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CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENT SERVICES
February 19, 2001
Ms. Cyndi Karoly
NCDENR - DWQ
401/Wetlands Unit
1621 Mail Service Center
Raleigh, NC 27699
RE: Giles Branch Sewer Outfall
12" Sewer Extension Behind McLane
Nash County, NC
DWQ Project No. 000892
Dear Ms. Karoly:

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Per your letter dated August 18, 2000, and per our conversation, I am enclosing triplicates of the
construction drawings revised as follows:
1. Sheet CE-2, CE-6: Proposed rip-rap within the stream bed near MH #1 has been
replaced with fiberglass netting (detail has been provided).
2. Sheet CE-3: The portion of the utility easement near MH #6 (specifically at station
23+45) previously shown in Zone #1 of the Tar-Pam Riparian Buffer has been corrected.
As discussed, the buffer on the original drawings was not drawn correctly at that
location.
Please contact me if you have any further questions or comments regarding this matter. Thank
you for your attention to this matter.
Sincerely,
Appian Consulting Engineers, PA
David C. Revoir, E.I.
DC R F:\office-backu p\backup-david\BAC KU P\Jobs-MyDocu mentBacku p\96108-McLaneSewer\Wordfi les\Cynd ic0l .doc
331 S. White Street 841 South Wesleyan Blvd. • Rocky Mount, NC 27803
Wake Forest, NC 27587 P.O. Box 7966 • Rocky Mount, NC 27804
Phone: [phone] (Civil Division) Phone: [phone]
[phone] (Environmental Division) Fax: [phone]
Fax: [phone] (Civil & Environmental Division) e-mail: [e-mail]
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
0 9 • •
1
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 18, 2000
Nash County
DWQ Project No. 000892 ?DS?FD„
Wayne Deal
Nash County Manager
120 West Washington Street, Suite 3072
Nashville, NC, 27856
Dear Mr. Deal:
On July 11, 2000, the NC Division of Water Quality (DWQ) received your application for a 401 Water Quality
Certification and Tar-Pamlico Buffer Rules approval to impact streams, wetlands and buffers in order to construct a
sewerline parallel to Giles Branch Creek in Nash County. In accordance with 15A NCAC 2H .0506, a thorough
inspection of the site has been conducted by staff of the DWQ Raleigh Regional Office. Based on this review, combined
with the application materials, we have determined that insufficient evidence has been provided to conclude that your
project must be built as planned. Specifically, the impacts associated with manhole station #6 in Zone 1 of the buffer
should be avoided. Also, you have not sufficiently justified the placement of 10 rip-rap within the stream bed. Therefore,
unless modifications of the proposal are made, we will move toward denial of the 401 Certification as required in 15A
NCAC 2H.0507(e).
Please provide information supporting your position that you have no practical alternative to the proposed design.
Please note that stream and buffer mitigation may also be required if these impacts cannot be reduced. Any
documentation, including maps and narrative, that will help to describe design alternatives would be helpful in the review
of your application. Please note that we do not object to the project, provided that stream rip-rap placement is minimized,
and the buffer impacts are reduced.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the Corps of
Engineers place this project on hold. Also, this project will be placed on hold for our processing due to incomplete
information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact me or Cyndi Karoly at [phone].
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Sincerely,
fir
t? 4,
John Domey
G
FILE COPY
000892
Division of Water Quality • Non-Discharge Branch
401/Wetlands Unit, 1621 Mail Service Center, Raleigh, NC 27699 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Kerr T. Stevens
Division of Water Quality
March 2, 2001
Nash County
DWQ Project No. 00-0892
APPROVAL of 401 Water Quality Certification and Tar-Pamlico River Buffer Rules
Wayne Deal, Nash County Manager
120 W. Washington St., Suite 3072
Nashville, NC, 27856
Dear Mr. Deal
You have our approval, in accordance with the attached conditions, to construct the Giles Branch Sewer Ouff all along
Giles Branch Creek in Nash County, as you described in your application received July 11, 2001, and in additional material
received on February 23, 2001. After reviewing your application, we have decided that this fill is covered by General Water
Quality Certification Number 3288. This Certification allows you to use Nationwide Permit Number 12 when it is issued by
the Corps of Engineers. This approval is also valid for the Tar-Pamlico River Buffer Rules (15A NCAC 2B .0259). In
addition, you should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
Also this approval will expire when the accompanying 404 Permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of
this Certification and approval letter and is thereby responsible for complying with all conditions. This approval shall expire
when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If total wetland fills
for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certifications.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone John Dorney at 919-733-1786.
Sincerely,
-FILE COPY
Kerr T. Stevens
Attachment
cc: Corps of Engineers Raleigh Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
David Revoir, 331 White Street, Wake Forest, NC, 27587
000892
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
........... .... ..n /.........I....,J../
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MEMORANDUM
TO: John Dorney Regional Contact: Steven Mitchell
Non-Discharge Branch WQ Supervisor: Ken Schuster
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Nash County: Giles Branch Sewerline c/o Wayne County Nash
Project Number 00 0892 County2
Recvd From APP Region Raleigh
Received Date 7/11/00 Recvd By Region
Project Type sewerline
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
12 O YO N 28-78-4 F NSW 30,302. 0.49 F
TPBR F--O Y _(0N F-rF-F-r?F-r? F
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue @ Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360344 Longitude (ddmmss) _714845
Comments:
Move section near manhole station # R out of zone 1;approximately 400 square feet of impact in
zone 1
Proposed 'prap(10 feet) in ditch.
cc: Regional Office
Central Office Page Number 1
Wetlands Tracking Project r
i
Facility Name Nash County: Giles Branch Sewerline do Wayne Deal County Nash _J
Project Number 00 0892 County2
.0 Inactive Region Raleigh
Project Type purpose of sewc,rline DCM Office
Location Giles Branch I i:OE Office Raleigh ,J
Last Total Total Total
401s Recvd Sent to R R cl Action 401 r t Total Mit Mit
Recvd From Date Region -I Date Last Action Acres t AcrEa FE,et
APP w401
401
i
Inspections/ Violations
Insnprtion Date Inspector C i?u -t
Total for Project: J
Letter TVee Date Sent
F,, Jate Ct ; -nt St
'i; Mid } I I-- -?--
_}. InspE
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I`?2vI _,j 4o1 a,.A 7ar F_tVzl ?C(5

"401 ISSUED"
DEM ID: CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDEPERMIT#): NWP12 andr2`5
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFICATION TO THE CORPS OF ENGINEERS
2) APPLICATION FOR SECTION 401 CERTIFICATION
3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES
SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT (SEE AGENCY
ADDRESSES SHEET). PLEASE PRINT.
1. OWNER'S NAME: Wayne Deal - Nash County Manager
2. MAILING ADDRESS: 120 W. Washington Street Suite 3072
CITY: Nashville
000892
ZIP CODE: 27856
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM MAILING
ADDRESS ABOVE):
3. TELEPHONE NUMBER.(HOME):
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, AND
PHONE NUMBER:
Appian Consulting Engineers, PA 331 S. White St., Wake Forest, NC 27587
Phone (919) 562 - 4673
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS
TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY Nash NEAREST TOWN OR CITY: Rocky Mount
Located on the Drake USGS Quad
•J
SUBDIVISION NAME:
STATE: NC
1 b- .••?i?n_?eaRU? r JCI,I WN -
r
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
The proposed sewer line is located west of Giles Branch Creek. The line runs parallel to the creek
between NC 48 and NC 4 in Nash County.
6. IMPACTED OR NEAREST STREAM/RIVER: Giles Branch Creek
RIVER BASIN: Tar-Pamlico
7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER (SA), HIGH
QUALITY WATERS (HQW1, OUTSTANDING RESOURCE WATERS (ORW), WATER, SUPPLY (WS-I
OR WS-II)? YES ( ) NO (X) IF YES, EXPLAIN:
7b. IF THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ) NO (X)
7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION?
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES ( ) NO (X) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT
AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES
( ) NO (X) IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 68,660 sq. ft. or 1.58 acres
(3,433 linear ft. x 20 ft
corridor)
9b. ESTIMATED TOTAL NUMBER OF ACR
0.6611 acres are on the site. but only
are for the 10'
SITE:
2
10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING:
FLOODING:
DRAINAGE:
EXCAVATION: NWP 12; 0.4858 acres are within the
20' and 0.1753 are within the 10' temporary buffer
OTHER: NWP 25; 15 concrete anchors (2.5'x1' each)
will be used to stablize the pipe along two 128'
sections
TOTAL ACRES TO BE IMPACTED: 0. 6611 arses
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION):
LENGTH BEFORE:
FT AFTER: FT
WIDTH BEFORE (based on normal high water contours):
WIDTH AFTER:
FT
FT
AVERAGE DEPTH BEORE:
FT
(2) STREAM CHANNEL IMPACTS. WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION:
CONSTRUCTION OF A DAM/FLOODING:
CHANNEL EXCAVATION: X
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND?
WHAT IS THE EXPECTED POND SURFACE AREA?
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED (ATTACH PLANS: 8 '/Z " X 1 1" DRAWINGS ONLY):
To install the sewer lines a twenty foot easment is required with an additional temporary ten foot
construction easement. Trenches of up to ten feet deep and three to ten feet wide will be
excavated using a trackhoe. Trees in the temporary easement will not be cut unless it is neccesary
FT AFTER:
PLACEMENT OF PIPE IN CHANNEL: X
3
channel. Between station 40+01 and 4_0+07 the sewer line runs underground perpendicular to a
ditch that is 10' wide. The acreage for both the stream and ditch are included in the 0.6611 acres
to be impacted.
for construction. Any disturbance in this 10' area will be allowed to regenerate to its previous
state. After construction the wetland areas along the twenty foot easement will be graded to the
pre-existng elevation and seeded for grass.
13. PURPOSE OF PROPOSED WORK: The construction of the sewer line will be neccesarv
to maintain the Whitaker Industrial Park which will be a vital aspect of economic growth to the
surrounding community.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) :
The proposed path of the sewer line starts at an existing manhole and was selected to avoid as
many wetlands as possible while still meeting the criteria for a gravity pipe system. The plan for the
project has been moved twice to minimze the wetland impacts and to completely avoid the area
ponded by beavers between proposed manholes two and four.
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE (USFWS)
AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY ADDRESSES SHEET)
REGARDING THE PRESENCE OF ANY FEDERALLY LISTED OR PROPOSED FOR LISTING
ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT
MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: (ATTACH
RESPONSES FROM THESE AGENCIES).
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT.
DATE CONTACTED:
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES (X) NO ( ) (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL
POLICY ACT?
YES ( ) NO (X)
b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES ( ) NO ( )
IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE STATE
CLEARINGHOUSE TO THE DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED
TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT
OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003,
TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES AND PONDS
ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29 AND 38). ALL
STREAMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE
MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1 INCH EQUALS 100 FEET OR
THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY?
Woodlands are to the east and a trucking company resides to the west of the proposed site
IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT BE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WIAVER OF A 401 DIVISION OF ENVIRONMENTAL
MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA
DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS
CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM.
4)?ec 4/30/2--
WNER'S / AGENT'S SIGNATURE DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED (18G.))
PublicX.environmental.Jennifer.PreconstapplicWhitaker.doc
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Jun-13-00 04:13P
p$92
June 06, 2000
TO:
Appian Consulting Engineers, PJL
Post Office, Box 7966
Rocky Mount, North Carolina 27804
FROM: Jerry Wayne Deal, County Manager
Nash County Managers Office
120 W. Washington Street
Suite 3072
Nashville, NC 27856
1, WA Me peal , as a representative concerning the property on Whitaker indusbriat
9gor 12" 93011 do hereby authorize and give pennisalon for Appian Consuftlnq
Engineers to represent or act as agent on our behalf and allow the COE or any other
regulatory agency to goon the property with an Appian representative for such purposes as
necessary to perform the job tasks.
4wyw yne Deal, County Manager
Nash Cow* Managers Office
1.20 W, w4shlo Gh8t
91nIM :X177
Nashville, NC 27656
[phone]
[phone] fax
Date
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DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Whi+ ,-ke4' 'Mt- ?u WILN 4# Jl Date: 4o 11'3 1 8b
Applicant/Owner: i PA County: Na
Investigator: State: Nt_
Do Normal Circumstances east on the site? (SSD No Community ID:IQIt?
Is the site significantly disturbed (Atypical Situation)? Yes
S Transect ID: LL-31 Co
Is the area a potential Problem Area? Yes Plot ID:
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominani Plant Species Stratum Indicator
1.M 00US c am!i? 3 Fk-U-3 s.
2. i p(3 L to.
3. (
ry'
e-n"44n SL
.. 0

