' T ORM POOLS AND CREVICES SIMILAR TO THE EXISTING STREAM CHANNEL. T C C ~ o F E; SHEE I j I~ ~ Q - - 1 I I I ' Q ~
S I I I I I i (/'l ~ Q ~ I ~ EXIT ENTRANCE ~ ~ ~
4. R VIDE FILL AS SPECIFIED. REFER TO SHEET S6 FOR FILL REQUIREMENTS _ . - T- - ~ - I I 1 I I 'III I I P 0 I i ~ 1 ~ I I I I / ~ w c~ I I I
BEHIND SEGMENTAL RETAINING WALL. 8 SURFACE LAYER OF CLAY FILL I ~ i ~ ~ SI~TFNIN 111 ~il ~ >O U 1 1 1 Z W
SHALL BE PROVIDED ON ALL SLOPES BEHIND RETAINING WALL. ~ I I I I I C~5 ~ C~ I I I ' I I ~ TEMPORARY STOCKPILE AREA U f- III , w
5.CATCH BASIN STRUCTURES TO BE PRECAST CONCRETE NCDOT STANDARD. ! ~ ! I ~ ~ I I T THI. SHEET ~ w ~ ~ 1 1 1 1 SEENOEB, S ~ w
6. EQUIPMENT SHALL NOT BE PLACED WITHIN 10 FEET OF THE BACK OF ~ I i, ~ ~ i I ~ Z ~ 4. 1 I ~ 'I ~ -
~ LS. ~ I RETAINING WAL III I I I i 4 (a > i ~ ~ Z~ I x4.1;1) 'i 'I I ~ Q ( ~ ,
M FROM A BORROW PIT OR UARRY ~ ~ ' ' i ~ ~ ~ ~ ! ~ ~ 7. ALL NEW FILL AND RIPRAP SHALL CO E 0 , , , ~ I I ~ ~ , t I , ~ I I Q 'I a
PERMITTED THROUGH THE NCDENR LAND QUALITY SECTION. A ~ , I I ~ I I I I I SITE GRADING AND EROSION CONT OL PLAN I ~ ~ i I i I I I w I ~ I o 'I
TT UER THE EXISTING DETERIORATED ~ ~ I I I I i l I I 8. EXISTING RAILROAD TRACKS HAVE SE LED 0 SCALE; 1 =10 ~ i I I , . ~ ~ ~ ~ I i I ~ ~ CODE ID. N0. 80091 SIZE D
C5 C5 CORRUGATED METAL CULVERT. REINSTALL THE TRACKS TO THE NEW GRADES I ~i I ~ ! i ~ I ~ ~ I I ~ I SCALE: AS SHOWN
~ ~ i ~ ~ l i I ! ' ~ j ~ 1 I FED N0. 5448
INDICATED. I I I I I I I I „ I ~ ~ I I I I I I I I I ! I I ~ ~ ~ ~ STA. PROJ. N0. CP0426M
9, ALL PIPING FROM CATCH BASINS TO BE 12 RCP. ~ I ~ ~ i , I I I ! I I I I I I ~ I I I 1 ~ ~ ~ SPEC. N0. 05030721
PROVIDE GRAVEL CONTROL ENTRANCES FROM PAVED SURFACES ON BOTH I ~ ~ I ~ I i l l l l ~ I I j I i i i i ~ 1 I GRAPHIC SCALE ii,, 1
~ ' I ~~~IIII I SIDES OF SCHOOL HOUSE BRANCH. ; , ; ~ ~ I , ~ : I I I I ~i i~ I I ' ~ I N62470-03-C-0721
10.DURING ALL PHASES OF THE CONTRACT, PROTECT EXISTING STREAMS, I ~ I I I l I ~ I ~ l l, i ~ I,~ I 10 0 5 10 20
DITCHES AND STORM DRAIN INLETS FROM WATER-BORNE SOIL AND WATER- i ~ ~ ~ I t ~ ~ ~ ~ I I I I i M~,G NAI' 'TRACK _ I ~ ~ I +rit
NTAMINATION BY METHODS REQUIRED BY THE PERMITTED STORM - , ~ I i I ' ' ' ; ~ BORNE CO i ,,,,,,;ICI, ~ I I EL U.~23,5' E
WATER PLANS AND EROSION AND SEDIMENTATION CONTROL PLANS. ' ` ' ~ ' ~ i ~ i, - (IN FEET) SHEET 7 of ie i N 419429.11 ~ • ~n - Io rt. 0 1 m C5
E 2628498.98
^ DRAWFORM REYISIGN JULY 2003
n ~
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30 30 N
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- - ~ € - RAILRO D-TRACKS I _ - - - - - _ _ ~ - - - - - _ - I - _ - - - 28
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STONE FILL & REINF RCEMENT OL R 26 RAI~ROAD TRACKS
RAIL AY BALLAST STONE _ BEHIND RETAINING WI LL,_SEE - ~ _ I Z I
24 ~ SHEET S4. TYP. BO H SIDES FINISHED G ADE { ° NEW 4:1 SLOPE S ~ BGRADE TY ICAL BOTH SI ES - ~ LADDER WITH FALL-
( ) . ~ „ r'' i , ~ , ~ - I- w , , , , , ~ I - PROTECTION AGE I ~ w °
22 - - ~ _ _ _ I 8 THICK LAYER OF C AY - ~ , PROVIDE 0. OF HEIGHT NEW SEGMEN~ AL BLOCK ~ I I~ 22 I ~ TOP OF WALL, w ~ I~
j (TYPICAL BOTH SIDES) - ABOVE FINISHED GRADE HEADWALL E TENSION , ~ z - o EEEU.~-17.5
20 BACK SIDE FALL TOP OF WAL ELEV.=16.7 '1 ~ ' I ~ j 20 ~ v I ~ ~ ~ ; ~ ~ ~ - DROP INLET
i ~ I o , r- . -S~ C`f SANS FILL - r _ _ -r - - I _ _ _ 18 Q LLJ
_ RETAINING_ 'Al1S _ _ _ _ _ - ~ _ _ _ _ i - = 18 I ~ELECT'SAND FILL I I~ ~ ~ I wU,
~ ~ - ~ ~ I , _ I_- ~ ~ ' ii I - Q - ~ _I J
16 _ _ t - _ I I ~ ~ EXISTING GR DE ~ 1 ~ ' I l
VARI BLE HEIGHT EGMENTAL i I ! ~ ' . NEW ~ , : f. _ XI TIN GRADE E G I -
BLOCK RE AWING WALL ~ ~ ice- j ...,.I - (V I ~ t
.~._~a...-~...?. - C TCH BASIN
_ _ I ~ _ _ ~ : . ~ _ - _ s ~ ~ I _ _ DESIGNED & ENGINEERED BY: z 12 I ~ ~ ~ , L ! ! ~ ' I < < III I
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10 ` 10
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- _ EXISTING C P.CULVERT. 8 - TOP F BANK ,NEW CONCF NEW CONCR TE BOX CULV RT 80 LF X _ i I r - I ,EXISTING STR AM BED ~ g
~ T DEM. LISH D ' (0 BE E) I 112 WIDE X ~ 12' WIDE X 1b' HIGH POST TENSIONED ~ ~ I = I AvoLIS ENGINEERING, P.A, - i ~ ELEV' - Civll and Emironmenlal Engmeenng
EXI TING STREAM .BED.. 6 _ _ ~ _ _ _ - _ - I WATER-TIGF ~ , ~ ; STA. 10+1 .51 -I_ - - _ INU.-4.0 ~EXISTIN) ~ 6 PO Boy 15564 New Bern, NC 28561 WATER TIGHI~ CONSTRUCTI N ~ - - - ! ' I i ' ' ~ I Phone [phone] Fa K: [phone]
- I OPENING Af WATER ELEU -1,73 INV OUT =i 3.20 (EXISTI G) OPENING AR A= 120 SF I ~ ~ ~
I I I - - - - - - - - - - 4 - - -
~ - - ~ I.l~ ~ l ;[it ~,JLI J~~~ i, ~I ~ O rt I:~~; ~ ~ ~
2 _ ~ - - _ - _ - ON LAYER GEO RID PLACED 6 ABOVE - - ~ T ? ~ Y T'T Y T - - - - 2 ~~~~uuniuiaiuirrrrr,~,,~ I
JCIL]III~I~iiIIIJL LJIJLICI 1LlIJLIIJLIIIIIf]Ll!Ji_Illl I j CU UERT FOUND TION (TENSA BX 1100 ~ ' < < j ! I i C~ ~
1_?_(1 fl_f ~_fl I ; by Ul+l-~ !-FI-F!-f]-fTf i ~iT~~ i~'~ I I I Q - - - illflllliliiil < ' ~ r
~ J' f ~ ~ - TURN DOWN Ems. ~ r- i ~ -a, ~ ~ ~ ~ i , I ~ ~ ~ sTA. o+4oE
r ~ r ~ _ . - - ~ , , rC , , ~ ~ - c ~ ~ r YP. f_ ~ ~ r v ,~~,-r r - ~ - , , ~L, ~ ; . ~ --t r.t f l -f 1 1 ~ 1 f , y t 7 ~1 r- _J.~ j•~ 2 I~€G SPEC ( ~ Af~TIOUL TED-~LOCTt ~JIAT- % ~ , . ; , ; ; _.;_=-7- , , ~ ~ ~ - - _ _ ~ WOVEN MONOFILIMENT AL.
T NDS TYPICAL BOTH ENDS - ~`-tt _ _ _ _ _ - _ _M _ , BO H E ) C6 C9 ( ) ~ - - - - - - - - - - INU - 1.50 ~ -2 = ~ _ -----r - } _ FABRIC w~
w~ ~ ' , , r------ ( , i . _ _ . I. - ~ 4
~ ~ , 6 i STA. 0+40W ; ' ~ ; CDOT X57 ABIC STONE, BAS I I ~ 18 I I ~ i. Cry' '~.yti ~
MON FILIMENT FAB IC 'i ~ ~ ---=a 1 ' X ~ WOVEN INV = -0.25 _ - (8 WIDE... THICK) _ I -6 - - r j r CUTOF, WALL F _6 rauramuiun~~
FILTER WEA E 500 OR E UAL ' COMPACT GAVEL SEAL i PA LC S N NN E 0 E 0 ON WOUEN ~I ~ I TYP BOTH ENDS
T MAT TH N UNDER ARTICULA ED _BLOC _BO__ _ DS _ _ _ _i _ - I _ -g _ - LEVELING P D - _ _ - ~ ~ ~ ~ ~C6 C9 APPROVED _ - I ~ GEOTEXTI E FABRIC I - - a - - _ -8 I
I i 1 i I
I (TYPICAL B TH SIDES) i I I DAIUN ELEV. 1 ACTIVITY - SATISfACiORY TO
-IO.OD' I UNDERCU & FILL WIT SELECT MAT RIAL I i -10 i ~ I i ,
COMPAC FILL DEPTH & EXTENT A RE UIRED ( Q ) I I S . 10+85.27 STA. 10+96 5~
I I ~ IN = 3.76 INU I = R4 DATE IN N 3.~ APPROVED ~ I
0+7OW 0+6OW 0+5OW 0+4OW 0+3OW 0+2OW 0+10W 0+00 +00 0+10E 0+20E 0+30E 0+40E 0+50E 0+60E
FOR EFD FOR COMMANDER NAVFAC
A LONGITUDINAL SECTION -BOX CULVERT DATE
A/E EFG
C5 C5 HORIZONTAL SCALE: 1" = 5' JCA DESIGN
VERTICAL SCALE: 1" = 5' RRD DRAWN
JKA REVIEW
JKA ~
CHIEF ARCH./ ENGR.
