20150785 Ver 1_Application_20150804

�1
U.S. Department
of Transportation
Federal Highway
Administration
FEDERAL EXPRESS
Ms. Sue Homewood
Eastern Federal Lands 21400 Ridgetop Circle
Highway Division Sterling, VA 20166-6511
A��G - 3 2015 In Reply Refer to: HFPP-15
NC DWR, Transportation Permitting Unit
512 North Salisburg St.
Raleigh, NC 27604
Subject: NC ERFO FSR 2013-2(1), Pgint Lookout Trail
Emergency Relief Project Culvert Repairs
Water Quality Certification
Dear Ms. Homewood:
DC�C�C�Q�IC�
�Q
AUG 0 .�. 2015
DENR - WATFR RFCni iarcc
The Eastern Federal Lands Highway Division, of the Federal Highway Administration (FHWA),
in cooperation with the U.S.D.A. Forest Service is proposing to do work on Point Lookout Trial
(FSR 203) in Pisgah National Forest, McDowell County, NC. The proposed work would consist
of reconstruction of a 0.2 mile segment of Mainline Point Lookout Trial. The work includes the
installation of four culverts, grading, reirifo`rcirig soil slope, aggregate base, drainage, and other
miscellaneous work.
Three of the culverts are strictly for drainage purposes (K 1 b, K 1 c, and K 1 d). Culvert K 1 a is
located on an intermittent stream (Site 2, Station 21+28). Culvert Kla is an in-kind replacement
to minimize impacts to the stream. The proposed culvert replacement will have 83 linear feet of
impact, 713 square feet of permanent impact and 213 square feet of temporary impact. Enclosed
please find two plan sets 11x17, five PCN copies, five GIS maps, five copies of all photos, and
the $240 fee.
FHWA requests your concurrence with our determination for the proposed listed project.
FHWA respectfully requests your response within 30 days of receipt of this letter. If you have
any questions, please contact Mr. Eric Rothermel, Environmental Protection Specialist, at
[e-mail] or [phone].
Sincerely,
: , _
.__..—
�
,
Kevin S. Rose
Environmental Compliance Specialist
Enclosures

2
cc:
Mr. Gliff Northrop, Asst. Forest Engineer, USFS National Forest, NC
Mr. Lynn Hicks, Forest Engineer, USFS National Forest, NC
Mr. Jim Kozik, ERFO Coordinator, USFS

,. •
��F W��r97 Office Use Only:
' ' � g'�ry'� (�J�V\l � Corps action ID no.
� �. � o�r.=, < DWQ Project no.
� Form Version 1.4 January 2009
Pre-Construction Notification (PCN) Form .
A. Applicant Information � �
1. Processing � . �
ta. Type(s) of approval sought from the Corps: � Section 404 Permit '❑ Section 10 Permit
tb. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number. '
1c. Has the NWP or GP number been verified by the Corps? � ❑ Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
[� 401 Water Qualiry Certifcation - Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality CertificaGon - Express ❑ Riparian Buffer Authorizalion
1 e. Is this notification solely for the record For the record only for DWQ For the record only for Corps Permit:
because written approval is not required?_ 401 Certifiration: ,�a ,
N/A _ � Yes u No ❑ Yes � No
tf. Is payment into a mitigation bank or in-lieu fee program proposed for
mitigation of impacLS? If so, attach the acceptance letter 6om mitigation bank � Yes � No
or in-lieu fee program.
tg. Is the project located in any of NCs twenty coastal countles. If yes, answer 1h � Yes � No
below.
th. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes [� No
2. Project Information
2a. Name of project: NC ERFO FSR 2 013 -1 2
2b. County: McDowell County
2c. Nearestmunicipaiity/town: Pisgah National Forest -
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information �
3a. Name(s)onRecordedDeed: U.S.D.A. Nationa ore5t
3b. Deed Book and Page No. � -
3c. Responsible Party (tor LLC if .
applicable):
3d. SVeetaddress: P1sga ig way
3e. City,state,zip: Nebo, NC 28761
3f. Telephoneno.: 828-257-4209
3g. Fax no.: N/A
3h. Email address: '
Page 1 of 10
PCN Form - Version 1.4 January 2009
�
:2 p � 50 l8
5
,,� , �� f r
�x ��'� ,. y
1�
�� v
AUG 0 4 2015
I

4. Applicant Information (if different from owner)
4a. Applicantis: � Agent � Other,speciry: Completing Permit Requir ent
4b. Name: Kevin Rose
4c. eusinessname Eastern Federal Lands, FHWA
(if applicable):
4d. Sveeiaddress: 21400 Ridgetop Circle
4e. City,state,zip: Sterling, VA 20166
4f. Telephoneno.: 571-434-1541
4g. Fax no.: N
4h. Emailaddress: Kevin.RoseQdot.gov
5. AgenUConsultant Information (if applicable) .
5a. Name:
Sb. Business name
(if applicable): � '
5c. SVeet address: � �
Sd. City, state, zip: '� �
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
/
Page 2 of 10
s for the National Forest

B. Project Information and Prior Project History
1. Property Identification �
1a. Property identifcation no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): latitude: ' Longitude: '
1c. Properrysize: 512640 acres .
2. Surface Waters �
2a. Name of nearest body of wa[er to proposed project:
2b. Water Quality ClassificaGon of nearest receiving water. mpa i re
2c. River basin: � wannanoa
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
Cu��iergs are not functioning as they should. This is-part of a lar er
emergency relief project.
3b. List the total estimated acreage of all existing wetlands on ihe property: N A •
3c. List the total estimated linear feet of all existing sireams (intermittent and perennial) on the property:
3P�roXj�ec�egsP��tofre�ioved��i�e���existing culvert and replace it with a ne
culvert for proper function.
�Describe tbe overall proiect7n detail, inGluding theSyper�quipment tn be used:
he pro�ecL CORSists oz 5 culv repairs ciue to landslides that,o cu
Only Site 2 has a culvert under CORPs jurisdiction. Equipment to b u;
�4. Jurisdictional Determinations
4a. Havejurisdiclional wetland or stream detertninations by the � Yes ❑ No � Unknown
Corps or State been requested or obtained for this property /
ro'ect includin all rior hases in the ast? Comments:
4b. If the Corps made the jurisdictional determina6on, what type � preliminary ❑ Final
of determinalion was made? � �
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): - Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have pertnits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help fle" instructions.
6. Future ProJect Pians �
6a. Is ihis a phased project? � ❑ Yes Q No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009
-red .
,ed is TBD by contractor.

C. Proposedlmpactslnventory
1. Impacts Summary
1 a. Which sections were completed below (or your prqect (check all that apply):
❑ WeUands [� Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each weUand area impaded.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of impact Type of wetland Forested Type of jurisdiction Area of
number Corps (404,10) or impacl
PermaneM (P) or - DWQ (401, other) (acres)
Tem ora T
W1 - Chooseone Chooseone Ves/NO -
W2 - Choose one Choose one Yes/No -
W3 - ctwoseona chooseone yes�No
Wq - Choose one Choose one Yes/NO - '
W5 - Chooseone Chooseone Yes/No
W6 - Choose one Choose one Yes/No
2g. Total Wetland Impacts:
2h. Comments: . -
3. Stream Impacts -
If ihere are perennial or intermittent stream impacls (including temporary impacLS) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial (PER) or Type of Average Impact
number intermittentQNT)? jurisdiction stream length
Permanent (P) or . width (linear
Temporary (T) � (feet) feet)
S1 - Cnooseone P Wannanoa
S2 - Choo
S3 - choose one
S4 - Choose one -
S5 - choose one -
S6 - Chooseone �
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes,�ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuall list all o en water im acts below.
4a. 4b. 4c. 4d. 4e.
Open water � Name of waterbody
impact number (if applicable) � Type of.impact Waterbody Area of impact (acres)
Permanent(P)�or type
Tem ora T
Q7 - � Chooseone CMose
02 - Chooseon Choose
03 - choose ona choose
04 - Chooseone Choose
� 4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. � Sc. 5d. � � 5e.
Pond ID number Proposed use or Wetland ImpacLS (acres) Stream Impacts (feet) Upland
purpose of pond � (acres)
Flooded Filled Excavated Flooded Filled Excavated
Pt choose one -
P2 Chooseone
5f. Totat:
5g. Comments: �
5h. Is a dam high hazard permit required? � Yes � No If yes, permit ID no:
5i. Expected pond surFace area (acres): �
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ) �
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acls re uire miti ation, then ou MUST fill out Section D of this form.
6a. Project is in which protected basin? � Neuse � Tar-Pamlico � Catawba � Randleman � Olher:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
�number— miligaGon impact impact
Permanent (P) or required? (square (square
Tem ora T feet feet
g� - Yes�No
g2 - Yes/No,
g3 - Yes/No
gq - Yes/No
gs - Yes/No
gs - Yes/No
i 6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10 , �
\

D. Impact Justification and Mitigation
1. Avoidance and Minimization
ta. Specifcally describe measures taken to avoid or minimize the roposed impacts in designing project,
Avoidance was not able to be done d�ue to culvert location and purp se
Minimization measures will be taken to not disturb more area than ee
The culvert area is small and if possible might be able to be comp et
�b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Construction can look into completing the culvert in dry condition
when the stream isn't flowing.
2. Com ensato Miti ation for Im acts to Waters of the U.S. or Waters of the State �
2a. Does the project require Compensa[ory Mitigation for � Yes � No
impacts to Waters of [he U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWp ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation oplion will be used for this � pa ment to in-lieu fee ro ram �
project? Y P 9
❑ Permittee Responsible Mitigation
3. Com lete if Usin a Miti ation Bank
3a. Name of Mitigation Bank:
- Type: Choose one �uantity:
3b. Credits Purchased (attach receipt and letter) Type: Choose one �uantity:
Type: Choose one Quantity:
3c. Comments: �
4. Com lete if Makin a Pa ment to In-iieu Fee Pro rem �
4a. Approval letter from in-lieu fee program is aitached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Ripanan weUand mitigation requested: acres �
4f. Non-riparian wetland miGgation requested: acres
4g. Coastal (tidal) wetland mitlgation requested: • acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan �
5a. If using a permi[tee responsible mitigation plan, provide a descripiion of the proposed mitigation plan.
Page 6 of 10
� PCN Form - Version 1.4 January 2009
9ed.
=_d

6. Buffer Mitigation (State Reguiated Riparian Buffer Rules) — required by DWQ
6a. Wi0 the project result in an impact within a protected riparian buffer thal requires � Yes � No
buffer mitigation?
6b. Ii yes, ihen identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the •
amount of mitigation required.
6c. 6d. 6e.
Zone Reason (or impact Total impact Multiplier Required mitigation
(squarefeeq (squarefeeq
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buNer mitiga6on is required, discuss what type of mitigation is proposed (e.g., payment to private mitiga6on bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
�
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWo)
1. Diffuse Flow Plan
7 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes [� No
within one of the NC Ri arian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
� Yes � No
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of ihis project? � -
2b. Does this ro ect re uire a Stormwater Mana ement Plan? ❑ Yes ❑ No
2c. If this prqect DOES NOT require a Stormwater Management Plan, ezplain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of ihe Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local overnment's'urisdiction is this ro'ect? �
❑ Phase II
3b. Which of the following locally-implemented stormwaler management programs ❑ NSW
apply (check all that apply): 8 USMP
Water Supply Watershed
� Other:
3c. Has the approved Stormwater Management Plan wiih proof of approval been ❑ Yes ❑ No
attached? �
4. DWQ Stormwater Pro ram Review
�Coastal counties
❑H�W
4a. Which of the following state-implemented stormwater management programs apply �ORW
(check all that apply): Session Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan wiih proof of approval been � Yes � No
attached? -�
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropnate requiremenls? � Yes � No
5b. Have all of the 407 Unit submittal requirements been met? � Yes � No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information ,
1. Environmental Documentation (DWQ Requirement) ,
1a. Does the project involve an expenditure of public (federal/stateAocal) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" ro the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State [1] Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been fnalized by [he ,
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
lerier.) � Yes ❑ No
Comments: FHWA completed the NEPA Determination
2. Violations (DWQ Requirement)
2a. Is the site in violation o( DWQ Weiland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes [� No
or Riparian Buffer Rules (15A NCAC 28 .0200)?
2b. Is this an aker-the-fact permit application? � ❑ Yes � No
2c. If you answered "yes" to one or both of ihe �above questions, provide an explanaUon of the violation(s):
3. Cumulative Impacts (DWQ Requirement) .
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" lo the above, submit a qualita6ve or quaniitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
� ' •`
4. Sewage.Disposal (DWQ Requirement) '
4a. Clearly detail the Wtimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility. � .
Page 9 of 10 �
PCN Form — Version 1.4 January 2009
��
. � � . ,
� " • � .'. .

5. Endangered $pecies and Designated Criticai Habitat (Corps Requirement) .
5a. Will this project occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS conceming Endan9ered Species.Act � Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field O�ce you have contacted. _ Ashvi l le
5d. What data sources did you use to de[ermine whether your site would impact Endangered Species or Designated Cri6cal
Na�abi�anal Forest Service biologist and USFWS IPaC website. Letters
were sent to the USFWS and a determination was made.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fsh habitat? ❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project ocwr in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation � Yes . � No
status (e.g., National Historic Trust designation or properties signiFlcant in
North Carolina history and archaeology)? �
7b. What data•sources did you use to determine whether your site would impact historic or archeological resources?
6. Flood Zone Designation (Corps Requirement) �
8a. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � � No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the Floodplain determination?
�'e(/� /l � • � S� ! �� /��.
!�
ApplicanGAgenPs Printed Name Applica genY Signature Date
(Agent's signatu e is valitl only if an authoriration
letler from Ihe a licant is rovidBd.
Page 10 of 10

NC ERFO FSR 2013-2(1)
,.:
,�.
y . � f
/ � r.?,\�� �..t` \11,� � • x ,S,e+ ,1�
-:� `hi�lrl. ._Qa�a�C�eak�RJ l ... � . .
� � ti._.
� - . \` .�' ¢``, �� � '" .� A e
:i�,_ ' ---�` �: �' ` � II
- "� i° c olrman • .
� _ �''`� �, J - °
i� I t j O
!
}' F � �t- � J . ' .. �
- f ��. t�F . .vnt`. . il� � � .
� �� t �.,�� • , a _ �,.
�i y�iU C i•eek �. L'rc�7 Prong /lnn�ing �'ri ek :
_ �� r �
Dcndron
�"\�,�;ns: - , ` .
y�;,,, � - , � ,.
�n'y j i
YY � � � ♦
jw)It, :
. , l r :��'� . ,
.:�� _ � � � �
, . . �► � _�"- � ., ,�
_ �,�. � .�,_. .�
� � ,� ,��
M � s•r_
�; . `j.
,l\\ � .. � e r� � u n f s
`'�r .. �� � �N � ,+ � �i� .. .:f;�.`ti ....s-: .
♦
� _ �< � „�' �:.. .
�;: �, .' •�'�,�.. '� :
us' Di� � � �C
` ' � . . �' T ��
a } * �'•�
D ��y � a �
° �'"e � � _ �-�� � ,', � ��,
�"�`"� - � � �;
o ,�+� <;; �
_ +"' �` o.,-� ;'� �.�..�� � � .S'rran���moU Cri'e
.���� � �`°'" HUC 12-!_.. : � t
i� ,` "#�a�' .Oi0501010102 � � �
�� ¢
:.�� .✓ + ,J �� ��
� �
i / q � tl 0
-:<e,r'^ � � ypun4� ' �° 3..
- a�z n
�
���
806 m J` � �
NC ERFO FSR 2013-2(1) ,,.,„ �. ��F� ,�
• site 4 ,Ykcl(c�,, � 4��`-�
.,�Y��ur;s [�✓^� . _
7,—• � �
• site 3 ;� � � r„r , T F��m
;;� s
;
o site 2 , �s - � .�„�;,otE �b�,,,, :.o.E
• site 1 ,,� �� �t ��
�� J� �
. p 'q�,r _ ✓ �' .'��i�i��� � � � � . �" '� .
IIUC'1°2= •� � �,�,�Sa � `
F.Ug �Y;� yW�� J�'oY - � ,,�',i)� � ..
OGO l O l OS0602�'°'w� �� �� � E � . , �i � .,�
.'� a:
_ C.I u,��Nr Pr(lc b 1lrtutc/r , _
" x r i" s : _ � 1�
�' t �,:;�! • �, , _ ..
•.
�� -
�' `\
� •�1
. �� •�' . •,� " j r ��' ��✓� :rJ
�l ll l-�' ���
����� �� "_�' � ��.�-' Sources: Esri, NERE, `D�eLorme, TomTom, Intermap�in�rer�ent P
' �' �o� Corp., GEBCO, �:U=S,GS, FAO, NPS, NRCAN, Geo_B-'ase, IGN, Kadaster:
NL, Ordnance�SGrvey, Esri Japan, METI, Esri Ghina (Hong Kong),
swisstop�,,Mapmylndia, OOpenStreetMap c'ntributors, and the GIS
User Community
0.25 0.125 0 0.25 0.5 1:24000
Miles

w
i `
i
. "� r� A
i��:�'""� ,
�
�
`s��
i ,
�
�• 3�.�� . ; '��:°r; - .a 4�ei
' `' - � r ��1 -
,:Si ' � -r, �w: �'1�
�� `�'�fC.. �'
�'• � f
4S ' ^ �
8 {� ��
•Y�„�1 (
�(
��1
1'��
. ' . .. 1
`S, s S ° '' r .
.: �'. � .,f . . . ., . 1. r.e. ... r
_�� � � '°-`:-�,
� �� � ' .
; ��
� � ,1 t" - �
" � � � �i;?���
,. ' ' t `
�� �-�-
,'�iM ' :'r �, �'
_ �I��- ��, � �`. �
� ]� .. , . .
't y� , i .
�.^ 'z' _ , }
.� ; .�
- �� E"-"����". �; -
;� 7i.N. ��d. _ � _ .
, • r ! . ' .
/ ,
; ; . � ` -�.,�
�
�� - . .
, `�4
. ,, .
.�,:,�
�.. . i
_ , ;
. i�,F�:V. �.� "
, �.4�r.
�. . _ , k' -E' .., , `
1, : .
�' �
�

��, �
1 �- �''- e�C ,
., - �.,,�
•Y •�•� '� �- . �` rJ -r�'q4 �f '� e. �s �"` � -
f � +( � �.{ •q
Q� t � ^�! 1 r N��
. �� , ` �
-,�•� _ . ` ! ' : a i ,,4 . ? i„ .� •
�j� r ../ �`�� �`!f' `.� • . ^ - � ;
r�y, � . . .� .,...
*', � � � r :h� • �'' �S
g � -3�..
j- a
�'� �� , ,} , � �
��� : . �: �� ,�
.q ,`' f` i� � � `�'� � ,� +
��
: �''�+. � ;� :T� _ f
}t �.� ,�� .
, ��� � ,� , x -r.,:�►
. '��- ?�"`,� .. , .. � ' ��_r `,�. .
k,� .��� °'�'�`'':� "�r�' ` :� .'�
..�� �,��4'�''�hy4. V,�:,a l�\.� q�' ,�.�..
f' t
�`? • `�, -�� ..�
' a;.., f' � ,��. ' ,r � � ±� � . '�
� _ � � ,�� c�� �. ^ �rr �� � .�
. �-t�•' • , � �i.�.�_.''�• M�(K',��
�' �` �,� .n�
1� �`:""�g� �' \ • ,� �, 3�L � ,�±
��{��! Sti f l� f
_ `�'l!�'" �� �`, � � {• � Y � �� ,Ig
. _ r"` �,,,:{j�� � � 6''!�` � :Y�.�i�f�
: ` a. � , � �� 1� L -`��M�• �-. � .�i.�
�` �,. . . �� � , ' � �� � "�`�:c . �i. z
�" � . '' ►1. ` ' ;
�' �n �.✓_ �,� 3+s.y '►y -rl:. . 'Z' i,i '�
. .� 'f. . a.. �� � � ,�
s� a ,�
: t, �, �
d `\ *,` . ,��.� � • -r Y � � Y =:��
v `� `
YS'^�� . � .._�• ,�, �,�
�i� - 'y� ` . 1' .� iL.�0.
'zitf •'r' � ( �y
. •- � .._ �►.. ; �" � ,� '`,"� ��,�f�:
. �4 ±1�.� + .�: ` � � 7'l � � p`- �y�J
I� '� .��_. � �_` ..�. ,j : : 44.. ^V w��'� �y . � '� .
Y,�7' `�i� �,i►.� �r ,�`,v�.�j' � '�
� � � ��� - T 1yy; ��� ,� �• 4 -;_3�. , � ��"^.�S•� •
7�j F '
1�'4�' t l�A_�e i�� ;$ n 4'�� �. .,n
���w .� V,. � '� :- � 'Q
� �
,°- .v sti . i1,-�. �"�3' �' .�a. 'a i �1. ,
�, ,� : : tr. . ��; .,� •� � g"'"� �;�����'�`` _ "�
V�7►Y�� � L .s �. �ti `�:e`" ,., R� ' �
' � 1` yj, ti .�L `� ��•� '�.S���y - ��, • � �, _.'�,
I� . , t �•s
f �: . `e�i �`:.�'�'� „'�i�, f � ~~ � �wiV�� ��
. ;'r� �, � j�, '� � �• 'p :.'t�'� � '1'� �
,�1 `��' -� '� A�t �' �`* ��r� ��
�' rf� � �, rM• _
.a, i��� j�� ,,L ' �4 . t y,��� ?' ' � .� �
,,� i «�� �'.
,� �� ���� 'It__ .ly. ^!*�b'� . � �\� :.,��� ��.�� c'�;• �7',�"1'
• i . 7' wA��� t �, "`f :° t � • � � �,"�t/
��w , f� F . . A. A � � � # ' � J
i_.. �1�.. r y� a � r�r ,• �. ` , ?� �7�
• ,r � '. �� '�j�`t ��,i�t�,Y'(pt ,� �}'1��4»�' !
. ��.�r� �Y' � � 1�' ��e7�� d,�._' #.-'�1y�'� 1�':
R' !�3".wc' . T'��w'N � i� a.+*+ y .. -: 1.� ..'�7iA.