1.
4. o6L 12.
s. L i t 1'C[" A-I- SAC ± 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL. FACW or FAC /'
(excluding FAC• . Onola
Remarks: GJbM? L vblo??y pt??e. SI?
HYDROLOGY
_ Recorded Data (Describe in Remarks):
_ Stream, Lake, or Tide Gauge
_ Aerial Photographs
_ Other
A No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: (in.) Oxidized Root Channels In Upper 12 Inches
Water-Stained Leaves
Depth to Free Water In Pit: ` (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) _ Other (Explain In Remarks)
Remarks:
B2 Appendix B Blank and Example Data Forms
SOILS
Map Link Name /K?
(Series and Phase): ? I A %AS
Drainage Class: /
/ f
Field Ob
ti
'
Taxonomy (Subgroup): Zog;e- a A serva
ons
07 a V /7
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color
finche.0 Horlnon (MUnsell Mafstl
Mottle Colors Mottle Abundance/ Texture, Concretions,
(Mansell Moist) Size/Contrast Structure. etc.
O-L4 A 1Q X51 Jar
L_ E ro. Ry io R?/? cad 51 qr

4-32 -&!a 2 C , P C. 2 d e. l 2 r,, 6 bk
Hydric Soil Indicators:
Hstosol
- Histic Epipedon
Sulfidic Odor Concretions
T High Organic Content In Surface Layer in Sandy Soils

.f Aquic Moisture Regime Organic Streaking In Sandy Soils
Listed on Local Hydric Soils List
Reducing Conditions
.lCGleyed or Low-Chroma Colors isted on National Hydrlc Soils List
- Other (Explain in Remarks)
Remarks:
rr c r LHIVIJ uC I CMIVIINAI IUN
Hydrophytic Vegetation Present? I No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? No Is this Sampling Point Within a Wetland? es No
Remarks:
Approved by HOUSACE 3/92
Appendix B Blank and Example Data Forms B3
DATA FORM
VEGETATION
Dominant Plant Suedes rat Indicator Dominant Plant Soecie Stratum Indicator
1.F 4 aruN?t.Iacra_ FAC- e,
2._?jNU5 i'0.ed0. 2 10,
3. L4LA;d0-MbaLrpt4 4% 2
+
,,.
=W(N1,14, e S 5 3
4. 12.
5
Kri4? a Ce
59r to5o
3
._
.
' 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC o
excludin FAC- . ?O ?o
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks): Wetland Hydrology Indicators:
- Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
_ Other
No Recorded Data Availabl _ Saturated in Upper 12 Inches
e _ Water Marks
Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Pattems in Wetlands

Depth of Surface Water: h G7 (in.) Secondary indicators (2 or more required):
_ Oxidized Root Channels in Upper 12 Inches
_ Water-Stained Leaves
Depth to Free Water In Pit: > (in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: a 8 (in.) _ Other (Explain in Remarks)
Remarks:
11
132
Appendix 8 Blank and Example Data Forms
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
SOILS
Map Unit Name
(Series and Phase): L/ r ba n G A d Drainage Class:
Taxonomy (Subgroup): Field Observations
Confirm Mapped Type? es No
Profile Descrlbtion:
Depth Matrix Color
(inches) Floiizon IMunsellkla
Mottle Colors Mottle Abundance/ Texture, Concretions,
IMunsell Mnlstl B&aMDffiMa ;
tarcture
t

Q_12 ill 10% 71 . e
?
c
2•1J 414 m 2

L2-ZR Fit( (l
Fiydrk: Soil Indicators:
- Hstosol
- FGstic Epipedon
Sulffdic Odor T Concretions
_ "gh Organic Content In Surface Layer in Sandy Soils
-
_ Aqulo Moisture Regime _ Organic Streaking In Sandy Soils
- Listed on Local Hydric Solis List
_ Reducing Conditions
_ Gleyed or Low-Chroma Colors - Listed on National Flydric Solis List
_ Other (E)Vlain In Remarks)
Remarks:
,9,o- PO,n/Iy }`-0`-icr?l
? Fr'l? 43'1 Sic S? ?CJtJ I?C?Bn/G /2u??cls

WETLAND DETERMINATION -11
Flydrophytic Vegetation Present? Yes No (Circle) (Circle)
Wetland Hydrology Present? Yes
Flyddc Soils Present? Yes o Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approvea by HUU5AGE 3192
Appendix B Blank and Example Data Forms B3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site. WKI+oa_. c, Zr.ALA,-4 cJ Cer•1}tf Date: 61131'00
Applicard/Owner: ppiA0 Cs1J5LA4Na Etia;..r A14 County: _N"h
Investigator: A? 7k State: N C-
Do Normal Circumstances exist on the site? (O Community ID: weJ`l0,--J (CA
f
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID: WLo-3
Is the area a potential Problem Area? Yes Plot ID:_
If needed, explain on reverse.
VEGETATION
Dominant Plant Suedes ra u Indicator Dominant Plant Suedes Stratum Indicator
1. rf-o-x; ul w ca 2 FAQW 9.
2._C-Ir- ra a ,JiFoti0. 2 FA W 10..
3. 1;OC4AMeri0. CV li "O f i ca 3 r
.J
f 11
4. 1 Q cM'
` 12.
5.1?af ?1 u 64 rAL_ 13.
6.Tox?cvde..?dtoa a&, a,* 3 IAC 14.
7. 15.
B. 16.

Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- .
0
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland Hydrology Indicators:
- Stream, lake, or Tide Gauge Primary Indicators:
- Aerial Photographs hundated
_ Other Saturated In Upper 12 inches
No Recorded Data Available _ Water Marks
Drift Lines
_ Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: _ (in.) Oxidized Root Channels in Upper 12 Inches

2 _ Water-Stained Leaves
Depth to Free Water In Pit:
(in.) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: _l (in.) _ Other (Explain In Remarks)
Remarks:
uc)
132 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name
(Series and Phase): ?a i n .3 Drainage Class: C.
/
Taxonomy (Subgroup): 7 fc Field Observations
Confirm Mapped Type? Yes
Profile Descrintlon:
Depth Matrix Color
(Inches) Hod2nn ftvtunseB Molstl
Mottle Colors Mottle Abundance/ Texture, Concretions,
(Munsell Moist) Size/Contrast Structure
etc
_ ?_ 2 y?2 .
l 5 2
c
r
2. 5?t M
k
?.SyK?/8 c I d '

-t2 -it) -zoo K 11, -,bV-
2 ?C , 2 c. sbk
Zo-3o _ -? N 10`IR ?l4 2 12SC . 2 c. 5bk
Fydric Sou Indicators:
- Histosol
H istic Epipedon
?Sulfidic Odor T Concretions
Hgh Organic Content In Surface Layer In Sandy Soils

.V_' Aquic Moisture Regime Organic Streaking In Sandy Soils
?Listed on Local Hydrk: Soils List
Reducing Conditions
Gleyed or Low Chroma Colors _&GUsted on National Hydric Soils List
_ Other (E)plain In Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? cs> No (Circle) (Circle)
Wetland Hydrology Present? as No
Hydric Soils Present? a No Is this Sampling Point Within a Wetland? Yes No
Remarks:
Approved by HOUSACE 3192
Appendix B Blank and Example Data Forms B3
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: e-r MoAsA*ia-\ Ct.4c ' kZ" OL Ake-tt Date: f.II - Khoo
ApplicanUOwner: 1'"'> !QiQh1 V 05 1-yi E?z?
' ,Nt«s_ .PA County: leash
Investigator: C-SAD.
a r, State: NC_
Do Normal Circumstances exist on the site? No Community ID: UL
Is the site significantly disturbed (Atypical Situation)? Yes ® Transect ID:
Is the area a potential Problem Area? Yes ® Plot ID: y
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
t f (lic.roStCAium y?mr Neum S ;I5 9.

2. LI-bu-7 Olf w
LA5
3
f F
to.
3.Liri d aI li i I f: AC- 11.
4. V 4i 5 r&4-u,0 410. 3 FAQ, 12.
5. 1 r?1k°?IOCISSl.15 jW4 / 01;4 I FAQ-_ 13.
6. 14.
7.
8. 15.
16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC- . o
o
Remarks:
HYDROLOGY
_ Recorded Data (Describe In Remarks):
- Stream, Lake, or Tide Gauge
_ Aerial Photograph
_ Other
No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
_ Inundated
Saturated in Upper 12 Inches
_ Water Marks
Drift Lines
_ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands

A Secondary Indicators (2 or more required):
Depth of Surface Water: 11
(in.) Oxidized Root Channels in Upper 12 Inches
T
Water-Stained Leaves
Depth to Free Water In Pit: d q (in,) _ Local Soil Survey Data
_ FAC-Neutral Test
Depth to Saturated Soil: a N (in.) _ Other (Explain in Remarks)
Remarks:
11
132 Appendix B Blank and Example Data Forms
SOILS
Map Unit Name p ; / /
/ bA
(Series and Phase): Drainage Class: oe/
Taxonomy (Subgroup): 7 v v u 'r ed Field Observations
Confirm Mapped Type? "Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions,
(inches) Hbrlmn fMUnseB Moist) IMunsell Moict) Size/Contrast
Stnlcture t.
°_ _ (by?43 1
C
?_ toys `'Iz Cn
e 1? 2 n, Sbk
t -22 131 9 "1 I 10W 5/cam 2 rL 51 ?'
ZZ-3o IyYR`'If 1?`IR?It m 2 d i5 qr
Flydric Soil Indicators:
- Fistosol
_ ""tic Epipedon
Sulfidic Odor _ Concretions
_ Hgh Organic Content In Surface Layer In Sandy Solis
y
L/ Aquic Moisture Regime Organic Streaking in Sandy Soils
Listed on Local Hydrla Soils List
Reducing Conditions
AG Gleyed or Low-Chroma Colors Listed on National Hyddc Solis List
_ Other (Explain In Remarks)
Remarks:
WETLAND DETERMINATION
Hydricanophytic Vegetation Present? Ye No (Circle) (Circle)
Weiland Hydrology Present? Yes
HydrSolis Present? es No Is this Sampling Point Within a Welland? Yes No
Remarks:
Approved by HQUSACE 3/92
Appendix B Blank and Example Data Forms B3
N
Q?
ao
Appian CD
• CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS O
COMPREHENSIVE ENVIRONMENTAL SERVICES
331 South White Street
Wake Forest, North Carolina 27587
Telephone: [phone] [phone]
Fax: [phone]
email: [e-mail]
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GENTLEMEN
WE ARE SENDING YOU THE FOLLOWING
? Prints/Plans ? Estimates ? Contracts
'Permit Applications ? Change order ? Bid Proposal
LETTER OF TRANSMITTAL
DATE co
I
JOB NO. )9 2
TO: N Don4,)
1.