NOTES: PROJECT MANAGER WDM
1. BACKFILL ALONG THE CULVERT SIDEWALLS AND FOR THE OVERLYING EMBANKMENT FILL SHALL BE CLASSIFIED FIRE PROTECTION
AS SM, SP-SM, SP OR BETTER CONTAINING LESS THAN 30~ BY WEIGHT OF MATERIAL PASSING THROUGH A T BRANCH MANAGER FGF TOP OF RAILWAY BALLAST STONE DESIGN DIRECTOR CAC
NO. 200 SIEVE. COMPACT TO 95% MINIMUM OF THE MATERIALS MAXIMUM DRY DENSITY PER ASTM D-698.
CONTROL JOINTS CUT PER MANUFACTURERS
2. PROVIDE CLAY CAP OVER ALL SLOPED SURFACES DRAINING TOWARD RETAINING WALL TO IMPROVE DRAINAGE Z RECOMMENDATIONS ° sU
TO THE CATCH BASINS. TOP OF RETAINING )F RETAINING WALL
3. THE POST-TENSIONED CONCRETE BOX CULVERT SHALL BE MANUFACTURED AND DESIGNED BY ROTONDO PRECAST °Z
KEYSTONE RETAII FOR E-80 LOADING AND THE IDENTIFIED FILL HEIGHTS. JOINTS SHALL BE WATERTIGHT AND WRAPPED WITH AN YSTONE RETAINING CONCRETE BOX CULVERT z ~ m ~
WALL CAP UNIT ADHESIVE SECURED NON WOVEN GEOTEXTILE (CONTECH #C-80NW). SUBMIT DESIGN SHOP DRAWINGS PREPARED LL CAP UNIT 80 LF, POST TENSIONED 4 Z w ~ Z > w
KEYSTONE COMPACT BY A PROFESSIONAL ENGINEER FOR APPROVAL. WO J > ~ ~ J
MASONRY UNITS W U ~
4. NON WOVEN GEOTEXTILE FABRIC FOR CULVERT FOUNDATIONSHALL BE CONTECH C-12ONW. FABRIC SHALL COMPLETELY TOP OF RETAINING WALL J ~ U
WRAP THE CULVERT AND RETAINING WALL STONE LEVELING PAD. sm ~ WHERE STEPPED ~ m w x
5. GEOGRID STONE BASE REINFORCEMENT FOR THE CULVERT FOUNDATION SHALL BE TENSAR BX 1100. 12" HDPE CONTROL JOINTS CUT PER . ~ ~ ; w O NTS CUT PER MFG. KEYSTONE COMPACT Z = Q m
Y T (WHERE INDICATED) RECOMMENDATIONS 6. THERE IS A POSSIBLE PRESENCE OF TIMBER PILING REMAINS FROM A TRESTLE THAT PREVIOUSL EXISTED A ~TIONS ~ U 3 w 14 MASONRY UNITS ~ ~ I
THE CROSSING LOCATION. REMOVE PILES WHERE CONFLICTS OCCUR IN THE NEW CONSTRUCTION AREA AND 12.00 - ~ Q z O ~ Z
BACKFILL HOLES WITH PLOWABLE CEMENT FILL. o
„ - cn o 12 ° 12' ~ z
7, NOTIFY THE CONTRACTING OFFICER AND THE DESIGN ENGINEER IF UNSUITABLE MATERIALS ARE ENCOUNTERED o STEP CUTOfF WALL AS Q o ~ ~ O Q
AT THE BASE OF THE CULVERT FOUNDATION. SUBSURFACE SUITABILITY SHALL BE EVALUATED BY A GEOTECHINCAL NECESSARY TO FACILITATE v~ Q ~ > r w w
ENGINEER. PROPER BLOCK COURSING O ~ ~ m w
8. REMOVE EXISTING STONE DEBRIS FROM EACH END OF THE EXISTING CULVERT TO FACILITATE PLACEMENT OF ~ ; ~-~=,-r= Q J
T T T ~ ~ r - 14» Q ~ m
NEW CULVERT AND ARTICULATED BLOCK MAT. SAVE STONE DEBRIS FOR REPLACEMEN IN S REAM 0 + ! ~ ~
FORM POOLS AND CREVICES SIMILAR TO THE EXISTING CONDITIONS IN STREAM CHANNEL. COORDINATE ~ ~ ~ W 2 O
FINAL PLACEMENT IN THE STREAM WITH THE ROICC. ~n - > ~ U - ~ ~ , Z U ~
9. ARTICULATED BLOCK MAT SHALL BE PLACED AT EACH END OF THE NEW CULVERT TO RESIST SCOUR. D OUTLET PROTECTION 2 1 MIN. 1' TYPICAL RETAINING WALL U w
MATTING SHALL BE ARMORTEC ARMORFLEX CLASS 50 WITH POLYESTER CABLE. PLACE NON WOVEN GEOTEXTILE C6 C9 (WHERE INDICATED) - ' LEVELING PAD. STEP ~ w w w ~
FABRIC (CONTECH #C-1O0NW) UNDER BLOCK MAT. OVERLAP FABRIC JOINTS 18". TURN BLOCK MAT F CUTOFF WALL ' STONE RETAINING WALL AS WOPK PROGRESSES ° z ~ 26 - CUTOFF WALL Z m
LEVELING PAD ~ Q
DOWN INTO SUBGRADE TO A DEPTH OF 2' AT EACH END AWAY FROM RETAINING WALL. B TYPICAL ELEVATION-END OF BOX CULVERT C6 C9 (NCDOT X57) Q ~ a
10. SEGMENTAL BLOCK RETAINING WALL SHALL BE STEPPED TO ACHIEVE THE REQUIRED FINISH GRADES. RETAINING C5 C5 SCALE: NOT TO SCALE CONCRETE RUBBLE & STONES NON WOVEN GEOTEXTILE w
c c c ARTICULATED CON( WALL LEVELING PAD HALL BE STEPPED AS WORK PROGRES~E~ TO ACHIEVE PROPER COURSING. LEVELING ;ULATED CONCRETE MAT ° REUSED FROM EXISTING STREAM BOTTOM & SIDES CODE ID N0 sOG9, >IZE D
NOT SHOWN FOR C PAD SHALL BE 3 w X 2 t #57 STONE AND WRAPPED WITH NON WOVEN GEOTEXTILE FABRIC (CONTECH ~C 6ONW). ~ ) SHOWN FOR CLARITY ~ BED. SEE NOTE 8, THIS SHEET. SCALE AS SHOWN
FED N0. 5448
11. SEE SHEETS S1 THROUGH S6 FOR SEGMENTAL BLOCK RETAINING WALL CONSTRUCTION DETAILS. STA. PROJ. N0. CP0426M
GRAPHIC SCALE SPEC. N°. 05D3G72, CONSTR. CONTR. N0.
5 0 3 5 t0 20 N62470-03-C-0721
NAVFAC DRAWING N0.
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( IN FEET) SHEET 7 of la
1 inch = 5 fl.
C6
DRAWRORM RCVISION JULY 2003
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EDGE OE STREAM
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, 8.00 ~ I i i 43.00! i i I I ~ ~
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I i I i DESIGNED & ENGINEERED BY: I
I i t ~ I i I I I, l i ~ I I I j i i i
i ~ i ~ ~ ~ ~ ~ _I i i. ~ ~ I:~ i! I ~ ~ I i~~. I~ I I ~ ! I, ~ I ~ jl I I I I` I'I I
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I ~ ~ I i i I I i I I i!- ~ ! ! j 4 , I ' ;I 1 o 'ARTICULATED G ~ AVOLIS ENGINEERING, P.A.
I i i i ~ ~ ~ l i i I I ~ ~ ~ p Civll and Enwronmental Englneer~ng I ~ ~ ~ ~ , BLOCK I l A T PD Box 15564 New Bern, NC 28561
~ ~ .0' I 3 i `i I IVI H i; ~ , i C7 C9 Phone: [phone] Fox. (252) 633--6507
_ , , i 'i ~ i j _ - I--~. T. 7 j I I I I I
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a D i 1 ~ 1 ' _J, I i A - - 110111111111111111///// I
I RIP `RAP OUTLET ~ o ~ ~ ~ 0 i i I ~I ~i i ~ i I 1 ~ I ~ i ~ I ~ I ~~~\1 /~~i~ 1 I it ~T I I
1 I PR TTI N i 0 EC 0 C7 C9 _ ~ ~ I I i ~ ~ c i i i F I i I -
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_ , T.W. CB 4 PROM ~ E 0.5' FRE BOARD ! ACCESS L,~DDEI~ & CAGE 12~~ HDPE . ~ i I DATE
# ~ - ~ Q ~ ~ ~ ~ f ~ CD # APPROVED
RIM=15.9 ~ ~ ~ AT BACK OF SEGMENTAL i I i ~ , I 1 I ~ , ~ SEGMENTAL RETAINING A RIM~15.5
INV=1~~5 ~ ~ BLOCK RETAINING ~ WALL ~ ~ ~ ~ ~ I ! I I ~ ~ ~ ~ WALL S2 S4
INU 12.5 FOR EFD FOR COMMANDER NAVFAC l~ ~ I
i I ~ ' i I / .
i I , DATE
TEMPORARY CATCH C A/E EFD CATCH BASIN
BASIN PROTECTION C TYP. OF 2 JcA DESIGN C7 C9
- TYP. OF 2 I RRD DRAWN
C7 C10 I JKA REVIEW j 1 JKA oc
I CHIEF ARCH./ ENGR.
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FIRE PROTECTION
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I DESIGN DIRECTOR CAC
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POINT NORTHING FASTING DESCRIPTION W l1
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20 419524.6817 2628537.9845 EDGE OF CULVERT r ~i z w Q
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21 419538.6690 2628537.3884 EDGE OF CULVERT a C a w
22 419568.6418 2628536.1111 w
CODE ID. N0. 80091 SIZE D
SCALE: AS SHOWN
FED N0. 5448
STA. PROJ. N0. CP0426M
SPEC. N0. 05030721
GRAPHIC SCALE CONSTR. CONTR. N0.
N62470-03-C-0721 4 0 2 4 8
A EAST WALL LAYOUT & FOUNDATION PLAN NAVFAC DRAWING N0. i#i#ikk
C7 C7 SCALE: 1"=4'
( IN FEET) SHEET s of is
i inch = 4 ft. C7
n ~ ORAWFORM REVISION JULY 2003
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F _ BLOCK RETAINING- WALL _ ~ _
I - - - _ - - - - 1, N - N _ _ i .W.