:�
�
a
3
@
�
�
a
'V o�0 1L/�1Ull �1��1 ll�Jla1� ll �ll' 11 ���1�1 �ll �� ll� ll 1L�.lV
IFIE�IE]EgAIL ]E3IGlE-�WA� A1�I�1[�N��7C�$A7CI�N
��
v
DESCRIPTION OF PRO]ECT
IMPROVEMENT: Pavement reconstruction, geosynthetic slope repair,
and drainage repairs.
PRO7ECT LENGTH: 0.18 Miles
LJ1NE MILES: 0.18 Miles
ROAD: Pofnt Lookout Trail (Forest Service Route 203)
WIDTH TYPE
SURFACE: 10' Asphalf
BASE 20' +/- Existing
ROADBED 20' +/- Existing
��
BRIDGE: Not applicable jm �
DESIGN DESIGNATION: QO� ➢ ^
ADT (2015) <100 � � +� V�
ADT (2035) <100 � �[
�
DHV <15 � � 1I��
D so�ia m m � O
%Truck 1% � � N �
V (MPH) 15 �O O
C/A N/A � � � �
e(max) 10% Zm
�� � �
SPECIFICATIONS: �—�
"Standard Specifications for Constructlon of
Roads and Bridges on Federal Highway Projects",
FP-14.
PLANS FOR PROPOSED
PRO,ECT IVC ERFO FSR 2013-2(1)
RECONSTRUCTION OF POINT LOOKOUT TRAIL (FSR 203)
AND MISCELLANEOUS DRAINAGE REPAIRS
PISGAH NATIONAL FOREST
MCDOWELL COUNTY, NORTH CAROLINA
INDEX TO SHEETS
�
�
1
Know whaYs bQIOW.
C211before you dfg.
99% PLANS
PLANS PREPARED BY
� U.S. Department o/ Transportatlon
Federal Highway
vAdministration
EASTERN FEDERAL LANDS H(GNWAV DIVISION
STERLING, VIRGINIA
AUGUST 2015
LC�
�
�'
�
u.a-i
�
�`
�
DISASTER NO. NC2013-2-FS

�
�
Abutment
Ag9re9are
Ahead
Alternace
Average delly creAic
Bdtk
BalanCe poln[
Bearing
Beylnning
BCnCh mark
Ce�[erllne
Center to cencer
ce�cers
Clear
Column
ConnecUOn
Constructlon jolnt
ConUnuous
Corrugated metal OIPe
CulvCrt
Curve central angle
(s0�ra1 curve [ronsitlons)
Nrve cotal angle
(<urve aelta or denectlon)
Deslgn hourly volume
Deslgn speetl
Dlagonal
Dlame[er
Dlaphragm
Dlstance
Orawing(s)
Orop Inlet
East
@Gge o( Oavement
Elevatlon
Elevacfan wltM1 numDer
EmDankment
EnE Sectlon
Equallon
Excavatlan
EKpanslon jolnt
Finlsh
Flanqe
Footing
Galvanlzed
Gage(oau9e)
H?aAwall
Hexa9on
1119h water'
tosiae aiameter
�oinc
tamination
LdGtutlC
Lek
Length of curve(slmD�e curve)
Len9th af curve
(s0��al curve translUon)
Leng[h of50»I
�ongi[uE inal( lona Itude )
Abut.
aqgr,
AM
alt.
ADT
BK
BP
brq.
beg.
�M
cc, rc or c. to c.
ctrs.
clr.
<ol.
co�nn.
C nstr, jt.
cont.
CMP
Culv.
0�
G
�HV
v
tllag.
D, dla., or
diaph.
d15f.
tlwg(5), or Arwc
DI
E
EP or EOP
elev
Ei. 94.161
[EI. 9i.16]
emD.
ES
eQ or ea.
c.
C%D• Jt.
n�.
Hg.
Ry.
galv.
ga.
�tlwl.
hex.
MW
�o
j[.
iam.
lat.
Ic, lt. or LT
LC
L5
long.
Melnllne M.L, '
Ma[erlal matl.
MaYimum maa. �
Mlle[KllometerjpoSC M.P(K.P.j R1GHT-Of•WAY LINE
Mlnlmum min.
Monument mon. or MON
h7echamcaliystahllisea htSE RIGHT-OF•WAV IINE
embankment wlth MONUMENT
Origlnel ground OG
out to ouc o. ro o.
Outsitletliameter OD SECTION CORNER
On centers o, c. �
Nortnal crown NC or NfR -
Nonn n' �/q SECTION CORNER
Pavement - , pvmt.
anotomonument � •�� � PMT �/lg SECTION
Pla[e i � " pl.
POlnt Of com0ound CurVe PCC
Fo�ntofcurve • PC PROPE0.TY CORNER
Polnt of curve Co SD��aI PCS ar CS
PolntotlntersecUOn. �t PARCEL NUMBER
Polnt of sD�ral ro curve 75C or SC
PoIM o! spiral co revene SRS
spiral � EASEMENT (Permanent - COnstrut[lon)
Golnc o( spiral co tanpent P57 or ST�.
Polnco�tangent PT �ROUTE NUMBERS
Folnc o( tangent to s0�rat . GS or TS '
Polnt on curve VOC
Polnt an Spiral ' POS �
voln[ on [angent ' PO7� '
RatlluS � R ��
Ronge -R. � _
0.clnforcement (relnlorced7 " �relnL " SLOPE STAKE
Requiretl recd.
{Ught Rt., rc.ar RT
0.1ght-of-way R/W
RoeCway REwy.
Route 0.te. ROADWAY, EXISTING
Settlon Scc.
so�cn s
Spacing,spacesorspacetl soa. RAILROAD
Splral central angle
Stanaara s�a.
Sca[lon Sta.
su(tener sNft. TRAIL
Scrin9er St9r.
$Ir11CIUIE [NC.
fX15TING
=�w.
__ ' p_ _^— _
FOUND
3� r31
1a8
1S
�
—�--
•
No Symbol
P/E
�
INTERSTATE
PROPOSED
R/w
R/w
PROJECTED
3o8 q�33
l�g
15
�
B
No Symboi
400
C/E
� �
U.S. STATE
-"""""'• '"'""""'•.••.
TOP OF CUT - --•-•' -•
TOE OF Flll —�' � "��__ — --��—
TRANSITION � '—' � �' � "— "'— _
EOP � _ _ -..—--— �
EOG . � ,._ '_ — - ... ••"_""•- � '
SINGLE TRACK . �—r
MULTIPLE TRACK
Superelevatlon rote e INTERMITTENT DRAINAGE/ SMAII CREEK . ^ _.. — �— ��` � .�- --�
Symmetdral sym,
Tangentdiscan<e 7 S?RING ��
(tangentlength) �
7angenctlistance Ts LqRGE CREEK/RIVER _— . = �' ��� . —. —
(so�ml <urve translGOn) ' '—' — � . -- �
Temparary benchmork TBM
7emporary constructian 7CE LAKE, POND or RESERVOIR; MARSHLAND ��—_ �'�
easemenc -Y-
Towns thd. �... �
T hlp T.
iyplcol N�' pqVEh1ENT REMOVAUROADWAV 08lITERATION
Vehlcie per hour vph \
V¢rticdl pOlnf of InMrse<t10n V�i
wesi w
FULL DEPTH PAVEMENT
NATIONAL BOUNDARY
STATE BOUNDARY
COUNTY BOUNDARY
CITY BOUNDARY
TOWNSHI7 or RANGE LINE
SECTION LINE
�iq SECT[ON LINE
�36 SECTION LINE
NATIONAL PARK or
FOREST BOUNDARY
PROPERTY LINE
TRAVERSE POINT (HOrizontal & Vertltal)
Top of Trlangle Points North
TRAVERSE POINT (HOrizontal)
BRASS CAP
STEEL P1N
HUB & TACK
SPOT ELEVATION
COORDINATE GRID TICK
//////////////////////////
P/l
T-45
�
2.8'45.9
�
�
I
0
x 99.8
$TRUCTURAL BACKFILI
MILL AND OVERLAV
OVERLAY
S1LT FENCE
DIVERSION BERM
DIVERSION CHANNEL
CHECK DAM
RIPRAP/CULVERT R[PRAP
BORING LOCATION
TEST PfT
NORTH ARROW
MATERIAI SOURCE
�, � AREA PATTERN
po � , Dc'D
/ // 0
� i / : / / / :
% i i i
SF
—� �i � �
oa
► ► ► �—
,-�w�
��
� B-1
�TP•1
�—�� Z
�
FENCE
GATE wlth FENCE
CATTLEGUARD
GUARORAIL
MEDIAN & SIDE (CONCRETE) BARRIER
Fyc��y
RETAINING WALL
POST MOUNTED
PORTABLE
OVERHEAO(POWER POLE) UTIUTIES
P=Electrical for tranSmisslon Ilne
E=Eleccrical for dls[ributlon Ilne
T=Telephone, E&T=)olnt Electrical and Telephone
FO=Flbre opUCs
SUPPORT POLE with ANCHOR
TELEPHONE BOOTH orVEDESTAL
STREEf LIGHT
UNDERGROUND UTILfTIES
G=gas, 0=011, P=Cower, SA=sanitary sewer,
55=storm sewer, T telephone, W=wa[er
E=electrical, FO=flber o0tics
BRIDGE
PIPE CULVERT (arrow shows Flow)
PIPE CULVERT wlth END SECTION
PIPE CUIVERT wlth HEADWALL
CULVERT with DROP INLET
BOX CULVERT
UNDERDRA[N
BU[LDING
TREELINE; TREE
STATE PROJECE N�
NC NC ERFO FSR 2013-2(1)
fXlSTING PROPOSED
a � xx xx
—XI:�'x-•- —xxHxx—
'___.: �
a_ ��.��_ _a
�_i=:r__i__� �
� :TC T Tr
Uo �ymbol '7T'
wall face
'�_'"V__'�/_' W\�
--Q--�'----- —P '
� �
� cr 7P TB or TP
u 0
a-1'„(- or -�- o--*- or �,
_—_i67F---__ —�w�—
� _ — — , �
____—� �� ����
�___-- C���������
�_____ H��������
_ ____— I�ii..e��������
LYLI
�---i::c�---� ��UD��
r�-<-.-_.r,.-,��.,. i :C:'� n"w'-�-.�"-� �[�'�!'���f
{JY,% W
PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-
I I 1NLET PROTECTION
i--�
LIIR. LINEAR FOOT
Ea. encn
Sqyd. Square Yard
�II Permanent Berm
CMP Corrugated Metal Pipe
U.S. DEPARTMENT OF T(tANSPORTATION
CUyd. Cubic Vard FEDERALHIGHWAYADMINISTRATlON
EASTERN FEDERAL lANDS MIGMWAY DIVISION
STERLING, VIRGINIA
PISGAH NATIONALFOREST
SYMBOLS AND
ABBREVIATIONS

Coordinate System
Name: US State Plane 1983
Datum: NAD 1983 (Conus)
Zone: North Carolina 3200
Geoid: GEOIDI2A
Vertfcal datum: NAVD 1988
Point Northing Easting Elevation Remarks
100 700852.135
101 700932.828
102 701023.821
103 701176.630
104 700836.254
105 701028.227
401 702192.180
402 702282.953
403 702343.761
404 702397.329
405 702401.107
4000 701343.700
4201 701527.690
4202 701944.833
4203 702099.855
9201 701852.085
1033932.352
1034018.931
1034066.830
1034132.911
1033946.874
1034086.015
1039048.940
1039056.978
1038963.365
1038875.222
1038893.345
1034363.428
1033962.746
1033863.051
1033854.336
1033897.366
2369.017
2362.747
2357.332
2348.894
2369.268
2357.102
1973.564
1968.250
1962.589
1957.468
1958.163
2335.587
2308.320
2286.193
2275.397
2291.322
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
NAIL
PK
TBAR
TBAR
PK
TBAR
TBAR
NAIL
NOTES:
1. Azimuth shown Is based on north axis at
clockwlse rotatlon.
r. � � � �

Beginning chain SIiE1_CL description
------------------------------------------------
------------------------------------------------
Point CO201 N 700,891.0845 E 1,033,871.8170 Sta 10+00.00
Course from CO201 to PC SITE2_CL-1 5 38° 06' 18.09" E Dist 28.7320
Curve Data
*--°------*
Curve SITEI_CL-1
P.7. Sfation 10+35.54 N 700,863.1186 E 1,033,893.7490
Delta = 25° 34' 19.99" (CT)
Degree = 190° 59'09.35"
Tangent = 6.8082
Length = 13.3896
Radius = 30.0000
Ex•ternal = 0.7628
Long Chord = 13.2787
Mid. Ord. = 0.7439
P,C. Stafion ]0+28.73 N 700,868.4758 E 1,033,889.5477
P.T. Sta[ion 10+42.12 N 700,860.0997 E 1,033,899.8513
C.C. N 700,886.9890 E 1,033,913.1541
Back = S 38° 06' 18.09" E
Ahead = S 63° 40' 38.08" E
Chord Bear = 5 50° 53' 28.08" E
Curve Data
`----------"
Curve SITEI CL-2
P.I. 5[atlon 10+64.06 N 700,850.3730 E 1,033,919.5110
Delta = 40° 09' 48.47" (LT)
Degree = 95°29'34.68"
Tangent = 11.9352
Length = 42.0591
Radius = 60.0000
External = 3.8539
Long Chord = 41.2032
Mid. O�d. = 3.6478
P.C. Stafion 10+42.12 N 700,860.0997 E 1,033,899.8513
P.T. Station 10+84.18 N 700,855.6204 E 1,033,940.8103
C.C. N 700,913.8783 E 1,033,926.4569
Back = 5 63° 40' 38.08" f '
Ahead = N 76° 09' 33.45" E
Chord 8ear = S 83° 45' 32.31 " E
Curve Data
*----------`
Curve SITEI CL-3
P.7. Station 10+91.43 N 700,857.3537 E 1,033,947.8453
Delfa = 17° 09' 18.47" (LT)
Degree = 190° 59'09.35"
Tangent = 7.1453
Length = 14.1154
Radius = 30.0000
External = 0.8615
Long ChOrd = 14.0857
Mid.Ord. = 0.8384
P.C. Sta[ion 10+84.18 N 700,655.6204 E ],033,940.8103
P.T. Station 10+98.40 N 700,862.1066 E'' 1,033,953.3137
C.C. N 700,884.7494 E 1,033,933.6336
Back = N 76° 09' 33.45" E
Ahead = N 49° 00' 14.98" E
ChorC Bear = N 62° 34' S4.21" E
Course irom PT SITEl CL-3 to PC SITEI CL-4 N 49° 00' 14.98" E Dist 13.3714
Curve Data
*----------*
Curve 5lTES_CL-4
P.l. Statron 12+31.46 N 700, 949.3956 E 1, 034, 053.7429
Delta = 37° 45' 30.63" (LT)
Degree = 16° 22' 12.80"
Tangent = 119.6902
Length = 230.6536 .
Radius = 350.0000
External = 19.8996
Lang Chord = 216.5024
Mid.O�d. = 18.8191
P.C. Sfation 11+11.77 N 70D,870.8784 E 1,033,963.4059
P.T. 5[ation 13+q1.41 N 701,066.7878 E 1,034,077.0844
C.C. N 701,135.0434 E 1,033,733.8044
Back = N 49° 00' 14.93" E
Ahead = N 11 ° 14' 44.35" E
Chord Bear = N 30° 07' 29.66" E
Course from PT SITEI CL-4 to CO202 N 11 ° 14' 44.35" E Dist 50.4167
Point CO202 N 701,116.2365 E 1, 034, 086. 9165 5ta 13+92.84
Beglnning cha/n SITE3 CL descrlption
------------------------------------------------
------------------------------------------------
Polnt CO203 N 701,219.4705 E 1,035,178.7920 Sta 30+00.00
Course from CO203 to PC SITE3 CL-1 S 42° 33' 34.35" E D/sf 27.4564
Curve Dafa
`°--------"
Curve SITE3 CL-1
P.I. Sfation 30+37.51 N 702,191.8451 E 1,035,704.1588
Delta = I1 ° 28' 34.95" (LT)
Degree = 57° 17' 44.81 "
Tangent = 10.0486
Length = Z0.0301
Radius = 100.0000
External = 0.5036
Long Chord = I9.9966
Mrd.Ord. = 0.5011
P.C. Statlon 30+27.46 N 702,199.2468 E 1,035,197.3623
P.T. S[ation 30+47.49 N 702,185.9438 E 1,035,211.2920
C.C. N 702,266.8814 E 1,035,171.0198
6ack = S 42 ° 33' 34.35" E
Ahead = S 54° 02' 09.30" E
Chord Bea� = S 48° 17' S1.82" E
_________________________________________________ CoursefromPT57TE3 CL-1 toVC57TE3 CC-1554°02'09.30"ED/st132.5471
Ending chain S1TE1_CL desc�iption
Curve Da[a
�----°----`
Beginning chain SITE2 CL desc�ip[ion
Point C0195 N, 701,822.6953 E 1,033,894.3502 Sta 20+00.00
Cou�se f�om C0195 to PC SITf2 CL-1 N 10° 51' S6.30" W Dist 317.2986
Curve Data
"----------'
Curve SITE2 CL-1
P.l. Statlon 23+68.43 N 707,184.5213 E 1,033,824.8985
Delta = 54 ° 09' 49.31 " (RT)
Deg�ee = 57° 17' 44.81 "
Tangent = ' S1.1326
Length = 94.5335
Radius = 100.0000
Externa! = I2.3145
Long Chord = 91.0526
Mid.Ord. = 10.9643
P.C. Station 23+17.30 N 702,134.3054 E 1;033,834.5373
P.T, Station 24+11.83 N 701,221.7354 E 1,033,859.9649
C. C. N 702,153.1560 E 1, 033, 932.7445
Back = N 10° 51' S6.30" W
Ahead = N 43° 17' S3.02" E
Chord Bear = N 16° 12' S8.36" E
Cou�se from PT SITE2 CL-1 to C0196 N 43° 17' S3.02" E Dis[ 17.9880
Po/nt C0196 N 702,234.8270 E 1,033,872.3010 5[a 24+29.82
------------------------------------------------
------------------------------------------------
Ending chain SITE2 CL desmiption
Curve SITE3 CL-?
P.I. Station 32+13.26 N 702,082.7140 E 1,035,354.5632
Delta = 46° 45' 26.56" (LT)
Degree = 57° 17' 44.81 "
Tangent = 43.2297
Length = 81.6070
Radius = 100.0000
Exfernal = 8.9441
Long Chord = 79.3613
Mid.Ord. = 8.2098
P.C. Sfa[ion 31+80.03 N 702,108.1018 E 1,035,319.5737
P. T. Station 32+61. 64 N 702, 090.8095 E 1, 035, 397. 0281
C. C. N 702,189. 0404 E 1, 035, 378.3015
Back • = 5 54° 02' 09.30" E
Ahead = N 79° 12' 24.14" E
Chord Bear = 5 77° 24'S1.58" E
Course ��om PT SITE3 CL-2 fo CO204 N 79° 12' 24.14" E Dist 24.4495
PointCO204 N 702,095.3880E 1,035,411.04515ta 32+86.09
Ending chain SITE3_CL descripfion ___________________________

Beglnning chain SITE4_CL description
Point CO213 N 702,167.5860 E 1,038,961.7660 Sta 40+00.00
Course from CO213 to PC SITE4 CL-1 N 81 ° 45' 13.09" E Dist 44.2050
Curve Oata
'----------"
Curve SITE4 CL-1
P.1. Station 40+80.84 N 702,179.1802 E 1,039,041.7659
Delta = 53° 17' 38.93" (LT)
Degree = 78°29'14.69"
Tangent = 36.6307
Length = 67.9015
Radius = 73.0000
External - 8.6750
Long Chord = 65.4800
Mid.Ord. = 7.7536
P.C. Sfation 40+44.20 N 702,173.9263 E 1,039,005.5139
P.T. Station 41+12.11 N 702,211.3843 E 1,039,059.2218
C.C. N 702,246.1715 E 1,038,995.0435
Back = N 81 ° 45' 13.09" E
Ahead = N 28°27'34.16"E
Chord Bear = N 55° 06' 23.62" E
Curve Data
*----------'�
Curve 5lTE4 CL-2
P.l. Station 41+82.16 N 702,272.97a4 E 1,039,092.6061
Defta = 91 ° 42' 23.48" (LT)
Degree = 84°15'30.59"
Tangent = 70.0561
Length = 108.8395
Radius = 68.0000
External = 29.6312
Long Chord = 97.5879
Mid.Ord. = 20.6381
P.C. Station 41+12.11 N 702,211.3843 E 1,039,059.2Z18
P.T. Station , 42+20.95 N 702,304.5098 E 1,039,030.0491
C.C. N 702,243.7888 E 1,038,999.4393
Back = N 28° 27' 34.16" E
Ahead = N 63° 14' 49.32" W
Chord Bear = N 17° 23' 37.58" W
Course from PT SlTE4 CL-2 to PC SITE4 CL-3 N 63° 14' 49.32" W Dist 112.0391
Curve Data
*----------*
Curve SITE4 CL-3
P.I. Station 43+66.51 N 702,370.0358 E 1,038,900.0646
Delta = 15° 54' 12.82" (RT)
Degree = 23° 52'14.62"
Tangent = 33.5274
Length - 66.6237 '
Radius = 240.0253
Exte�nal = 2.3303
Long Chord = 66.4100
Mid. O�d. = 2.3079
P.C. Station 43+32.99 N 702,354.9436 f 1,038,930.0031
P.T. Station 43+99.61 N 702,392.7540 E 1,038,875.4076
C.C. N 702,569.2755 E 1,039,038.0492
Back = N 63° 14' 49.32" W
Ahead = N 47° 20' 36. SO" W •
Chord Bear = N 55° 17' 42.91" W
Course from PT SITE4 CL-3 fo CO214 N 47° 20' 36.50" W Dis[ 53.5703
Point CO214 N 702,429.0533 f 1,038,836.0105 Sta 44+53.18
_______________________________________________________________________________
End/ng chain SITE4_CL description