RE:

? Specifications
THESE ARE TRANSMITTED as checked below:
><For approval ? Bid Tabulation Distribution ? Boundary Survey needed - see attached
? For your use ? Approved permits for your filestrecords ? Easement needed - see attached
? As requested ? For Review and Comment ? Topographical survey needed - see attached
? Forward to Appian your Performance Bond, Labor and Materials and Insurance Certificates
? For your signature, then return to Appian/
Deliver to:
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No substitute signaturesl
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Received by: -
Hand delivered by: ,V,11 n
Date: n4 01 n o
For your processing with
Permit Applications ? Plans ? Specifications
1 Appian Chk # in the amount of S -2LX> - ob
• ?
? Financial Responsibility form
? As discussed
COPIES DATE NO DESCRIPTION

d

1 ?1`?A00

1 nua v'nwk r.
REMARKS Sr" f1"?_,
C.OPYTO SIGNED C?""""_
•
•
Aippun
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
841 S. Wesleyan Blvd.
P.O. Box 7966
Rocky Mount, North Carolina 27804-0966
Telephone [phone] / Fax #: [phone]
e-mail: [e-mail]
LETTER OF TRANSMITTAL
DATE 2 9 ,
` JOB NO. 96, lC&
TO: G
OL.Y
NcDcN?-- ??/c?

RE: CI.( SS;WErL

GENTLEMEN
WE ARE SENDING YOU THE FOLLOWING
Prints/Plans ? Estimates ? Contracts ? Specifications
? Permit Applications ? Change order ? Bid Proposal ?
THESE ARE TRANSMITTED as checked below:
? For approval ? Bid Tabulation Distribution ? Boundary Survey needed - see attached
? For your use ? Approved permits for your files/records ? Easement needed - see attached
? As requested ? For Review and Comment ? Topographical survey needed - see attached
? Forward to Appian your Performance Bond, Labor and Materials and Insurance Certificates
? For your signature, then return to Appian _
or your processing with
? Permit Applications
? Appian Chk #
11
? Plans
? Specifications
in the amount of $
? Financial Responsibility form
BAs discussed
COPIES DATE NO DESCRIPTION
3 e+/ ? ?'?,?T Ccr z 3
r

X23

/ATv:-If1 iflioi)s P?
REMARKS _ D (Sc'jJ s 'mac. > .

COPY TO -- -- -- --
SIGNED ci e lu
Deliver to:
? Addressee Signature required.
No substitute signatureal
? Substitute Signature allowed
Received by:
Hand delivered by:
Date:
/ r r;.~... a ,I;~~ i,~. r - i,„ • I ~irria;ii~~•. i~.r. - ;~r,... ;r~ ,ure..] ~~..1~~,.~~~r,crl~, ~.,i ~.;e•i r; L,r ci ;url~culur I,..: IJI.~~aiiri~. irnpur;err~rNr 1 u d Far r ~ th .)Fief I~ of Ir~.e F n;. ineer for use .n~ier YaiS sui„n .i:,„~i~ I;,. uanoihn:ticr or c:lt er use _ 7 N . ,.I. i iytl ~ i a,S i, I,..~ri a ,.i. ~rl.i~ l l r :~lii .a I _ i. I f - I ) r 3 er use is .mowed wlthin,t his ~ermis~.~~n
U m < _ ~ U Y
} ~ CI p
/ ~ I
/ i f- z C7 p (/1 Y ~
/ 1.......... ~ w I Z o U W
/ Z U ~ m Z
m ~ a ~ N w
i / / NO CONSTRUCTION IS TO TAKE PLACE UNTIL McLANE HAS BEEN ~ z a ~ ~
STA 13+18.15 CONTACTED. ENGINEER WILL GIVE NOTICE TO McLANE. PROVIDE O ~ Z
ENGINEER WITH A MINIMUM OF 48 HOURS NOTICE BEFORE STAKING a ~ C ARIN I ~ ~ Z LE G LIM TS. - W
~ o ~
_ _ 1_~. r.;~ i ~ ~ ~ W tK Z W
a m s
~ / ,3 s \ 0 o
~ i Q ~ N
~ •ti, ~ ~ ~ / /
fX. RIP RAP /I / / \ \ \ ~ ~ ~
\ 's ,I? ~ / REPLACE TO A CONDITION / \ \ \ DO NOT ALTER EXISTING _ ~ EQUAL TO OR BETTER e ~ ~ MH STA 20+06.01 ` a
~ ~ ~v / / v v ~ ~ SURFACE GRADE IN WETLANDS. ~ o i ~ N
\ ~~e~ / / / \ \ O ~ . NIH STA 20+80.90 BUFFER \ _ J Q
/ i\ 1 Q " " Q \ .................................~...r:.. ~
\ s,. \ / \ / /a / \ \ ss \ r` a ~ o ~ i
~ ~ / ~ / / \ \ \ 1 ~ A ~ ' / c{~ / / A \ \ 1
's ~ ~ ~ ~ / I / / - fXISDNG BASIN - \ \ V ~r - - ti. ti G ~ f...
AN ANS DATED ~ 4,~/ / / \ \ \ _ 4 SEE APPI PL ~ / \ ~ / DO NOT DISTURB \ \ \ SEPT. 9, 1994 FOR INFORMATION ~ / ~ \ \ ~ ~ 1.
V ~ H. A ~ ~ / ~ \ R ATIVE TO THIS LINE. ` / \ 1 EL / v 0
E~~~ / / p~ / /P \ \ \ \ -
EX. MH STA 10+00.00 EX " ° / /w \ \ ' \ \ - - - 2D ° - - ~ ~
r / . ' a
EX. 5' STUB OF 12" DIP \ Q• \ \ \ \ ~ W PLUG 0 0.25 \ ~r/^b / / J \ \ \ ~ ~ ~ , - - - - --'1 ~ ~\,yfHT CONSULTING ENGINEERS, P.A.
MATCH EX. STUB ELEV. `7 \ ~i A~' / / ~ \ \ \ ~ _ , - ' , ~ - -1o uT1L ~ ~ \ ~ r.'.:.......~ CIVIL, MUNICIPAL &
AND PROCEED. ~ j • / / \ \ \ - - ~ - ~ - - - -r ,gyp. •cEUP ~ ~ ~ ry : ~ ,:.Y STRUCTURAL ENGINEERS
~ / / \ \ ~ 12016' SEE APPIAN PLANS DATED ~ r ~ / \ \ ,6 „ ~ - - ~ ~ ~ - ~ ~ ° ~ . ~ . COMPREHENSIVE . . ~ tip ~ ` ~ ~ ~ ~ ENVIRONMENTAL SERVICES
SEPT. 9, 1994 FOR INFORMATION ~ ~ ~ \ / \ \ ~ ~ a N
RELATIVE TO THIS LINE. 4i I , ~ v~ \ MH STA 10+80.54 v - ~ ~ ~ ~y ROCKY MOUNT: „ f sf ~ ` 841 SOUTH WESLEYAN BLVD•
PLACE 12 a~ CONCRETE ~'fNr 153.16• ! ~ ROCKY MOUNT, N.C. 21804
/ ~ / ~ ANCHOR ON !?~CH 18~ Jl'. ` ~ ~ N PHONE: [phone] ( )
,1 • AS SHOWN I N TH1S AREA ~ . - - - - _ _ _ FAX: [phone] Q ( )
~ ~ ~ PER DETAIL S,A7 F- EMAIL: appianeng0aol.com
BEFORE ~ \ ; ? > ~ ~ YOU DIG / ~ - WAKE FOREST: -
~ ~ ~ ~ MH STA 16+07.08 cAU ToLL rREE } * CUY OR CONCRETE ANTI-SEEP 331 S. WHITE ST.
1-BOO- / ~ , ~ CO R TO BE P CED 0 150' 632-4949 .r ~ ~ ~ + b CIC WAKE FOREST, N.C. 27587 ~ STA 22 92.82 ( rep ) ENGINEER: [phone]
' ~ O.C. PER DETAIL 8.71 WHEN ,I~ / MH STA 22+53.06 (forward) a ianwiQminds rin .com PP P 9
NORTH ~ ~ C OSSING WETLANDS. CAROLINA ~ ~ - Yc1ANf INDUSTRIES - ENVIRONMENT: [phone]
ONE-CALL ~ - •i ; ' • '»r•, - ExisnNC - CENTER 4~ appianwfe~mindspring.com FAX: [phone]
~ ~ 1 ~ - WORLD WEB: -
~ PLACE FIBERGLASS NETTING l~ w w.ap rs.com
These plans are for bidding purposes only and ' t be used os Construction drawin s ~ IN DITCH ON DISTURBED ~ are not o 9 , STREAM BED PER DETAIL 103.9 ~ ` nr~~
unless initialed and doted as approved for (15'x 25')
Construction below by the Engineer. ~ ,,~••~~-••w.r.. E Si F 04;~,y ,
Approved for Construction: 9 :Q
Date: SE -
8421 "s
RECORD DRAWINGS These drawings are believed to be o correct •.NC I NEE,.
representation of actual field conditions but ~~9 ~ J~~ i~~i~ ~ , 't~~~~
are not warranted os such. ~ ~nnn~~~
•v
By: Datc _ N0. STATION TOP INV(OUT) INV(IN) INV(IN) REMARKS
CON3TRUC110N SAFETY
These drawings do not contain the requirements for EX. 10+00.00 EX. 118.56 EX. 107.43 EX. 107.43 PRO. 107.53 EXISTING
job safety. All provisions for safety shall be the sole t t0+80.54 114.97 107.84 107.92 0= 7.13' , MOORBASE responsibility of the contractor.
2 13+18.15 119.48 108.85 108.93 D=10.63' , MOORBASE, FLAT TOP
EXISTIPK~ COI~TIONB~ 3 16+07.08 120.53 110.07 110.15 0=10.46' , MoORBASE, FLAT TOP The contractor shall be responsible for reviewing oil 4 20+06.01 116.86 111.73 111.81 0= 5.13' , MOORBASE, FLAT TOP
existing job conditions. Any adverse existing conditions SCALE: 1" = 50'
affecting work shown on these drawings shall be SA 20+80.90 117.22 112.09 112.17 D=5.13' , MOORBASE, FLAT TOP SCALE: 1"
brought to the attention of the engineer for possible 22+92.82 (bock) 11 1 113.00 113.08 D= 5.13' MOORBASE FLAT TOP 0 50 100 clarification or reconciliation. 5 22+53.06 (forward) 8 3 ' 100 125 i50 175 200 ~
4 ~A 5 5
x. 1 2 3
o I
o a II i ~ + ~ o ~ n I aDW s ~
~ lei 0~0 Or ~ t O Y1 + EX. OAOUNO- - - * ~ I F,~ ~ a~ I ~d • a~ ~ cNV v ~ ~ ~o r o ~ ~ ~ v 3
o I t I ~ ~
125 a= i r~ ti~ 125 ~
x o x Z z Y= o i ! _ w~ = W.. a z 3~ 1 k ~a5 m • ~ k. ~ N M Oi N M
~ < < I I i
0 ~ 'r ~ Z~ $ m $ ! 1. _ ~ NOTE: ROVIDE ANC ORS ON PIP N N fORS ON PIP WHEN SET LED COVER
x0 ~ A o F I I DO NOT ALTER EXISTING ~ 1 . g yEp (OP PIPE TO SURFACE) I SURFACE) I LESS THA 10". N ~ ~
a a W ~ " SURFACE GRADE IN WETUNOS. , _ + + + I 120 <~vo!oo I I $ 120 ` ~ ~ ~ e;•
I -
~ ~ ~ ~
APPROX 1D0 YEAR ~ I / i" / \ ~ ~ h
FLOOD V- 113.64 / 1 ~ i'~~ ~M-
i' . , ~ II I , -r'~ ~ PPROX, 100 YR. LOOD ELEVATION _ i 115
~ I II _ _ - I v
II II - - ~ 208 LF 12" DIP N Q = 71 LF 12 DIP -
II I I BOTTOM DITCH 1 9.8, ~ 0
II l) TOP ENCASEMEN 109.28 ~ I I I~ ss; o +o.+x N ~ ~ + ,4x Of *i +o.4x ss e W >
I I ~ PLACE FIBERGLA S NETTING I I 395 LF 12' DIP +0.4>r I I (15'Wx25 L) - + +
III ON DISTURBED gTREAM BANK 1 _ ; 2dS LF 12" DIP SS ~ +0,4X N 110 L Y N N ` T
II 177 LF 12" DIP +0.4>< I I SS 0 +0.4X 234 LF 12" DIP SS ~ PLACE 12" DIP NCRETE ~ ANCHOR ON EAC 18' JT. Q Q I ~ ~
1 II I A5 SHON41 MI S AREA - ~ ~ ~
L ! I (PER DETAIL 8.4 PLACE N ~ ~ o ANCHOR 4'f FR BEII END.
CON .ENCASEMENT - SE DETAIL 8.13 Q W W ~ o
W ~ 105 N
J
j CUY OR CONCRETE ANTI-SEEP ' a ~ N ~o ; C4LUR TO BE PUCED 0 150 n I I
O N r * ~ I N , ~ Q.C. PER DETAIL 8.71 WHEN I U U o ~ ~ a
~ o ~ ( ~ ! CROSSING WETLANDS.
~M a IW oa ? ~ .r v~i W? ~ .-P sN 4p ry ~ W , N Q Q K1 n rn O ~ ~ o n o n o ` ` ~
F O ~ f` Of ~ ~ ~ O~ O ' i ~ i O pp N ~ M O U ~ N Mj \
~ ~ OZ > O ~ ~ I i- Z m F- ~ 1 li I H ~ F ~ F ~
~ 00 D 7 I p Z i i ~ Z i Z ? ~ Z ~ Z - N
~ N c o I N N ' N ~J N ry Z Z ~ in N N N N N N ~ ~
i I ! ! I, 95 Xx~ X ZZ ~ > > ~7J ~ ; Z Z Z Z Z Z ~ ~ ~ -T - - _ ~ ~
ww a. w ~ - - I I I - - r , _ , _ _
i
Z
90 N 90 N
-00 19+00 20+00 21+00 22+00 2300 96-108 ~
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 D-0622
v
CE-2