_ - - - - ,I ~ ~ DESIGNED & ENGINEERED BY:
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~ J - _ - - - _ _ AVOLIS ENGINEERING, P.A. - - - ~ - Civil and Environmental Engineerlnq
i ~ ~ / PO Box 15564 New Bern, NC 28561 ~ _ _ _ _ Phone: (252) 6J3-0068 Fax, [phone]
- I i - - - K~ / / I CB #2 -
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~ ~ f ~ ~ sEAI ~I APPROVED
CB 1 (TYPICA ! - ~ T ~ C C9 I r ~ ~ % ; ~ 5 I \ C~ \ TEMPORAR CATCH
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~ ~ ~ f i INU-7.5 , ~ ~ ~ ~ ~ a APT 13 ~ ~ PT~ ~2 i i Pr 11 T 1. \ ACTIJITY -SATISFACTORY TO 11 T#1' 11',04! ~ TYP. OF 3
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PT 16 ~ ~ ~ P 15 ~ ~ ~ ~ I; ~~4 G,~ ~ I ~ ~ , ~ i ~ ~i i Y i ~ / CHIEF ARCH. ENGR, ' i PT# 6. ~ /
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~ , , ~ ~ I - - O ARTICULATED ~ i r I ~ ~ ~ - ~ C8 C9 Q - 3
~ i i ~ ~ ~ ~ ~ ~ ~ AT 2 419516,3539 2628448.2517 CENTER Q
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r , , i - ~ I ~ ~ ~ ~ ~ I. ~ w ~ ~ ~ 4 419539,2904 2628446.2793 CENTER w }O U
~ ~ ~ ~ ~ ~ ~ REUSED RIPRAP, STONES, AND CONCRETE 5 419560.8761 26284524688 CENTER Q ~ 7 U
l , i ~ ~ ~ ~ ~ c ~ I ~ ~ RU BLE FROM THE EXISTING SCHOOL HOU.,E ~i 6 419482.6518 2628454, 7052 w ~w ~
i 1 ~ ~ ~ ~ i ~ ~ ~ ~ - - TREAM BED TO BE PLACED ON BRANCH S .1 ~ ~ i l l i ~ ~ ~ 7 419484.7317 2628450.7147 POINT OF TANGENT ~ w
I I T T RM P OLS MA 0 FO 0 TICULATED TOP ~~E AR 1 1,~ i ~ 0 0~ Q I oz ~ ~ 8 419505,5005 2628449.8241 POINT OF TANGENT Z ~
~ ~ ~ ! ~ i ~ ~ VICES SIMILAR TO THOSE IN THE ~ r ~ AND CRE ~ i ~Q 9 419507.9144 2628453.6279 POINT OF TANGENT ~ ~
~ I ~ ~ I ~ ~ ~ ~ EXISTING STREAM BED. COORDINATE FINAL I Q ~ 10 419516.7796 2628458.2486 POINT OF TANGENT w
~ ~ PLACEMENT WITH THE ROICC. I - 11 419521.2756 2628458.0570 EDGE OF CULVERT
~ ~ ~ ~ ~ ~ ~ ~ ~ ED( r I TR AM EDGE 0 S E CODE ID. N0. 80091 511E D iF i
~ ~ ~ ~ I I 1 I I 12 419535.2629 2628457.4609 EDGE OF CULVERT SCALE: AS SHOWN
~ ~ ~ ~ ; ~ EDGE E STREAM i ~ ~ I r ' i 13 419539.7588 2628457.2693 POINT OF TANGENT fED N0. 5448
~ ! ~ I ~ I 14 419549.0422 2628451.3687 POINT OF TANGENT STA. PROJ. N0. CP0426M
15 419551.1243 262$447,3793 POINT OF TANGENT SPED. N0. 050~0~21
16 419570.1621 2628446,5731 GRAPHIC SCALE CONSTR. CONTR. N0
17 419497.9056 2628485.0977 4 0 2 4 8 Nsz4~o-o3-c-D~21
18 419494.7089 2628479.0820 POINT OF TANGENT NnvFAC oRAwwG N°.
A WEST WALL LAYOUT & FOUNDATION PLAN -
SCALE; 1"=4' C8 C8 [N FEET) SHEET 9 of la
1 inch = 4 ft. C8
DRAWEORM REVISION JULY 20DJ
1 ~ ~i
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2"X2"X 'W Q 3 OOD POST W Q 00 0
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EROSION C DEWATERING LINE ON 12 GUA 1' EROSION CONTROL FABRIC
r- (V ON 12 GUAGE 6x6 WIRE MESH
2" X 2" X 3' WOOD POST DESIGNED & ENGINE R E ED BY:
6" THICK NCDOT ~ ~
~Lr
/{57 STONE AROUND 18 AVOLIS ENGINEERING P,A.
PERIMETER PLAN Ciwl and Environmental Engineering PO Box 15564 New Bern, NC 28561
OVERFLOW PIPE - NCDOT X57 STONE(WASNED) Phone: [phone] Fax: 252 633- ( ) 6507
8"4 MIN. PVC LINING. (TYP. FOR BERM NCDOT x/57 ;TONE(WASHED) ~
SEE SHEET C3 /i / FOR ROUTING ON ,ALL SIDES) ~~j~~~~~ ~~~i~~~ i, / j / , C TO DEWATERING SUMP / \\/\\i
/A BURY FABRIC-SEE DETAIL / r• ~ ~ VA;;` B, THIS SHEET
= -AL
SEE SHEET C3 TEMPORARY CATCH EXI EXISTING~NEW
1 ~~~0 CATCH BASIN
SECTION A A FOR ROUTING C gA;IN PROTECTION CA ~ . ~ i. '
NOTES: C8 C10 rC~~~
L TI MPORARY STILLING BASIN TO BE CONSTRUCTED OF WASHED X57 STONE. rut Hll 1 1 1 1 1 1 1 Ill~~~~ SEAL
APPROVED
EARTH MATERIALS SHALL NOT BE USED.
2 WASHED STONE TO BEREUSED AS RETAINING WALL FILL AT THE CONCLUSION
OF DEWATERING OPERATIONS. ACTIVITY - ~ATISFACTCRY TO
3.STILLING BASIN TO BE CONSTRUCTED ON EXISTING EST~IBLISHED GRASS LAWN DATE N.
AREA OUTSIDE OF THE 50' RIPARIAN BUFFER AREA. APPROVED
FOR EFD fOR COMMANDER NAVFAC
A TEMPORARY STILLING BASIN
C3 C10 DATE
A/E EFD
~CA DESIGN RRD DRAWN
JKA REVIEW
,1KA ac
o 0 CHIEF ARCH./ ENGR.
PROJECT MANAGER WD M
FIRE PROTECTION
i ~ BRANCH MANAGER P U F
~ DESIGN DIRECTOR rA~~
B o 0
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TOP FLOATATION BOOM aU
ATTACHMENT GRO~AMETS U ° Z
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CODE ID. N0. 80091 SIZE D
SCALE: AS SHOWN
FED N0. 5448
STA, PROJ. N0. CP0426M
SPEC. N0. 05030721
CONSTR. COMR. N0.
N62470-03-C-0721
NAVFAC DRAWING N0.
kt /ti4t
SHEET 10 OF 18
1 ~ ~
C10
L J i DkAWFORM REVISION JULY 2003

e i e Q ~
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TBM-M AG NAIL ~ TRACK ~ , ~ w
ELEV.=23.6 O a ~ o
N 419630,12
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,a TYNDALI,
Engineering & Design P A
100 Professional Court, Suile 105
BEGIN KEYSTONE RETAINING WALL 1 Garner, NC 27529
BEGIN WALL BEGIN R - ADIUS STA. 0+00 Office: [phone]
END KEY Fax: [phone] STONE RETAINING WALL 2 E-mail: [e-mail]
STA. 0+75±
i END RADIUS
STA. 0+25.5±
BEGIN ~9 N: /
RADIUS
STA. 0+30+
SFAL
i ~ APPROVED
~ END RADI S
/ ~ ~ ST + , 0+0.5_ ~ ~
\ / ~ ~ ~ ~i ~ ACTIVITY -SATISFACTORY TO i ~ ~
~ L ~ . ~ l
~ ~ i ~ DATE _t ~ APPROVED _
~ ~
MAG NAIL MAG NAIL ~ T ACK
I _ _ .-2~ .-2~~ - i ~ ~ FOR EFD FOR COMMANDER NAVFAC
N 41953C N 419530.19 '
E 262849 DATE E 2628497.72 ~
A/E EFD
\ BEGIN RADIUS -UPPER & LO ~ )'I DT DESIGN
STA. 0+64.5± \ ~ ~ DT DRAWN
~ \ / DT REVIEW
- ~ S i~ DT OC
+75± CHIEF ARCH./ ENGR,
,i PROJECT MANAGER W D M
BEGIN RA FIRE PROTECTION
STA. + +79.5_ BRANCH MANAGER PG F DESIGN DIRECTOR CAC
D DIUS 0
S A. 0 97.5+ z ~U
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END UPPE TIER RE w 'PE TIER RE AININ WA L 1 Z - >
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EGIN KEYSTONE RETAINING J
GENERAL NOTE Q~ ~ STA. 0+00 J ~ w a
w a = Q w
TYNDALL ENGINEERING & DESIGN, PA REQUEST THAT REPRESENTATIVES OF THE Z U 3 w
OWNER AND OR GENERAL CONTRACT / OR ARRANGE A P - RE CONSTRUCTION MEETING ~ ~ ~
WITH ALL PERTIN 'ART END RADIUS ~ END LOWER TIER RETAINING WALL 1 ENT F IES INVOLVED FOR THE CONSTRUCTION OF ~ Q Z ~ J
THE RETAINING STA. 1+ + WALL SHOWN ON THE PLANS. 05_ . 1+11± UNLESS INDICATED BY A SUPPLEMENTAL WRI ~ ~ J
TTEN CONTRACT, TYNDALL ENGINEERING AND DESIGN PA R I- (n F-- Q Q Z ~
ESPONSIBILITY IS LIMITED TO PROVIDING ONLY THE DESIGN SERVICES OF THE PR O O
OJECTS RETAINING WALLS c~ Q ~ U
CONTAINED HEREIN. RETAINING WALL CONSTRUCTI ON MONITORING, RETAINING WALL O w Z ~ ~
CERTIFYING, ETC. ARE BEYOND THE SCOPE OF OUR ORIGINAL DESIGN SERVICES - J Z Q
TYNDALL ENGINEERING AND DESIGN PA SHA I LL NOT BE REQUIRED TO SIGN ANY Q Q ~ ~ ~
DOCUMENTS, NO MATTER BY WHOM REQUESTS D, IN WHICH TYNDALL ENGINEERING ~ W
AND DESIGN, PA IS REQUIRED TO CERTIFY GUAR ANTES, OR WARRANT THE EXISTENCE ~ W ~
OF CONDITIONS, THE EXISTENCE OF WHICH TYN A QO U z U
D LL ENGINEERING AND DESIGN PA HAS NOT OR CANNOT ASCERTAIN, w
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CONSTRUCTION NOTES ~ z
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1. CONFIRM DISTANCE FOR PROPERTY LINE TREE BUFFER, CURB & GUTTER AND OR ~ ~ L Q a
/ BUILDINGS TO FACE OF PROPOSED RETAINING W ALL PRIOR TO CONSTRUCTION. w 0
(DON'T FORGET TO INCLUDE THE BATTER OF THE WALL. CODE ID. N0. 80091 SIZE D
2. CONFIRM EXISTING UTILITIES LOCATIONS STOR I MWTTER, SEWER WATER , SCALE: AS SHOWN
,ELECTRICAL, & GAS) & COORDINATE FUTURE UTILITI ES LOCATIONS PRIOR TO WALL CONSTRUCT FED N0. 5448
ION. 3. CONFIRM IN-SITU AND PROPOSED FUTURE GRA STA. PROJ. N0. CP0426M
/ DES PRIOR TO WAL L CONSTRUCTION , 4. COORDINATE ALL FENCE, GUARDRAIL CUB & GUT ~ ' SPEC. N0. 05030721
TER, &/OR PAVEMENT GRAPHIC SCALE G°NSTR a°NTR.
INSTALLATION PRIOR TO CONSTRUCT ION, TO AVOID DAMAGING UPPER LAYERS OF MAG NAIL C TRACK N6z4,a_a3_G_m2,
GEOGRID. ELEU,-23,5E 10 ~ `J 20 NAVFAC DRAWING N0.