a
3
�
�
�,
PROPOSED
Asphalt concrete pavement (ACP)
Type I, 1-inch depth
Asphalt [ack coat (No pay)
Sidewalk concrete, 4-inch depth
Aggregate base course, grading
C or D, 7-inch depth
(Place in 2 equal lifts)
Separation-Stabflization Geotextife,
Cfass 2, Type E
Roadway excavation, variable depfh
See note 2
Aggregate-topsoil course, 4-inch depth (typ.)
� �� or Flatter
Existing ground � j'y 1�'4H e= —
3' approxima[e depth� ' — — — — �
10' _�
Existing Asphalt Tretl
10' �
Trail
12' 4'
Sidewalk �Shoulder
20'
Existing Roadbed
Limits of Drsturbance �
TRAIL RECONSTRUCTION
11 +00 to 13+85 (Site l, MP 0.902)
22+35 to 24+20 (Site 2, MP 1.183)
30+50 to 32+00 (Site 3, MP 1.591)
41+00 to 44+10 (Si[e 4, MP 2.436)
� Profile grade line
ft EXISTING
�
(
�
�
�
[e=10%
�
�
�
�
(
P�ofile grade line
EXISTING
1-inch Asphalt concrete pavement
11_inch - Concrete pavement
� See Detail A (typ.)
J
Approximate location of 12-lnch �
drame[er high-pressure gas
transmission pipeline 4�
Shoulder
Asphal[ concrete pavemen[ (ACP) —
Type I, 1-inch dep[h
Asphalt tack coaf (No pay) —
Sidewalk concrete, 4-inch depth —
Aggregate base course, grading —
C or D, 7-inch depth
(Place in 2 equal liks)
Separation-Stabrlizatron Geofextile,—
Class 2, Type E
Roadway excavation, variable depth —
See note 2
Aggregate-topsoil course, 4-inch depth (typ.)
Existing ground � jL�'Y iV:4N or Flat[er
� .�.-.�-�_.
3'approximate depth —
� �i --
Approximate locatlon o/ 12-lnch �'
diameter high-pressure gas
trensmission pipefine 4�
Shoulder
Embankment Construttion (typ.)
80� `��
' — — — I.SV,•1\o�fjdtter
� so- -
Existing Asphalt Trail �
10'
� Trail �
1z�
Sidewalk
20'
Existing Roadbed
Limits of Disturbance
SUPERELEVATED SECTION
TRAIL RECONSTRUCTION
11+00 [0 13+85 (Si[e 1, MP 0.902)
22+35 to 24+20 (Site 2, MP 1.183)
30+50 to 32+00 (Site 3, MV 1.591)
41+00 to 44+10 (Si[e 4, MP 2.436)
1-inch Asphalt concrete pavement
11-inches - Concrete pavement
� See Defail A (typ.)
NOTES :
1. Establish turf on all disturbed areas except
pavement areas in accordance wlth Sectron 625.
2. Remove entire wrdth of exrsting aspha/t and
concrete pavement within limits of construction
as roadway excavation.
3. Construct cut and frll slope transitions as shown in
Detail E204-01.
4. Construc[ pavement transitions as shown in Detail
E4D1-01.
<�" elevation difference (typ.)
Sidewalk, concrete, � Proposed aggregate-topsoil
4-Inch depth � �ourse, variab/e depth
Aggregate base course, � I
grading C or O,
7-inch depfh
Embankment construc[ion
(no pay)
DETAIC A
� Embankment Constructlon (typ.)
*8%
- — — — — � I. SV`IH or �atter
.
�\ __ J��
q� � * Maximum shoulder rollover is 8%
'NOT TO SCALE

i
�
3
�
�
\
\
\
\
\
�
q,
Shoulder
Llmits of Disfurbance
20'
Exlsting Roadbed
12'
Sidewalk
10' 4,
Trail Shoulder
10'
ristrng Asphal[ Trail
Profile grade line '
�
I
2%
flatter
1V:4H oy='T
— See Trail Reconstructlon typlcal
sectlon for pavement and base
s[ructures
Site 1: 2.0' offset
�—+—_ Site 2: 4.5' offset
8o�a Site 3: 1.0' offset
---.. 1 �. Si[e 4: 0.5' offset
� _'�.�or f/atr«
� � - -
\ �
3' approxlmate depth �� _ _ y_��
,r -'-
Select granular backfil ���;
` � (AASHTO #57 stone or LWA)
� \
� Reinforcement Le
Approxlmate Iocat/on of 12-inch � _ _ _ _ _ _ _
diameter high-pressure gas
transmission pipeline �\
Bench according to Detail E204-02 �� �
Geotextrle, Class 2, Nonwoven, Type C � "
\�
See Facing Detall '—�
c�
\ \ _.
—� � Exisfing ground �
�
�
f ♦ 2
SG � Q
�
�s' �`� Embankment Construction �n
'� ` [oe embedment
I� � (depth and width varies)
- - - --- �
Reinforcement geogrid, Type III -� � -�,j- �-�- —�
-- --------�-------�
S Det '18 '� 1 2% min-► �
ee a�
SLIDE REPAIR TYPICAL SECTION
11+15 fo 12+75 (Site 1)
22+50 to 23+80 (Site 2)
31+20 to 31+70 (Site 3)
NOTES: 41+05 [0 43+95 (Site 4)
1. Outle[ underd�ain at low points o� as directed by the CO.
2. Place perforated co/lecfion pipe at a mimimum 0.5% slope.
3. Geogrid reinforcement shown for illustrative purposes only.
See Reinforced Soil Slope Schedu/e for reinforcement /engths.
4 Construct reinforced soil slo e accordin to Section 261
� \
See plan and proFile sheets for
stations and elevations
6" Perfo�ated collector pipe
Mechanically stabilized earfh wall,
welded wire face
See Detai/ E255-A
• P 9 • 4" �
5. Establish turf on all dlsturbed areas except
pavement areas in accordance with Section 625. Reinforcement Geogrid, Type 111
• Geotextile, Class 2, Nonwoven, Type C
REINFORCED SOIL SLO�E SCHEDULf (See Cross Sectlons) �
Site 1 Site 2 Sife 3 Si[e 4
5/ope Heighl, H(ft) (maximum) 6.0 6.0 6.0 7.5
Reinforcement La ers N 4 5 4 6
Reinforcement Vertical 5 acinq 5 ft 1.5 1.5 1.5 1.5
Reinforcement Cen th, L R 12 20 14 16
Relnforcement MNLTS T/b/f[ 2000 2000 1000 2000
8ackfill T e #57 LWA #57 LWA
Nofes:
I. MNLTS = Minimum Nominal Long-Celm strength. See Subsecfion 714.04.
2. For geogrid quantity calcula[ions, add 4.5 R to Reinforcemen[ Leng[h to account (or wrepped face.
3. LWA = L/ghtwefght Aggrega[e
Supporc strut
min. 18"
— ,
_ r___i
,��
I
�I
� I �,_+-
F�-1+1
1� 6„ Perforated collector p/pe
1
Select grdnular backfill (AASHTO �t57 stoneJ
Geo[extile, Class 2, Nonwoven, Type C
SECTION A-A
Min. of 3" of soil fill
is required between
over/apping reinforcement
fo� proper anchorage.
REINFORCEMENTPLACEMENTAROUND
CURVES AND CORNERS
Geotextile, Class 2, Nonwoven, Type C
Select granular backfill -
(AASHTO #57 Stone)
Rolled erosion control r
produd, Type 4,
See Decail E629-01 9„ �
- Seeded
aggregate-topsoil
Provide 2" (min.) -�
separation between
pipe and geotextile
Select granular backfil! (
(AASHTO #57 sfone or LWA) -� � 18"
- - - - �—.�I� �
FACING DETAIL
Vertical We/ded Wire Face with Vegetated Cover
24'=0verlap _ �
9" 36"
DETAIL B
NOT TO SCALE
6" Perforeted collector pipe
(See Notes 1 and 2)

�
�
�
�
PROPOSED
Asphal[ concrete pavement (ACV)
Type I, 1-inch depth
Asphalt tack coat (No pay)
Sidewalk concrete, 4-inch depth
Aggregate base course, grading
C or D, 7-inch depth
(Place in 2 equal liRs)
Sepa�ation-Stabilization Geo[extile,
Class 2, Type E
Roadway excavation, variable depth
See note 2
Aggregate-topsoil course, 4-inch depth (typ.)
9 9 �1� 1 `jy or �fla[te� — —
Exrs[in round
3' approximate depth — ¢ I �
.I�)
Approximate location of 12-inch
diameter high-pressure gas
[ransmission pipeline
e
4'
Shoulder
�
(
�
�
�
�
10'
Existing Asphalt Trail
10'
Trail
21.5'
Sidewalk
21.5'
Existing Roadbed
s of Disturbance
EXISTING
1-inch Asphalt concrete pavement
11-inch - Concrete pavement
TRAIL RECONSTRUCTION
21+10 to 21+25 (Site 2, MP 1.183)
I. SV:1 H
or �a�ter
4
NOTES :
1. Establish turf on all disturbed areas except
pavement areas rn accordance with Section 625.
2. Remove entire width of existing asphalt and
concrete pavement within limits of construction
as �oadway excavation.
3. Construct cut and fil! slope transitions as shown in
Detail E204-01.
4. Consfruct pavement transitions as shown in Detail
E401-01.
�
� �
� �_ ---�
NOT TO SCALE

Estimated
Quantities
Line Item Pay Item
No. Number PayltemDescription Unit
Bid Schedule
A0100 15101-0000 N10BILIZATION LPSM ALL
A0150 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL
AD200 15401-0000 COrITRACTOR TESTING LPSM ALL
AD250 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,200
AA300 15705-1300 SOIL EROSION CONTROI, TEMPORARY DIVERSION CHANNEL LNFT 95
A0350 15705•1700 SOIL EROSION CONTROI, FILTER �[RM (ChiGCK DANi) LNfT :40
A0400 15705•1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM LNFT 40
A0450 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION EACH 1
A0500 15706-2200 SOIL EROSION COf�tTROL, FIL-ER BAG EACH t
A0550 20101-0000 CLEARING AND GRUBBING ACRE 0.3
A0600 20301-1200 REMOVAL OF HEADWAL� EACH 3
A0650 20302•2100 REMOVAL OF PIPE CULVERT LNFT 135
AD700 20315-0000 SAWCUTTING PAVEMENT LNFT 220
A0750 20401-0000 ROADWAY EXCAVATION CUYD 5,300
A0800 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CIASS 2, TYPE E SQYD 1,520
AD850 20702•0800 GEOTEXT�LE FILTER, CLASS 2. TYPE C, NONWOVEN SQYD 3,300
A0900 20703-0000 GEOGRID, TYPE III SQYD 5,200
AA950 207Q4-0000 GEOMEMBRANE SQYD 35
A1000 20811-0000 SHORING AND BRACING SQFT 770
A1050 25102-0200 PLACED RIPRAP, METHOD q CLASS 2 TON 15
A1100 25102-0400 PLACED RIPRP,P, N�THOD A CLASS 4 TON 5
A1150 25501-1000 tv�CHANiCALLY STABILIZED EARTH WALL, WEIDED WIRE FACE SQFT 3,450
A1200 25510-0000 SELECT GRANULAR BACKFILL (IIGHTWEIGHT AGGREGATE) CUYD 1,400
A1250 25510-0000 SELECT GRANULAR BACKFILI (#57 STONE) CUYD 650
A1300 30107-4000 AGGREGATE BASE GRADING C OR U ' 1'ON 510 �
A1350 30302-1000 DITCH RECONDITIONING WFT 1,100
A1400 31307-0000 AGGREGATE-TOPSOIL COURSE TON 250
A1450 40301-0100 ASPHALT CONCRETE PAVE(v�NT, TYPE I TON 65
A1500 60103-0140 CONCRETE, HEADWALL FOR 241NCH PIPE CUIVERT EACH 5
A1550 60103-0160 :ONCRETE, HEADWALL FOR 30.1NCH PIPE CULVERT EACH 2
A1600 60201-0800 24-INCH PIPE CULVERT LNFT 100
A1650 60201-0900 30-INCH PIPE CULVERT LNFT 60
A1700 60403-0900 WLET, FLH TYPE 4B EACH 1
A1750 60502-0000 GEOCOMPOSITE UNDERDRAIN SYSTEM LNFT 560
A1800 61501•0100 SIDEWALK, CONCRETE, 4-INCi DEPTH SQYD 1.450
A1850 61921-1000 RENIOVE AND RESET FENCE INFT 190
A1900 62407-0000 P�ACING CONSERVED TOPSQIL CUYD 240
A1950 62501-0000 TURF ESTABLISHN�NT ACRE 0.4
A2000 62901-1100 ROLLED EROSION CONTROL �RODUCT, TYPE 4 SQYD 950
A2050 63503-0300 7EMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 40
A2100 63504•1000 7EMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 20
A2150 63701-0000 FIELD OFFICE EACH 1
A2200 64501-0000 IOCATE UtILRIES LPSM ALL

SOIL EROSION CONTROL SUMMARY
Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item
15705-0300 15705-1300 15705-1700 15705-IB00 1570b-1000 15706-2200 62901-1100
SO1L EROSION
d w SOIL . SOIL EROSION SOIL EROSION
d STATLOq � CONTROL, SOIL EROSION SOIL EROSION ROLLED EROSION
r .. EROSION CONTROL, CONTROL, REMARKS
�^ � CONTROI, T�PORARY FILTER BERM, TEMPORARY �ONTROL, INLET CONTROL, CONTROL PRODUCT,
SRT FENCE DNERSION ��H[CK DAM) DIVERSION BERM PROTECTION FILTER BAG TYPE 4
CHANNEL
Lnft Lnft Lnft Lnf[ Each Each Sqyd �
DO1 11+00 to 13+85 RT 318 178 115 . SITE 1
D02 21+10 to 24+20 RT Z41 g$ 128 36 1 1 91 SITE 2
D03 30+50 to 32+00 RT 183 94 37 SITE 3
D04 41+00 to 44+10 I� 368 92 174 SITE 4
DOl 11+00 to 13+85 RT lZ� 'SRE 1(DITCH STABILiZATION)
D02 21+10 [0 24+20 I� I 133 'S[TE 2(DITCH STABIUZATION)
D03 30+50 to 32+00 � RT, 67 "SITE 3(DITCH STABILIZATION)
D04 41+00 to 44+10 RT 131 I �SITE 4(DITCH STABIUZATION)
RT
�T
Subtotalthis sheet 1,130 68 492 36 1 I 875
Rounded 7otal 1,200 95 540 40 1 1 950

CLEARING AND REMOVALS SUMMARY
Pay i[em Pay Item 7ay Item Pay I[em Pay Item Pay ltem Pay Item Pay Item Pay Item
20101-0007 20301-1200 20302-2100 20315-0000
� W
u+ STATION � CLEARING AND REMOVAL OF REMOVAL OF SAWCUTTING REMARKS
v=i � GRUBBING HEADWALL PIPE CULVERT PAVEMENT
Acre Each Lnft Lnft
RT
DO1 11+00 to 13+85 0.08 51 SITE 1
LT
RT
D02 21+10 to 24+20 0.06 55 74 SiiE 2
LT 1
RT 1
D03 30+50 to 32+00 0.04 32 38 SITE 3
LT L
RT
D04 41+00 to 44+10 0.12 36 38 SiTE 4
LT
RT
LT
Subtotal This sheet 0.3 3 123 201 �
Rounded Total 0.3 3 135 220

EARTHWORK SUMMARY
Pay ltem Pay Item Pay Item Pay item pay I[em Pay Item Pay item Pay Item Pay ttem Pay Icem Pay Item
20401-0000 20701•3000 20702-OB00 20703-0000 20704-0000 20E11-0000 25501-1000 25i10-0000 25530•0000 G2407-0000 62501-0000
w SEVARITION- GEOTEXTILE MECHANICALLY SELECT GRANULAR SELECT
= STATION RppDWAY STABILIIATION FATERCLA552, GEOGRID, SHORINGANO STABILIZEDEAFtTH BACIffILL GRANULAR P��ING NRF ���
� EXCAVAT20N GEOTEXTILE, TVPE C, TypEIII GEOMEMBftANE gpp�ING WALL, WEIDED WIRE (LIGHiWEIGHT gpCIffILL �ONSERVED ESTABLISMMEKf
CLASS ], TYPE E NONWOVEN FACE AGGREGATE) (#57 STONE) TOPSOIL
Cuytl 5qyd Sqyd Sqy7 5qyA Sqtt Sqtt Cuyd Cuyd Cuyd Au'e
D01 11+00 to 13F85 �3 4i7 � 820 1,0�8 192 865 408 48 0.10 I SITE I
D02 21+30 fo 24+20 1,ZOZ 293 777 1,2'3 33 156 685 508 55 0.07 SI�tE 2
D03 30+50 to 32+00 447 Z!� 2G0 3�? 60 277 . 174 25 0.05 I SiiE 3
pp4 41a00 ro 44+10 Z.158 a54 1,127 1,9FJ 285 I 1,308 , 788 92 0.14 I SRE 4
Sub[o[alth5 Shee[ 4,800 1,383 2,984 4,6E7 33 693 3,135 1,296 582 220 0.36
Roundetl To[al 5,300 1,520 3,300 5,2C•0 35 770 3,450 1,400 650 240 0.4
PAVEMENT SUMMARY
Fay Item Pay Item Pay Item Pay ltem Pay Item Pay 1[em Pay ltem Vay Item Vay Item Pay I[em Pay ltem
30101•4000 30302-1000 31301-0000 40301-0100 61501-0100 61921-1000
w ASPMALT SIDEWALK,
= STATION qGGREGATEBASE D1TCH AGGREGATE-TOPSOIL CONCRETE CONCRETE, REMOVE AND REMARKS
� GRADING C OR D RECONDIfION2NG COURSE PAVEMENT, TYPE I, 4-INCH RESET FENCE
1-INCM DEPTH DEPfH
Ton Lnit Ton Ton Sqyd Lnft
DO1 11+00 to 13+85 I40 28i G8 18 399 SITE 1
002 21+10 to 24+20 98 30J 61 13 290 S(TE 2
003 30+50 [0 32t00 74 i5J 30 9 212 � SffE 3
D04 41+00 to 44+10 152 29i 66 19 429 lA0 SfTE 4
Subtotalthis Sheet ab4 � 1,030 225 59 1,330 I80
Rounded Total 510 1,100 250 65 1,450 190

DRAINAGE SUMMARY
Pay Item 7ay Item Pay Item Vay Item Pay Iteni Pay Item Pay Item Pay Item Pay Item Pay Item Pay item Cay Item Pay Item Pay Item Pay Item
251C�2-0200 25102-0400 60103-0140 60103•0160 60101-0800 60207-0900 6040� 0900 60502-0000
~ W PLACED PLACED CONCRETE, CONCRETE,
W STATION � qlyqqP, RIPRAP, HEADWALL HEADWALL 24-fNCM PIPE 30-INCM PIPE IIVLET, iLM GEOCOMPOSIiE . REh1ARK5
N � METHODA, METHOOA� FOR24-INCH FON30-INCH CULVEFT CULVERT TVPE48 uN5Y5�TEM�
CLA55 2 CLA554 PIPE CULVERT PIPE CULVERT �
Ton Ton Each Each Lnft Lnft Ezch Lnf[
RT
DOS 1ti00to 13+g5 160 , SITE 1
LT
RT 1 1
D02 21+lOto 24+20 28 54 135 $�'TE 2
LT 5 1 1
RT 1
D03 30+50 to 32*AO 30 40 SITE 3
LT 1
R7 3 1
DOa 41+70 to 44+00 35 175 SITE 4
LT 1
RT ILT
Subtotal this Sheet 13 S S 3 93 54 t 510
Rounded Total 15 5 5 2 100 60 1 560

CONSTRUCTION SIGNS
Pay Icem
PANEL SQE 63504-1000
TEMPORARY
= i �Q ' TRAFFIC �MARKS
� ,�., �� �' CONTROL,
3 = a r'F' CONSTRUCTION SUPPORT
Q SIGN (NO PAY
- ---- - - -- - �-- --- - - --._ COLOR � ,._ ... ._--- - - - - �-- � --....---�.
Detail No. MUTCD NO. SIGN IEXT (in) (in) (sqft) COMBSNATTON O' Sqft ft
A03 Rll-2. ROAD CLOSED 43 30 SO &ack on White 2 20 Mount on Type III Barricades
I
� ! Subtotal [his Sheet 10 2 20 0 (
, Rounded Total � * * 20 *
* For information only
NOTES: 1. Construct and erect all si�s in accordance with the "Manual on Uniform 7raffic Control Devices" (MUTCD), latest edition.