.,i .jl~~ IJ 1ti .~.F>~F~I;u~ :.,n:.~illniy t n ~i i.:~•r e,, I' II Jr ,iwu,~~~ i~•i.c t,~-x~i~ ;n F,ar c:1 I~,_,li„!r er l~, „t ~x:r c I~,r Not ticulur ~i~e „i L~ul~lr~y irr,pra~ernenl un~ iernait~~ IY-,e Nri,F7erl~ of the Lnyin eer far use ~ h.]cr his Super visl~,r IVo rap(Uducliun .,r other use iS allUw s use is allowed without hiy perrni~5~•~~~
J s=
- -
_ - ~ \ - - - x. ,~n,u+us . ~
~ E m o
I~IF'I .A 32+05.63 \ ~1 ~~v <;
l
N0. STATION TOP INV OUT INV(IN) INV(IN) REMARKS • • ~ ~ / ( ) .........'.4 . , /
. ~ p~CU EASEMENT - 6 26+11.63 117..13 114.50 114.58 D= 2.63' ,SHALLOW I~H, FLAT TOP J ~ 20 _ _ _ - - _ ~ _ _ N ENT DkU EASEM - y 147.71' ~ \ F _ ~ a ~ ~ _ rn vmi UU
7 28+67.63 118.22 115.59 115.67 D= 2.63' ,SHALLOW MH, FLAT TOP 1 ~ ~ ~ • ~ _ _ _ - - - g ~ ~ r. ~ ~ \ i O
J ~ - - ~ - 8 32+05.63 120.64 117.01 117.09 D= 3,63' ,SHALLOW ~IH, FLAT TOP I FF • ~ • • • / _ - - - - ~ - rFnANDS- i5.6eACR£S- \ I p
11 .30 118.38 D= 4.13' , MOORBASE, FLAT TOP ' 9 35+11.63 122.43 8 ~ / _ - - _ _ _ _ - - ~ ~ SMIAIF \ 0 F i - T- ` a
. / - - TEM~'• 10' UTIL EASEM r...~ x P. 10' UTIL EASEMEN ~ ~ ~ 8 ~ \ ~ - ~ ~ ~ ~ w ~ w ~ \ th
/ ` / I ~ ~ ~ ` W m
~ / 1.~.:.:.....0......i / / / ~ ~ ~ \ m ~ ~ ~ ~ ~ NO WETLANDS SURVEY z ~ ~
/ ~ , / I ~ ~ \ w ~ • ` ~ \ PERFORMED. APPROX. ~ a ~
•........l / 5 ~ ' / IuIH STA 28+67.63 ! ~ y / / ,ti 3+67.63 ~ WETLANDS LINE SHOWN \ o o
/ / ~ ` ~
~ ...;r , , ~ II
ti .....y.......--..--.....,.. / , ~ ` ~ MH STA 35+11.63 ~
0 / ~3) ~ o
ti , / . \ < i ~ 1 ° N
. , , V", , , , / PUCE i 1 DIP CONCRETE ~ 1 W \ 1
• • ~ / < ANCHOR ON EACH 18' JT. / r Q Q 1 1 1 ~ N d
• ~ / / / AS SHOWN IN THIS AREA .~.•.•.x..~..~.~.'...~..•.~~.•.•.~.•..•. / PER DETAIL 8.47 1 1 ~ ~ oa 1 o w Z
/ 1 1 1
.......I..~ / / 1 1 1 1 1 1 IN
~ / 4/ / 1 1 ,~o.
/ ~ 1 .1 2° °
~ ~'0 IwC ~,1 1 ~1~ ¦ ¦ ¦ ¦
~ ~a ~ / 1 0.1 1 ac 1~ ~
i:::..: 1 ~ i. ~~1 1 1~
0 ~ • ~ / ~ 1 < 1 1 IZ.~ i1 1 1
/ . . . , , IuW STA 26+11.63 1.~ 1 1 1 CONSULTING ENGINEERS, P.A.
1 1 1 CIVIL MUNICIPAL do
/ ~ 1 1 1 STRUCTURAL ENGINEERS
/ \1 1 1 COMPREHENSIVE ~1 1 1 _ 1 1 ENVIRONMENTAL SERVICES
i / 1 y . 1 - ROCKY MOUNT: - 1 1~ 1 841 SOUTH WESLEYAN BLVD.
/ / 1 1 ~q~ ROCKY MOUNT, N.C. 27804
, ~ y... n / / 1 1 ~ ~ PHONE: [phone] ( )
r.:...;. . 1 FAX: [phone] \ \
1 1 1 \ EMAIL• appian•ng0aol.com
1 1 1 ~ -WAKE FOREST: - 1 1 1- 331 S. WHITE ST.
1 1 `n ~ WAKE FOREST N.C. 27587
BEFORE ~/?0 DO NOT ALTER EXISTING YOU DIG / / ' / e 1'.'....' y4' T'' 7 k ENGINEER: [phone] 3
CALL TaL FREE II /,o// ~ SURFACE GRADE IN WETUN , 1-800- 1 g / P? appianwfOmindspring.com
632-4949 • ~ • ~ f / ~ /o ENVIRONMENT: [phone] appianwf•Omindspring.com
NORTH ~ ~ • • .•i.'. / i , CUY OR CONCRETE ANTI-SEEP FAX: [phone]
CAROLINA ~ , , , , . / ,%,Q ~ COLUR TO 8E PUCED 0 1 SO' ONE CALL e - LD WID EB: -
S ~ / O.C. PER DETAIL 8.71 WHEN CENTER ~ ~ • CROS ING WETUN ww. pia • n• m
i...... ~ n
These Ions are for biddin ur oses onl and P 9 P P Y
are not to be used as Construction drawings
unless initloled and dated as approved for Q
Construction below by the Engineer, SEAL
Approved for Construction: 8421
Date:
F~COFn DRAWM1K,iB ~i,~i
These drawings are believed to be a correct
repreeentailon of actual field conditions but are not warranted a: such.
gy; Date: Z
C~~U~~ SAY These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXIB1~10 CO~fTION~
The contractor shall be responsible for reviewing all SCALE: 1' = 50'
existing Job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be brought to the attention of the engineer for possible 0 50 100 125 150 175 200
clor111cation or reconciliation.
6 7 8 9 ~
~ n M
n n N ' ~ ~ ~ ' om R ~ d Ek. GROUND-----•---
~p ~ e1 ~ ~ N ~ ~ n ~ M a
~7V I~ r ~ H ~ ~j
1Q - _ a-a _ - _ _ __S - _ I 2 $ z O _ = g _ - _ _ = g _ _ _ _ - -
j 1 ~ 1 ie i~
I T: P ANC SON P+PE N TTL D C4V R r N+3 f SE E
(T PaPE IO ACE) 1S IbY1N t 1~ • 50' HGR 1 - 5 vER ~
125
125
DO NOT ALTER EXISTING _ L SURFACE GRAgE IN WETLANDS.
DO NOT ALTER EXISTING SURFACE GRADE IN WETUNDS. ~ _ _ _
20
120 ~ \ i _ _ - _ - - - - - _
i~~~- ~ ss • +a4x Q L
N _ N I _ -
? ~ ! _ ~ c
i _ ~ 334 LF 11~ I~ ~ +0.4% ~ _ W v {IC ~ Y
1~ IN - - , - _ - - -
355 LF - - 252 LF 12" OIP SS a +0.4% CLAY OR CONCRETE ANTI-SEEP ~ °
COLLAR fi0 8€ PLACED 0 150' ~ O.C. RER DETAIL 8.~1 WHEN a
CFOSSIPIG WET1A>YQS. Q ~ ~ ~
PLACE 12" DIP CONCRETE
CUY OR CONCRETE ANTI-SEEP ANCHOR ON EACH i8' JT. IN THIS AREA AS SHO1W CUY OR CONCRETE ANTI-SEEP ~ ~
~ CED 0 X50' PER DETAIL 8.47 PLACE COLLAR TO ~E PLACED 0 T5D Q COLUR TO BE PU ( ) ~
O.C. PER DETAIL 8.71 WHEN ~H~ 4 FReM eEL1. ~ O.C. PER-flffiAtl 8.71 WH€k N N
~ CROSStN6 NDS. CR4SSlAIG WETLANDS. 105 0 ~ . o ~ G _O _ - - - O
f ~ - - - - - - - h n r ~ i ri i n 0---_. - O ~ \ n ~ m ~
r ~ r ~ r r ~
2 ? ~ z ~ C i , ~ Z z N ~ - ~ - o : . .
N N N N ~ N N N N m
~ ~ ~ ~ 1 IV1/ Z Z - I - - ~ ~ ~ 3 Z Z Z_ Z_ ~ ~ _ _ _ _ ~ /A N
- i - ~ Z - - - - - -
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i 0
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N IL Z N
95 LO O 195 1
96-108 0
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+ 32+00 33+00 34+00 35+00 36+00 37+00 / D-0622
v
CE-3 0