N 419429.11
I E 2628498,98 SHEET OF t8
1 _ _ ~ ILi Pnnm 1
~ 3 I inch = 10 ft. s l
DRAWFORM REVISION JULY 2003

Q ~
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LEGEND: ~
1. SYNTEEN 35 DESIGNATION: N
2.) SYNTEEN 55 DESIGNATION:
3.) EMBEDDED BLOCK DESIGNATION: Z 0
4. BEVELING PAD DESIGNATION ~ U w
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W
NOTE:
SEE DETAIL E SHEET S5 0
& SPf CIEICATION 3.0, SHEET W
S6 FOR GEOGRID LAYOUT PLAN Q w
J L,_I
Y
DESIGNED & ENGINEERED BY:
TYNDALL Engineering & Design, P.A.
100 Professional Court, Suite 105
Garner, NC 27529
Office: [phone]
Eaz: [phone]
E-mail [e-mail]
BEGIN WALL -STA. 0+00 0+90
0+15 0 30 0 45 30 0 45 0+60 0+75
~ +I Ln - o-_ _ -
28 _ - _ - _ - - - ~ N
GEOGRID N GEOGRID ~ GEOGRID GEOGRID ~GEOGRID
26 + ALt LAYERS. ALL LAYERS o ALI_ LAYERS o ALCLAYERS - oALt LAYERS o - SEAL
' - = 16.5'_...- - - - 2 =4.5 Q -6.5_ ~ - - ~ ~ APPROVED 6.5 ~ - 4,~- - _ - - Q
SEE SHEET C5 ~ SI E SHEET C5 ~ SEE SHEET C5 ~ SEE SHEET C5 I ~ ~ ~
2 -FOR DETAILS - FOR DETAILS- - fOR DETAILS} - - } ) -FOR DETAILS - (SEE SHE€T C ACTIVITY -SATISFACTORY TO
PROPOSED GRADE _ TU PRE DRILL CONCRETE S RUC BETE S RUCTURE TO INSTALL AT U AST _ FOR DETAILS) _ _ -
2 _ BEHIND WALL - _ - - T DATE _ASS P N PER KEYSTONE UNI
ONE (11 FIBERGLASS P N PER 18 - - _ - _ - - _ _ APPROVED
16 - - - - FGR EFD FOR COMMANDER NAVFAC
14 - DATE
o ~ _ _ - - - ~ , ° A/E EFD
c~ z 12 < - a - - - ° z~ - - DT DESIGN
w - - _ _ DT oRAwN
Q ° - ~z - - o _ - - - _ ~ _ - _ DT REVIEW - _ DT Dc
o~ 8 -
- - _ - _ ~ w _ - _ - CHIEF ARCH./ ENGR.
~4" WASHED--STONE - - - PROJECT MANAGER W M _ -
4 - - LEVELING PAD W/ R€IPJFORCEM€NT - - - FIRE PROTECTION - - _
-24"-WASHED STONE- _ _ - - ~ BRANCH MANAGER PGF TO BE DETE~u11NED-f~Y-GEOTECHNICAL FaR~
i - - ~ - n- - ° e - J n e _ - - - - - _ DESIGN DIRECTOR GAG
INV. IN = 1.50 -2 LEVEE{NG-PAD W REINFORG€1~ENT--- ° a-. - -a _ - - _ -
GE } TO BE DETERMINED BY OTECHNICAL FIRM a ° - ~ b - o- '1 .N - a - _ o - Q U
o- _ T ° u 1_ ° Q -d _ ° _2 _ ~ ° r, - _ _ _ - Tt)P~3F UTOFF-WALE TO ~IATC~i Q ,a - - - 0
- z V R TAININ AL BASE COUR ING - - CD
0+00 0+15 0+30 0+45 0+45 0+60 0+ 5 W w Zz ~
BOX CULVERT AND CULVE ,T AND CULVERT CONCRETE CUTOFF - " O -I Z
FOUNDATION DESIGNED AP A EAST WALL ELEVATION DESIGN AND W w ~ _ DESIGNED AND WALL O U
INSTALLED BY OTHERS Y OTHERS INSTALL BY OTHERS ~ ~ 3 ~ Q
S2 S2 HORIZONTAL SCALE: 1 =6 ~ >
VERTICAL SCALE: 1"=6' - TE STRUCTURE TO IP PRE DRILL CONCRE TO INSTALL AT LEAST ~ w w ,UCTURE Q w ~
ONE (1) FIBERGLASS PIN PER KEYSTO I PER KEYSTONE UNIT TYP. BOTH SIDES Z I Q w ~ )
U ~ w ~ ~ J ~ Q J
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KEYSTONE RETAINING WALL ;~2 O ~ ALA O
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CODE ID. NO. 80091 SIZE D
SCALE: AS SHOWN
FED NO. 5448
G D A p i7 T C~ l'~ A T L~ STA. PROJ NO CP0426M 11,111 llll. ~.Jl~t1LL SPEC. N0. 05030721
6 0 3 6 12 24 CONSTR. CONTR. NO.
N62470-03-C-0721
NAVFAC DRAWING N0.
( IN FEET)
1 inch = 6 ft. sNEET ~2 of is
S2
r DRAWFORAI REVISION JULY 2003
~ 1-
LI J
1 ~ 2 ~

Q a U a ~ a
LEGEND: a o
1. SYNTEEN 35 DESIGNATION: ~
2. SYNTEEN 55 DESIGNATION: N )
i n n n n u
BEGIN WALL -STA. 0+00 3.) EMBEDDED BOCK DESIGNATION;
0+15 0+30 0 45 0+60 30 0 75 0 9 1 05 1 20
4.) LEVELING PAD DESIGNATION Z
GEOGRID 28 - - - ~I - - - - - - - - - o ~1
ALL LAYERS (SEE SHEET C GEOGRID ~ GEOGRI ~ GEOGRID N ~ GEOGf GEOGRID ~ GEOGRID ~ GEOGRID EOGRID ~I ~ U
26 N ~ - = 16.5 FOR DETAILS) - _ ~ _ ALL LAYERS ~ ALL LA ERS ALL LAYERS ~ ALL L ACCLAYER ~ ALl LAYERS a°, -ALL LAYERS o Lt LAYERS = NOTE: ~ o
_ ~ + _ ~ + _ ~ + PRE-DRILL CONCRETE TRUCTURE o = 10. 24 -4.5 0 -6.5 - o _ -10.5 0 - - _ - - + _ + _ + ~ + SEE DETAIL E SHEET S5 -.10.5 0 - 5.5 0 4.5 _ 4.0 - ~ , - ~
. TO INSTALL AT LEAST NE 1 Q Q & SPECIFICATION 3.0 SHEET
SEE SHEET C5 Q SEE SH ET C5 Q SEE SHEET C5 Q Q (SEE ( ( ( 2 ~ ~ ~ FIBERGLASS PIN PER -K YSTONE UNIT - - - - (SEE SHEE C5 Q (SEE SHEET C5 Q (SEE SHEET C5 ~ (S E SHEET C5 ~ ~ ~ - ~ - - S6 FOR GEOGRID LAYOUT PLAN °
FOR DETAILS) DOR DET ILS) ~ FOR DETAILS) FOR [ FOR DETAI S) FOR DETAILS) FOR DETAILS) FO DETAILS) W
20 EGIN RADIUS-- - END RADIUS BEGIN RADIUS END RADUS - - - BEGi RADIUS -MATCH LINE- B TCH LINE- _ - _ _ - - Q
STA. 0+25.5± + STA. 0+ 0.5± STA. 0+64.5± UPPER TIER J PER TIER w
18 STA. 0+00 _ _ STA. 0+30.0_ _ _
-16
- y
END RAC 14 - END RADIUS BEGIN RADIUS END RADIUS -
- STA, 0+ - - - - - S _ - - DESIGNED & ENGINEERED BY: STA, 0+75_++ TA. 0+79.5± _ - -STA.-1+05+
~ 1 - _ _ ocn - _ ~ - -
_ TYNDAIJLJ
1 _ ~ z z ~ - , , - Enpineerinq & Design P.A.
U _ - 100 Professional Court, Suite 105 _ -
(n ~ _ arner, - - - - Office: [phone]
(n - - _ _ - _ Faz: [phone]
~ W - - - _ - - C~ Y _ - E-mail: [e-mail]
-4 _ _ - - END RADIUS
- - STA. 1+05±
_ . _ 1: -
- - INV. IN = -0.25 -
- a a a ~ _ - a , - s - BEGIN RADIUS - -
- - - STA._. 0+25.5± BEGIN RADIU ; ---aa , ~ - - END- RA EP1D-..RADIUS- --STA. O+ 9. ± - - _ - - - - -
.END, RA IUS ~ - ° -BEGIN RADIUS a° - - _ STA. 0+75+ _ -
STA. 0+30± STA. 0- - - - - _ _ S A. 0+ 0. ± - STA. +-64.5 - _ -
MATCH LINE CH LINE ~
0+00 0+15 0+30 0+45 0+60 LOWER TIER 0+75 0+90 1+05 1+20 ER TIER T E CUTOFF WALL TO MATCH
OP 0
PRE-DRILL CONCRETE STRUCTURE- gOX CULVERT AND CULVERT CONCRETE CUTOFF A WEST WALL ELEUATION -LOWER TIER RETAINING WALL BASE COURSING sEa~
„ TO INSTALL AT LEAST ONE (1) T N DESIGNED AND WALL DESIGN AND _ FOUNDA 10 S3 S3 HORIZONTAL SCALE: 1 -6 APPROVED
„ FIBERGLASS PIN PER KEYSTONE INSTALLED BY OTHERS INSTALL BY OTHERS
VERTICAL SCALE: 1 =6 UNIT (TYP. BOTH SIDES) ACTIVITY -SATISFACTORY TO
LOWER TIER RETAINING WALL ;~1 DATE
TEXT SCALE FACTOR = 1.667 APPROVED
FOR EFD FOR COMMANDER NAVFAC
DATE
A/E EFD
DT DESIGN
DT DRAWN
DT REVIEW
DT Dc
CHIEF ARCH./ ENGR.
BEGIN WALL -STA. 0+00 1 5 1 20 PROJECT MANAGER WDM
30 0+15 0 30 0 45 0 60 075 090 0 FIRE PROTECTION
BRANCH MANAGER ~GF
2 - - - - - - - - _ - - DESIGN DIRECTOR
+i GEOGI~ID +I GEOGRID
- - - - PRE-DR?tt CONCRETE TRUCTt1RE - - - ~ _ - Y BALL-t~YERS _ - ° ALL LA ERS Z
2 _ TO INSTALL AT LEAST.- NE 1 - - - - _ - - _ _ - - ° ~ U O o
FIBERGLASS PIN PER K YSTONE UNIT ° - ~ Z (SEE SHEET C5 Q
2 - - Q Q ~ f- - - Z ~ FOR DETAILS) ~ ~ ~
END RADUS BEGIN RADIUS END RADIUS BEGIN RADIUS BEGI RADIUS ~RrIATCH LINE ETCH LINE W z w
2 _ + - _ STA, 0+ 0.5± - 4 ± -UPPER TIER. _ STA.O+00 STA.0+25.5_ T ,01 STA.0+6 .5 _ ~ > PER TIER Z p ~ z W~ ~ p
-l _ _ - _ - _ _ - - U
W I- J Q
16 ~ ~ ~
_ ~ W W - - ~ W F-- J
14 - Z = Q W -
= _ - - - U ~ W ~ ~ J - J
~ 12 - - - o U-, - _ _ - - f - - _ ~ Q Q
~z T a - - ~ - Z p C.7 ~ - - _ - _ p ~ H
z ~ _ ~ _ - - - _ f- Z C~
v W 1 Q ~ z - _ - - _ _ - - Q - - F-- ~ O Z
cn _ - - _ - _ p
o 6 - - - _ - - ~ ~ Q
~ w - _ C~ Y ,t_ - _ _ - - - - - `t - - - - - - J F- Q _ w _
- - - _ Q ~
- _ - (n ~ - - _ _ _ _ ~ F--
END RADIUS _ - - - - ~ W - _ _ - - W
INV. IN = -0.25' - - _ ~O U - a >
- ~ ~ , - ~ - a a d - - - BEGIN RA ~ - - , - _ '-~N~ - AD~J- - _ - - Z U - _ _ - W
- - + a~, - - - - - - + - - - - - - - _ - - _ ~ r - - w _
- - - - ~ .,STA, 0±; 0.5+ ~ A. 4, _ - o z ~ - - -
Z wQ
LOWER TIER JER TIER ~ ~ 0+75 0+90 1+05 1+20 Q
0+00 0+15 0+30 0+45 0+60 PRE-DRILL CONCRETE STRUCTURE a ° TOP OF CU10EF WALL TO MATCH W
TO INSTALL AT LEAST ONE (1) BOX CULVERT AND CULVERT CONCRETE CUTOFF B WEST WALL ELEVATION -UPPER TIER RETAINING WALL BASE COURSING CODE tD. N0. 80091 SIZE D
„ FIBERGLASS PIN PER KEYSTONE FOUNDATION DESIGNED AND WALL DESIGN AND S3 S3 HORIZONTAL SCALE; 1 =6 SCALE: AS SNOWN
UNIT (TYP. BOTH SIDES) INSTALLED BY OTHERS INSTALL BY OTHERS VERTICAL SCALE: 1 =6 FED N0. 5448 STA. PROJ. N0. CP0426M
SPEC. N0. 05030721
GRAPHIC SCALE G°NSTR c°NTR. N62470-03-C-0721
UPPER TIER RETAINING WALL #1 6 D 3 6 i2 24 NAVFAC DRAWING N0.
r.~+~r.