p End geogrid, Type 111, stabillzatlon sTnrE PROJECT
N �'��z�/ � BEGZN RECONSTRUCTION � sta. 12+75 Saw cut pavemenc, v Init. Nc NC ERfO f5R 2013•2(1)
1��//i/i; ,, r See Slide Repalr typ/ca/ sectlon S[a. 13+85
Existing edge of concrete ����, Match existing line and grade
pavement f /� 5[a.11+00
�������� ��� �,�� ��� � ro ios39sa,sa END RECONSTRUCTION
/' 1 E 700863.17
fxisting edge of aspha�� t''. ��i�� � J% �� %' � Match existing line and grade
pavemen[ 1�j' � ��, �, / ,/ ` Begin geogrid, Type II(, stabilizafion / /�'j, Sta. 13+85
n
�
' {1' 1 � � �/ ,i �'�` l� < Sta. 11+15 �/�� � � N 1034085.04 .
'��� � � �; }, ' �� ' � � �i �` � See Slide Re alr _-�-- �� � �
�
� / � , , y;.� � % � \� P tYPicalsectlon i��: `��_ E701108.39
�
LT
RT
/1 ` ' .�=:�� = ��%�,�;;;��-'%: �i=
C1,j �t k �i, 'i;��� �\ \, Recondition ditch as directed ='=�->-��`="`
L i � , i � � _ � �--""=;' �-%"':,�- % �✓
JI;�J� ���) 1 i ��� g}1 �� ���•_ -_= -`_by the>C0.,.285.LnR.��� i�/� i,".
(� /�� f � , �' �� �'•. � � 1e,� � 6�-...�� ``c`� - - � ��
��1� " �� \� �� � � �� — � i
f��1 J, ( ,�,( 0 �� ^�. :'..;-"`� Tq,�..�--',..�, _.-�- +'�; =�i%,!ii'%` i12',''� .,�v:
,,� ` - - -�;.-� __:Pro`posed:edge of:asphalt _-�/�i �,:
;�1��'l; (' I1'J ` '� � ��'`� �� �`*: .��i `� ._-pavement: - �-l�_-.=:.%%i"i' '�::%,
i ( �_ �\' ��' � � • =�` �_ � t �� ._�1� n�� %"
\ \ `! ��� �_ . �l � i
, �,.tJ . � _ � - - •�-„� ""' 7 , - i � /
;�-.:.�...,� �4 '', --^-! -
^'�.�-��-','.�' ' Y y y �/ /
���-..�l:.� � / /.-'
Do not excavate in this area ' -•.,,,.� ; , ;=� '� ii �i
to access reinforced soil slope. �_ 'y, % ' :-'__����
�`-� � -1 ;L-�_�..-�...-__ , � � ..
Ensure excava[ion indudes -� _� ��. -_- �:��� .
---_�r.-.�-s"�- ..ac. _ �'"_"`.�.i.,_,--�--s"'
only the roadway. -'- = \:; :_ .', ------ - � � .::..... . ....: -__ ���
`�14� = � �:- - - - e __,....�._--�-._._.-«._._..-
Saw cut pavement, 24 InR. �!�' --� �;....__ - - - :=--- '"' " "_--"" � % i
Sta. 11+00 �tyP•)-� �"'"'� ----�'",:--=.�-_��,�.�-�-'�" ���' ,
,r ,��, Curve = SITE1_CL-4 }
� `'� PI12+31.46 O
'�' � } A= 37° 45' 31" (LT) O
� v oo R= 350.00'
T = 119.69'
Install silt fence, 318 Inft., RT L= 230.65'
Install ro!led erosion control
product, type 4, 115 sqyd. Limits of Disturbance
See Deta!l E629-01
o -� o
Match Existing ° CJ + -3.00% ,^r p
Y
Match Existing + G + 3.00% + % ,
� 2370 = 1=="_=1-`_""--'!----_�� _'_�_ ...��.....---'��-----�- -. �,.�-��._. ,.._. --°
---_------ --- --- - =t-� -�- �--� --- -f--
� ---�_-T _�..=------ =----=- - ��- - •0 a- �K-13
� _ _
8
4
r -�- - / -
-- - -- -- - _o_ - - -
__,_._.. __ r. _..
._. _.. - _ �....� � � ..
�
n_� __..... ___ ...__ �.�_ ._'_"'_' _ _._ _ _.. "_ _' _.. _'" " _ '�' -
} _...,.. ....._ ._._ ."'_ _._.:...__ __ �'__ .__. ........ __,._ . _... �_ .___ __.. .__.. __.,. .�. '' _� "- _- � ..�. _` �8�� �/�
_ . . ..._
, _� _.- --�� -
� - �_ -----__-_-_-�-_ -- . _
- �s_tmg. rofile_ rade= Y -}- o
� _ - = � - _ - =-t� �_!_ =�-- _" 1-= � �
_ _ . ,_. ,
-- - -- - -�--- -- -- - -- - - - _
� L-:: -�.� ; :�,: _»'�.:. _� = j�:'::; :-: ; CY: � _�, :�_ :1"_:.: ':::: =-C = =': ��-- --_ : �_ -'1 =� �--_- _'; -'-: - :I-- _ _ � N.i, •� o
� _2360 -- 1V. H_ - -- -
- --� -- ' - -' --- - _�"-=�.__._ ` �
` � : ....._. �.._ '.:.. _7_ � .. _ �. � - oara ni
_�-_ -_ _=--- _ ___ -- - =_r==��:=�=== -,-. �
y = 4-� -- - -T{I-T_{I_ _-_ -�- _ _- _- - -_ __T_I __ -
�,�
� ` :--- �- : ' - ' . �
� v_ � � ,,,._ __r.__� ����_. `�"I--' --1- � � __1- - ,- ; ' ` � � , , � � ' ^'I v �
� _i_ __' _ _' _"__' __ .� _ ` _ - _
�] __t� � _ �'_� _'_ _' .�.. � _� _' _ '_. �� -.- � _im.7
- -+
� �F� -_ _ � _ - _ -_ _
�i _ ._ ��
h
__ �y _
M
_ �_ _ _ �.' ��..�.�_-���_�__�� _"_ _ __ _� __
2350 -_ .___ � ___ -_,_ --- -'-'- - -- _..... _ -. �_ � _ �, Sf .-11 +1 � - - - - -- - - •
- - _.. � � - -- - -�. _ �
- -- - - -- -- -- - - - - - _ � :-�. _ a. _ �'
� �= - - - - - - - - - - - - -- ----
� - __-.-= -{_ �; = _:-� Ai= _-� =f= =1= -;_- _-;= =5� �+� �I= = � � =w
�_ _
.
_F____ _.
- -----:,�--------.�.,_:�. __�.-_ Eev._ ,359. - --- - le'v.:235
w ------Ir�'j I� j(
3 -_� ---C._.= =� . .. :�.:_ ���_ �--.� �-�+.�_ --4-- .. �. -- --!-- -�� ��. __:� � __ _'-4�_.:. ._.. �._� �EIeG:� 3
Sta� 2+
� f��- ~J���-�_�,�_�-. _-�-�� -l--, � -
2340 ' _ _ _
� 50 10+00 50 11+00 50
� �
� `'"' NOTES:
� �� " =- `°a
i' % ,�---- •
/ /p„--�
��1�Q. )� D 1. Construct check dams using filte� berms
;,� � �� _,.,,.� ` a[ [he locations determined by the CO.
; �%'`•"` See detail E157-04.
�O�
� 2. Stationing for each site is independent.
�' Use mileposts to calculate fhe distance
� between si[es.
9 � Point Lookout Trail
a 3. Stab/llze di[ches and culverts with rolled
erosion confrol proCuct, type 4 as directed
by the CO. See Detalls E629-02 and E629-03.
4�
SCPLE IN iEEi
0
°` Match Existing �7
�
O
+ Match Exlsfing RT
_..i .-- --..__... ,--- -._.. ...._ _,_. ._,_........---�-- -- . _. _.__ ...__ --- - - --- °-`---- _'i•_ _,...�_..,_ .__ �_..... ..,_�i.......__ _.:::: '_- =:- .»::_� _-�. _..: -: :_:..- _� ��:'
_._. ...- -�-t -- --�--- --�-�- --- �-_ _._- -- ---�-- --�-- --.�__ .__�_.__ _ : 1 i I I I z3r
�-- ---_+_ a;-�--` -------- - _ � , I'_- --------�_—
-�- : �= � v - =:= -{-
- - -- ta.1 +85=------��----- --- ---- -
_ _ _ __ _ .. _ � � - _ _-; - �_
- ---� u,----:------ -- _ -� '--
=���-rv:.ri�G_-�: _-�����:..._ -103 085.0 � �1-==1"='��� r--'-�:�
".. ____ ..� __... ,."'" ..._.' '_'i� N'�_'". �_'I_'� -.... _"'" ' .� �.... .__...._ __.. .._. ._..; � . __. _� _.�. ........ _� _.. _... t. _. ._. _. _. _�. ._._ ....__...,_ .,__... ._
EJ011 8.39_ ___ ^_ _ _ _ _ _. _ -- --.,_-- __....�._ __ ___ .�. __ .- - -
_ � _ -_ � - � -"- - - � !-�- -- - --- -- -- - �-- � _; _ r _ _ _- -- -- - -- - - -- --�'----- - _._ _ ' � _ ? -- J —
-�4.4�---a_ J-�-=�--------�-----__-----_----_I- �.-- ----�-
_ 4 %- _�- ->- -.-- --.-- � -I- �I- �- _ .__ � �- � -�- � -�� � -� _►_ �
+b ". ' � . _.._�__ __,.i, __ ;._, _ -' '-_ .___ _V .�. __ ....._ _ ..�.___ _..__ _.�. .�" ' - ..__ t.- __:.. _. .. _.,._ ---- _ _.� :.� ._ _._1_._. - 236
a -i--: ;r;v . =�� _-. =t.'-: :,�:j _- = =_ - =_ =- -_� � .:..-. �: _- -� --- -.. -.�. -' __ -- .- - _(.__� =--- - - - ---'j''- � —
. : 4 � . � ,..., ,� � �. � �}� .= _ � � "_� � ..�i- _ _:� == "_.: .' .. a� �.:= �' �,,. .__ "' : �, .� �_. _ _..0 _ _' .�. _. _ �
nd la er i-1 - t . , , �- _ +� -}-- - -- -�. •- -�- --�=- -�- ---�-- -I-- - � _ �i .._ �,. _. ��- ---i- �
_' (` ' M J✓,V _ o � _ _ - - ��p� _ _' � Mti �.� � ; � - = _ _ A � _ � _ _ -� � - � ---� - �
.
_ �� . �• ^� Ut�- � _.._ . _ iy ..
_
. �. . .�. `__ .� . ✓ _ . .. _ � � �.�.� _ _' _ ..._._ .._. � ,..._ -,. _ � �..� v.�. �.�... � .� � .,.y� _ ��", , _ � `.��_.. ..! ..- _� _ ._ ...... _ _ T, , ,v
� � . � { . � , � � � � � I � � 1
_.. _._ ...� ...__ ...__ _.,_�_._ . .. � .r, _._ . ...'_'__' __ �_. _ _ � -_, �_..�. � _ _ _
...._.,....... �,.. ...__.,.....,. .. _.� � _
��___ _-__.�� � _�- __- __��___ _______ __ _ __ _r_� .� _� .__ ____ -
_ __ _ _ _ _ _ .- __ _ _ __ _ _ - _ _ _ _ _ _ _ __ _ _I__ � __ __ _.e __ ._ _
_ � � _ � __ � _ _ _"��
"_ _ __ � � .._ .� �� _� _ _ _ __ _ _ __ _� __ _ _ _ °
� �.. � k ._ � _ " _�_`_' � �-'-'!Y � � � .�i- � � �-_- � -i- --.�. .
�- - F.-.. - �� - �-
._, . __ ._.. _.� ._ -- --.. _.. __ _. .r. -- - - �.� - - - -- -_;� ..__ __ ___ _ _� _ . -�- - -- -- --'--
.: r. �.: �:= -._: ::: : _-_ � �:-_ �._ , .-_ -�. Ele r2;35 � 32�: � :y: .:�'-, � r �! �� __. � � �-�. __ � - ._ __
U.S. DEPARTMENT OF TRANSPORTATION
- - - --1_T _� __ _
-� - — _ � _ _ SC•;� i�:G_ ' '"' " -' —' -__ -- '-' '_ � ' ;'� -"'"_ ' " ' ' _ FEDE0.AL HIGHWAY ADMINISTRATION
�- � - -� — — - -1-- � - � —I— � � — i--- � � � — EqSTE0.N FEDERAL L1ND5 HIGMWAY DIVISION
�`� — p E� V�-Z�3 3 3z� � -- � -- —: � — � — -' -- — STE0.LING, VIRCINIA
�1:�_=(.V= __=}OL ['-__- � __- - --°-_ = =
� _:{'-: Y"�_� � .__,�_�.::: ',� _•- � � � :..-�'.._ '..__ . ,_.: __ � �:. .�,_ � ,... � .'..,,� -� PISGAH NATIONAL FOREST
-- �- -- -
_i2± o_-� �

� Instafl riprep, class 4, Install temprorary diversion berm, 36 LnR. � srATe PAO)ECT NUMBER
�'_ See detail E251-01 see Detail E157-o8 BEGIN RECONSTRUCTION r+c NC E0.F0 FSR 2013-2(1) ooz
z Install 30-inch CMP, End geogrid, Type lII, stabilization
Match existing llne and grade
� 54 Inft., Sta. 21+18 Install soil erosion control, Sta. 23+80
See Orainage Detail Kla temporary d/verslon channel, 88 LnR, Sta. 22+35 See Slide Repalr typical section
See Detail 157-5 N 1033849.68
Remove exisUng headwall, 1 ea. E 702053.43 - Instal( riprap, class 2,
Remove existing 30-inch CMP, 55 Inft. ' See Detail E251-01
`� Saw cuf pavement, 18.5 /nR. Begin geogrid, Type 171, stabilization
Saw cuGpave�nent, 21.5 Inft. Sta. 22+35 Sta. 22+50 Instafl Inlet, FLH, Type 48,
Sfa`..21+1�� �"� i/� See Slide Repair typical section See Detail E604-01
% � f L; � `Install.geomembran�.� --_ _ ,
��''�_ / / �/,, f!�,�' �� �� ,� r as�diiec[ed.by_�he'CO.,----- _, = _-- -�Reconditlon dltch as directed Install soil erosion control, inlet protection
-�-�`"'----�^---- - ="" =%���%/ / See Detail 157-2
/ i, s,�%,•Z � r : _'^._"-33.Sqyd �; . ;-�'"� — � _== ��by_the;C0.;=300�Lnft..
Existing edge of_.concrete:,,::" .. ,/� '/�,i', .. ,..---- �.--,�,�, ,.._.--...J„�..---� � ._,__ _„_ _ .-� �
pavement � _'� =Y =�,_-J, � i , ^"�� f� --„r�.�-��..-+='"i - - _pro�of.'as haR ~: � U \ nstall24-Inch CMP, 28lnft. ,
��� �% � �, I._ ._ ` _ .._""'-=-=^-_ ','„--._"'�----�'� � •
�=- � : �,.a �...-� , Po/n[.LOOkou[_Tra�l-"�-��- - --"'" '"'" �10� p 9 .,.-;-_ � � ; ;� � �� : �, Sta. 23+90, See Drainage Detail Klb
Existingedgeofasphaltl-"-- �,l:. �_/,,.; - ._._ �t� av_emen[�--- �\ .,� \'�\
� �o.--; .._ _, _w �,. r,,,, �. _, �-� "-J,�..-`� ,,;__,_.,,..--�` `,,�-- - -- �- -" -P. _ �..� ,-12C`�.,, .,. ; . ` ♦ InstaU concrete headwall fo� 24-inch cu/vert
pavement �-�-��. ' --. - � . _ -�--� .,-'_..Z "" . - - ` , •� ,�� ��
�., �- ;
i -,:--�� � '�` ^= �"" - - - -� ° = _ "�` ���'� _ � - - -- - - '- '\ \ : : , . �. . ��Sta>23+90 RT
- �;_ ' - _\ -- - - _ � .��� ..`� �`�`.9`;`` � �:� N TES: .
i _.,,� _ _ _ - i � � O
-- � �' ' T ' '! • i .!' o'��.�`''1 ', r ±�~ ` ���0 � � ``'�'°�, 1. Construct check dams usin filter berms
- 7'=- - 9�- - - - - - f - � -( � j� `�„ ;, ,_ , ,., � � �' � ��� J ��,�?��: at the locations determined by [he C0.
Install silt fence, 54 /nR., RT � � � � / ��i� -- ^"`='^ it: � ,.,_ � ��\\�� � � � xti See detail E157-04.
- �y ,� � / �% ./� � � '0 - ,.^`:.._.:�•��� � ,� � v:' \.V���'`\ �,LA
' InstaU ri ra fclass 2, j l'"' � "�'� '� � �."�...�"�.,, _ `�� ' �� "- � �' ��� ��Q�. ' 2. Stationln for each site is independenf.
P P � z}�� C��'' %�%�^�i-.^� -_.. ^--�"�-`\ n�" _� �\ 9
See detai, E25L-01 _ ` ` . � ( '�� f— � _—��J_??i3O' ��' l,� q`,'�—'��` W � � ` .� � Use mileposts to calculafe the distance
� /� Saw2ut pavement ddc5-lnf[-= r- 1 �\\�
'-v f/ � � �-�-. ��-�,_,,. _ 0' / �•ii -�-�., +-•~-�,., �� ' � between sltes.
znr � �,.�--�--l�;%1.-.. =°f'.��Sta.�21+25� �.-'�r',,.,- �..-- --�-�-.� �\\',_,�;�`, _ '�:.. �};,. -
o..._ G/��, ;�_ •� _ � . �, ,- N _ ._�tYP•' -- ----. --';I:: "�--,...� �. .�, �, � _
� �.._1" ^"' ✓` v -.... �°' ... ./`� N `�:A�� \'`� `
+`` '^' "` �Jj �' �%'�� + n� � o"�- 11, l ya �' i- 3. Construct 24-Inch width by 12-inch height
-o �-_- �' `% % wr,, ,_,,� ' � � I 'l. ` berms to direct draina e throu h culverts
`o��� �� ��_� �� o '� `� �� �( i'�xb �� ,' �- Saw cut pavement, 11 InR, as directed b the C0.9 g
- ,,.�.��;; ���� � . +o �� 1 � �ti� � j Sta. 24+20 Y
��' � Ltmi[s of Disturbance o ,��� S.. , l
---;,�^-�� ''' Install rolled erosion control Curve = SITE2_CL-1 x� �'' END RECONSTRUCTION 4 ero��o�n cont ols roduct,lVerts with rolled
-" + product, type 4, 91 sqyd. PI 23+68.43 p� p type 4 as directed
Install rlter bag, 1 Ea. o See Detail E629-01 G= 54°09' 49" (RT) Match existing line and grede by the C0. See Details E629•02 and E629-03.
R = 100.00' Sta. 24+20
� See Detail E157-10 Install concrete headwa/l fo� 30-inch culvert � �5 S0
Sta. 21+18 LT/RT T= 51.13' Instap sllt fence, 1871nR., RT N 1033865.20 scu�
L = 94.53' E 702227.65
LT Match Existing `^ 0 `^ 4.80% °+` ►� + Match Exis[ing �T
� � -►r—►'�
RT Match Existing ± r +-2.00% + � ± -4•80% + ►J + Match Existing RT
- -�� _�__= =-t_� -_F_= � ,�- _ _{-_ _-1� _�--: = rR iv v�s. v _- - -�-- -�- - �- - �- -i= .: _. � _ _ � � _. _ !-: =i-._ rropo eo pro ue gra e= i= _�� _ �_ ��- ; �- �:� f =.� _- =�_ -1� �-�� -�_ - i=
__-::�_�.__ =::=c:=-�-�'_°._=�='�r�i-.-..=1-:_-�:__.�.^-i=--_!_ -_��..-==�===_�:_v��:.:;_-__-�`:_��:_-�Iti::�.y.:-_f=�:-�=i_-_ '�= �.-_�� ��'_�- _-:___.:_==_�_�-==1-===`=-
�--- -1__ - -- -- - -- - -t-- - =; - � � = - - -- - - - - -- -- - -- -- - -- - - - -- -- - - - - - - -
= =;= � =l� =I= � _ �_ _ ,_ =� _ __ � =._ _�= _� _ _�= _�_ =i= __�= � =1= � = �,_ -=� =� =� -1== �=- �= � � �= =�= �= �= _� = _� _ �- =z9a
— — —
_-. - - - _ _ � . __ _. _- —: - : : � - — - � _-: =- _: �_. -- _ ___ -__ --_ . _ -.. — -_ _-: —: - �-- .— . _ --- =-.-,__�. ._ � � _ : :._= :,= -__ _ :=. � - = = --- ._ ;� �,_ _ - _-� -� -_ -__ ..-:- .w: �-- ;-: � =-� : -� �. _�: �:. __:. _�=
. . ,. --!--- -�=E-- -.1_... � .. _ - . - --� -- - -- __.. _ -- _ - - - -- -- --- -_ - -�-- - - --f- -- - - - - - - - --I ._ .. .�..-- - �-- -
- - --- -._ _._ _ - --- -- ---- --- -
�
-- -- --- - - -- � .. - -- - - - - - - —
-4-- -- -- �- -� _ -,-- _ :_, --: �-_ -i- =1 � _.=- =_ =_ �i =1= -i= =�_ �-�_ =I-= _� - � _� _- -_ �- - - _-�- _� _ =I= - - �- -1-
-�=��'�= �.=T- =___ ____ _ _ ��_; �: _r EC NS RU TIO :=�-�: =.�
, — �-�- -
. � .- _ ^ _: -�. __ __ �_ _� -_- -,� : _. :-- _� �_ : - - = = - 4 - _ ;Y- .-�.- �_ �I� LL .� � ___, ._ � n,= .T .� _- .: _.:. .�:.r == _�,:i �_ �- �� �:=_ +_ .�=�� _ -__ _ _ �� __ _ -� � ra.I2a zo �� :_:_-;___= __ = �.: �� -_ -.�: _ � :� -_ _ �;_ �?-_
------- --I-�--'---- --V------�------j---�� =_-- �=_-=-�N-:N�—�----=`=-103365120�-=;-__--_.._.�-----'`==f=
- � � �- � 1- --I- -� � � � - � - - � ,-1-- -� - _ 2110 N_,._ �K. i��- - �-- � --:- -`� I- -E-- � � - !_ -7022 7.65= = i= � � � � --i= -�= zzee
_� - - '- - -- -- -- -._ .__ . __ ....... �.__ .- --- - - -- .-'- _-t---- � ` --- -;.-., �-_- -- _-- --- -._ ._ _ _ �- ...;-"- -- V - _' : .r - --- -'-� -�. -'a- -�- -- - --�:, i--�� =-�- -::-: --:- :-__ :_ .- � _� -- _' .':::- -_.(-�: __....;___ ._.._. _':- = -� --.� _�- - : _ _.... _, .... ., - `-' - -�:-.:-..._ .
- --�--- ___1_. .- -- �.__ _._ __. _.� __ i__ . _ _ __ -_ _ __ _ :., . .. _ � _ _._. __. -_ =.. _ � _ --- -. -- - - `- - -_ 60 -� ---- -- -- -_� ___ _-' - �-'-- - --._ -. ._ .. . _...- - -- -�-_- -�--j �-- -- '=-- - =- --- --- -'- --= �-� -� -_ ---' , - ,_._..
.._...��_..�.��_�7���._...�...._.;_._ ._....._._._...._..�__ _.. _....._. ___..__....._.. .. _, ._j �.. a _;— _ __ .___. __ _ .._.. _ -- - _ �> W - - � - _ i_ � -� - - - –
- j �j� -�--'-- j-,__- lu--'--'--'----- -, � - -r1. dj� -- �=i--- - ----�-�_(-� _�?--
- =�j= -1�- � � -i, --,- � � � -#- a , - -"- � � � � - � ' ,/°- -'- -�- -�- � -�- �-� -I� --I -- --I- � � � � -i ~_
- - --i--' -- �-- - - --'•-- --i-= _ _ - - - -' -- � U !_- T'- �, .- - - - --'-- - - - -- j:�. �-,_-- -' - �_- -N- - - -- - - - - -ti _ _ -. -_� :- - --- -- - -' - - - -
� _ _ .. _ :. . _
- - �
- -- _ `� _. ---t-- - - -- -- -- -- -- --- - -- - - { - - - - - - -
, r �
t- ....
-_ --�---- -_�_� - -_: -_.�._. __,. _. _ . ,. ._ �.__._. ._.. ,--- -- --f-- . : �- --,_. __._-_ __.. . _ __. ._.. __.. __ - - � - - --- - -_ - - ___ -- - -}- -- _ - - - --- - -- - - --- —
-'___t �_j_.__'"_ "i- -i- +__'._''''{�.-.T_.""_ u+'�n_-.___- -" _ __ _" - '_ ��"� _ �ri. :J.57o =�i'__'_ _�_-+-__ -- j�_-__ _ ' _ _"_'_- i-'_-
- � =1= -+- =� _(_ =- _!-_- += � '"I- =1== � �'-`_ _;= � � = 1 V Zy�-:- - ..; _ Uo rid a er = 8"- t i _' � __{ - � _�� - I"=,-" '=1= =1== =i � � � =1= �
�-- o--�--------- - -- - - - _. .-- -
----- -- - � - - �
_ - - - _- _ = _ _ - -i- - - - -- - -- - -- - -- --- - - _ - - -- -- _ ;;ce�.0 �sp�K �%$,� n' - � � _ -- _ - � �
. �..
� � __ ___ - 'M_
_ _ _ ._ _ _ _' O
��_ _ _' __ ^
__�'� _� '"
. �
_ _ __________ _ _ �-- M.! ___ "__ _ __'— ___ ' ___" _ _ _ _ _ __ __" ___
- � . T ' . -+- - � � � ^^-{ ,- ; -'- � ' " "� "--+- T - " - - - � ^ � - �� - U.S, DEFARTtAENT OF TRANSPORTATION+
'_ "' _ _"" _" __ _' "" __�' _ '_.. _"_ ___ __ _ _' ._.F__ '_ ___ rn N- - �<- -'�: '-' -' -' --' :-` : ='O' 'C.� _ _ _ � _ _;_ �� � �1S _' _ _ _ !V ZH - _ _ ' _ "_ _- FEDERAL MIGHWAY ADIAINISTRATION
� �-' � -+- - �- -- � -�--' �--� � � -' ` EASTERN FEDERAL LANDS HIGHWAV DiVi5I0N
^�=I-=�=�-�- --�_-��__,__�_ � � -----�-�--- -i-_.�__-� �-- -
__. —._'_ — __ —'_' __.. —.. _''_ � _ _ .�. _. —'_.._ —�_ ,n °_ _j_ _' _ _ _ _t_ . —" ._ _i ._ � . _ '�p ._' _ • � '_ t � _ STERUNG, VIRGINIA
"' "" "" "'_ T _'_ '� __ _ _' '.A. _ _ IO N" :(�' _' . _ ` _' _ ' _' " '_" ' "
- --� -- - -------- �-- ...-- � - - - - - - - = x 1�- -- -- - -- --.,. _ ..--- -- --f-__:__'_ _- c� EIeJ.� ,168.8 � - -- ----- _ -_- -- -- - -_ =--_ -- +90_ _:
- ---�.---_-- -� '-- _ -------_-.._-'=�_u, a t-- =-. -� S�D==329'�;� -,`�^.-'i._.. -� _
- S[a..2 +50- = --- -- `�' _
-� � � � �-�- � �- -;"" - -'-' -'� �'�" ,-_ . _ �- - � - - _PfOpO Ed 24_ 28' t: MP ---- _ _ _ PISGAH NATIONAL FOREST
' ___ _'- '__ ' "' ' ' '
"__ ' - ..
'._-_.. �.' _ _""_"__""_'__'_'""__-"__ _'-_ N "_ _" __ _ -._ {'____
- -- -- = -- - --F- - - -- - -- -- - - -- - -!- -�- -*_ - _- - - Efev.-2 271.8 ='_ = = - - - -� - -�= -� -- �`-- --{ - - - - -- --
� + !=- -�- --
- -�----{--- -I� - --- =.�-f =_- _+�_ -l--------_�_��->-.-W-. [aJ-2 -91_ �_so'v�_i_==i= st -z3+s =---_-�= PLAN AND PROFILE
- - - -- - �- - T-' - -- - - � � - - -- --t-�- -- - -- ' - - -- - -- - - = lev..2 270:3 -:`_ _ -- -
����t �---_ --
=��=t=-== �- f-=- �_�= =--__-_-_ �=-- -Ele .1,26�_88= _-_ �- __
-I- --I- - -'-� - -_- - I- -I'-- -.- =I-- � --'- - POINT LOOKOUT T(tAIL (FSR 203)
50 20+00 • 50 21+00 S� 22+00 50 23+00 50 24+00 50
SITE 3 - MILEPOST 1.183
_ � 1,202 Cuyd. Roadway ExcavaUon , SHEET 2 OF 4