het use is silo Ned wilhu„I hip, perm r>>,ir,n
:~'1 i.,~h yiiyhl lyyfj Aphian C~~n•;ulliny lnyin~ri y, h~~r~~- Ali nw~i h~i~u L,~,~i~ In ul„u,~~J a~, u~r,li ~,~ii[•iil~, ,~I ~~ri .i,u i~,i a particular ~.il~~ t;uildinq iinpr u~,erne~iil and rernnln5 the (~r Uherly Uf Uri. Inyineer for use .~~.Irr his super ~.r~,,ai N~: f2pr odu~li,n~ ur olhef use is all LENGTH PER PLANS
U 0] < _
p U Y
Y ~
m p
TOP OF STREAM BANK L ~
w N_ ~ o Z W
2' o v U Z
WALL THICKNESS PER PLANS TOP OF STEEL ENCASEMENT PIPE ~3 STONE CLASS II RIP RAP ~ ~ w
NOT TO SCALE REV. 9-1-92 , 2 I a e'-12' 1 ~
TYP. 18' JT, DIP CARRER PIPE SLS' JOSIT DIP ~ I ~ ~ Q vD ~ W
FLOW STREAM BED O F o - a ~
FILL SPACE W/ CONCRETE PIPE SUPPORT ASSEMBLY 6" MAX. U Z 6' MIN. W ~
AT EACH END OR PROVIDE SEE DETAIL BRICK ek MORTAR p W > W Z
NOTES: 1. APPLY uME, FERTNIIER AND SEED BEFpIE LAYING THE NET OR MAT, 8' MIN. ~ m TOE DAM INTO Z ~ N BED OF DITCH 3 Q
1. CREASE ENCASEMENT PIPE AS REGUIRED FOR EASE OF INSTALLATION. 2. START LAYNG THE NET FROM THE TOP a THE CHANNEL OR SLOPE AND uNRau IT DOYRI THE n o ~ SECTION A-A
2. INSTALLATION BY DRY BORE k JACKING. GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT MITHOUT VNt1NKlES - DO NOT STRETCH. 3. STEEL PIPE TO BE 35,000 PSI MIN. YIELD STRENGTH. MAT OR BLANxET -TYPE PRODUCT SHOULD PROVDE AT LEAST JOlE C01fRACE a liE !JR?AQ A Q W
WERE IT IS AIPlEO. 3. TO SECURE THE NET, BURY 111E UPffi.OPE END EI A SLOT OR TRENCH NO LESS THAN a NICIES DEEP, p O m IW- Fw- ~
COVER NI1H 90R. ANO TAMP FTRiIY AS SHOWN. STAPLE 111E NET EVERY 12 MICIES ACROSS THE TOP ENO AND EVERY J iOpT A•gJNO THE EDGES AND BOTTOM. MHERE 2 STRIPS a NET ARE • ~ ' Z Z Q
LAVED 9DE BY >DE. 1NE ADJAQNT EDOFS SHOULD BE OVERLAPPED 3 INCHES AND STAMJ:/D TOQIHER. ' •VARIES • , ' ~ ' ' . • ~ A NO PAN, ' S TED ON L S V1 U1 ' 12 ' 3 STONE ~ MIN. 24' FOR CLASS II Q Q
NOT TO SCALE REV, 8-12-92 EACH sTRP a NETINIG 5110ULD ALaD BE STAPLED DOMN 11E CENTER, EVERY J FOOT. DO NOT STRETCH 1FE NET WHEN A/PL1e1G STA1lEi 18' fOR CLASS I ~
4. TO JOIN TYq S1RNS, CUT A TRENCH AND ANCHOR THE END OT THE NEW NET. OVERLAP 11E END a FLOV 1HE PREVNXK ROLL 1• Mlg1E; Aa lIOWN, Alp STAPLE EVERY 12 INCHES JUST _ FLOW Q ~
BELOW TFE ANCllpt YOT - CARRIER PIPE CASING PIPE PIPE SUPPORT ASSEMBLY MARK NUMBER DIMENSIONS _ N OF ~ N A. BURY THE TOPE D THE MATTING STRWS IN A - w
RAILROAD HIGHWAY ENCAS'T MAWTENANCE: NISPECT ALL MULCHES PERIOgCALLY, AFTER RAWSTORUS TO CHECK FOR RILL EROSION, gSLOCAtiON, 1 4 A B C I.D. OR FAILURE. WHEN ER0910N IS OBSERVED, APPLY ADDI110NAL MULCH. W WA9i0UT OCCURS, REPAIR TRENCH 8 MIG,ES OR Q J a MORE IN DEPTH. CHANNEL BOTTOM WIDTH " ~ Q ~ N
NOMINAL DIA. O.D. O.D. WALL O.D. WALL C W T B A T B T THE SLOPE GRADE, BElte, AND RESISTALL LNA,011. CONTRNIE a1SPECTIONS UNiT VfQTAlION IS Flallr ESTA11»eD. ~ ~ O
12" 13.20" 24" .407" 24" .344' 6" 2" 3/8" 4' 3 3/4" 3/8" 4" 3/B' 1/2" DIA. 1 REO'D 22.20 3' 1 3/e' A w Z T _ - _
18" 19.50" 30" ,469" 30' .312" 8' 3" 3/8' 6' 3 1/4' 3/8" 6' 3/8" 3/4" DIA. 1 REO'D 27.50' 3' t 3/e' i A .7 ' GU ~ INRE ~'L r~, ~ FA T
30" 3200" 42' ,563" 42" .469" 12" 4' 3/8" 10" 2 1/2" 1/2' 10' 1/2" 1/2" DIA. 1 REO'D 38 S 3 1 3/e to 1 1 R 'D 14.05' 1 7 8" 3 4" ~"~'i>~il~~~~~
B" 9.05" 16' .281" 16" .251" 6" 2' 3/8" 4" 1 3/4' 3/8" 3" 3/8" /2' DIA EO / / c 6" 6.90" 12' .251" t2" .251" 5" 1" 3/8' 3" 1" 3/8" J" J/8" 1/2" DIA. 1 REO'D 10.40' 1 7/B' 3/4" FLOV FLOW
t4' 15.30' 24' 40T 24' .344' 6" 2" 3/8' 4' 2 J/4" 3/8' 4" 3/8" 1/2" DIA. 1 REO'D 22.30" 3" 1 J/B"
* DHENSIONS ARE YATHOUT COATINGS -i I--1 1/1' - _ _
1 B B. TAMP THE TRENCH FULL OF
A - ~ir i SOIL. SECURE WITH ROW OF STAPLES, 10 INCH
I ~ SPACING. 4 NICHES DOWN T~ Tom„ CONSULTING ENGINEERS, P.A.
~~fr~ ;ll~~ CASING PIPE 1 ; F ~ ) I i I rf/; ;(~i i ~ , CIVIL, MUNICIPAL &
i l 1 CANKER PPE ;rl T T N N R S RUC URAL E GI EE S
1 ~ 1~ ~1' ~ ~ FLOV 2 ~ - CONSTRUCTION SPECIFICATIONS COMPREHENSIVE FLOW ENVIRONMENTAL SERVICES
2 ~ iI 1. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION,
I{ ` - , I ~ 1 .f " ROOTS, AND OTHER OBJECTIONABLE MATERIAL. - ROCKY MOUNT: - '9 841 SOUTH WESLEYAN BLVD. PO
tJ! Jrf ~ ! ~ PRESS ENDS 8 INCHES ~ I' ~ - ~O 2. GRADE THE ROAD FOUNDATION SO THAT THE ENTRANCE/ ROCKY MOUNT, N.C. 27804
CARRIER B INTO THE SOIL AROUND PIPE 45' C STRUCTURES AND STAPLE • s t ; ~ ~ ~ I ' - _ - SO M~ EXIT WILL HAVE A CROSS SLOPE TO THE SOUTH AND PHONE: [phone] C. OVERLAP -BURY UPPER END N, ( )
SECURELY -~,f-vJ`,l; ~I''~'' ` !~I ' _ ai LoWER STRIP As IN 'A' QJ ALL RUNOFF WILL DRAIN TO THE BLOCK AND GRAVEL FAX: [phone] - i'J `I~; ~h AND 'B'. OVEI0.AP END OF , . ~ ~ . DROP INLET PROTECTION STRUCTURE. EMAIL: a ianen Oaol.com
i. - WHEN USING NETTING IN CHANNELS, ROLL WT STRIPS Of 'I TOP sT~P to waifs Ara :>:rs, PP 9 `I STAPLE. ~ - n" ; -WAKE FOREST: -
NETTING PARALLEL TO THE DNiECTION OF FLOW AND OVER ~ 4.f 4 THE PROTECTIVE MULCH, p 3. PUCE STONE TO THE DIMENSIONS, GRADE AND ELEVATION off' sl+owN. 331 S. WHITE ST.
FLOV J _ FLOW j CS ~ ~ , t'S WAKE FOREST, N.C. 27587
103.08 -DETAIL FOR STABILIZING . - ~ 4. USE WASHED STONE 2" TO 3" IN SIZE. ENGINEER: [phone] 6' MIN. , ~ p. , _ appianwfOmindspring.com X y -
2 ~ HA
2 C NNELS WITH JUTE THATCHING - „ 1 T T ~ ~ ~ 2-3' CO SE AGGREGATE NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO ENVIRONMENT: [phone] r;=:- - ,X~ ~ . pR appianwfe0mindspring.com
EXCELSIOR BLANKETS 1 D. EROSION STOP - iOLD aF (SURGE PN.E STONE RECOMMENDED) ,g EVENT MUD OR SEDIMENT FROM LEAVING THE _ MArnNC BuRIEO IN SLIT SITE. SHOULD MUD BE TRACKED OR WASHED ONTO FAX: [phone]
< ~ AND FIBERGLASS NETTING a TRENCH AND TAMPED ROAD, IT MUST BE REMOVED IMMEDIATELY. - WORLD ,.i WEB: - I DOUBLE ROW OF
SECTION A-A N NOT To scALE REV. ~-,~-DD ~,I 1 T 'ai ;l sTAPLES. 6' HUMP TO DIVERT ww.a ~ a engin rs.com
RUNOFF FROM PAVED LEVEL SECTION _A SPREADER d~ Ili A I ROAD.
1' I B ~ 1• 36,0' MIN. 4,0' 10,0' SSI '
r G B ROAD 0 OF ' 1'
A 2X SLOPE .o rt,'y~r;`'
A ~~,r ~ , r SE L NOT TO SCALE REV. 7-18-94 - 8?21
SECTION 8-B - 2-3' WASHED STONE (SURGE PILE STONE RECOMMENDED)
NOT TO SCALE REV. 10-19-94 '•.f GRAVEL ENTRANCE/EXIT: WIDTH-15.0' FLARED TO 25.0' AT RCAD
LENGTH 50.0' ~ • JO
GRADE-2.0~ ~NUluu?N~
2• I~'o
z~
U
REV. 11-1h~1
® ER MAIN EW
1. No work is to begin along any public roadway without an approved copy of the I copy of the encroachment 8. Lengths of sewer pips have been rounded to the nearest foot. Measurements on sewer lines
permit In hand. are straight line distances between manholes.
2. Unless noted otherwise, manholes are to be precast concrete manholes with ec~ ales with eccentric cones, 9. The co leted s stem shall be subjected to either an infiltration test or a low ressure air ss>. ~ nMP Y ~ J P ~
rubber boots and moorbases. Manholes to meet AASHTO M-199. test when pipe has less than 2 of water above top of pipe. Contact Engineer for procedures for
3. The following pipe specifications apply only when that material is shown on the ,hown on the plans or specified low pnwun test. Manhole: to be subjected to a vacume test.
in the Contract Documents for the specific project being bid or constructed. D lstructed. Do not substitute 10. The Contractor shall make arrangements with the local utility authority when connecting to 1~I¦
without written approval from the Engineer. existing manholes or mains. ~
a, CLAY PIPES: Clay pipe shall be extra strength VCP conforming to ASTM C- to ASTM C-700 or 11. OMITTED i. -
_ _ a$ ~ ~ N ASTM C-200. Joints in clay pipe shall conform to ASTM C-425. III ~illl- =IIII~:III -..111 III , 1. Wrfften concurrence from NCOEHNR is required If the utllffy Iln• h installed parallel to b. OMITTED
If II and closer than 10 feet (3 mden) to a streom or if the utllfty line crosses a :trwm - 12. OMITTED
-III II- 111 ~ channel at less than 7S degrees or more than 10S degras (i.e., not perpendicular C. OMITTED
III=-III III =1~1 streom crossing) of the streom bank. d. DIP SEWER PIPE: Ductile Iron Gravlt Sewer pi a shall be pressure Class 3 Y 1-11 I. I 2. Conatructlon corrldon parallel to steams shall be placed of the furthest distance lure Class 350 Ductile Iron - ~