SHEET 13 OF 18
(iN FEET
1 inch = 6 ft. S3
ORAWFORM REVISION JULY 2003
I Z+ I i

L_
Q
U a ~ a
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PROPOSED RAILROAD TRACKS SLOPE VARIES -GRADE AS INDICATED ON PLANS
BY OTHERS (4:1 MAX.) SWALE -GRAVITY DRAIN TO END OF WALL .LL ~ CV
~ ~ ~ AND~OR PROPOSED DROP INLET. INLET.
~ ~ ~ ' ~ ~ COMPACTED FILL
~ ~ PROVIDE 0.5 OF FREEBOARD BEHIND
ALL RETAINING WALLS
FILTER FABRIC
KEYSTONE CAP UNIT 0 a
~ ~ f- ~ w
~ o LY
W
~ i; ~ ~ , ; , KEYSTONE COMPAC UNITS G
~ ~ , . ~ , , ~ ~ > w
(NEAR VERTICAL) Q w
RETAINED SOIL ~ ~ ~ , . , - ~ . G w
. .
x X Q ~
i ~ ~ ;1st ~_7 7 _`i, ti i ~ ~ i1, i ~ ~ d ~ ~ ~
• , . ~ ~ z DESIGNED & ENGINEERED BY:
REINFORCED ZON ~ ~ ~ w
/ ~i . , ~ ~ E w
~~~ILTER FABRICS ALL WASHED STONE ~ ~~-:~I- ~ ( ) TYNDALI, En ineerin & Desi n P.A.
I~ 9 9 , 100 Professional Court, Suite 105
FILTER FABRIC Garner, NC 27529
,y; Office: [phone]
COMPACTED FILL , i a Fax: [phone]
95~ ( ) E-mail: [e-mail]
~~r, ~ ~ ;t

~A ~ ~ t+ d ~
. ~ ~ APPROXIMATE LIMITS ~ ~ ~av~av~avavcvv cvvv. v°ov.a. av, v? ~vov.vv - --r_____ _ ~ ~ v ~ i ~ v v ~
OF EXCAVATION ~ ~ vv v, ~v~a,vv v ~v, v-vvvv ~vv , v ~ ~v vv ovvv~~~~ v- . as v- ocaaco v :v dcv~vvvc~av --•;<<„v~avv~vvvvvavvavvav~~~~
~'~vv`~~.~~.~~~~~~~vv,v~'v' EOGRID'v~v~. ~v~~vv~~v'~~,F, vvvvvvv
SEE SPECIAL T CONS RUCTION NOTE HIS SHEET i, ~

~ ' 4 PERFORATED DRAIN -REQUIRED ;
i FOUNDATION SOIL' (SEE DETAIL G, SHEET S5) ~ % ~ ~ SEAL APPROVED

ACTIVITY -SATISFACTORY TO
A REINFORCED WALL SECTION -EAST WALL
S4 S4 NOT TO SCALE DATE
C7, S2 APPROVED
FOR EFD FOR COMMANDER NAVFAC
DATE
A/E EFD
DT DESIGN
WIDTH DT DRAWN
VARIES DT REVIEW
DT aG
CHIEF ARCH./ ENGR.
SLOPE VARIES COMPACTED FILL SWALE - GRAVI Y DRAIN TO END Of WALL PROJECT MANAGER WDM
(4:1 MAX.) 95~ A D OR PROP ( ) OSED DROP INLET. FIRE PROTECTION
FILTER FABRIC BRANCH MANAGER PGF RETAINING WALL CRITERIA FOR MULTIPLE HEIGHTS
DESIGN DIRECTOR CAC
KEYSTON AP E C UNI MAX. WALL MAX. WALL MIN. WALL GEOGRID MAX. SPACING WASHED BEARING MIN. 0
i ~ ~ HT. HT. HT. LENGTH FOR GRID STONE MIN. PRESSURE EMBEDMENT NOTES REMARKS Z ' / ~U
(FT) (FT) (FT) G - (35 OR 55) COURSES (BLOCKS) (WS) (KSf) (FT) ~ o z
v c~ ~
, ~ . KEYSTONE COMPAC UNITS ~ ~~;'~~r~ GEOGRID G -ALL SYNTEEN 35 -IOTA Y = W ~ „ L LA ERS 13 w
~ ' ~ (NEAR VERTICAL) SWALE -GRAVITY DRAIN TO EN OF WALL 17'-0" 17 -0 14 -4 ALL = 16.5' 2 12 3,0 2 Z z ) (SEE ELEVATIONS ON SHEET 4 THRU 5 FOR PLACEMENT ~ - ~
~ RETAINED SOIL ~ ts~~~~~~ ~ . ~ AND OR PROPO ED DROP INLET. Z w0
FILTER FABRIC ~ ~ w U
~ KEYSTONE CAP UNIT LESS THAN LESS THAN GEOGRID G -ALL SYNTEEN 35 -TOTAL LAYERS = 10 J ~
/ ' „ FILTER FABRIC , s - ~ : , 12 -4 AEA = 10.5 2 12 2.8 2 Q ~ ~ z 14 -4 (SEE ELEVATIONS ON SHEET 4 THRU 5 FOR PLACEMENT ~ ~ w O
~ K YST N ~ ~ ~ ~ ~ ~ t ~ ~ E 0 E COMPAC UNITS w
Z2 Q U _ - U ~ w w
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ x_ ~ ~ (NEAR VERTICAL) LESS THAN y. ~~~~y - 3" „ LESS THAN GEOGRID (G) ALL SYNTEEN 35 TOTAL LAYERS - 8 ~ ~ ~ , 10 -4 a~~ = 7.5' 2 12 2.5 2
Div v~6avvovv ~ ~ _ 12 4 12 -4 (SEE ELEVATIONS ON SHEET 4 THRU 5 FOR PLACEMENT ~ Q z O C,~ J
3 w Q ' , r.aa~'~ ` z > O J
REINFORCED L~UELINC PAD PER CE0IFCH. - , ~ ~,.~'I ~ ~ , , ; , , , ~ , FILTER FABRIC Less Than ~ ~ ~ Q Less Than GEOGRID (G -ALL SYNTEEN 35 -TOTAL LAYERS = 7 Q z ~
„ FOR WALL S~`C710N DEYOND LOWER TIER ~ ~ ~ 8 -4 Au = 6.5' 2 12 2.0 1 o O
~ REINF R ~ ` ~ ~ COMPACTED FILL 10 -4 0 CED ZONE 10 -4 (SEE ELEVATIONS ON SNEET 4 THRU 5 FOR PLACEMENT ~ Q ~ c~
3 FILTER FABRIC ,ALL WASHED STON ~ ' ~ ~ 95% ( E .a ~ , ( ) O ~ z_
i;; ; ' 3 LESS THAN ~ ~ z LESS THAN GEOGRID G -ALL SYNTEEN 35 -TOTAL LAYERS = 5 Q J
- ~ ~ - 8 -4 , „ 6 -4 ALL = 5.5' 2 12 2.0 1 Q Q 8 -4 SEE ELEVATIONS ON SHEET 4 THRU 5 FOR PLACEMENT cn ~ ~
.APPROXIMATE LIMITS ~ ~ ( w ~ ~
OF EXCAVATION v~v~v~v~ ~,vw~vv~v~vv v°v vvvvvv~~ vvv vv vev vvdvsdv vvcvv vv v vv~~:. ~ w
vvnvvvvvavvvanv vv~.avovavv~•~oov LESS THAN LESS THAN GEOGRID - - = Q O U „ (G) ALL SYNTEEN 35 TOTAL LAYERS 4
e n avvvavavavvvvvvac vvvvvvvvavvvvvvv, 6 4 -4 A~~ = 4,5 2 12 20 0.5 ~ U 6'-4" (SEE ELEVATIONS ON SHEET 4 THRU 5 FOR PLACEMENT w
SEE SPECIAL CON RUCTION NOTE THIS SHEET ~w w oz ~

LESS THAN LESS THAN - - = Z ~ GEOGRID (G) ALL SYNTEEN 35 TOTAL LAYERS 2 w
4 -4 4 -4 (SEE ELEVATIONS ON SHEET 4 THRU 5 FOR PLACEMENT Q ~
4 PERFORATED DRAIN -REQUIRED
FOUNDATION SUi~ SEL DETAIL G ,SHEET SS SPECIAL C ) SPECIAL CONSTRUCTION NOTE: coDE .D. No. aoa9i slzE D
- GEOTECHI( GEOTECHICAL FIRM TO CONFIRM BEARING PRESSURE REQUIREMENTS BEFORE CONSTRUCTION OF RETAINING WALL scAEe As sHOwN
, SPECIAL P SPECIAL PROVISION FOR FOUNDATION MAYBE BE REQUIRED TO MEET BEARING PRESSURE SPECIFICATIONS. FED 5"48
GEOTECHN GEOTECHNICAL FIRM TO DETERMINED REINFORCEMENT FOR FOUNDATION DESIGN AND DIMENSIONS. STA. PR°~. GPaa2sM SPED. Na. 05030721
B REINFORCED TIER WALL SECTION -WEST WALL CONSTR. CONTR. N0.
S4 S4 NOT TO SCALE N62470-03-C-0721
C, S3 NAVFAC DRAWING NO.
a~axisr
SHEET 14 OF 18
S4
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=III--III -III- III =III--III-III--III I-=III =III=:-III III= II-11i 11-III 1
-III-III- III--III--IIIIII--III-III- II -III--IIIIII-III-III -III--III ill -11 O LL
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Q
12" (MIN.) , ~ • ~ Q ° W
8" MIN. CRUSHED '
OR WASHED STONE
A BOTTOM OF WALL STEP DETAIL o ~
DESIGNED & ENGINEERED BY:
S1 S5 NOT TO SCALE ,o 0 °
S2, S3
TYNDAI~I, Engineering & Design P. A.