LT
RT
Recondition ditch as directed
� � by the CO., I SD LnR.
ee Detail E629-02
Begrn geogrid, Type 111, stabilization --�
Sta. 31+20 End geogNd, Type III, stabilizat/on
. See Sllde Repair typical sectlon �Sta. 31+70
See Slide Repair typical section
, Limlts of Disfurbance Install riprap, dass 2,
See De[ai! E251-01
� Proposed edge of a
� Point Lookout Trail pavement
�0'
BEGIN RECONSTRUCTION ���—�� --- ` - - �>�-, ,-- . ''' 'jI��+
' �_ — l � '_ ��.�'_. ' ���1
Match existing llne and grade ���'"—�___-,--�= =_. �' _;,u���;�%� '�� �
::%'- _.-_ i;� �. t_,.-:_.--/ ;i"-
Sta. 30+50 =-= '-`'-'_---=.=_� :�-�-'----° `- �, qi�! ^;12� ; = "
N 1035214.22 -='-'^_ - "°�"'�"'" __; %. '10,'•� . '°-�- _---- - � . c
E 702184.46 � -- = "'�= �� \=-'- "-'- � - - �'
�.__..
_ L -- ------�-- .
f=_ . -- - , _,. -
Existing edge of asphalt �� - _ _ _ > � - _
pavement _�- - - `i _ �_�� �- - - - _ -' . se _
END RECONSTRUCTION
Match exfsNng line and grade
Sta. 32+00
N 1035336.58
i! E 702098.02
I[�i� �J/�,� ••�
%' /� `�l�'L�.-% �
-/ � � � �� �
� ���� i df�����1
� l/ii� % � ��+
�/�% �� I l
���i� %��i'(�li ! Aor�2x
i
,i� (�i,'� � �6
� ; ;�>> �Jlll}1���1 Q'�3�.. °9
i \, '� Saw�cuf�pavement, 20 /n(�
Existing edge of concrete ,,,- � i' ,��-.w.,.=�:� .�f �-����' -_ -.-� /
avement ' � ' %-� --Sta.,32+00%
P � � / %,�. - i "r-�".`-=.'�= � 1:, �: �..""' ,�._ ��_�� : ,
��__'_ J J i�/ ��� ��+ .\� - Insfall 24-inch CMP, 30 InR.
���`� � / i � ,.,---��= �!� � '-�' l• `� � Sta. 31+92, See Orainage Detail KIc
�r-,,._._. _---� � r.! /. ;�.--� .-_
Sawcut avement, 18`Inft. ��'' ° N'
� �! �r / „w:-
Sta. 30+s0 lo; �~ ,,•''y,�/'%/ir%+'" "r-'` �..�: .,, • - n k
w p Curve = SITE3_CL-2
" O PI32+23.26
�typ.) �o m A= 46° 45' 27" (LT)
Install silt fence, 183 lnR., RT ° R= 500.00'
Install rotled erosion control w T= 43.23'
product, type 4, 37 sqyd. L= 81.61'
See Detail E629-01-
Install concrete headwall for 24-inch culvert
Remove existing headwalls, 2 ea. Sfa. 3t+9Z LT/RT
Remove existing 15-lnch RCP, 32 Inft.
Match Existing + r ° Ma[ch Ex/sting
0 0
Match Existrng + G �+ hfatch Exlsting
-fr..-_�- _:-. =-i- -�- -�-� �}_ : �� _ C_'- _I--_���.� _) - � � __ �1.-..-�-'- --I- - -�-- - -i�i--� - -�- -'- -=-
_... _ _ _... _"' ___.:_."' "_'..: ___ `_' '_ ' "" _'_ . __ _ .,. .�_ �. _ __ _ _-! _ _' '-�.- ' ' _ _. � __. _. ':,"� ..� = ..__ � _ _ '_ __ - =: L" ." _ _ __
w. _._ , ., _ __ ,._�_ .. _ - - - -
-i-=i--_,-._ =-��_�-_�- =�==1= =i-==;==,� =- - -� =_;-� �-=i= _� _ -_
- - :��aa;o -.
_ v _ � :c:,. : c�. _- :;-:. == -__ =-c =_ - -_ �� � _-_- :-j =c �� _.- �:�_ s. _-' ._� _- _- '__ ._ ' '-- : _ --_ � _::. : =�.- -_.-p::. �;-:: -
.�. _— ___ ..�. —. ...._ ...,_.. �_ _,_. _..._ .'— —_ � _ _'. 1 - _ -- --- - —�-..:: :.;�;-' .
_� �- �_ -� --�- _� = �_ --'- -'� � _:� �1-e _�_= =��1-� __ i_� _{_ - � � . - -- v,-�: =N-� _� _
—1==--_=;__;;-"=_ .__ -= BE N�---__---- --
�— — � _ � �. — - — - �.-_ _ , -_. �— ._ I _ -1== _ � a: - - °� _ _
=c,.,-. --�-, .r.�_ _=-.: _--� _ eogrld laye .= 8_(ry :)_ ;d� . s' - -
_ _ Sta.��3 +50- :-- -- --(- - ' = : =�= -
�f= � .� -- =� � _ �•_ _' _ �� '_(= � _�- -�- -�- ` % i -}_ ` -�� - .i= - -
- - -`- -
-- - - -- -- - - - - - - -- - - - - - - - - - - - - -- - _t .._. --: . '
;._. _ _ _ F
- -- -- ._ �_.; _ _:..
- 1
- E'702 84.46
i 1V. H
- - - - - -- _-= Sta :31+2 , - - - =I -_ _
---- - - ( ,. - _
-_,V ;� - �'-_ i;=� _�_- =-{ _- ==�-__ =�= =_;� � , � �:}: ! �{ � _�- -{.�. --�- --�-- .� I ...1� - � _ _�_ � �_ �
_. _ _ _ �.
_.., __ ..- -- - - - _ . . _ _ - - --
.�__ __ - - ffe �2,18 75 - ..5 D�.�_4 8'c r-.- .�. __ - � „
—i-- ' — -- - -
_� _��..�-�i-_------ _--- ==--�I.�__----- -5ta,31+3 -I=-- _100'-V -=-_ � =-�-_-
_ � - .:-_ _ �_! _� '- - - - -_ -
_ '� -- �-- - -- --'— —+— � � ��= = p !� �
_ .._.. _° --- __.._-�r- _=...,..- ___.. ..__ _... __„ �..,.,., ._.-- -_. ..__...,_.__ _---�_ _ __ __, .- _ _ __..- � !e �z�18. :z5- �- - _ - =r= -'- - - -
__
� �_ = � _ �:__ � =��- ==� _=_� _- -; =� _:_ = =f = -� -f�. _� - _�=; -�i �- � = � = == - _#--- =;-= -� -
_ ____ "'_ "_____ ______ _' _'___ _—_'__ _l- '--_ __
- �-- -- - - --� :. -,: _. �� _ �.- -- � - - _ - _- - _ - - :E v..2�1 4:75 -- --L -_�� =
=��_ �=�_ � � � � ".T � �-_ "� j__. � - � :- --�'-'- :�I-- � � -- �-= . �_� __. �r- ta.j=33 70 ___ � i - ,._M-j P, sed 24' x �
� �
�=.==v�_=='T=�����!��� =�-�� �___�E�_��_�=�.�=m;=�� �I-_��.=-==`_-=�_�==-vf_=��_-�==i- � �-
-�__E-.-�.-= =�_�-__===1���=1.--_,__-_���-�-�(-�-�,.-�:w�� v-1-��.-�-��-_!� �-����=�-�.
50 Z9+00 50 30+00 50 31+00 50 32+00
h 447 Cuyd. Roadway Excavation
PROJECT
NC ERFO FSR 2013•2(I)
NOTES:
1. Construct check dams using filter berms
at the locations determined by the CO.
See detail E157-04.
2. Stationing for each site !s Independent.
Use mileposts to calculate the distance
between sites.
3. Construct 24-inch width by 12-inch heig ht
berms [o direct dralnage through culverts
as directed by the C0.
4. Stabilize ditches and culverts with rolled
erosion control product, type 4 as directed
by the CO. See Details E629-02 and E629-03.
Q�^5 50
SCALE IN FEET
LT
RT
.�r 1\J/RV /'i /�1�'.r„ _�"_'��'`�"'
_ __'. _'. _..._ _.. �:_' '__ _"
. 3 +oo�: —:-� _ =- _. =_ w= �_ -�: _- .-� �� � _ : vi==: _= �= :_::__ _=. _� =_' =
03 336:5 =_-j = _ __ _ __- =�_-^`' - -: � - - - - - =� -
t __;� .-� -� --I- � �= =�_ _ �-� �� � --�_
-�_�,_ . �--�_ -._�� =._:-_=' �==__�.-.-�'I�=__..__.,.
- - 1- - - - - - - -- - --- -_-_����
- -1 - -- - -- - - - =_-= -- �.�._.. _
1
— — - — — — — ' '- - — — — — —�— - -'_ — —�� �. -- --�.�
._ . —4— --' = —� -- =��— — (— � � � �
� ^'_ _;_—�_-, i _— � �--�--==1=
_=�=!_������ �.�����
-- _ -- - _ � =1-= -_ = � = ._= = _=f = =�= ���
� ,
_ _ �.: . .-__ .__. �_ -- -� ,-= � �-_ -.� -- _ _ -� � -_��_ ~_...._
� � �
---- ------ _..�--�---�----�----�----
_ � '—;— � � � - U.S. DEVARTI4ENT OF iRANSPORTAT[ON
FEDERAI HIGHWAY ADIdINISTRATION
EASTE0.N FEOERAL LANDS HIGHWAV D1VISlON
—" —'._— — —. — .— " — — STE0.UNG� VI0.GINIA
- � ^ � � � � � _� PISGAH NATSONAL FOREST
y�=—='- _ — v' __- PLAN AND PROFILE
y��� �� ���� � POINT LOOKOUT TRAIL (FSR 203)
33+00 50 SITE 3- MIlEP05T 1.593
SHEET 3 OF 4

STATE PROJECT SMEF
Recondltion ditch as directed NUMBE
6y fhe CO., 295 Lnk. nc NC ERFO F50. 2013-3(1) D04
�"� Z Existing edge of concrete 0�,� /�j�' i �'� � i� 0��� BEGIN CONSTRUCTION See Detail E629-02
pavement bx � }f �� / j j i% Xp Match existing line and grade Remove and reset fence,
/j �n j; / j �j� � Sta. 41+00 180 Inft., 10 foot offset RT,
% `�a �/ i j,- i� N 10390582.61 See Detait E619-01A
� /� ` / % ' %�'( �/ E 702201.26
r -l-- -J'f',/ �, /�i End geogrid, Type lII, sta611rzation
Curve=5ITE4 Cl-i( �J„� � �i.'1 �� lnstall24-inchCMP,35/nft. Sta.43+95
, PI 40+80.84 / �/ /, f;; Sta. 41+80, See Drainage Detai! KId See 511de Repair typical section
p= 53° 17' 39" (L� i 1 1,,�, j( i
R= 73.00' � / �; �/�'� 4- Install concrete headwall for 24-inch culvert
T= 36.63' �aq� , i .'�; ���I Sta. 41+80 LT/RT Saw cut pavement, 13 Ink.
L= 67.90' ; �' f �!� � Sta. 44+00
i•� Remove existing 16-inch RCP, 36 Inft. 1'
�'��€�, 1
'� ��� �`' Begin geogrid, Type 171, stabilization-.z,._._ (CYp'�
OQ+Lb �� 1 \l lq� 5[a.42+05 y,%"-`-"'�-:1' _ ._._._-'
. \ , ' I � \� �tyP.) See Slide Repair typical seCtion� -�I . ��.- =�,�
Saw cut pavement, 25 lnft. �� � '��� _ ...�-F ~ =J''r_ _`� _) NOTES:
� , ,� �. ��\ ,.�-���'`�" = -:= .-�: - :
sra. a�+�o � ��a � . � �-�'� i`,,,C::.- • ° �, m�v:►
Zt+t4 ; 1'�� ( \, �;\�\ -� �'-.-- 1. Construct check dams usin �Iter berms
t�� �� � t � ^� � � � "�%`� � � '"' � � � - '- r�- - at the locations determined b the CO.
• �\\�\ \� � \ � �' • ` '`��� '�- -� 10�%""����'�� o `D � � � See de[ail E757-04. y
Limits of Disturbance �`\ � ��\ �� -%�� -� Y- S Existin ed e of as hal[
\ .�\�!\ �e. ��-> _.,-_-:,-ri-. !:'°%�a„- l-.�' T"�p`. , . 9 9 P
� � � �: � ._ ..,.,,m--� � . �..c.-?: :':�...._-. :..._,. -...._.� r' .-;..:.-";� pavement
� `,�\ `�ti`�, �; � _ _ _ J _ �:,:•-- 9.., �--- 2. Stafioning for each site rs independent.
' Ins[all siltfence. 3681nR., RT �r., ��, ��� �;� ,r - W �--� ' --- - - :-= � -� A�'=�i-�"' p
�/�i��-� Use mile osts to calculate the distance
\ � ` ��\ .•- ---�'�:' ---�,. � o- � u,- a� be[ween sites.
� �\��\\�'\ , '*,:,,`a. ;� \ - - , ;.. i :i"%�_; ,.,_�. ; �.� Ci +
Curve = SITE4_CL-2 ` � , 1 \`S ,, \- ` �': � !� '�� ` =%"'" - n � `O ^
� i � � � ` � ��. `°,�, ; j° �.. � . ;-.•f-` �� w + � 3. Replace damaged timber and hardware
PI 41+82.16 ��' �'. ,--•-.;,,s� i� A + p a, while resettin the existin fence as directed
, J�� �1 ��).�>.A�;�'� �-- � ��=.°%' /� W 9 9
A= 91 42' 23" (LT) S, 1��,,., �,,/, f, w p�.
/ .% ' + r, by the CO.
R= 68.00� ,�, i:_• ��t:%;%'=-' �-' �%" o � END RECONSTRUCTION
I��,�N�:..•�� �o/%
T= 70.06' y)�� �� +� '�r�"� � � 4. Stabilize ditches and culverts with rolled
L= 108.84' / '�o� �� D Curve = SITE4_CL-3 . Match existing line and grade
Proposed edge of asphalt �•�: j. f� r� Sta. 44+10 erosion control product, cype 4 as direc[ed
o + PI43+73.95
pavement Install rlprap, dass 2, r' o N 1039068.82 by the CO. See Details E619-02 and E629-03.
Point Lookout Treil o A= 15 54' 13" (RT)
�t See Detafl E251-o1 E 702263.34
� Install rolled erosion control R= 240.00'
`f product type 4, 174 sqyd. T= 33.52' `��c
See Detail E629-01 L= 66.62' S�`�` '" `�=T
LT Match Existing � O Q-5.40% �O p �* -2.00% � O `^ 3.6%"
+ + + + ^ + � + Match Existing �T
O N 40 O Q� U1 n O
RT Match Exis[ing �+ G± 5.40% �+ � +-2.00%+ � +-3.6%+ 0 + Match Existing RT
�i -_.__._. �1j�. :�:"�_ ._,:_ �_ - -'- �---� -- �-'- - - =- -::-: ._� ___ ., i� j: �.�'� :.`..:_ _�' � ".� '�; �� �._: -- _ ` -^ v - =,y _:_ --_ '_!-� -.- -..,_ .__ ..._ '_ :- _ -� _ _,_. .._,_ ...-- = --- --._, ,._ ._ "- -- �-j{�-- -- -- -- -- -`{- --- -- -_ -- �-������-�.�.(f_- ,_ ._.. _"r _ _ - —
n 1970 _I� _1__ _f - � _`` _�'- _.�_... _1 _ -I_ _ o '._'�=. _;� -E- -� _"'�_ ..�_ _�_ -°.-- _'�' _�_ -�_. ._�_ � �C' � �1�" � -1- � � -!- � .-.� -I_ � �_�. _ �- 1970 �
j - 'c - _: $85 Q � � _. .�. >_- _w � � _= !C. _ _.-� '_": -' _. ' --. _" ='_ :=.:. -_ _ �: �_ :: = r.I_.: "�'.' _'". .� -- _u -- ' - -�: � _ . -_ -.. '�: ` -- --' �- -v:: -_ _. _. -_
_.�'_ ._.._ _'_ _ _ _ _ _ � _ �. � , .�. _.
_
' '._ ' " _ " ' .. �"_' .__: .�. "`_I_ _, '_ �(._ �.'_ _.... _ ' _ ' " __�'._ _I- �' _" - W.' __ " _ _ _
_._ __ '� _. _" "'_ _ _ __ _ '_ � _ `_ _ 7 j
� .� _. __ �. ._"' �.. -_ ..� � � :..__ _ ' _ _ "" ' ��_ '_ ' �� - '_..._ _- I � � � _ I
.. :.... .- -- ""
._. . ..._
— -
----�_._..-.--- ----' ------
y _____ - - --- _ __�- - ------_. __ —�. —��(_=—�--====1 ="e ---- e9� e�-----__��_RE ON TR CTI N--==----__ —
� p ed`p fil - —
,
- - =i__E_ _,__ �_ ----- _ =7=_ --
Z -_ _ _ � � _� � _ - _- _ _ _ _ __ _ _ _ _ _ - _ _ _ _ � _ _ _ _� �._ _�
� �� �� �- i i�_ _ • .
. . �..
• -_ .-_ :�. ��- . . -. . .. _ � - . ' .. _ :" :,:_: :` ". _�. _-C:v'_ rf :.. _a ._..:. �,. _ � ' . ' t._:. ."-: ���': _'-: �:_ :-: �.' r ' ' ' _'_ _ ' � ."' ::__�_"'_. _' :'`.::: _ ' _.:�:':::_ �;�: A '�' '�:: '$CB::'4 ±i �� .:_:.::_.:: __'" ''_ '' :.:_ ; .:..": '.�'- �:. '_-: :;�:�=.` :_' _
I +' rn'_ _,_ a 1630 '-- -- - - - __ __ _- _ _- _. --_ -- -- N 103 068.8 � - - - - - -- -- -' -- -'- - `
� —�_�''{'._. _�_-5t -41+ 0_�.---�.-_- ----_==_-;��_ �-:=-�i=-= ` �.= - _-'--, - __ =-_-= � _ � - ---� --'E�702 63!34 ----- ------:_� _ ��_- �-.
'� - !-- �-N 0390 2.61-- -f- -� �- �- � �-- -i- ; �� _:_ _ _ U , . � .� � � � � � - ,- � - � � � � � � ---:-- �
-
�
- -- .A .. _ - -- -.�__. _.. __ ,_ .�. - -- -__ - --.. , _ . _ �_ _. __;_. _ __ _ . _.:-._ ..._ .,...,, .,. _� ....._ .__, ,_ _..._.,--- ---.. __ - -- - -- -- --- __ _._.� __ .._, _... _..,_ __ ._ - - _ _.._. _,._ _.__ ___ --� --
-----E. 0220126--------_ ��_«� __.,_.___._.
- _ _ �._ __
,�d 1960 .- .-... _._... ___ _.._ ___ T _� �._ ___ _..... __ _.. .__. v_ ._ ._.. ___ _� _... a_ .__ �� __._! _ _ q.� 4r>, .o�a� n - __ _ -_ _-It -_ _ _ _ _ __ _ _ _ _ _ _ _ ._ _- _ _ _ _ _ - __ - -_
y-------_�--=-----�--------� w==-;=---_--- Geo d-laye-l8"( p:�C� '� "�"-_- _��I __ _ _____'_ ___-_ __'_--__'___ 1960
� -�_���_-���-��—�-�— �--:- =�_ _,-_ � . : —�-= -_� �=I_==-��—=:==i=-�=��_-�=-�=
; _�_.________� _____ _________________._�._____._____ __._____.:__ _ _ _ _____ _ � � ��� � _ ____ __ _ ______ ___ _ _ __ _____ __ ______ ___
o__. __ __ _ _ ___ _� _ ._ _ _ � __ _. ___ _... _. _�_ .__ __. ___ _._ __ _._ __ ___.__ .. _: . _ _ _ _ ___ __ _ ___ __ _ _ _ _ _ _ _ __ __ _ _ _ _ _
--_.,_-_._ .._- -----.- ,.._ __ __ _- _ �._ i----,---- . _-- _ _. _ _.. ._ , . - - -
� �_ ___:_ �__:_ ___-- --:-- �- _ . : _ � _ � - ��_:_--_-==----=------ --- -----_=___
--- --- __�...._ .__ -----__ .___ __._._. _-
_ _ _ _ __i_ �
' J-
'� - %I i� "R� �'—
-- 1-- --- - E s 1'6"x 36
-- - - - - 9 ----I----� -- --
, _
-- --- --- - ---- ' - - - - -- - -- ------- ---- --- - -
� -,- ���-��=1��-� ; -- � --- - _ - � _ _-_ -�-__._-_-,_ =-1- ��� �=��� � _�- __,-_-�--�--�-=�--;=-#-- -__ ---_ ___ _- _ _---
_ _ __ __ __ __ _ _
�' = ;__ _ -- � __ -� — __-. �- v -I-_- . =: =_. �::.: _: _:_� _: _ :_ __ __ _._� ....._ _ __'�. _ -_: — -� �-.: -. _�_ _- __ ..._: __ _.-. __ _: _- . _:-; __ _ .. � . . . . -__ =='= == _= =_ _= == = _= � __=_ .._ -- -- - _= _._ _:__ =_ _ =�"-- _.= t_
_�. 1_..^�-------K--51-----�------'---- — _�-----------------------�
�—_'�����=f=��=���1ev41 60.-00=��80'VC-� -��"�-��i-. -1-=1V:2������������
f 1950
y_"_ __"___ _ ___ J _ _ _ _ _ _ _" ' _ _._ - __ _ _ _ _ ' _ _ _ '
,�, �:��._-- = =-_v-= � = _=_ -� �==f-=== =�����_f-�����:==_--�___ _-== _�=====—= — — -- -- ------ -------_�- - - - -�-- -� - � - a
_ _ .- _ _ _ _ _ _ __ -' - _ _ _ ' _ _ _ _' _ _ � T _:- ` __ - - �- _ - _;._ _ � _ _ _ _ _ � _ _ _ -\. � � ,- .- . _ :_ _ __ _� . _ U.S. DEVARTI-0ENT OF TRANSPOIiTATION j
�
�
i � -' - _ _ _- _ _-- -" --- - ' - ' _ _ -- _ "' _ FEDERAL H(GMWAY ADIAIN/STRATION
.
- - -
� '- - --' - - - " "_ T � Sta: 43+9 -
y .-;- -',- - -. __'_'_ _- "" - _ _ . "'" _.._ __'_ _ _ ' ' '_' ' __ _ _. _" .__ ___ __ __' _'_'_"" "' � "'" ' _ "_ -'_ ""_'" ___';"' ""'_' "... "' "" _' __ ._.. ..." '__. .._ EASTEftN FEDERAL LANDS HIGHWAV DIVISION
_..... _ ...._ _' _.._. .._ ._...:._"' _`_ _. .."' ,.,__. ,.,.,...."" '_' __. .. E�2V. i,958. O: �..:. .._ �'_' "_�_�_ ' "'_. �_ :_ " '-�. .._..1__ _ _-�_'._ .._ ____ __ ' _ ' _ f _ _' ' ' '__ -__ --_ '_' _- SiERLING� VIRGINIA .
_..._.7-_._' '_- _' _"' _' "_ " .. _ .__ '.__. "__ ..._... '__ _.'_ _'._ _.. _ __. -.. _.. ' � "' _ - _' _(__ _' - ' _ __
.. ._._ .. . � _, . _ .
-- - --�— — - — - - — -
3 — - -- - - - - - - -- --- -- - -- - -- - --�-- �-- -- =t_ -:-5 a.-42+ y-i-- - _ =5ta:_ 3±17_ - - - -- � �-{- -
E T 7, 00� __ -� _EI2V- -BS4" O- -- ` -�- �t �, PISGAH NATIONAL FOREST
Q � _ - � � � � � _ - _ � � _�� '-'__' -')_ _ _'_i._ � _._ __;_._ L_ t-__' � -) � � --T- ,� � � � --f-�-� � � -
_.;_
-N, ----------'--�'---`------ -------'-- - td:'4. 8---'--�__ �---1_ __i---'-'-'------ '- '1-:---------
1- f- - Sta- 3+56= _ - __ - -�- _ = ev.I:1; 51:00. - - - -- - - - - -
� —____ _ ___- __ _- �- ___ _lev.-1; ssso._==�- �— -}- --- -- — PLAN AND PROFILE
������- .-��-I= ��--'~�: -1=-�= �-_.-:--Eev.1-9 2: 0��_i= �=-I-�����.-
� __ _ _ _ � __ __ _ _' _ _ _ __ - __ __ __ _ ._ �___ _�" --' _- -_ '_. .___<"_ . _._ ___. ._' _' _ POINT LOOKOUT 7RAIL (FSR 203)
�i 40+00 41+00 92.D0 q3+00 34+00 SITE 4- MILEPOST 2.436
� � z,158Cuyd. RoadwayExcavatlon � SHEET 4 OF 4
�

STATE PROJECT SHEEf
NUMBER
N N NC NC ERFO FSR 2013•2(1) KOl
\�� '�`\'� \ \�, '�,\\,\\1\\,\`,,, �;\;
\� ��`�,, , �`�`� New24"CMP, i fj' i!'' � j I � d
� `��� � �, \ � �`. `� See detail 602-3 1' � ) I �'� ;r ( � % r;�• New concrete headwall, RT
��\ � '���� �� ����� ��`, \�� r r �� 1 � � � � � � i � / � See detall 601-4
\ . �,'\ � �---^-�,,�. ', "` \�, '�' \ o Sta. 23+90 1 � � i!�� J /
New 30" CMP\ � \�,\ �. � ��.�� 1 � x� Offset 9.0' LT �� i , r � \ , i� / / /
\\��� � 1 New concrete headwall, LT/RT � i '; . i
See detail 60Z-3 � �� � �ti ' � • , . ! Sta. 23+90
� ` � � � � �� ,�� ���_;- See detall 601-4 j � � � i � � ^"� � � l ��'.
��� t. ti- �� � _,� A --�g /l� 1 Install soil erosion con[rol, E � � � � � Offset 19.0 RT
Sta. 21+28���`� <tt,,,, � �-.�„f�� ; �f �; Sta. 20+94 ' � , � � � � ( , ,; �
Offset 15:0�6T>>' �' : � iJi(� �- lnlet protection , � , r ,24+00
� ���` _ (� _ Offset 39.0' RT See Detail157-2 i �'� ; � - ��t � }r �
` . \`�:` ^�:tF. � � 4 � � r
\� ��;�;1 ' � �..�__.._„_ ' ,'1 l ; I o 't� � �, �(
Install riprap cl\4� `� 2�,`\.� �� ���j / � '� � � , �` I \� ''�'
, � � �_„� � New inlet, FLH, type 48, '' '� i� �, o ` \ � �
See detail E151 c01' c;, ,� \1�� �' \��, Install r/prap, dass 2
� � �,,� ; �� , "`�`��, � ' See detail E604-01
Remov,e.ex(stmg,-� � �\ •, \ � � � Install riprap, class 2 ; � i \ o ' \ \ �, �, t5ee de[ail E251-01
head ;wall;`LT��\\�a;,»_ \� , � •, See detail E251-OS � , � � �� � , �, - - � � � � j,� \
4 ------- - -
_':� .--- -- - , �_ _ _-- -- - --; - - � -�- �_ _ -- -�_ -�
2320 � � � � � � � —��— � � —I —!— � �2110 2300 _� � _'— �� � � _;_ � _�— _�_ _j — � --�— 2300
2310 —
� '_"' "_""_ """ � „ ,.. . „ __.._.
' `_ "' ' _ "_.. . _" "' � ._ _. _ .. , . _ , , _" " ' ' __ _ _ ' — ' " _ _ "" "_..__. .. _"_" "" "_._' _ '_' '_
._... , _..... „_, _ ..�___ _. „
-- - - - - - - _ _ _ �--- -- -- - 4- -- -- - f = = ._,_ - - - --� �. - - - - - - --�- - - - -�- - -
-------------- � - -_----__ --=_
2300 � (— '_ _ _— —_ — 2300 2290 — _ _� — _��_ � — � " _ _ _ _ _' _ __ -.��_ '.__�� .._ _ . _. � '
� � '�—'— — 2290
� T _' _ f _ _— � _'_
�� xlstln - 0"- i e� Ivert- �'j'
: `._ __` _ "�. �: ',_ : , �-_ -- - -- - --� � T__� --jj'� -/_{�_ . _= 9 - -P. P_- -1- - f - - - - - - - - - {
2290 "__'_;___' __._ _._ I_"_ '_"'__ " �\._' � ._. _,. _ _.._,. .... , i ' Y ' f . � _ _`_i "-' � 2 2280 � --- � , � � _ _�Y � � _ � , � -� '--!�- -� ZZgp
� """_ � ' ' ,_„'!'�"' "..__ ..."' _ ._ � � _��_ _! I _
-- - - ��- - - - - --1 -1 - - -' -- --� -- �II_ - _ -- lev.�_2 78:99'- -- - _ - _ _ Ele _ _2223 46- -- -� _� - - - - Elev� __= 26Z;69�- -!- - - -�- --
�,- -- - - -- - _
_zzao -- -,�__ _--= .._� `k._ - ffset = 9.0', RT - -- - zzao zvo � _ -- �- - - _ _ - - - - zno
.... _ � _ . _ + -- _ - --- ---- � I � ' � _ ^ Offset-_ 19:0°RT �-�-- - -- -- - - -
-- t --- --- - --- - -
. _ _.. Invertd -- - - ;30" MP ,-. _ � � -- - �- - - - -- -._ . ` ".. '. ., .'.Inv rt [n ---- - ' 2 "_CMP._._ __� ���� `�; � � = __: '_ �_- -_ �.
_ _ - --
-- -- - -- - - -
--
2270 _ '- � _ _� __ . _ _ . _ _ '� t - _ I» __��. _ __-� 2 70 260 _'I _"� __' _' �" ' , _ _ 1_ I _ _ 2260
_-_.;.._- _.- _,_- ._- _- OffseL= 15:0:-LT- _=-' �- -' - t - - --- -�- ' °- --'- �- - --�-- --'-- -- - -- -- --
-- �_._ �. �j ----I-- - � - - :_ ?_ _ ...- - ---�-- --- - - --�.Off et _'.9.0 LT- - - -t.- -�- -'- -� -- -� - --'-- �-- - - - - --
2260_ _ . .., I-.." _' � , .._ � _.�-__. �__ _.�_ _!_..__, ;_ 1 ,_.,__ ._.::"'_'_ .:,_:,: �._�__. :_ ..._.__ ._ _ _ _ ' "' _ '_ _ _ _' - _ __ _ __ _ _ _
- pprozi te locat on.of exi ting- _ _ _ _ _ __ ZZS° �-t -- - � "f � � Station 23+90 (Site 2) '�� _ zzso
= 2_ 9as.t ansmiss n:line_ �- Station 21+18 (Site 2) � �� ��y conNict t:be'-� New 24" x 26' CMP I
--� - -�- - -'- - - --- --- -Proba le_utilit -�- -- -- '�-I. _ �=i_ .�_ � ` � � -- -- -•
zzso - � - New 30" x 54' CMP skew = 32° RT-- --- -!- -- azao - i--- --.-- New riprap RT
- -� -- --- -- - -- -��- -.:.-._ �.�.- _� ` -- � New rlprap RT/LT -- - --- --- -- -- � --- --- -- ,_ � . - -- -- - New inlet, type 48, LT : � - -`-- - � - - - - -- --
� -- - - the co struct{o :phase,- ---�.-i -Y_�-Y;
-- - -- -- -I-- --- -- -- -- - New concrete headwall, LT/RT - - - l(la zzso - New concrete headwall, RT - - -- --- i— -_;._ -- -- -- ��- K1 b
- � -y= u _. -- -11_inc _ ga's tra smissio �line.--}
— ���� --�—�--I-��--: '� -� �� �----'— -- -- � I _==1._-�_-(—I --�--�---i—=-=- _. _ �
�� I 60 50 40 30 20 30 0 10 20 30 40 SO 60 I I —� —) 60 SO 40 30 20 30 0 10 20 30 40 50 60 i� ` ~�' '�
N
N � �; � New concrete headwall, LT/RT
� ���� ��'o � \� i � � � See de[ail 601-4 � � �� � �� �,, � ��\ �� ���� New concrefe headwall, LT
New 24" CMP, �' \ � � f, � �` � � �� /RT
� .�. � �, ��,� �..��� ',�� � ��A�,� �,, � -��A' � \,�.,
,;, See detai1602-3" � , �, �� � �, �, - � � 1 �,_ , See detail 601-4
/ New 24" CMP, �\� \ � \ +0�\`� ,,`�\ �
����� g� '�� 1 � � � � / / 3�t00 \ � v� ��� �� ' �� Q� \�A'•� ` \
� `� �\\ \ � � / � / See detail 602-3 �\ �� , � \ y � �\,�� \� ^�\.\
N S[a. 31+94 � �,,, � \ �1 /`, �/ �/ /i �\������1 � ��\' \ `\ '�\� ��� � S[a. 41+80
� Offset 11.0' LT•\ li �� ����� . - /i / � � , Sta. 31+90 Sta. 41 +80 ' ` `� �\\\ � � � � \ � ° �� ��
� \�,t � t � ; / , Offset 19.0' RT Offset 31.0' LT t \ � \\\'`, � 1 � /J \`� "' ,�= Offset 22.0' RT
`y �I'1� ���� � i�', i ��i ����(/� � i,�. \V��� \� � �/ �� ���.���
,� ��� � / i y \
o ,��I' ; �� \� �I \ ���`�.`,l\,\`! � �`��� % fj �� i� i I �.�.%~y��/�\\ --�
�,,; � I � � �E i 1� %� , �
� ; �,� �;��,t,,`� �� � ,,�;� ;,1� !,;( 1, ;.II ,; , � �. �`��; � !�---_-
���� ��� �� ; i'� �I ' 1 Install ri ra dass 2 �f j�: �� �� See de a�l E251 01 �
� Remove extsting��' �� � t �' � �� � � j ) See detail E251-01 '� �f � � � y ��/l
� . 1 �� _
headwall, LT/,RT,,�i����\1���� � �� ��� M i�i� � ��r (� '�/li ��,i � 1_. �l �f 1 �.
�
,
__ _._ ___... �. � _ �;._ _. .�_ ____ ._ � _. ._ _ � _ _ _ �.� _ _ ___ _ ____. .,__ -� _� � _. - �i � ____ - - --- -- - - -;--- --_ - - -- - - --{-- -- -- - - - - -�- -- - -- - --
' I € - �___ _.__ -- - --' -- -� , . �_
� 30�. � __._ _ - __ .� � _ �I _ _ _� _ 2210_ 1990 � .. •__ - ,..__ _ ...�' ( - �35� � � -_ __— - - — � ..�__ ,_... ._.� _.
"' _zzio_� _ �—��_- —._-=�_A�i'�.-__—�-_ ____�--_--�_—_ ----y - C -------------__,_ _ __..f
.__'_ _'_. ��_. _,_._ _�I_...' _._.._ ..._—. ,�_. �. _._.... � ___ — '___ _._ _' _ _ � , .` �I___ _ ___ � �_ — � _: � -- � � _' _ — —' , _ �. — — — �:-..._ :_.:=.i v _-.:. � �.'�..- _ �_� ::u= _,; : _ 1990 �
� � -�- _i :�-� � .-1� �E- � �� -� _�� -f- . -- � �_�- =1- =1- _ --_- -_- __ _ � _ _ _ _ _ _ _ _ _ _ _ _
___ _ _ _ _ ____.______ ____ _ __ __ _ _____
_ ___ . __ _ __ __ __ . __ _ . ___ _ . _ __ _ _ _. . _.
— t980 -��_. _�. .� ..._. ---� � L i � — .___' — —_ � _'�_ , 1980
-- -- -- -- -Existf g-15"-Pi e culve -- --I---_ - ---�_ ___ _ _ „_
- - — —��-----..._:» _.-=-- i _- . • -.— --_ __�— 9" ._ _�� - `___ _ t __In e�.Dut_"__ .._.._.i.� �__
_ziso_ --- - -- - -r- - -j- f _ -' ._ �. _ _ Iffset.JZ 9 0?RT_ -_.J_ _ --- uvo- i9�o _ Ex stln' 16' pipe:cul ect:� 9 �- _� _ _ -'_ -.: �' � - �I v..=_19 2:54'- __._T�- � _�_ . .� _.
� _ i .-... -_--- -_- - �--- i__.._ _,__ _ _ _
{ . � 1970
� I_. �.� __� � � _.� _� __._ -_ - �- -- - - - _-. -- � ____ � .- � -- - %+PProxl ate'loc tlon'of_e Istin
w � - � _� -_�_.� � ___I..�_ , _!_� . .� � �_. � _. ...__ ---. _ lv_ � - I- - - -- -12", as transmi sion'line O set:� '22 0':RT- ��-;_- -_ _- _r:.=
KI d
— — — .__ — — _._- — - - - =I�� _ —_ _ _' ' ' 1960 �� 9 , . �. -��� �: �,', ___ i - . _� 1960
.�� � . .._ �.._ � ._ �� _ . � �. �. _.. _ .W __,.__
--�----'--Inve-In-�_. '- --------�------- - -- `
S �;. _. , __ '_;_. _ � � _. I _ " _.'I _ ' _ '_ " _' __ _ � — _ _ — — __ '—' — — —i— '��� __ � _ _ . _ . � _.0 __.._ '_"' _"'_ _ U.S. EEPARTMENT Of TRANSPORTAT[ON
1950 —� — I�V2fL_I - -- �- Z4 �'C P— — -- — — — FED ML H GHWAV ADMiNI5T0.AT10N
� _zizo_ "'��-�'-'- -- --- -- -- --Elev. =-2184: 2�.^ _ -ZQ"{ P" ' " -" - - -'- --- ' - -- - _2170_ --�-- EIEV� _- 9B3:B3= � -� �- -�-3�7 /o - - - - - - EASTERN FEDERAL LANDS MIGNWAY DIVISION
' "
.--:-- -- --- =.--_ --Offse = 1�3':0�. � - ---- -� $.Q o--} ---� -- _ .- - - -^ -" - - STERLI G IRGININ
_ _ _�_ -- -� _ � � ._ � _ __ _- - - - - _._ -- -- - - --- - - _ _..� -�. Offset = 13:0�_�T � _��`:" �:: �_".' :_ _ _,__. _..- -.,- -- - - - - •
_" . _ .,:..._ . _.� .. .. .._. . �
N V
« -----=�-1==1-= --�_-.__-�=`-=1--=--==--i�=:-___-_-_ ` �9do V��._=_._,---- _.,____-= -
W �' ' Station 41+80 (51[e 4) PISGAH NATIONAL FOREST
a �_i- Ap roximat ,locatio of,exis_ti g_'.� Station 31+92 (Site 3) :- _ - ` _ _ - _ _ - _ _ � New 24" x 35' CMP - - -
$_2150_ `-�� 9 1930 -.I -. � �, .. - '_ _
12' as� tra smission Ilne _`-- New 24" x 30' CMP skew = 7° RT -- Ziso___ �___ ,� �:_._.. - -�: New riprap RT
1 New riprap RT �_ =-- DRAINAGE DETAILS
= �� � � i�- _ �- -� �_ _{_ _�--4 _-� ,y- New concrete headwall, LT/RT _ � --- -
� , � -1- -�- - � New concrete headwall, LT/RT i9zo -{- -- -
,� ---:� _ __,_ .____ _._ _. _,._. __....__.. ._ v,_ ._..__ .__._. .,..._. _._.. __ __ __._,_.._ _._ _ ..�. ..._. ..�_. -i _ _. _,�_ ,_� .._.__ .___. _�_i... _ _._.,_. .___ u.� r.. _.__ �-- --__ ____. �--1- -- --- --f--- - --
� —;_----_-_�_��-�_���.....-_-�:��S_^_�i__ �_ ��.=_.�_?__-T-_It_-:-_.__..� KIc �:_:_-�:�_ _:,.-�.:�_-�I�.-�-.�-:1.:�,_� ::_-��-fI(:._:__:__i::_�_{I:"-�-_-_ 0 20 .o
—r— � I I � �— � 60 5 a0 30� 0 0 10 �0 30 40 �0 �
� —"' !�� 60 50'4�I�0 �1I0�0~II0�20 �0�0��—'--- SCn:EwFCEi

Projeci Description �
This project consists of the reconstruction of a 0.2 mile segment of Mainline Point Lookout Trail.
This work indudes the installation of four culverts, grading, reinfo�cing of soil slope, aggregate base,
drainage, and other miscellaneous work. .
Soil distu�bing activities indude dearing and grubbing, slope and culvert excavatron, vnd roadway grading.
The total disturbed area for the project is approximately 0.63 acres. The receiving water is Swannanoa Creek.
Prohi6ited Discnarges
Tlie following discharges are prohi6ited:
Wash-water from concrete, paint, curing compounds, and other construction materials
Fuels, oils, equipment-related compounds
Soaps, so/vents used for vehide washing
Waste, garbage, sanitary waste
Inspect and maintain on a regular basis, a/1 mechanized equipment used in or near surface water to
prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.
Solid waste generated from the project will consist of construction debris, ga�bage, and empty
containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.
Hazardous waste will not be generated from normal construction activities. Equipment fueling and
maintenance cou/d generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and
battery fluid. If feasible, conduct these activities in a covered area to avoid contact with sto�m water.
Store all haza�dous waste materia/s in appropriate and dearly marked containe�s away from other non-
waste materials. Do not dispose of hazardous water materials rnto the on-site dumpsters. Dispose of
material according to Federal, State, and local regulations.
Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the
requirements under 40 CFR 112. Report spi/ls large enough to discharge to surface waters to the National
Response Center at 1-800-424-8802.
General GuideJines
The E'rosion & Sediment Control Narrative is meant as a guideline fo� preventing erosion and controlling sediment.
The work consists of applying measures throughout the life of the p�oject to control erosion and to minimize the
sedimentation of rivers, streams, and impoundments such as lakes, �eservoirs, bays, and coastal waters. The
measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications
for Construction of Roads and Bridges on Federal Highwvy Projects, FP-14, and the Special Contract Requirements.
Do not modify the type, size, o� location of any control or practice without prior approval from the Contracting
Office� (CO).
No construction access will be permitted through a wet/and or wate�way.
Do not �llow constructron vehides to track sediment outside the project limits.
Do not allo�v any construction equipment to operate on or access the down-slope side of the perimeter cont�ol
measures.
Direct sto�m water to vegetated buffer areas and do not discharge directly into surface waters.
Saquence of ConsYruction
Phase I EstaGlish Perimeter Controls
Prior to any clearing, gru6bing, or excavation, construct perimeter contro/s to ensure that disturbed sediment
does not leave the project site. Perimeter controls inc/ude silt fence and other specified measures outside the
construction /imits.
Phase II Intermediate Controls
Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the
culverts as called out in the Erosion vnd Sediment Control plans. Install filter berms in ditches along the
road wa y.
Apply temporary tu�f establishment in disturbed areas that will remain exposed for o'ver 14 calendar dvys
within 7 days. Appl/ permanent turf establishment to the finished slopes according to Section 625.
At the end of each day's grading operations, shape earthwork to minimize and control erosion from storm
runoff.
Install in/et protection prior to diverting water through inlets.
Upon completion of culverts, ensu�e that culvert entrances, outlets, and outlet channels are at final grade
and are stabilized (with vegetation, riprap, o� pavement) before routin9 drainage through completed
cul verts.
Provide silt fence around all stockpiled excavated roadway mate�ial. Apply temporary turf establishment to
stockpiles remaining in place longe� than 14 days within 7 days of stockpiling.
Provide watering for dust control ��vithin the construction limits, on active haul roads, and in pits and sta9ing
areas.
Phase III Final Construction / Stabilization
�fter completion of roadway construction, do the foUowing as directed by the CO:
Finish grading, plvice riprap, and apply permanent turf establishment to any remaining disturbed areas.
�+/here necessary, replace eroded topsoil and re-apply permanent tirrf establishment to distu�bed areas
where vegetation has not established.
Inspect, clean, and repair all culvert out/et protection, riprap basins, and stabilized channels.
Remove all devices used for dewatering.
Remove silt fence only after all upslope areas are stabilized and vegetation is well established.
Remove all other perimeter controls when directed by tlie CO.
Maintenance and Inspection Procedures
Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices
according to Section 157, the details shown in the plans, and the individual permitting requirements.
Check and maintain erosion control measures once every 7 days and within Z4 hours after a rain of
0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the
end of the day.
Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric �
becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when
it becomes 0.5 fe.et deep at the fence.
Filter berm - remove sediment at the base of the berm when it has reached'/3 of the exposed height
of the tierm, or as directed by the CO.
Rolled Erosion Control Product - unroll and lay matting out down slope face (in direction of flow). Anchor
at top of slope. Do not stretch matting. For culvert inlets and ditches, insra/l matting along the bottom of
the ditches first and then up the side slopes.
Filter bag - check the filte� bags daily during dewatering operations for punctures, tears, or other damage,
and for capacity. Immediately cease pumping and replace damaged
filter bags, or bags that have reached their rated capacity. us. oeanaTMervT oF TanNSVOarnnoN
FEDERAI HIGHWAY ADM[NISTRATION
EASTERN FEDERAI LAND$ HIGHWAY DIVISI
Record the inspection date and summary of findings within 24 hou�s STERLING, VIRGINIA •
Of COl17()I2Cll1CJ d SIC2 //15P2Cf%011. nI5C�A4 NATIONAL FOREST

e
N
-. .
�i./i
�
8
6
�
j
OHWM = E`
\\ \�
�
> �
\
l t"`
\
`�\�C�
_,_
,
Permanent Impact: 713 Square feet
Temporary Impacf: 213 Square feef
Llnear Stream Impact: 83 Linear feet
�� �
�
,�
,�,}��
� , ,
ca �� `� �` �`
'��\�,,,\�,
\�'��\�l
� �
�—..-''r
' `�„ �, �
�� �� .. V �
\ \\ �
1 \
� �, j �\, �
� ���„�
NOTES:
1, for information purposes only.
q io so
�
SC4E IN F"cET
', �� I I