,III_ -III. from the streom to the maximum sxteni proctlcoble; Plpe for all pipe up to and including 12" and shall conform to ASTM A 74 > ASTM A 746 and ANSI/ 13. OMITTED
I ~ 3. That estabnsh•d sediment and erosion control pracMces are utilized to prevent AWWA C151 A21.51.91. Ductile Iron Sewer Pipe interior Lining shall meet AN I / hall meet ANSI/AWWA -
ICI violations of the approprtoie turbidity water quolHy standard (50 NTUa in streams I ' r not desl nosed o: trout waters b NCDEHNR• 25 NTUs In all salt water C104/A21.4 for Ductile Iron Force Mains, these same standards shall app y and eve s 9 and reservotrs• and 10 NTUs In trout waters . All sedtm.nt shall be ductile Iron in accordance wi#h the requirements of ANSI/AWWA C1 shall apply. Fittings 14. Contractpr shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench. ~
- UTILITY LINE CIaSS•S, and all lakes , ) ISI/AWWA C153/A21.53, All sedinhentation control measures shall be kept in operable condition until a stand of grass is II conform to ANSI/AWWA established and the area is capable of resisting erosion by wind and rain. All erosion control ` a~
(DUMETER VARIES) and •roslon control measures placed in w•Nands shoo be removed and the natural ANSI/AWWA C110/A21.10. Mechanical joints and slip joints shall conform t~ grade rator•d after the Dlvi:ion of Lond Resouroa ha: released ih• project, C111/A21.11 measure= shall be removed when authorized by the Engineer after the completion of the project. ~
CLASS B CONCRETE 4. Annual species suitable for wd locations shall be pbnted wMhin Jurlsdlctlonal 15. All excavated wood and rocks shall be disposed off site by the Contractor. Bury will not be
OR COMPACTED CLAY wetlands for aotl and erosion control. Perennials such os feBCU• are prohibited; 4. Pipe bedding on alt pipe to be minimum Class C, 5. No fertilizer shalt be applied within 10 feet (3 mden) of streams; N permitted on-site. *i
6. The construction corridor (tncludlnp access roads and stockptllnq of materials) is 5. Any well pointing, dewatering, etc, needed during sewer construction is to be it ~__-_=-_ii-~ limited to 40 feet (12.2 meters) In width and must be mtnlmt:ed to the maximum cost of the line laid. Utilize select fill from on-site for trench borrow when rn 1 is to be included in the 16. OMITTED
I, L I ll i 1,11- exbni practicable. 'row when needed. If material -
III 7, Mea:ur•s shall be tok.n to pnwnl Iles or fresh concrete from coming into contact of a select nature is not available, bring in from oft-site. Verify availability w 6" TRENCH 1MDTH NOT fi" availability with Geotechnical -
TO EXCEED 40' with wat•n of the state until the concrete has hardened; Engineer if questionable. 8. Permanent, maintained access corridors shall be ralrtcted to minimum width 6. The minimum clearances for water, sewer and storm drainage lines shall be a I shall be as follows: 17. Contractor shall take proper precautions not to disturb existing property corner markers. All
practicable and shall not exceed 10 feet (3 meters) In width except of manhole disturbed property corner markers shall be replaced by a Registered Land Surveyor.
T~ locations. A 10 feet (3 meter) by 10 feet (3 mden) perpendicular vehicle Between Horizontal Vertical turnaround must b• spaced at Last S00 fed (152.4 m•t.n) sport. Water and Sewer 10 18 w/water above sew r above sewer 18. Contractpr shall provide Class I rip rap on all disturbed stream banks and bottoms immediately s~
9. An anti-seep collar shall b• placed of the downstream (utility Ilne gradient) wetland Water and Storm Drafno e - 12" after crasaing. ell
boundary and every 150 feet (48.7 meters) up ihs prodlent until the utility exits the g wetland for burled utility Iin•s. Anti-sap colon may be constructed with claw: B Sewer and Storm Drainage - 12" 19. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and ` Y
ELI -iii-ii_I__ ill. -;Ili ail; concret. or compacted clay. Perpendicular wdlond cro::lops lest than 15o tat 7. Maximum allowable infiltration rate at the outlet end of the sewer pipe shall nl i e shall not exceed 100 silt fence shall be included in unit price bid unless a unit price has been rovided in the ro osal. e¦~ PP P P P
II--III-II III -III 45.7 mden) Ion do not re uire anti-sap collars. allons •r des er one mch of I e nominal diameter er mile of i e lee th -III= cLASS B corlcRETF oR ( 9 q 9 P Y P P P P P•P 9 I_,;111_111- coMPACTED cLAY 'pipe length along the entire 20. OMITTED _ ~
III. 1 III aNTI-SEEP coLLAR - The compacted cloy shall have a specific dlscharQe of 1x10 cm/sec or less. A system. II--III I' MAX. sPAaNG 15a' o.c. section and pkn view dloprom is dtached fa compacted clay and concrete anti- _ s a
i I_I 1-=11 I I I - seep collars. 21. No work is to begin until permit is in hand from the NCDEHNR approving line placement.
L N 10. Placement of rip rap is restricted to stream bollom and banks directly impacted by 22. OMITTED ~ °
the placement of the utility Ilne. The streom berm must be redored to the original contour after condructbn.
s' s' 11. There shall be no permanent change: in precondructlon e~ a
I I-- I elevotlon contours In wahn or wdlands. Ths deelpner /contractor will haw o =1-_I l i I_I I _ I I.-_!: specific plan for restoring wetland contours. AELy excess moierial will be nmowd 23. MANHOLI; CASTINGS: Vulcan v-1984-95 adjustable or approved equal.
-III- _I I = L I III to a high ground disposal area; 24. Exiatin nh I ~ ° g Ma o es or Wetwells qualify as confined and require compliance with OSHA Confined N
II-111=-III III=--III---I 12. The oboes pulde Ilnes generally follow the COE Natbnwide Permit 11 or Regional N - WETLANDS Permit 049 (U1111ty line backflll and bedding). However, deslpner / developer / _ Access Entry" requirements. Certified equipment, proper notification and other applicable equipment REV. 2-1 99
contractor la responsible for filing necessary permlh and folbwing any other 1. OMITTED and or devices may be necessary to protect workers, after system is operational, from hydrogen- ~ ° sulfide gas build-up or an otherwise oxygen-less environment.
PL~ guideline: applicable under such permits. 25. The conitiractor shall provide to Engineer, upon completion of water and sewer construction, record
drawings of the sewer inatollaiion specifically showing/depicting any deviations from the permitted
~ - 2. OMITTED plans. Plans are to be marked in red and submitted to Engineer. The final ayment request will " ,P °
not be submitted to the owner nor will a certificate of substantial completion be issued until these
NOT TO SCALE REV. 11-14-97 3. This sih has been evaluated for 404 Jurisdictional Wetlands and the wetlands "red-lined plans" have been completed and received by the Engineer. ~ 3 Ie wetlands have been surveyed
--J -..-8..~~J i~_ sic n____ _e r__:_---- n_ a_i_I ..._u_,.a 1,.,..,....r• _-a I_ ......_.a. , is 26. Utility contractor is responsible for notifying local authority of time and date he plans to commence ~ to
Una Gvnrirmsa Dr IF16 w Many %,urps v1 Lnyinaars. iris WWI wsnunu nnNuvi uiiu iniNuui WA%.vWus ,/.r ul ill v„1v5 construction. Wr 1
therefore, a 404 Wetland Permit and a 401 Water Ouolity Permit are required. -e required. Grading and land 27. Sewers entering or crossing streams shall be constructed of Class 350 Ductile Iron Pie with 0 o Netland disturbance shall not exceed p
disturbance shall only take place in permitted wetland fill areas. Wetland distu mechanical joints that conform to ANSI/AWWA C111/A21.11. he Contractor has in hand. 28. For stream crossings in which the proposed sewer is placed below the 25 year flood elevation, a
1 /3 of on acre unless the Wetland Permit has been secured and the Contracto 4. OMITTED u -Z
letter shall be provided by the utility owner upon certification stating: "regular and proper inspection " and maintenance of the aerial crossing shall be provided to insure that the creek/stream flow is not °
96-108 0 impeded and that no damage will be caused to upstream or adjacent properties."
D-0000
CE- 6 0