PLACE ADDITIONAL PIECES OF GEOGRID 100 Professional Court, Suite 105
WHEN ANGLE EXCEEDS 20° Garner, NC 27529
Office: [phone]
4" CAP UNIT ° Fax: [phone]
(2) 4" CAP UNITS E-mail: Tyndall_~ellsouth.net
0 0
°
MINIMUM. WAU_ RADIUS ~ ,
INSIDE CURVE: 4.0 (AT BOTTOM OF WALL) °
OUTSIDE CURVE: 4.0' (AT TOP OF WALL)
BLOCK/UNIT
NOTE: ° SEAL
B TOP OF WALL STEP DETAIL CHECK WITH MANUFACTURER SPECIFICATIONS ON APPROVED
S1 NOT TO SCALE o S5 0 CORRECT DIRI CTION OF ORIENTATION FOR GEOGRID
S2, S3 ACTIVITY -SATISFACTORY TO
TO OBTAIN PROPER STRENGTH. 0
0 DATE
0 O APPROVED o°
o° FOR EFD FOR COMMANDER NAVFAC
3" Of SOIL COVER IS REQUIRED BETWEEN
.o ~ o° DATE OVERLAPPING GEOGRIDE FOR PROPER ANCHORAGE
o A/E EFD
0 s 0 ~ DT DESIGN ~a
12" HDPE ' STANDARD OR COMPAC DT DRAWN ° ° ° °
0° ~ 0 0 0 O ° ° O O Q DT REVIEW
DT oc
CHIEF ARCH./ ENGR.
PROJECT MANAGER WDM
E GEOGRID INSTALLATION ON CURVES FIRE PROTECTION
. ~ N _ _ _ ~ BRANCH MANAGER P~iF DESIGN DIRECTOR CAC
S2 S3 ~ 1V ~ ~ 1 / ~ i - , J
~ ~ ( ~ -~7 0
- JV ~ ~ ~ ~ z ~U
SCOUR PROTECTION AS REQUIRED. ~Z
USE RIP-RAP OR CONCRETE SLAB IN OUTLET AREA. z ~
NOTE; w Z W w \
1.) PIPES FROM 4" TO 24" -SAW CUT UNITS TO FIT AND GROUT FILL AROUND PIPE. Z
~ J z w
C PIPE OUTLET DETAIL W U
J /A
S1 S5 NOT TO SCALE S2, S3 Q ~ N IJJI w ~ w
Q II Q W
12 MIN. Z 2 w v 3 w o
WASHED STONE 12" COMPAC UNIT ~
z o I, ~ Q J 21.5 STANDARD UNIT z ~ ~ O
a ~ ~ O t- Q
w a ~ ~ ~ ~ 3 Q z
~ Q n • ~ ~ ~ • ~ ~ 4 PERFORATED DRAIN REQUIRED c~ ~ ~ Q ~ z
GEOGRID . RAVITY DRAIN TO N F WA L w . (G E D O L O -
COMPAC ELEVATION w ~::~~~:R~~I~NF~~RCED~ zONf'~.:1~,-~~~~`"~ &~OR THRU WALL FACE 50' O.C.} - ~ ~ ,0 Q Q
i - Q cn ~ w
. GEOGRID , . ; _ ~ ~
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~ , ~ Iii III -III III -lll III III III--III-III--III ill -III: III -ill III.-III :III .Ill II,_I ~ I~r I~,! z ~
GEOGRID IS TO BE PLACED ON LEVEL BACKFILL & - - - - Ill LII I I_ (_I-II__ ~ II _ _I ~I_ _ - I I I I I ~I ~ Q III_
COMPAC PLAN EXTENDED OVER THE FIBERGLASS PINS. -=1II III III ~!1=-III III11_I III_-1II Iil ~_I_I! II! I_IL- III III III1I!-lII--III , ,1- i~ I~~I i ~ ~ I l i-1111 11=-III III-=.III .III-.III _III--~ I L _III _ I I--III-=1 i II I I1 I II ~ I1 II ~ ~ -1 l i l l- ~ ~ ~ III- w
DIMENSIONS MAY VARY BY PLACE NEXT UNIT, PULL GRID TAUGHT &BACKFILL. 0
3' MIN. (COMPAC) LEUELING PAD coDE ID. No. aoo91 slzE D
REGION STAKE AS REQUIRED. (STANDARD OR COMPAC)
D COMPAC UNIT DETAIL G _ 4' MIN. (STANDARD) LEVELING PAD SGAEE: AS SHaWN CROSS SECTION FED NO. 5448
S1 S5 NOT TO SCALE STA. PROS. No. cPO42sM
NOT TO SCALE F GRID & PIN CONNECTION S1 S5 S2 S3 (STANDARD OR COMPAC) , SPEC. No. 05030721
S2, S3 S1 NOT TO SCALE S5 CONSTR. CONTR. No.
S2, S3 N6247D-03-C-0721
NAVFAC DRAWING NO.

SHEET 15 OF 18
S5
DRAWFORM REVISION JULY 2001
.1 2 3 4 5

1 ~ 2 _ ~ 3
i
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I1 GENERAL
`~EGMENTAL RETAINING WALL SYSTEMS ARE DESIGNED AS A GRAVITY RETAINING WALL 2.1 LEVELING PAD
D UTILIZING A HIGH DENSITY POLYESTER GEOGRID TO REWFORCE THE SOIL ZONE BEHIND THE MATERIAL SHALL CONSIST OF COMPACTED SAND, GRAVEL WALL. THE GEOGRID IS POSITIVELY CONNECTED TO THE MODULAR CONCRETE BLOCK UNREINFORCED CONCRETE THE PAD SHALL BE 6" THICK
;AND GRAVEL 4.0 SOIL TESTING Z ,CRUSHED ROCK,WASHEO STONE, OR ~ o
CREATING A REWFORCED SOIL MASS CAPABLE OF RESISTING LATERAL EARTH PRESSURES OTHERWISE (UNO). SAND OR GRAVEL MATERIAL SHALL BE " COMPACTION 1ESTING SHALL BE PERFORM BE 6 THICK WHEN CON BETE AND 8 THICK ED FOR EU ~ ERY LIFT EI EVATION REQUIRING I-
IAL SHALL BE COMPACTED TO 95 % STANDARD GEOGRID OR EVERY 3R - D LIFT AS A MINIMUM. TESTS SHALL BE I ~ °
AND SURCHARGED LOADS. ALL REFERENCES TO THE ENGINEER REFER TO TYNDALL PROCTOR. AGGREGATE MATERIAL SHALL RECEIVE A MINIMI ICED WITH THE ~ :FIVE A MINIMUM OF ONE PASS OF THE w ENGINEERS OFFICE. ~
ENGINEERING & DESIGN. COMPACTION EQUIPMENT. THE TOP OF THE LEVELING PAD _EVELING PAD FOR THE WALL SECTIONS SHALL BE
MAINTAINED AT A DEPTH OF 8" FOR WALLS LESS THEN 7 LESS THEN 7FT AND 16" FOR WALLS GREATER °
THAN 7FT BUT LESS THAN 14FT. AND 24" FOR WALLS G 12 QUALITY ASSURANCE (UNO). OR WALLS GREATER THAN OR EQUAL TO 14FT.
5.0 HYDROSTATIC PRESSURE POTENTIAL Q
WORK SHALL BE PERFORMED ONLY BY AN EXPERIENCED CONTRACTOR WHO HAS SUCCESSFULLY INSTALLED w THE ENGINEER SHALL BE NOTIFIED IF ANY OF TH
A MINIMUM OF ONE MILLION SQUARE FEET OF RETAINING WALLS AND WHO HAS COMPLETED AT LEAST FIVE E FOLLOWING SHOULD BECOME EVIDENT: ~
WALLS OF EQUAL OR GREATER SCOPE 22 UNIT FILL -WATER OR WETNESS FROM OR IN A CUT BANK
-LOCAL SPRINGS, LOCAL STORM DRAINS SEWER ,WATER LINES UNDER OR BEHIND '
A) CONTRACTOR SHALL SUBMIT TO THE ENGINEER, PRIOR TO START OF WORK, EVIDENCE OF QUALIFICATIONS THE VOID WITHIN EACH UNIT SHALL BE FILLED WITH A WA THE WALL ~D WITH A WASHED STONE HAVING 100 % OF
AND REFERENCES ON PROJECTS OF SIMILAR SCOPE EVIDENCE SHALL BE SUBMITTED IN WRITING TO THE THE AGGREGATE PASSING THE 2" SIEVE. A MINIMUM OF 3 ENGINEER ON THE CONTRAC70R'S LETTERHEAD AND SHALL CONTAIN AT A MINIMUM: i) A LIST OF RVE REQUIRED (NO MORE THAN 5% PASSING THE x/200 SIEVE) DESIGNED & ENGINEERED BY: 91NIMUM OF 3/8 WASHED STONE SIZE IS
#200 SIEVE). THIS SAME MATERIAL SHALL BE 6.0 ACCEPTABLE BLOCK
REFERENCE PROJECTS OF EQUAL OR GREATER SCOPE WITH CONTACT INFORMATION, 2 A LIST OF PLACED BEHIND EACH BLOCK PER SEC. 2.0. ALL EXCESS TYNDALL ALL EXCESS MATERIAL SHALL BE SWEPT CLEAN SEGMENTAL U IT En ineerin ~ Desi n P.A.
EXPERIENCE COMMENSURATE WITH THE PROJECT SCOPE (WALL DIMENSIONS, ERECTION)TOLERANCES, BLOCKTSHALO BOCOMPLBTELY ILLOD BEFORE PROCEEDIN SOIL PARAMETERS, AND MATERIALS). N S SHALL BE USED AND KEPT FREE OF DEFECT ~ .