�
�
a
�
�
Min. %" dia. top
bottom strand
Min. 3/3z" dia. middle and
vertical wires
'*i
i
Provide su�cient leng[h
to preven[ water from flowing
around the end of fhe silf fence.
Spacing 4' max, with
�elnforcemen[ mesh
' �See Posf and Geotexti/e
Installation Detail (this sheef)
WIRE-BACKED SILT FENCE WITH CHECK DAM
— — ��..
� ' Settion A � Sectlon B
� �
ELEVATION �Ftow
�� Staple
Sec[ion 8
Section A
Staple posts
• PLAN
JOINING TWO ADJACENT SILT FENCE SECTIONS
(See Note 4)
a
c
v .�
a�
�
roE
v� �o ,
Limits of dearing
o�
a�
c�
A �0 E
�
�
i
0
�
M
0
C
6' long post (max.)
Reinforcement mesh
Geotextile
'S � Riprep, Class 1
(Use only w�th
�1 mstallat�on of silf
0 fence check dam)
IN
- � F/ow -�
8" trench ��.�N`//�N'Y/,(N'
6" P
„ Backfilled and compacted soil
� 7
"'N-. I
'�E
a���
oD
e
0 0 �
a 4 0,
° POST AND GEOTEXTILE
3 `^ � INSTALLATION DETAIL
f/ow
��
SECTION A-A
f��� 5�
Min. 3/3z" dra. middle
vertical wires
Mln. %" dla. top
botfom strand
NOTES:
1. Instal! silt fence wrth C/ass 1 rip�ap on/y in /ow-llow
dreinage ditches where shown on the Erosion and
Sediment Cont�ol Plan.
Z. Insta!l pre-assembled srl[ fence according to the
manufacturer's recommendations.
3. Insta!! si/t fence along ground contours. Curve
ends of silt fence upg�ade to prevent water from
running around the ends.
4. AKach geotextile and �einfo�cement mesh so they
do not slide down posts. Provide detail for aftaching
to steel posts to the CO fo� approval.
5. Use reinforcement mesh that I5 a minimum of
32 inches in width and has a minimum of 6 line
wires with 12-inch stay spacing.
6. Use geofextile that is a minrmum of 45 inches rn
widfh and fasten adequately to the rein(orcement
mesh as directed by the CO.
7. Use 60-inch minimum herght steel posfs, of the
se/f-fastener ang/e stee/ type.
8. Use 70-inch minimum height x 3 inch diameter
wood posts.
9. Extend �einfo�cement mesh and geotextile into
[rench.
Provide su�cient length to prevent
wafer from flowing around the end
q of the silt fence
J
I
PLAN
WIRE-BACKED SILT FENCE
IIVSTALLATION AT TOE OF FILL
NO SCALE
Spacing
10' max. with
�einforcement
mesh
�
Flo w
ELEVATION

Stake as requlred
—r� FLOW
USED AS A CHECK DAM
(See Spacing Tab/e)
30' ([yp.
Excess sock maferial to be
drawn in and tied olf to scake
at edge of ditch
Filter 6erm comprised of sock
filled w/th mulch filter ma[erial.
(See Note 1)
USED FOR SLOPE PROTECTION
ofsock
material.
CHECK DAM IN DITCHES
SPACING TABLE
DITCH CHECK DAM
GRADE * SPACING(5)
12" H1GH 18" HIGH
2% 50 R 75 ft
3% 33k SOR
4% 25 R 40 ff
5% 20 R 30 R
6°/a ]6 k 25 ft
* Do not use Gheck Dams be%w
2�h or above 6% ditch grades
Filter berm comprrsed of s
filled with mulch filter mat
(See Note I) -
NOTES:
1, Provide sock and mulch filter
materialin accordance with Section
257.
2, Maintain Filter berm in a fundional
condition at ad times, as directed
by the CO.
3. Remove sediment at the base of
the be�m when it has reached 1/3
of the exposed height of the berm,
or as directed by the CO.
q. D/sperse [he compost fllter berm on
site when no longer required, as
directed 6y the CD.
To prevent undermining, securely seat the
filter sock through either light compaction,
anchoring with stakes or stones and/or
trenching.
Filter 6erm comprised of sock -
Fil/ed with mulch filter materral.
(See Note 1)
TYPICAL SECTION
'�. I I I I I I I I '�.
' IIII�III '
7'
USED AS INLET PROTECTION
NO SCALE

Existing Abutment or Pier
3
---------- —__ 1�
__________��
4 6 "�- �-a
�
Limit of work
Min. Top of
Berm Elevation
� �
Concrete barrier
Sandbag (Typ.)
Waterproof inembrane
Concrete 6arrier
�- Sandbag (Typ.)
I`..''� .
i. „ • '
Waterp�oof inembrane
(anchoring method to be approved by CO)
c
E
�
OPTION A
�
E
��
�— water surface elevation
3 Diverted water level
�at time of construction
1 Existing ground
"7l,(Sl.l9,/E` —Tj-------
---------� —f
oPrroN c
water surface elevation
rted wafe�level
�ne of contsruction
_� Existing ground
Llmit of work zone
Min. Top of Berm
Elevation I
Sandbag (Typ.)
NOTES:
1. The optlons shown are suggested configuretions for diverting the stream during
construc[ion operations. The Contractor may choose an a/ternate means of
diverting the stream (!ncluding any approved prefabricated or portable
diversion berms, dams, etc.). As a minimum, provide a temporary diversion be�m
with a minimum height equivalent to the wafer surface elevation with 6" minimum
freeboard. Submit plans for temporary streain diversion to the CO for approval
prior to installation.
2. Construct temporery diversion according to Subsection 157.10.
3. Place sandbags to form a pyramid by laying equa! numbers of rows on the bottom
as there are veKical course. Upper rows of sandbags should overlap the joints
in lower rows.
4. Place a maximum of one diversion in the stream at any given time.
5. While in use, inspect and malntain the temporary diversion berm daily. Repair
as needed after rainfall even[s o� as directed by the C0. Remove sediment when
deposits reach half the height of the sandbag barrler.
Sandbag (Typ.)
Waterproof inembrane
Limit of work zone
Waterproof inembrane
F
�n
3 Min. Top of Berm Elevation
1(� — — � water surface elevation
�
3 Orverted water
� 1 /evel at time of
construction
Ta, L571.9/,fi j' — —
-- �
Exfsting ground
OPTION B
Concre[e barrie� �
E
�a
_ �
•`f - water surface elevation
3 Diverted water level
�at time of construction
1
r
— — �'�Ul�� —7------
Existing ground J
OPTION D
NO SCALE
E157-OS

�-�
NlELL
VE6ETATED
AREA
��J FLpW
� �
o� P
<
o,
WELL
VEGETArED
AREA
Well vegetated ar
Place Geotextile, ....,.,.. ..,
Type A prior fo placing aggegate
WELL
VEGETATED
AREA
TOP VIEW
Heavy duty liRing
st�aps
Use 6" minimum depth AASHTO No. 57
course aggregate only when leveling
is requi�ed.
Sewn in spoui
Clamp
Pump discharge hose
WELL
VEGETATED yose to be inserted as
AREA specified by manufacturer
and securely fasfened with
metal clamps
e,,..... .n....�,�...a �,..�a
Clamp
Pump
Intake hose
4
5
�
�
,�ici� va� vv
NOTES
1. Locate bags in leve! areas (less than 5% grade). When level
areas are not available, place geotextile and coa�se
agg�egate to level the bags.
1. Locate bags in areas approved by fhe CO. Discharge onto a
stable, erosion resistant areas.
3. Locate bags in areas accessible by equipment for
maintenance and removal.
4. Insert a maxlmum of one hose in each bag at any given time.
5. Replace bags when 50% of the sediment capaciry has been
reached and/or when there is a failure. Have spa�e bags on
site forreplacement.
6. Do not cut or empty filfer bag onsite. Restore the area
according to Subsection 157.15.
7. Do not permi[ discharge from the bags to drain back into
work or access a�eas of the project.
NO SCALE

.- 2" x 4" wood frame
Geotext"-
� I ` Frame
� � � 1
� E I �� I—; Drop /nle[ with gra
� I � I � '�
� �
� M Gather excess at cornei
A
Bury geotextile to a
dep[h of 8" (min.)
below ground line -�'
\ /,
SILT FENCE DROP INLET PROTECTION (TYPE A)
Wire mesh
A �
��o■ , r_xv:
Concre[e bbck
2" x 2" wood freme
Drop inlet wi[h grete -
A Filte�ed water �
Overflow
Sediment laden runoff -��,�fv��i�
\�
Gravel �Iter
Sedimen[ laden runoff 18
min.
Accumulated sedimen[ �� � /,
NOTE:
1.
Extend mesh for gravel filters use 2"- 3" diameter coarse aggregate.
12" (fyp.) 2 Use wire mesh wlth '/z" x'/z" opentngs.
3. Use type A inlet protection in sump locations only.
4. Use type 8 lnlet protectlon only In sump locations where
N c heavy concentrated flows are not expected.
�^+ E Do not use where ponding arou»d the structure might
.,,,$,,,�, cause inconvenience or damage.
���.:.�:; � - 1l ♦ � _�
r '. Filtered i — I..I -L1 �1--
waler . :. '�
� ;�. . Wire mesh
-�_-. i�-� i�� i�� :•� i�-� i��-i�i i-
—"=Ti=� i i=:: ^��ir=, �,_{ i �-
GRAVEL AND WIRE MESH
DROP INLET PROTECTION (TYPE B)
W S LCurb inlet
/° ' . -
G �
I Ir°: • Emergency overflow
� � �' �' r 6'"-
, o �• , D a 2„ x 4" anchor (tyP•)
�� G � o � ~�- Sandbag (typ.)
�II�III'I:I�I�' . '' I I
2„ � Gravel (exfends across ' �
�� Wire mesh entire opening length) 1 2" x 4" space� (typ.)
1
Wire mesh 2" x 4" weir
8 Concrete block Wire mesh
° Grevel filter
12" in.
- Z,_�„
II� >,, ���� o i��-�,���� Sediment laden runoff Sand bag or
�'�� w,, ,� Wire mesh �� altemate weight
��' ���11 > Accumulatedsediment �
12" ��.c Filtered , 18�� Gravel fi/ter , , -
�' wa[er '
Over�flow Filtered water � % �
Accumulated sediment - L' ''= i=i �� -, � Curb inlet
SECTION A-A ' "" ` �= i ; �
� Grevel filter � I I � _ •-� SECTION GC
'�I _ _ _ .I: ii . . D . _
wi�e mesn ' � � '1' i ,- i � > � : _I ' CURB INLET PROTECTION�
BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C) z" x 4" wood stud, used � WOODEN WEIR (TYPE E)
to retain concrete blocks Curb inlet
SECTION 8-8
CURB INLET PROTECTION,
BLOCK AND GRAVEL (TYPE D)
NO SCALE

/
� .
�
J'/// B�
l
Flow
A� Silt fence (typ.
Use sandbags to construct when scheCuled)
temporary barrier
� W W
' A � � e � z � � B �
Flow
� o M
� — S,S — D\ \ 55 �� ss. p 55
lPlastic line� Sandbags Plastic liner
�' Bury plasfic liner 6" deep
I \� SECTION A-A and secure wlth sandbags (typ.)
� � SECTION 8-8
\�� PLASTIC LINED DIVERSION CHANNEL
8
I � r- Permanent culvert \ \
See Note 5 �
�
I
�� I
\\ I
�
��
\
Silt fence (typ. �
when scheduled) �
Temporery diversion channel
with plastic liner or riprap —
Roadway centerline
�'
i'
i
i�
— /' / � Earthwork limits
Permanent naturel channel
Silt fence (ryp.
wFien schedWed)
W
� 8 I
---- 5 �---
ss p�� 5
� �
Rlprap lining \ Sandbags
`— Geoteztile
SECTION A-A
Use sandbags to prevent
backf/ow fnto natural channel
PLAN
DIVERSION CHANNEL
flow
NOTE:
1. See Erosion Control Section for temporary culvert
dlameter, riprap class, channel dimensions and quantit/es.
2. Use plastic liner or riprap along the entire length and
width of the temporary diversion channel.
3. Const�uc[ channel at a minimum grade of 0.5 percent.
4. Do not construct with longitudlnal jolnts if using a plastic
liner. Bury the upstream edge of the liner a minlmum of
6" deep and secure with riprap or sandbags.
5. When specified replace the portion of [he diverslon
channel through the roadway embankment with
temporary culvert. Compact temporary culvert backfill
using one of the methods listed in Subsection 204.11(a).
v
Riprap lining
SECTION 8-8
RIPRAP LINED DIVERSION CHANNEL
Subgrade
Temporery culvert backfill
/
— .— -�. — ..— , ,— - Roadway
.
.. .
�_ _ _ embankment
Roadway � � " 4 "_
.. . .
. —
embankmenf / """ " "' """
� — ..— .... .... ..— —
Bedding
/ / n\ i A\ A\ / \ n\ \ // \
Nature/ ground
SECTION 8-8
TEMPORARY CULVERT
Geotexti/e
NO SCALE
Flow

Note :
1. Distance L is to be maintained as the distance
to slope stakes to establrsh the blend of cut
and fill slopes into fhe origina! g�ound.
NOT TO SCALE

>
�
�
�
,
Exlsting slope
1:3 or sfeepei
�..,.�,...,
p. �___ .._._ _.
� BENCHING DETAIL A
SLOPES STEEPER THAN 1:3
\ j�
1
Existing s/ape —�
Flatte� than 1:3
�a
N�
�`
�� �
�
BENCHING DETAIL 8
SLOPES FLATTER THAN 1:3
0
r
i�
�. m
��
c �
o�
.�
;m
\�_
Top ofslope
— Embankment
�
��
k �
F�
�
� �m
VaNes I
(See note 3)
NOTES:
1. Where the embankment foundation 15 on hillside or
another exist/ng embankment, the foundafion must
be benched while the embankment is being constructed.
2. For slopes 1:3 or steeper, refer [o Benching Detall A.
Cut 8 ft wide ho�lzonfal benches in fhe existing slope.
Bench the slope as the embankment is placed and
mmpacled in 1 ft thick layers until a backfill height
of 4 R is reached. fxcavate and backflll ln a
similar manner until the top of slope is reached.
3. For slopes flatte� than 1:3, refer to Benching Detail B.
Cut into the exis[ing slape until a maximum height of
1 R is reached, allowing the horizontal distance to
vary. Place embankment material. fxcavate and 6ack�1/
in a simila� manner unfil the top of slope is reached.
4. Benching is considered incidental to the ifem of
roadway excavation and no additional measu�ement
of quantity or payment w!ll be made for benching.
5. Refer to Section 204 for benching specifications.
NO SCALE

a
�
�
�
m
PLAN
— Ground
---._..... , _.___ _, Type C
ELEVATION
CULVERT WITH HEADWALL
�
RIPRAP DEPTH TABLE
Riprap Class Depth (d)
1 18"
2 24„
4 30" '
��a ����;�_
PLAN
ELEVATION
CULVERT WITH END SECTION
� Groc
.,_,....,.",.., ..,,,..., 1, Type C
NOTES:
1. For arch o� e!lipticaf pipes, use equivalent
diameter for (D) dimension.
/ Diameter of pipe (D) -- til
( _ � �1 �C �
�-----------
--�-------------- I
� �
PLAN
tLtVH lLU/V
CULVERT WITH NO
END TREATMENT
NO SCALE
G�ound
-----.._..-� -•--- -� Type C

�
�
—� —�--�--�—
i I I I
—� —�--�--�—
I I I I
I I I I
I I I I
I I I I
_I_ _I_ _I_ _I_
I I I I
—�--�--�--�—
Ove�lap outside vertical bars of
adjacent baskets. Tie at both
ends and at bends.
Support Strut Length
1��� (measure inside hook to inslOe hook)
lTyp•) � �
WIRE BASKET ISOMETRIC VIEW
IL
struts spaced
C. or as needed
4'-0"
12"
Turf reinforcement
^���• � mat
ll
� �•-----
Geosynthetic �einfo�cement
� � Support strut
� �I
� •� 4"X 4" - W4.0 X W4.0 Exfend to full depth,
welded wire basket see typical section -
� __ ---------------------
WIRE BASKET DETAIL
Turf reinforcement mat
_� �------
� I Support strut
I � Geosynthetic reinforcement
,�
�- ---------------------
� Wire basket � Geosynthetic reinforcement
-- -----�------------------
Wire basket
Turf reinfo�cement mat
NOTES:
1. Set topmost wire basket inside wire
basket below.
2. Adjust heighC to fol%w grade of fop
of wad.
X4"-W4.OXW4.0
lded galvanized wire fabric
TOP WIRE BASKET DETAIL
NO SCALE

---------------
Exrsting asphalt pavement
Existing base course
Saw cut
(Full Depth of existing asphalt pavement)
NEW PAVEMENT
Saw cu[
(Depth equals over/ay fhickness)
e2
Existing elevation
ei
Overlald elevaflon
Asphalt overk
(Final cou�se)
New asphalt pavement
—New base course
--------- — -- — — —
ExlsUng asphalt pavement � � I
Extsting base �ourse
---------�---------- ----------------
Remove pavement (mill)
K T�ansrtion length varia6/e (See table)
Asphalt overlay
(depth 2)
NOTE :
Provlde a trans/tion length in feet that is not less than the value
obtained by multiplying the effective overlay fhickness in inches
diflerence belween the existing and ove�laid elevationsJ by the
value irom the Table for the posted speed ot the �oadway.
Use K*/e1-e2)=T, orK*[dl-d2J=T(whicheverapplies), to
obtain the transition length.
(Minimum transition Iength=30 feet)
Example :
If the posted speed is SS MVH
Effective overlay thickness = 2lnches
Then the minrmum transition length =
1 rnches x 41.5 R./in. = 85 feet.
(for table el- e2 = effective overlay thickness) K VALUE TABLE (ft/i�l)
POSTED SPEED 30 35 40 45 50 55 60 65 70 75
OVERLAY (MPH)
K 30 32.5 35 37.5 40 42.5 45 47.5 50 51.5
* Use a K Value of 30 for speeds less than 30 MPH.
Asphalt ove�lay
(depth 1)
1 � , d1 1 �
Exlstingasphaltpavement�---- ------------------------------------------------- —�
�-- -7—
1
----------------�------------------------------------------------
Existing base course � •
K Tiansltion length variable (See table)
(for table d1-d2 = elfective overlay thrckness)
OVERLAY - DEPTH TRANSITIONS
NO SCALE