n s1 a in ,r„rncr t5 „I s~~r.-ice I,~r a x~rtlcul,rr ,;ite ~,r ~,iiitinc irr~rraver~rer t u d rerr+c,irrs tit u,eit of Uie En<ineer for use „r der his su rr.it;i,n Nu re ro<hiclion or other use is ollc i ~,„~~r rlrl 11`)H A.I,f i~ul t.~n~r.allin c) i nyiii- ~a ti, N. 1- if u~, c' rlt rrmii , I-~ Yi:r ,,r L~~'r pr r:1~C E > f ~ ~ 4 f Y ~ P (J they use is' allowed withuui nis perrn~ssion.
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~ N W NO CONSTRUCTION IS TO TAKE PLACE UNTIL McLANE HAS BEEN I ~
CONTACTED. ENGINEER WILL GIVE NOTICE 1.0 McLANE. PROVIDE A ~ Z 1J F
8TA 13+18.15 . ENGINEER WITH A MINIMUM OF 48 HOURS NOTICE BEFORE STAKING U! a z
CLEARING LIMITS. - ~ ~
. . > M/ J m ~ O
Y~ / ~ ~.~...:r:......:.:....::....... Z ~ W
a m Q o 0
~ / \ V p ~ in ~
\ \ ~ / / \ II
- ~ fX. RIP RAP ~ / ~ \ \ ss, .1 \ REPLACE TO A CONDITION / \ \ \ \ \ \ - . ER.'................................ MH STA 20+06.01
\ ~ \ ~ EOUAL TO OR BETTER / DO NOT ALTER EXISTING _ ~ ..u,,.. \ O - ` ~ I ` o
v 's v / / v v ~ v I, SURFACE GRA IN WETLANDS. c 1/ / / A \ p V ' ~ STA 20+80.90 "
\ .y A / / ~ / / \ \ ~ ~ \ \ \ R ~ Q a \ ........~y~.'r:.. VI Ul
\ s, ~ \ \ / / \ \ Sf \ U a a Z
\ \ / ! / / \ \ \ ~ 1. V ~ ~ . A / ~ / / \ \ V ~y ~ ~ .
\ ry~ A ~ / W/ / / A \ V i s, \ ~ / ti / / / / - ,:xrsnac ecsiN - v v v v v 1 - - ~ \ 1 .
SEE APPIAN PLANS DATEC / \ \ \V r \ \ / ; / / / DO NOT DISTURB - - t.
SEPT. 9, 1994 FOR INFORMATION \ ` \ 'r~~. / ~ \ \ \ RELATIVE TO THIS LINE. ti,, ~ / V - 4 'b,.......' .
\,~/r. ~ / I`~~ \ \ s \ E~ ~ / w~ \ \
/ / /Pr, \ \ \ 1 \ / p?. / \ \ \ AEI
~ ry a \ \ \ _ moo, D~ EX. MH STA 10+00.00 , , \ _
~ / / J \ , - N $ - - ~ - \ \ \ \ Q¢ ~ \ \ \ \ 1/ O, - -
\ \ \ \ i" g EX. 5' STUB OF 12" DIP V ~ ~ ~ / ,
W/ PLUG 0 0.25>G ~ ~ ~y \ ~ ~ / MATCH EX. STUB ELEV. ~ ~ A / f \ \ \ _ ~ 8 ~ , o - ~ - - - - NT \ ~ H> CONSULTING ENGINEERS, P.A. - ~D, Wt1t \ \ \ \ '............'.r..:.'......~ CIVIL, MUNICIPAL ~C
AND PROCEED. • / / r 10 ~ ~ / r - tf~ ~ ~ ~ ry , : _ ~ _ . f ~ ~ ~y STRUCTURAL ENGINEERS
i w r i ~ y\' ' \ / / \ \ \ ~ cP 12016' ~ ~ \ \ o \ \ ~ COMPREHENSIVE
/ SEE APPIAN PLANS DATED ~ \ \ ~d ~ SEPT. 9, 1994 FOR INFORMATION ~ ~ ~ ~ / \ \ , ~ . ~~a ~ ~ ENVIRONMENTAL SERVICES a N
RELATIVE TO THIS LINE. ~ I I ~ ? ~ \ ~ ~ ~ aP MH STA 10+80.54 D~ \ \\'z' \ N ROCKY MOUNT:
~ oQ ~ P~~ : v' ' „ FgsF \ \ \ \ s _ _ _ _ ~ + 841 SOUTH WESLEYAN BLVD. PLACE 12 D1~ CONCRETE b~N1 \ \ 153.18• ~ ~ ~ ROCKY MOUNT, N.C. 27804
ANCHOR ON ~qCH 18~ JT. N PHONE; 252 972-7703
i~ ~ ( ) AS SHOWN IN ~H1S AREA , - - - - _ FAX: [phone] \ ~ Q ( )
PER DETAIL 8 ~7 E- EMAIL• appianMgOaol.com
BEFORE ~ ~ ; / ~ ` r ~ N -WAKE FOREST: -
YOU DIG / P~% • CALL TOLL FREE ~ t' 0 ~ _ MH STA ~+07.08 . 331 S. WHITE ST.
/ w • CUY OR CONCRETE ANTI SEEP , 1 fiDO ~ ~ COLUR TO BE PUCED 0 150 TA 2 +9 back WAKE FOREST, N.C. 27587 tu~-I S 2 2 82 ( ) " ENGINEER: [phone]
632-4949 , ~ ~ / - O.C, PER DETAIL 8.71 WHEN No~TH ~ ~ CAS ING WETUNDS. IuR-I STA 22+53.06 (forward) a ianwfOminds rin .cam PP P 9
CAROLINA , ~ ,,0~ - IIoIANE INOUSiRIES - ENVIRON#IENT: [phone]
ONE-CALL / ~ • ~ ,ur•~~' - EMIS'l1nIG CENTER ,f•• ~ ~ appianwt~mindspring.com
~ ~ Q , l ` ~:~~s~ ~ FAX: [phone]
' ~~r ` -WORLD WEB: -
~ PLACE FIBERGLASS NETTING 1~ These plans an for bidding purposes only and , w w.a rs.com P nn~
ore not to be used as Construction drawin s ~ IN DITCH ON DISTURBED ~ g r STREAM BED PER DETAIL 103.9 ~ unless initialed and dated as approved for (15'>t 25') 'ry ,P ~ ~
Construction below by the Engineer. ~ • 'FE Sro~ y
Approved for Construction: ~ .'f
` SE
Date: 8421
RECOF~ DRAWWGS~
These drawings are believed to be o correct
representation of actual field conditions but ore not warranted as such. Minn iu~~
By: Dc'e: ~-v
N0. STATION TOP INV(OUT) INV(IN) INV(IN) REMARKS CONSTRUCTION SAFETY
These drawings do not contain the requirements for EX. 10+00.00 EX. 118.56 EX. 107.43 EX. 107.43 PRO. 107.SJ EXISTING u
job safety. All provisions for safety shall be the sole 1 10+80.54 114.97 107.84 107.92 D=7.13' , MOORBASE
responsibility of the contractor. 1 13+18.15 119.48 108.85 108.93 0=10.63' , MOORBASE, FLAT TOP
EXISTNG COI~fTIONB 3 16+07.08 120.53 110.07 110.15 D=10.46' , MooRBASE, FLAT TOP
The contractor shall be responsible for reviewing all
existing job conditions. Any advene existing conditions 4 20+06.01 116.86 111.73 111.81 0= 5.13' , MOORBASE, FLAT TOP affecting work shown on these drawings shall be 5A 20+90.90 117,22 112.09 112.17 0=5.13' , MOORBASE, FLAT TOP SCALE: SCALE: 1" = 50'
brought to the attention of the engineer for possible
clarification or reconciliation. 5 X22+92.82 (back) 11813 113.00 113.08 0=5.13' , MOORBASE, FLAT TOP 0 50 1C ,.2+53.06 (forward) 0 100 12S 150 175 200 ~
x. 1 2 3 4 5A 5 5
0
o ~ ~ g s °
+ N O ~ ~ ~ ~ pp ~ C N tp t~ O ~ N ~ ~
~ p a M ~ b N ~ F N
~ a II ~ aI aI <x 125 ~ 125
~ ~ ~o 44 - - - - _ a a X O X Y ~Z .Y I p I I O I g _ m
W F- F W Q ~ Q Q ~ t^ = k' ~ d lL~ m ;m m + + pp
e O~ d r z ~ o °m $ t. _ ~ NOTE: ROVIDE ANC ORS ON PI ;ORS ON PIP WHEN SET LED COVER ~ " = r
x n ~ o o ~ DO NOT ALTER EXISTING 1 = 5 yq OP PIPE TO SURFACE) D SURFACE I LESS THA 10". ~ ~ ~ C
a ~ W + I + + SURFACE GRADE IN WETUNDS. 120 agvo!oa _ ~ 120
I ~
I
_ i' APPROX 100 YEAR i• ~ ~ ~ ~ ~
FLOOD V= 113.64 ~ ~ / N
~c i~ ~ +
I ~ ~ ~ 115 PPROX. 100 YR. LOOD ELEVATION _ v v
II II 2O8'LF 1~" DIP ,Q =
II I I ~ BOTTOM DITCH 1 .8, L L 71 LF 12 DIP ~ - N r L
II II i TOP ENCASEMEN 109.28 ss o +o.4x ~j I ~ ~ ~
lllln ~ I~ II II ~ PLACE fIBERGLA S NETTING 395 ~ 1Y ~ +0,47i I 1 (15'Wx25'L) ~ +0,4% SS 0 + .4% W -
J ON DISTURBED TREAM BANK N N s~ ` Y - - _ - - _ ~ N N
12 215 LF 12' DIP SS ~ +0.41C - - - _ _ - - ~ "DIP _ I 177 LF PLACE 1?' DIP NCRETE
I I SS 0 +0.4;< 234 LF 12' DIP SS 0 +0.4X I ANCHOR ON EAC 18' JT. Q Q I ~ -o AS SHO4hN IN T AREA F' I- ~ U ~
II i L (PER DETAIL 8.4 PLACE (n (n ~ ~
CON . ENCASEEFENT - SE DETAIL 8.13 ANCHOR 4't FR BELL END, ~ ~ Q
J i W ~ _ W W o ~ 105 N
i ~ - _
® CUY OR CONCRETE ANT?-SEEP a
N ~ ~ o CflLUR TO BE PUCED 0 150' I I U U o
r °a i ~ D.C. PER DETAl1 8.71 WHEN ~ ~ o ~ ~ CROSSING WETUNDS. ~ ~ ~ o
IVV pa ? a ~ Xz ~ Q Q N) M oc 100 L
~_A e I ~ to W_ ~ r9 F O ~ Oi ~ p0p~ ~ N ~ MI O O
O! ~ r C O > p F N uj i A ~ ~ r ~ ~ ~
N~ Z m I ~ ~ _ NCO O F O Z ~ - O Z ~ Z ~ Z \
w 1> O N N N N N lV 1 S 1, ! - N N N N IV N N O
~t Z Z ~ ~ m
t xx~ x ' i z i ~ i i ~ > > X71/ ~ 3
N
U) W
O mj :t m Z UD
N N
90 O 9 O
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 +00 19+00 20+00 21+00 22+00 2300 96-108
t_ 0-0622 Z
CE-2