~TALLIN S THAT WOULD INTERFERE too Pr t G THE NEXT COURSE. EACH COURSE OF WITH THE PLACING OR o esSlonal Court, Suite toy POSITIONING OF THE UNIT OR IMPAIR ITS ,
E PROCEEDI JTRENGTH. MINOR Garner, NC 27529 NG TO THE NEXT COUFJE CRACKS INCIDENTAL TO TH E USUAL METHOD OF MANUFACTURING OR ottiC
B,l ENGINEER SHALL REVIEW QUALIFICATIONS AND REPORT TO THE CLIENT ON THE SAME. ENGINEER MINOR CHIPPING e. [phone] RESULTING FROM SHIPMENT AND DELIVERY ARE N T 0 GROUNDS F~~R REJECTION. Eo><: (9t9} 773-9x58
RESERVES THE RIGHT TO REJECT ANY AND ALL QUALIFICATION SUBMITTALS, WHEN IN THE ENGINEER'S 2.3 FIRST BLOCK COURSE E-mail: Tyndall_C~bellsouth.net
OPINION SUCH QUALIFICATIONS ARE DEEMED UNSATISFACTORY. ENGINEER'S APPROVAL OF CONTRACTOR'S THE FIRST COURSE OF BLOCK SHALL BE PLACED ON TOP
QUALIFICATIONS SHALL NOT RELIEVE THE CONTRACTOR OF ANY OR ALL CONTRACT RESPONSIBILITIES fOR THE LEVELING PAD. THE UNITS SHALL MAINTAIN A DISTAN( CED ON TOP OF AND IN FULL CONTACT WITH 7.0 ACCEPTABLE GEOGRID
QUANTITIES, PERFORMANCE, OR OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS. ENGINEER'S FRONT AND BACK OF THE LEVELING PAD. PROPER ALIGNM APPROVAL OF CONTRACTOR QUALIRCATIONS SHALL NOT BE CONSTRUED AS A WARRANTY OR GUARANTEE AID OF A STRING LINE. AFTER PLACING PINS IN EACH OF 11N A DISTANCE OF MINIMUM 6" FROM THE GEOGRID SHALL BE REJECTED IF
20 % OR MORE OF A STRUCTURAL RIB HAS BEEN CU OPER ALIGNMENT MAY BE ACHIEVED WITH THE RIPPED. THE CONTRACTOR SHAL TOR
L INSPECT ALL GEOGRID DELIUERf D TO TH E SITE AND
C OF THE CONTRACTOR'S WORK. PROCEED TO THE NEXT COURSE OF BLOCK. EACH UNIT SH C.) THE OWNER AND/OR GENERAL CONTRACTOR SHOULD PROVIDE A SPECIAL INSPECTOR AS A FULL-TIME SIDES AS WELL AS ABOVE AND BELOW. SOME ADJUSTMENT IN EACH OF THE APPROPRIATE NOLES REJECT MATERIALS THAT MEETS THIS _ CRITERIA. IF THE GEOGRID IS DAMAGED
ACH ON THE UNIT SHALL CONTACT THE UNITS ON BOTH CONSTRUCTION SITE, IT SHALL BE REPLA CED AT THE CONTRACTORS EXPENSE. J
CONTINUOS MONITOR OF WORK QUALITY. THE SPECIAL INSPECTOR WILL REPORT BACK TO THE BUILDING WITH CURVES AND A BATTER. ADJUSTMENTS MAY BE REQUIRED FOR WALLS
OFFICIAL AND WALL DESIGNER ON QUALITY AND PROGRESS OF WORK. THE SPECIAL INSPECTOR WILL
REQUIRE TESTING BE DONE BEFORE THE WORK PROCEEDS. 8.0 DRAINAGE COMPOSITE
(APPLIES TO CUT WALL APPLICATI ONS ONLY), WHERE SITE CONDI110NS
24 CAPS WARRANT DRAINAGE COMPOSITE SHALL BE INSTALLED TO S~"`
1_3 BACK FILL MATERIALS APPLY A CONSTRUCTION ADHESIVE TO THE UNITS i0 PREV COVER 30 APPROv GEOGRID LAYERS. STRATA-DRAIN 6FT. WID 11 CUT BEHIND THE ED
VITS TO PREVENT THEIR ( E SECTIONS P ~ E REMOVAL. ) 0
THI SOIL MATERIAL ASSOCIATED WITH THE RETAINING WALL IN THE REINFORCED ZONE, THE RETAINED ZONE, 3.0 GEOGRID INSTALLATION INSTALLED ON 15 FT CENTERS AND 2 3 THE WALL H % COVERAGE WHEN / EIGHT.
OR THE FOUNDATION BEDDING SHALL HAVE THE FOLLOWING PROPERTIES: THE GEOGRID REINFORCEMENT SHALL BE LAID HORIZONTALL ACTIVITY -SATISFACTORY TO
HORIZONTALLY ON COMPACTED BACK FILL DATE
B.) RETAWEDO OILOILS 30 DEGREES, COHESION = 0 PSF, UNIT WEIGHT = 120 LBS/CU.FT. SPEDCIFIOCATIONSDGEOGRID S~HALLEBE PIALLED iAUTIREMOVION C.) REWFORCED SOILS 0= 40 DEGREES, COHESION = 0 PSf, UNIT WEIGHT = 120 LBS/CU.FT. MATERIAL AND ANCHORED BEFORE ADDING FILL. GEOGRID SI TS, IN ACCORDANCE WIT MANUFACTURES 9.0 SPECIAL PROVISIONS APP ROVED
AUT REMOVING ALL SLAG A.) GENERAL CONTRACTOR SHALL C FROM 1NE OORDINATE UPPER GEOGRID LAYERS INSTAL
THE SOILS CHARACTERISTICS ABOVE WERE ASSUMED BASED ON WFORMATION SUPPLIED ELEVATIONS AND LENGTHS REQUIRED AS SHOWN ON THE P TO THE ENGINEER. IF THIS INFORMATION DOES NOT REPRESENT THE ACTUAL SOIL TO BE THE APPROPRIATE ORIENTATION). SOIL SURFACE SHALL BE USED, THE ENGINEER SHALL BE NOTIRED IMMEDIATELY AND THE WALL SHALL BE REDESIGNED. BEEN COMPACTED TO 95% STANDARD PROCTOR BEFORE W 1 4 f OUNDATION LOADS CATION WITH PAVING L. GEOGRID SHALL BE IN TALLED AT THE PAVING INSTALLATION.
B. MAINTAIN THE DIRECTIO FOR EFD FOR COMMANDER NAVFAC JN ON THE PLANS REFS TO D T ) N OF DRAiNA ( E AILS FOR GE AWAY FROM TH
E WALL FACE AT ALL TIMES DURING 'E SHALL BE SMOOTH AN LEVEL AND HAVE CONSTRUCTION OF THE WALL AND FINISH GRADING DATE
AS SHOWN ON PLANS. R BEFORE INSTALLING THE GR C.) PLACEMENT OF GEOGRID SHALL B ATE EFD
ID. E AS PER PLANS, WITH REGARDS TO PLAN SPECIFIED LENGTH AND
ELEVATIONS. DT DESIGN
D.) THE ENGINEER SHALL BE NOTIFIE DT DRAWN D BY THE INSTALLING CONTRACTOR SHO „ ULD THE EMBEDMENT DEPTH DT REVIEW
3.1 FILL PLACEMENT THE MAXIMUM APPLIED FOUNDATION LOAD FOR THIS WALL IS 2.0 KIPS/SQ.FT. BACK FILL MATERIAL SHALL BE PLACED ON A MAXIMUM 8" OF THE BLOCK BE LESS THAN 8 FOR WALLS UN " DER 7FT AND 16 FOR WALLS GREATER TH ~T oG
BUT LES T AN 7FT MAXIM S HAN 14 FT AND 24 FOR WALLS GREATER TH UM 8 COMPACTED LIFT, 95 % AN OR EQUAL TO 14FT. UNO . cHIEr ARGH.~ ENGR.
STANDARD PROCTOR WITH A MOISTURE CONTROL OF 3 ( ) E.) THE REINFORCED SOIL IS ASSUME ~L OF + - 3 D TO BE: ML, SC, SM, SP, SW ~ ETC. PROJECT MANAGER WDM
1.5 i;ONCRETE MASONRY WALL UNITS OPERATED EQUIPMENT SHALL BE ALLOWED WITHIN 3 FEET 0 CONi'RETE WALL UNITS SHALL BE SEGMENTAL UNITS MANUFACTURED IN ACCORDANCE WITH GEOGRIDLLCONSTRUB TIONAEQU~IPME~NT SHALLANO T BE OPERAT / OF OPTIM M. ONLY HAND HIGH PLA T ( S (CITY SILTS AND CLA ~S FIRE PR T HIN 3 FEET OF TH )ARE NOT ACCEPTABLE, o ECTION
E SEG ENTAL UNITS. BRANCH MANAGER PGF REARWARD TO INSURE T UTNESS OF THE
B ASTti1-C1372 AND ASTM C140 AND SHALL NAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH
IT BE OP DESIGN DIRECTOR CAC FRAYED DIRECTL ON THE GEOGRID. 10.0 QUALIFICATION OF DESIGN
OF X000 PSI. UNITS SHALL BE INTERLOCKED WITH NON-CORROSIVE FIBERGLASS PINS. 0 A. STABILITY OF ANY TEMPORARY SLOPES RE UIR Z '
Q ED BY THE INSTALLATION OF A SEGMENT ~ U RET AL ~ , AINING WALL SHALL BE ADDRESSED BY A UALIFI
1.6 GEOGRID REWFORCEMENT 32 UNSUITABLE MATERIAL Q ED GEOTECHNICAL ENGINEER. RESPONSI ~ z
GEOSYNTHETIC REINFORCEMENT SHALL CONSIST OF HIGH TENACITY GEOGRIDS OR P RMIT7~EDTAS~BACK~I~LL FROZEN SOILDS,OSNOW,ECE RHEAIV GEOTEXTILES MANUFACTURED FOR SOIL REINFORCEMENT APPLICATIONS. THE TYPE, AND SHALL NOT BE PERMITTED AS BACKFILL MATERIAL PASSING I OF BILITY DER THESE TEMPORARY SLOPES RESTS WITH THE 0 ~ ~ ORGANIC MATERIAL SHALL NOT BE WNER AND/ OR ARCHITECT OF THIS PROJECT
AND THE SLOPES SHALL MET W F-- ~ ICE ,HEAVY CLAYS OR WET E ALL OSHA STANDARDS OF MAX. SLOPE ST - W w SOILS EEPNESS- 1.5H:1 U. Z z
PLACEMENT LOCATION OF THE REINFORCING GEOSYNTNETIC SHALL BE AS SHOWN ON THE HAVE A LIQUID LIMIT OF GREATER THAN 40 AND A PLASTICI B.) HANDRAIL GUARDRAIL RE UI ~ - ~ / Q REMENTS SHA ZIAL PASSING THE X40 SI VE SHALL NOT LL BE DETERMINED BY THE ARCHITECT OR Z O ~
PLANS. THAN 15, UNLESS WRITTEN CONSENT IS OBTAWED FROM THE GENERAL CONTRACTOR. w d ~ ~ ID A PLASTICITY INDEX dF GREATER ~ Z
C.) NOTIFY THE DESIGN ENGINEER W U ED FROM THE ENGINEER ~pRIOR TO PRIOR TO MODIFYING WALL CONSTRUCTION IF EX J ~ O
PLACEMENT. ISTING SITE CONDITIONS DEVIATE FROM CONDITIONS OUTLINE ~ ~ ~ ~ DON RETAINING WALL PROFILE. w Q
J
iJ WALL BATTER W f•- U Z I Q ~
BATTER FOR THE ENTIRE WALL SHALL BE MAINTAINED AT NEAR VERTICAL. 3.3 SOIL PROPERTIES U ~ W -
MINIMUM INTERNAL ANGLE OF FRICTION SHALL EQUAL OR BE ~ U ~ w _ ~ Q ~
_QUAL OR BE GREATER THAN REFERENCE Z O C~
IN SECTION 1.3. VERIFICATION SHALL BE FILED IM TN THE EN 20 FOUNDATION REQUIREMENTS WILL MEET THIS CRITERIA. O F-- ~ WITH THE ENGINEER THAT THE SOIL - ~
~ J Q Z J
THE FOUNDATION BEARING CAPACITY THAT WAS ASSUMED FOR DESIGN SHALL BE VERIFIED p p Q ~ Q ~ 3
IN THE FIELD, AND COPIES OF THE TEST DATA FILED WITH THE ENGINEER. THE FOOTING O tl.
SHALL BE CLEARED OF LOOSE SOIL. A MINIMUM OF 12" OF WASHED STONE SHALL BE ~ p Q Z
PLACED AT THE BACK OF EACH BLOCK AS INDICATED ON THE DETAILS. Q -
(n ~ Z
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Q a w G
CODE ID. N0. 80091 SIZE D
SCALE: AS SHOWN
FED N0. 5448
STA. PROJ. N0. CP0426M
SPEC. N0. 05030721
CONSTR. CONTR. N0.
N62470-03-C-0721
NAVFAC DRAWING No. **~***t
SHEET * OF *
1 n n
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~ L 3 DRAWFORM REVISION JULY 2001

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T- 4
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T- 2 T-1 T-4
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AVOLIS ENGINEERING, P.A. Civil and Environmen(al Engineering
T-2 PO Boa 15564 New Bern, NC 28561 Phone: (252) 633-(1068 Fox. (252) 6J3-6507
s SEGMENTAL BLOCK RETAINING WALL +~~~+~ri rrrer~Bi
T-4 4~,ND5C,~pF "
M i •
• 6 e ` ~
10 (S-2) 30" O.C. Sy r1, .d ~ ~ o ~s •
s . y tl,,.~.,°. '3
PROVIDE SOD ~ gyn.=~~~•'' ~ '9 e~~
ON NEW SLOPE ~uete,~
I 1 I~ - I - I - I~
~ ~ 7 _ 15 1 _ SERI.