0
2"
i�YPJ
L
rS
spacings (all ways)
FRONT ELEVATION
2
Aggregate tu�.:
f� � -,I
SIDE ELEVATION
HEADWALL FOR ELLIPTICAL PIPE
SlZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISEJ
23" x 14" 30" x 19" 34" x 22" 38" x 24" 42" x 27" 45" x 19" 49" x 32" 53" x 34" 60" x 38" 68" x 43"
A 0'-8" 0'-9" 0'-10" 0'-10" 0'-I1" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"
8 1,-2„ 1,_5„ 1,_6„ 1'-8" 1'-9" 1'-10" 1'-11" 1'-11" 1'-11„ 2,_0„
C ]'-8" 1'-Sl„ 2�_I„ 2,-4„ Z,-5„ 2•_�,� z�_8" 2�_9,� 3,_3„ 3,_6,�
D 1'-Z" 1'-7" 1'-10" 2'-0" 2'-3° 2'-5" 2'-8" 2'-10„ 3,_2" 3,_7„
F 0'-8" 0'-8" D'-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9" 0'-9„
H 1'-10" 3'-3" 3'-7" 3'-9" 4'-0" 4'-2" 4'-5" 4'-7" 4'-11„ 5,_4„
L 5'-5" 7'-2" 8,_6„ 9,_Z„ 10,_2„ 10'-1 ]" 12,_I „ 12'-11 " 13,-0„ 13'-0„
5 1'-11" 1'-6" 2'-10" 3'-1" 3�_6„ 3,_9" 4,_1" 4,_5" S�_�„ 5,_8"
CUBIC YARDS OF CONCRETE
Conc. Pipe 0.502 0.855 1.136 1.500 1.811 2.101 2.512 2.801 2.969 Z.904
NOTE:
1. All headwalls are o�(ented paralle! to the roadway centerline
unless otherwise indicated in the plans or by the CO.
2. When pipes are on a skew, adapt and lengthen headwalls as
directed.
3. Chamfer all exposed co�ners nor rounded ta �/".
4. Quantltles shown a�e for one headwall wlth plpe at �lght
an9/es.
5. Construct headwalls usinq dimenslons shown under values
for 1V:1.SH slope, unless otherwise designated by the CO.
HEADWALL FOR CIRCULAR PIPE
DIAMETER OF PlPE CULVERT
6" IS" 18" 21"ar24" 27"or30" 33"0�36"
A 0'-6" 0'-8" 0'-9" 0'-11„ 1'-0„ 1,_0„
8 0'-9" 1'-1" 1'-3" 1'-6" 1'-9„ 2,_0„
C 1,_2„ 1,-�" 1,-9" 2'-2„ 1�_6„ 1,_9„
D 1'-0„ l,_3„ 1,_6„ 1,_p„ z,_6„ 3,_�„
F 0'-6" 0'-8" 0'-8" 0'-9" 0'-9" 0'-9„
H 2'-0" 1'-11" 3'-2" 3'-9" 4'-3" 4'-9„
L 3'-8" 5'-0" 6'-0" 8'-0" 10'-0" 12'-0"
CU81C VARDS Of CONCRETE
Conc. Pipe 0.241 0.491 0.697 1.319 2.067 2.947
C.M. Pipe 0.257 0.521 0.739 1.398 2.195 3.145
NO SCALE
,... .. _ ................................. ........... .......................................:.... .. ...... ........ ......... ....'.............. _.............._.... ................. — --.-..--.._._...--'...................._. _ ..'-.- " '--'.--........---......,..---�----�-" -�--

PIPE ARCH
SIZE yqLENT CORNER MINlMUM
SGAN x RISE DlAMETER RADIUS COVER
INCHES lNCHfS INCHES INCHES
17 x 13 IS 3 12
21 x 15 18 3 12
D 4Z X 1Y
� 49x33
y 57 x 38
� 60 x 46
x 64 x 43
� 66x51
71 x 47
73 x 55
� 77 x SZ
`� 81 x 59
� 83 x 57
� 87x63
� 95x67
U 103xT
� 112 x 7:
� I17 x 7<.
128x8_
3 137 x 8:
142x9:
�
�
#
h
METAL PIPE ARCH CULVERT
FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT
STEEL ALUMINUM
x�/�" CORRUGATIONS 3" x 1"CORRUGATIONS 5" x 1"CORRUGATIONS pIPE ARCH 1�i�i" x�/�" CO,
17
1
17
17
EQUI- MfNIMUM METAL
SIZE VALfNT CORNER MINIMUM
SPAN x RISE DIAMETER Ri7DfU5 COVER 0.060/t60.075/14'D.105
28x20
35 x 24
yi x
60 x
/.i X
81X
87 x
xl
NO SCALE
NOTE:
1. When directed, camber pipe culverts upward
from a chord through the inlet and outlet
inveKs an ordinafe amoun[ equal to 1% of the
pipe length. Develop camber on a para6olic
curve. If the midpoint elevation on the
parabol/c curve as deslgned exceeds the
eJevation of the inlet invert, reduce the amount
of camber or increase the plpe culvert gradient.
2. Fill heights exceeding 100 feet require
special analysis by fhe C0.
3. The fill heights in the table are for helica!
lockseam and welded seam pipe only.
Fill heigh[s for culvert pipe with annular
corrugations are more restrictive than those
of hellcal lockseam and welded seam pipe.
Obtain approval before furnishing annular
corrugation pipe.
4. Measure minimum cover from the [op of the
pipe culvert to the subgrade for fiexible
pavemenfs, and to the top of the pavement fo�
rigid pavements. Measure maxrmum fill height
irom the top of [he pipe to the top of the
pavement for both flexible and rigid pavement.

COUPLING BANDS POR METAL PIPE CULVERT �
ROUND PIPE PIPE ARCH MINIMUM BAND WIDTH (INCHES)
CORRUGATION ANNULAR HELICALLY SEMI-
SIZE J DIAMETER SPAN x RISE CORRUGATED CORRUGATED CORRUGATE
INCHES INCHES INCHES BANDS J BANDS J 8AND5 J
1 j x y underdrein J - 10.5 7 10.5
12to36 17x13to42x29 7 12
z�j3X�/1 42to72 49x33to83x57 10.5 12
78 to 84 - 10.5 12 10.5
3x1 36to7Z 60x46to81x59 12 14 ]0.5
78to144 87x64to142x91 12 14 10.5
S x l 36 to 72 60 x 46 to 81 x 59 20 22
78 to 144 87 x 64 to 142 x 91 20 22
J Fabricate annular, helical and semi-corrugated type coupling bands from the same metal
as the connecting pipe. Provlde coupling bands not more than 3 nominal sheet [hicknesses
thinne� than the thickness of the pipe to be connected, and no thinner than 0.052 inch for
steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:
�'e" for 18" round culvert (21 " x 15" pipe arch) or less
'/z" for Zi " round culvert (24" x 18" pipe arch) or more
J For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the
dimenslon of the end corrugation in the pipe.
J Use annular corrugated bands with pipes having annular corrugations or with helical pipe
having rerolled end to form annu/ar corrugations. A 10.5 inch band is acceptable on pipe
ends rerol/ed wi[h 2i'3" x'/1" corrugations. A 12 inch band !s acceptable on pipe ends
rerolled with 3" x 1"pipe corrugafions.
J Use helica! corrugated bands with pipes having helically corrugated ends.
J The minimum band wid[hs shown for 3" x 1" and 5" x 1" cor�ugated slzes apply [o
2l/3" x i'2" corrugations on rerol/ed pipe ends.
J Smooth sleeve-type couplers and fla[ bands may be used for pipe diamefers of 12" or
less. Use a matching mefal having a nominal thickness of not less than 0.040 inch for
steel, or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.
_�
so
,�
eand Angle 0, _ o �
�
- � Oval Lug
o-
Bar & Strap
����
Integral Flange
SLEEVE JOINT
Smoother sleeve with center stop.
Stab type joint
SMOOTH SLEEVE BAND
SIDE VIEW
Rivet, spot weld, or Bol[s
fille[ weld at crest �
of corrugatlon at
heel and loe of angle
Pipe
�� '� Wedge
�
Wedge and Strap
STANDARD BAND CONNECTIONS
Anole � B
END VIEW
Second angle connection optional
to 42" diameYer, requ(red above
42" diameter
ANNULAR BAND
�
1�����:71►`►�7
� w I
�
SIDE VIEW
NOTE:
1. Watertight pipe joints are not required unless
specified in the Special Cont�act Requirements.
2. Other types of coupling bands or fastening
devices that comply with the joint performance
criterla of AASHTO Standard speclfications for
Highway Bridges, D!vlston 1! Sec[!on 26 may
be used.
Its Band
'. . i .
� i
1 i .
I w I
SIDE VIEW
RJvet, spot weld, ar fillet weld at cres[
of corrugation at hee/ and toe of ang/e
Bolts �
Pipe
and Angle Bana
END VIEW
Second angle connectfon opfional
to 42" dlameter, requ/red above
42" diame[er
HELICAL BAND
Contlnuous corruga[ion
around band meshes
with second annular
corrugation in pipe end
Bolt, bar and
strap connector �
Pipe
Band
END VIEW
NO SCALE
SEMI-CORRUGATED BAND

0
�
�
�
a
_ — Finished subgrade �� — — _ — — Finished subgrade �� — _ _
Roadway embankment Roadway embankment
2H or 12' (max.) � I 2H or 12' (max.) 2H or 12' (max.) ti 2H or 12' (max.) �
� - —..—. �. -..—.—� � _.—. ..—. . ...�
J._ . �..-.::: --::..-. .. ._. .. - :: ::: :::: - �- -
! - :-::: . .. ::::-._� ; � �:.-:::.. .:: :---�
///i— ..H.. ...... ..... .. H.. —� � • �--- ..H.. ... .. .. .. . . . ///'
�
Bedding --i � Na[ural ground
ABOVE NATURAL GROUND
Finished subgrade �
-----—�— --
Roadway embankment
2H or 12'
/��
�//�:
Bedding
Natural ground
ON NATURAL GROUND
— Finished subgrade � — — —
Roadway em6ankment
2H or 12' (max.) � 2H or 12' (max.) _
— .
: � ..H... . ' �.— , � ..H.. /
Natural 18" t = . ground
Bedding — _
ABOVE AND BELOW
NATURAL GROUND
LEGEND:
� Bedding maferlal (uncompacted)
Embankment material placed in layers
not exceeding 6" compacted depth.
�Compacted back�ll materlal placed !n layers not
exceeding 6" compacted depth. Or lean concrete
backfill in accordance with Section 614.
\\ Impermeable backfill material.
��i ' j��R
ground
BEDDING DEPTH
PIPE SIZE (H) DEPTH
12"to 54„ 4,•
> 54" 6"
H* � H *
'/2'jfoot of cove�, L Remove unyielding material
12" (min.), 24" (max.) and replace with selected fine 2
compressible maferial. Lighily
compact in layers not over
6" in uncompacted dep[h.
ON UNYIELDING MATERZAL
Finished subgrade ' A , A M1 /^ ,
_ �� _ _ * Reduce to 18" fo� See bedding
"� �Roadway embankment trench excavatrons depth table
� 2H or 12' (_ m �ax.) PIPE BEDDING
18" (min.) — — — /// -
!n trench — — — — . ,— , �
excavation
— ... .. _ ...... ..H... , . . . _l/./;
-.— H�� 36" (max.) for embankment installations
MPYaI P/fA CPfY/!f/1 �
Nafuralground
Remove unstable materral to
firm bearing soil and replace
with approved granular foundation
fill material properly compacted
ON UNSTABLE MATERIAL
Orlginal natural ground surface
�v,n� �acm, c� zxvm.R nn�aca mv,r��� �acm�
Roadway excavation
Finished subgrede or
embankment height
before trench excavation
is°t = is° t
Bedding �— ..— Culvert end
treatment —�-
BELOW NATURAL GROUND OR
TRENCH EXCAVATION IN EMBANKMENT
A
�
Diame[er
or Span
Toe plate
NOTE:
1. When directed, camber pipe culverts upward from a chord
through the inlef and outle[ lnverts an ordlnate amoun[ equai
to 1% of the pipe length. Develop camber on a parabolic
curve. If the midpoint elevation on the parabolic curve as
designed exceeds the elevation of the inlet lnvert, reduce the
amount of camber or increase the pipe culvert gradient.
2. H equals the diameter of all round pipe culverts or the rise
dimension of all pipe arch culverts.
3. See Section 704 for bedding and backfill requirements.
MINIMUM SPACING
DIAMETER SPACING
or SPAN
UP to 48" 24"
48" and UP Hal( diamete� or
span or 36",
whichever is less
(see table)
1'-0"
minimum
Diameter
or Span
o _ _ Soeplate. _ _ o
ELEVATION
MULTIPLE PIPE INSTALLATION
Width
Embankment slope � I I
Hlgh water elevation —� �"' � \
i, ' 2'-0° t
,y
' \ Pipe culvert =
� �� � \�
��- ------�-- -
ij� �.�' 1�"�° f SECTION A-A
�---r
Pipin9 Plug �
� Construct piping plug of impermeable backfill
A material at the plpe culvert inlet where
granular materlal is used for backftll. Wid[h may
be adjusted to tre lnto impervlous material.
PIPING PLUG
NO SCALE
Metal end
section

x
�
R
i
— Shoulder
—��
5 �" �j
N I
z
� ,...,,. ,
I �
I #Sbars-12"o.�
p i
� #5 bars-6"o.c.
i
Shape to drain
TYPE - 4A
-1�„
2„
2 %„
N
1 %" (�YP•)
8"��� D+2„ 1,_6„
� (Mi� n.2'-Z') (Min.)
TYPE - 4C
Note:
In rock wifhout backwall or floor.
Reinforce same as Type 4A
Shape to d�a/n
TYPE - 4B
�, D/2 + 2„
2„ (Min. =1'-2 J
1 a ��
\
�
N
P _
ti
r,
�° itYP•)
\/ �
<
�� #5 bars -12" O.C. _
�----- _—�
---i -- `- ` - �
#5 bars-3" O.C. J
1 � P�ecast
SLAB-A
D/2 + Z"
(Min. =1'-2")
r _ _ �,— #S bars- 12"O.C. _ i
�---i -- �--- --i
,i+5 bars-3" O.C. J
SLAB-B
Precast
le
'1
�A
�
�
ti
NOTES:
1. At the option of the Contracto , walls less than 4 feet deep may be
ofconcrete or concrefe block.
7. Inlets [o be parallel to roadway centerli�e and grade. For pipes on
skew, adJus[ inle[s as direc[ed.
3. Ditch or paved watenvays to be warped and widened near inlets as
direded by the CO, to facilitafe drainage and to proted s/opes at
ends of inlets.
4. For payment purposes, one slab A plus one slab B or two slabs 8
constitute one concrete cover.
b
� 8'-0"
� 6„ � �._ 6„
^ �-------------------i
N� � �
+N I I
� ° I I
< � �
1\— �------- ----- ------�
i� �
�— I
I �
i
�
�, PLAN N
_� _ _ _ _ – _ ' _ _ – ' _ ' ' _ _ _ _ _ _ _ /
�-
� b
-i— _ /
�;==-r==rt =___ ==1= =fi=-17 �
-�- � ��---r--�-- --� --T---i �
� --L--1. 1---�-- '
� �i - i i - i i � M
s- ° �---�----� o �-----a---�-i
�" I I I i I I I I Vertical Bars
+ _r__� y___�_ at12"Centers
� rl I I I I I
Horizontal Bars
� �f---�--7-- --I --T I � at6"Cen[ers
�-t--t--t'-------1---t---t- .
� FRONT ELEVATION
�
(Type 4B, shown, other types comparable)
NO SCALE

�
�
�
�
Va��ab�e�
4'
Shoulder
See note 3
Width as shown in the
A-- Cross slope as shown in the
A
CONCRETE SIDEWALK
4
Shoulder
Sidewalk concrete,
� 4-inch depth
f 8°io —�
Aggregate base course,
grading C or D, 7-lnch depth
(Place in two equal lifts)
Z�� A'8 tie bars x 18"
#8 tie bars x IB" at 12' cenfers
at 12" centers � I �
---------------- — -�
,. ►.. S ti
-------- -- — — — -
— — — — — — — — — — — — — — — — — N — — — — �— �
Existing concrete, 11-inch depth �
Existing base 6" x 12" MW5.5 x
MW5.5 wire mesh
SECTION A-A
NOTES:
1. Place �/a-inch [ransverse expansion. Joints at intervals of
nof more than 20 feet or as directed by the C0.
2. Place contraction foints at intervals equal to fhe width of
the sidewalk or as directed by the CO.
3. Instal! �/1-inch performed expansion joint filler conforming
to Subsection 712.01(b)(1).
4. Orlent wlre mesh so that the 12-inch dimension parallels the
exrsting longitudinal joint.
5. Orill holes for dowels and tie bars simultaneously to the
requlred depth using frame moun[ed drills which will
maintain the drills parallel to pro�le and longitudina! joint.
I�g�.�\S/ope
NO SCALE

\
�
\ � � �
PERSPECTIVE VIEW \ "
Nofes: 1 "` I "` `"""
1. Split fence shown for iilustrative purposes only.
2. Replace damaged fimber and hardware whlle resetting the existing fence
as directed by [he CO.
3. Use only the existing wood species for replacement rails and posts.
4. Mad!!y insfalladon of fence as directed by the CO to meet field conditions.
18"
�
cx�suny ian �cyp,
ru�n vacw
00
�
Concrete footing (typ.)
G{.GYN 1 iV 1\
NO SCALE
�n
•r
!�
18„
�

0
3
�
�
�
�
2. Unrol! and lay mat[ing out down slop
face (!n dr�ection of flow). Anchor at
fop of s/ope. Do nof stretch matting
�li ��
1. Grede, smooth, and compact slope. —�
Remove rocks, t�ash, and other ma[erial
which will prevent the matfing from laying
flush with the ground. Do not [rack slope
b �
�
$ .
4. Apply seed and fertilizer per
manufacfurers recommendat
Overlap edges by 3"
I/ \ � I�Y����
i��l i �Tl ��
�
�
� � ��1�'r
Stake at 36" [0 60" in[ervals
� � wi[h Ground Fasfeners (See Detail A)
i � / �-
v - -
' Eroslon sfop (check slat)
Double row of fasteners at erosion sfop
3. Secure matting with wood or meta! fasteners Each fastene� on 12" cente�
(See Detall A)
Overlap maKrng ends 6; upper blanke[
over lower blanket and anchor
DETAIL FOR STABILIZING SLOPES WITH MA7TING
�
Wood SYakes
1" X 3" stock cut Typical staples
into triangular shape No. 11 gauge wrre
P � e�
�z., ro �8-- �I�
�
i DETAIL A
Typica/ Ground Fasteners
.�
Backfill with sorl and tamp
Matting
Fastener
�
- 'ti
��i�l�
6" deep x 6" wide transverse trench
at 50 (t intervals (up slope face)
SECTION A-A
Erosion Stop (Check S/ot) Detail
NO SCALE

Ins[all mat[ing along the bot[om of all ditches
and up the side slopes as follows:
Sfep 1: Bury the top end of the mal strlp ln a
t�ench 6" or more In depth.
��
Step 2: Tamp the trench ful! of soil. Secu�e wifh
row of fasteners: 6" spacing, 4"down
f�om the trench.
{
{'
l�i � '"�'' • � 1
Step 3: Overlap- bury upper end of /ower strip as in (1)
and (2). Overlap end of top strip 4" and fasten.
1� � `,'y,
_ �
Step 4: Erosion stop (check slot): Every 50 R,
bury fold of mat in s/it trench and tamp; �
fasten with double row of fasteners. y��
See Section A-A �� � �
, � �, �
��+ , �
�
� •
. • �`_:_
A ��;%_::=
A_ ���..--_ : �n,�
���=-- -
��:-_ �
4" OverVaP (�YP•)
d=24" \\
Equal depth of matting on both sides Staple
CROSS SECTION THROUGH V AND FLAT BOTTOM DITCHES
Before matting is installed, apply seed
and feRllizer.
' ip..�
� - �� Matting
� ---�--
.—_
�.. 'O
- = :.� Side s/ope
��_ �'
� � � -
� �� �
�/��`'�� -��'`= Fastener
\'��-. Y�.
��: =�
-�. "$=
e.-:- �-_
_-� Double row of fasfeners at erosion s[op
�i Place each fastener on 11-inch centers
i— Erosion stop (check slot)
DETAIL FOR PERMANENTLY STABILIZING DITCHES WITH MATTING
NOTE:
1. Apply seed, fertllizer, and mulch, as
direded in the plans and special
cont�act requlrements, before
placing matting.
Backfill with soil and tamp
Fastene� Matting
C�
�n,�_�� -
i-
� �."' �
6" deep X 6" wide traverse
french at 50 R intervals
along length of ditch
SECTION A-A
Erosion Stop (Check S/ot) Detai/
Wood Stakes
�
Typicalstaples
No. I S gauge wire
�I �
DETAIL A
Typica/ Ground Fasteners
NO SG4LE

�
�
�
�
�
Before matting ls installed,
apply seed and fertilizer as Pipe culvert
di�ected in the plans or the
special contract requlrements �
\\ /
. � . � \ • . � � �,'�
� . � � � � �,"%; �
� -�. � ��� � . ,�.�� .
'� i,���
�\��\�\\ ��� ��\ /'j.'/..�r\ -
� � \ � �\ ' � �/ .yl/'��
�%� •, \•\ \ '•\\ ''� ��/'j��
\ ;.
C/` • . �\ \ � ' =?'Ijj
� �• \ '. � /, .•. � .
� - \ \� ',\\ , \ \\ _\ �/j//� -
� '-. \ . � //..
\� . ��. � . \ �\ • � � �j �j �' �
- .\ . � �, \ �� `� �/.///.�,
> . \� \\ •\\ � •, � �'�% j/�/ �'
� \�, � �V. _/./ /. �
. _ \ •,\ � � , \ //� \ .
� � \\ � �\ � \ /% � � Matting
,\�_' , \ ' \ \\ j%/. � �
��\� � ` . %/j� '\ ,
-� • , • �. �/.�! �
\ � /'�• .
. � \ \ //y/
� /��j .
� ��'�
� ��'� • f/
• ` • , ` � • Fastener
.�
�' �
.` '�
.� '\ `
.� ,\
.�� � �
� �� � '�
.'` .�.
\\ �
DETAIL FOR STABILIZING PIPE INLETS WITH MATTING
NO SCALE

URBAN AREA
�
�
�
�
�
0
Q
I' � �� �1'" ��
II ��
�� II
�� II
u �� -
RURAL AREA
�
�� �
�
c
F�
0
O
I � //.�o
II Q
II
II
II
Sign panel
[GHT LANE c
CLOSED F
AHEAD o
r .
PORTABLE SIGNS
(See Nofes 3 and 4)
� Tra�c
F Wood posf (flxed)
0
f�
Roadway
Ho%s (See table)
//,L I I ��'`o I ' //��
I I � I I Nofe: For si9ns requiring 6" x 6" posts and
I I I I 9�eater, signs are conside�ed to be
II � � non-breakawayifmultiplepostsare
� ,� required and the posts cannot be spaced
a minimum of 7 feet apart.
BREAKAWAY SUPPORT DETAIL
(FIXEO 5lGNS 4"X 6"AND GREATER POSTS)
PIXED ROADWAY SIGNS
NOTES:
1. Mounf signs fhat a�e wider than 3 feet or farger
than !0 square feet on double pasts.
2. All lum6er dimensions are nominal.
3. The Contractor may submif alte�nate de[ails for
portable slgns. Ensure sign mounts hold the sign
face In a vertical plane. Portable signs may be mounted
lower than fixed signs when approved by the CO. Ensure
all portable sign supports meet the requirements
of NCHRP Report 350 for crashworthlness.
4. When pa�king is permitted witfiin 200 feet of the sign,
mount the slgn a minimum of 7 feet above [he pavement
surface.
5. When approved by the CO and the Utility Company,
utrlity poles may be used for sign mounting;
6. For posts 6/nch x 6 inch and greater, see the Breakaway
Support Detail. If breakaway design cannot be used due
to post spacing, place the sign outside the dearzone
or shield with a ba�rie�. Do nof place holes in posts of
non-b�eakaway signs.
POST SIZE TABLE
MAXIMUM SIGN AREA
POST SIZE D HOLE (Sq. Ft.)
DIAMETER
1 Post 2 Post 3 Post 4 Post
4" x 4" 4' None Required 10 10
4" x 6" 4' 1.5" 35 50 70
6" x 6" 5' 2" 50 75 100
6" x B" S' 3" 85 125 165
NO SCALE

. l