~ -1- r ~ ~ ! i APPROVED I ~
li ~ - 4 T-3 I ~I - I
I 80 LF 10 L X 12 W BOX CULVERT ~ r I aCriwTV - saTisFa~raRV 10 T~,
I I - ~ 40 (S 1) 30 O.C. 2 ROWS - - - NCH
- - -I ~ i RA usE ~ t _ _ I ~ N~ DATE
1 ~ HOOL SC AP PROVED
l_ - , ~ ~ ,I 1
I_- - - SEGMENTAL BLOCK RETAINING WALL - ; _j i 1 -i
ili 1 ~ ' . ~ FOR EFD FOR COMMANDER NAVFAC ~_-I I
i_I_I ii- SCHOOL HOUSE BRANCH -I ~ ~ M ~i - ~ , I ~ 1 _L- ~ I ~ ~ DaIE
~ ~'~~III A/E EFD
~ r- i I -L DESIGN
~ ~ - - _1 t. DRAWN R M B
I l'- ~I r I~ REVIEW J~A
~ii~ ~ I ~ i-i I r 1 i ~ oc JCA ~ ~ _
. ~''t I ~ I CHIEF ARCH,/ ENGR.
1 I~ ~ ~ - - ~I ~ t_ . ~ 1 I I I PROJFCT MANAGER WDM
~ I I _1 FIRE PROTECTION -
4 - - T-4 BRANCH MANAGER P ~F
DESIGN DIRECTOR CAC
i il~ _i _ PROVIDE SOD
T-5 ON NEW SLOPE o Z
~ Ii ,;i' ~U
U Z
20 (S-1) 30" O.C. 2 ROWS C7 Z_ IV ~ ~ LL
i WZ w W Z
10 (S-2) 30" O.C. " ~ J Z
M a ~ W
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5 (S-3) a
w z W ~
NOTES: z z Q
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1.TREE SHALL BE PLACED THE MINIMUM DISTANCE SPECIFIED ~ ~ Q
T-1 c Z ~ FROM THE BACK OF THE SEGMENTAL BLOCK RETAINING WALL ~ Z_
3 (T-3) O f- 2. TREES AND SHRUBS SI~ALL BE PLACED WITHIN THE ~ ~ f- n-
Q z Q REINFORCED EARTH AREA BEHIND THE RETAINING WALL IN p p U
A LANDSCAPING PLAN T-4 ACCORDANCE WITH THE MANUFACTURERS STANDARD DETAILS. ~ Q ~ ~
O ~.L. p
L1 Ll SCALE: 1"=10' 3. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES ~ z
SHALL BE REVEGETATED WITH CENTIPEDE SOD. Q J Q
T-2 4. REFER TO SHEET L-2 FOR STANDARD LANDSCAPING ~ ~
DETAILS. ~ ~ w
T-4 5. LANDSCAPING PLANTS SHALL BE STAKED AND THEIR > O U
aU LOCATIONS REVIEWED BY THE CONTRACTINr, OFFICER AND w ~
SYMBOL BOTANICAL NAME COMMON NAME ROOT SIZE THE PROJECT LANDSCAPE ARCHITECT PRIOR TO PLANTING. ~ w w
S-1 JUNIPERUS CHINENSIS SARGENTI JOSE JUNIPER SAN JOSE 3 GAL 24" SPD az ~
S-2 JUNIPER CHIN. PFITZERA NA PFITZER JUNIPER 3 GAL 24" SPD Z WQ
S-3 SWAMP (NATIVE) AZALEA 3 GAL 24" SPD
Q a w 0
T-1 LAGERSTROEMIA INDICA 'NATCHEZ' NATCHEZ CRAPE MYRTLE 25 GAL MAX. 3 TRUNKS LEGEND
T-2 LAGERSTOEMIA INDICE 'CHOCTAW' CHOCTAW CREPE MYRTLE 25 GAL MAX. 3 TRUNKS CODE ID. NO. 80091 SIZE D
T-3 MALUS FLORIBUNDA FLORIBUNDA CRAB APPLE 25 GAL 2"-2.5" CALIPER SCALE: AS SHOWN
FED N0. 5448
T-4 PILAUS STROBUS EASTERN WHITE PINE 25 GAL 6'-8' FT HT. TREE STA. PROJ. ND. CP0426M
T-5 WEEPING WILLOW 25 GAI. 6'-8' ET HT. SPEC. N0. 05030721 GRAPHIC SCALE
MASSED SHRUBS
M MULCH 6 DEEP PINE STRAW N62470-03-C-D721 10 0 5 10 20
iiikiik
GROUND CODER
JN FEET ~ SHEET 17 OF 18
1 inch = 10 ft. L1
DRAWFORM REVISION JULY 2003
~ ~ 2 ~ 3

a
a
w s
0
LAWN AREA PLANTING OR MULCHED AREA
v r
NOTES: a u
;f ~A.NT-AS S~'CCIf~ICD w
1.TRENCH EDGER SHALL CREATE A CLEAN SEPARATION 18 TO EIRST ROW OF SHRUBS OR GROUND COVER
BETWEEN LANDSCAPED AND LAWN AREAS AND SHALL BE
CREATED WITH FREE FLOWING AND SMOOTH LINES TO THE
SAME GENERAL CONFIGURATION AND SIZE SIiOWN ON THE ~il
~ I ~ ! SITE PLAN. 6" MULCH
' ~ ~ ' ' ~ 2. PROVIDE TRCNCI I .EDCCR I I III III ~ BCTWCCN ALL LAWN ARCAS AND
MULCH , I ~ ~ ~ i ' ~ ALL AREAS TO BE PLANTED AND OR MULCHED. i ~ ~ i ii i
I.. i ~ - - -
li iii i~ I 111 c
i ~i I ~ I I I ii I,I ~I I'~ ill.. ~I ~ I~ _~II--,
I I~ i i I - - D~`,1CNED & EP~CIPdECf'CD C3Y: TRENCH EDER
iii ~ii ~ iii III ~i iii iii i ~t'~ ~ ORIGINAL GRADE
III---III - I i ' EXITING GRADE OR GRADE ORIGINAI ~ ~ ~ ~ ! VERTICAL EDGE ~ ~ ! ! ! OF PLANTING AREA
III II 1 ~I~ I~ III I z - ~ ~ ~
i - - - Zr 2 ~ i~i
~I~ III i AVOLIS ENGINEERING, ~ .A. I I ~ ~ I I i (~I frail and Lnvirunmenlr
~ I! ! I I ~ iJ Il Fngineenng - PO f]ox 15564 New 8em, NC 78561 li
~i~ I~. i!I'' I I ~ 'u , ~ s Phon - i I e 63.3 I 0068 Lai: ~5~ 63)-F_,D7 III I fi I ~ ~ <I
III I I I~I > I~ II r n
I,i i I ~ i II I~ ~I~ z 7 -
i - I i ~'i ~ I ~ I~ i I I I I ~ f +~raeteaP i I~i I ~1.. LtJ +?P tPA
i i~ i~' I~, .II ~ ~ i i IIJ Il_ ,~a+i%~4j'~~ ~A{~~f mpm°ms L..I U 1 ryryj` •e•a•••. o
~ ~ j i - iii- i 1 1 1 I I ~ ~ °il o• i ' !m ~ • pt3D5( e ~ ~~i ~i * •Jpt App, ri
II 'II i _ II ~i~ -Ili iI _IL_ I m ~ - ~ ! a • I Q ~ s r--~- ?~w P I,! I iil III Ili ii! it I, ii •W •
Ili ICI 'il ~;i III ~I~ I i~l ~ ~ !i ! I II 'II ~Illi i ~ 2 .e
III I' I~I ~ ~i - J~ s ~ i i~ o • I ~ . • II Ii~ III II. ~ i .D ~ I •
T' ~ ~
A TRENCH EDGER --PLANTING SOIL MIX BACKEILL 06ER~
L2 NOT TO SCALE r ruu~enn~~~
_ sEa
~.rNk, LD
C GROUND COVER MASSED SHRUB PLANTING
L2 NOT TO SCALE
u~iE
~~AFPRUVtU
(11f~ f-fD FOR fnMMhfJf1ER PJAV~A'
I,;~i ~ A/E EED
DESIGN _ , f _ DRAWN R~~R
REVIEW ,fr,~
9C
3" MULCH CHIEF ARCH) FNGR.
TRENCH EDER » SAUCER (6"HGT.) PR11lECT DAANAGER W~M
FIRE PROTE~TInN _
Rf~AN~H MANAGER
r r r~~r~~ ~ ~~~~r DE~I~;N DIRE(TnR CAf_-
,fir r r r~rrrr I~ II i ~~r~\r~\rr~rr~~~ PLAN TI
~y ~ NG SOIL MIX ORIGINAL GRADE ~rr;12 'fir I r~r~~r~~r z
~ r~rr~ ~ BACKFILL U ~
%rr~~r ,,,.,III ,,:;,,I, ~ I ,~I~I,~, ri~~%~~r N - i~A/ ~ hi ~ iii Ali i, y ~ Z
. r ,I I i, ~ ~ i I il,~, ri~r ~
r r,. ~ ~ Z W ~ ~
ROOT BURLAP T O J
ON TOP 1 /3 SCARIFY BASE OF PLANT PIT TO MIN. DEPTH OF 8." I,~ ~ ~
ADD SOIL MIX; TAMP LIGHTLY & BREAK THROUGH & LOOSEN ALL "HARDPAN" (REMOVE AS U
WATER IN THOROUGHLY PRIOR TO NECESSARY TO FACILITATE DRAINAGE). ~ ~ ~
SETTING TREE TO MINIMIZE ~ W ~
W ~ 'I = Q Q z ~
SETTLING. U ~ W ~ w
f-- p rY Q
Z O C~
PLANTING PROCEDURE O ~ C`) ~ ~ ~ _Z
1. EXCAVATE ROOT BALL PIT. Q Z ~
2. SCARIFY PIT, ADD SOIL MIX AND TAMP SUCEI F- ~ O Q
THAT TREE IS SET 4" HIGHER THAN ORIGINAL GRADE. ~ Q ~ U O l.L cn
3. SET TREE LEVEL WITH ITS ORIGINAL GRADE IN NURSERY. ~ p
Q Z Q
4. BACKFILL WITH SOIL MIX & CONSTRUCT SAUCER. ~ ~
~ W
,O U
NOTES: 7 U
1. DO NOT ALLOW AIR-POCKETS TO FORM WHEN BACKFILLING. ~W ~
2. IMMEDIATELY SOAK WITH WATER. Z W ~
3. PAINT ALL CUTS & SCRAPES OVER 3/4" DIA. WITH APPROVED TREE PAINT. Z i. i Q
4. DO NOT BREAK ROOTBALL. H C Q G
i1 i.i
5. PLANT AREAS & TREE LOCATIONS SHALL BE STAKED OUT PRIOR TO
PLANTING AND APPROVED BY ENGINEER CODE ID NI) 80091 ;17E D
!ALE AS SHOWN
FED NQ 5448
B TYPICAL ROOT BALL PIT SIA PROJ. NQ CL'O426M
L2 NOT TO SCALE -PE~. NQ. 05G~S0721
Nf~?470- 03-C-07;1
Sllff_T 18 OF 18
L2
_
DRAWFORM REVISION JULY 2003
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