r`r y i~ri t,On9,lflriC in~ineurs, I'.~ Ihese druwin,~, ha,e been prepared a, in;lnirrenl, „f ~,er.i,~: icr a particwar silo r,r rn,ilulny unprovernent and remains the properly of the I.nyineer for use ?ncler his supervisic,n Nc reproduction cx other use is allow .,,,yr~yhl 1yjtS PP< d 1 ier use is allowed without his permission.
U J < _ \ p m U y -
- ~ ~ \ - ' ~ N. NfiLANDS ' ~ ~
E r ~ \ m o
I / A + \ IuiH S 32 05.63
_ ~V _ o _ _ - UI Y
INV OUT INV IN INV IN REMARKS . ~ ~ / N0. STATION TOP ( ) ( ) ( ) _ _
A OW I~H FLAT TOP ~ J 20' DkU EASEMENT _ _ _ - N ' pdcU EASEMENT _ _ _ _ y 17.71' \ F ~ 01 m a
6 26+11.63 117.13 114.50 114.58 D 2.63 SH LL l _ _ _ _ - - O \ ~ !A J
7 28+67,63 118.22 115.59 115.67 D= 2.63' ,SHALLOW fdH, FLAT TOP 1 ~ • _ _ _ _ _ _ o J - MERANDS~ 15.6BACRES- \ I ~ o
8 32+05.63 120.64 117.01 117,09 D= 3.63' ,SHALLOW IAH, FLAT TOP 1 . • ~ / _ _ _ - - - o _ ~ ww. \ OF r
9 35+11.63 122.43 118.30 118.38 D= 4.13' , MOORBASE, FLAT TOP 1 ~ ~ ~ / _ - - - `10' UTIL EASE -10' UTIL EASEMENT ~ a i+IP 8 \ ~ w
x / --I-_ I . / t~.....2~ / w~./ / \ ~ _ w ~ ~ ~ \ ~ o ~
~ ~ ~ W m ~ ~
~ \ . m ~ ` ~ ~ ~ NO WETLANDS SURVEY z w 1 c~ ~ ~ • ` ~ \ PERT ORMED. APPROX. \ ~ Q a
. l /5 ~ ' / iuN-I STA 28+67.63 / _ _ .J .8~7.W ~ ~ ~ ~ , WETLANDS LINE SHOWN \ ~ ~
/ / ~ ,r / , S , ~ S ~ \ II ~ II
ti _ , / ~ MH STA 35-F11.63
0 / / ~ . . .~a~z 4, ~ \ ~ o
~ o- a i
Vr... , / ? PLACE 12 DIP CONCRETE ~ 1 ~ ° N
~ / < ANCHOR ON EACH 18~ JT. Q Q
~ • / AS SHOWN IN THIS AREA / / / ~ ~ ~ ~ ~ 4
..~..t........~..:.}:..:..... / / PER DETAIL 8.47 1 1 a o a ~ 1 1 z 1
1 / / T........~ / / / 1
4~ / ~ ~ \ I ` ~ ~ o.
~ r 1~ti/ / / ~ / / ~ ~ '1 1D
~ / 1 ~o ~0 •~1 ~ ~~y ¦ ¦ ¦ ¦
~ a.~~ / ~ 0.1 ~ ac ¦
~ i 1 1 1;~
~ ~ 1 1Z,~
i / / ~ \ s1 1 1 ~1 ~ ~ CONSULTING ENGINEERS, P.A.
. ` , / MH STA 26+11.63 _ , ~ 1 CIVIL, MUNICIPAL do
. . 0 .....r 1._ _ ~ ~ 1 1 STRUCTURAL ENGINEERS
_ / \ ~ 1 1 COMPREHENSIVE 1 1
/ 1 ~ ~ ENVIRONfJENTAL SERVICES
1 ~ . ~ - ROCKY MOUNT: - ~ ~ ~ ~ 841 SOUTH WESLEYAN BLVD.
• / r. ~ ~ ~ ROCKY MOUNT N.C. 27804
/ / ~ 1~ ~``i`.. ' ` 1 ~ PHONE: [phone]
.r / , ~ ~ ~ \ FAX: [phone]
• 1 ~ ~ EMAIL: appianeng0aol.com 1 ~ ~ v
1 ~ -WAKE FOREST: - 1 ~ ~ 331 S. WHITE ST.
~ ~ ``nn00 WAKE FOREST N.C. 27587
BEFORE • ~/?0 DO NOT ALTER EXISTING / e YOU DIG / T'' 7k ENGINEER: [phone] 3
CALL TOLL rREE ~ /,o/% SURFACE GRADE IN WETLANDS. p+ appianwfOmindspring.cam
1-800- ~...;i~.~ g / /y / ~ 632-4949 f/ / /J ENVIRONMENT: [phone] appianwfe0mindspring.com
~ j / y0 NORTH ~ ~ / CLAY OR CONCRETE ANTI-SEEP FAX: [phone]
CAROLINA ~ ~ • / /%Q COLLAR TO BE PLACED 0 1 S0~ oNE-crew S / O.C. PER DETAIL 8.71 WHEN - LD WID EB: -
CENTER ~ ~ / ww. pia a nee m
'9 CROSSING WETLANDS. ~ n
f r iddin ur oses onl and
These plans are o b g p p y are not to be used as Construction drawings . / ' •'pf E ti
unless inltioled and dated as approved for Q~ 9 7
Construction below by the Engineer. A SE L
Approved for Construction: 8421 "s
Date: •.FpCINEE~.•'•~
F~COf~ DRAMIi~ These drawings are believed to be a correct l . JO~~,. '~nuuuu~~
representation of actual field condition: but 2.•l(n. d
are not warranted o: such.
z~ u
gy; Data:
CONSTRlJCT10N 8AFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole responsibility of the contractor.
EXI8T~IQ COND~TIOt~
The contractor shall be responsible for reviewing oil existing job conditions. Any adverse existing conditions SCALE: i" = 50'
affecting work shown on these drawings shall be 0 50 100 125 150 175 200
brought to the aHention of the engineer for possible clarification or reconciliation.
6 7 8 9 ~.r
~n ~ n n .o
I ~ e i ~ M ~ R N 10 N ~ O m ~ ~ `.rrw..~
O i I N ~ i N N N M ~ h ~ 'M
i <Z it ~ Z H ~ f j IW I~
~ ~ I 3 SL _ { - _ - - - _ } I I _ _ = g _ - - - _ _ _ = g - - _
T r = $ I i ~ ~ ~ ~ ~ st =r
r NOTE: PR ANC SON PIPE HEN SfTTL D COVER S~%AL.ES' r
i T -PIPE ID ACE IS SS THAN 1 1'~- ~ )
I I, r 1 ~ • 5~ vER ` ~
125 125
DO NOT ALTER XISTING ~ E
DO NOT ALTER EXISTING SURFACE GRADE IN WETLANDS. -
SURFACE GRADE IN WETLANDS. ~ ~
120 ~ -i t- - ~ - _
- i ss a +a4x ~ Q
i ~ N ! _ i - +a+x H lF 1Z' ~ °
d ~ I ~ e~
j ~ 334 LF 1r ~ +0.4~ -r-------fi I - ~ I - - IJJ
N I ~ _ Y
- - _ _
3~5 LF 12' DIP SS ~ +0.4~ _ II 252 LF 12" DIP SS 0 +0.4X i v CLAY OR CONCRETE ANTI-SEEP I 'fi'r
~ ~I W ! I I COLLAR TO BE PLACED 0 150' U ~ ?w W - O.C. PER DETAiL $.71 WHEN F
I CROSSING WETLANDS. Q ~ ° ~ ~ N
I ' I 110 I
- - - - - - t - - - - - - - - - - - ~ - - - _ t - - - ' PLACE 12' DIP CONCRETE ~ ~
1 ANCHOR ON EACH 18' JT. CLAY OR CONCRETE ANTI-SEEP ~ ~ pus ~ sH~ CLAY OR CONCRETE ANTI-SEEP
150 PER DETNL 9.47 PLACE COLLAR TO BE PLACED 0 130 COLLAR TO BE PLACED 0 ( ) ~
Q ANCHOR 4' FflOM BEtI fND O.C. PER DETAIL 8.71 WHEN O.C. PER DETAIL 9.71 WHEN ~ I N N
~ CROSSING WETLANDS. CROSSING WETLANDS. 105 o n O -
' h _ _ _ n - t - - - - - - ~ ri u - ~ _O _ ap - _ n p O \ p~ M) _ _ - O
~ h ~ F ~ n ~ ~
z ~ ~ . I ~ ~ \ Z ~ Z N 0
N N N N 1 . ~ . N N N N m
j j > j J ~ ~ J ;
1 7~ ~ z z I Z Z Z Z MN a
VIP
0
j cr)
1-1 Z 'o
9 N O
95 96-108 0
24+00 25+00 26+00 27+00 26+00 29+00 30+00 31+00 32 Z N 32+00 33+00 34+00 35+00 36+00 37+00 D-0622
CE-3 0

,~t;,i~yhl 14)9h ~pl~inn C~nr,~,lliny nilin,~rn,, Ih~~~,r: ili.iwin~l~ I„~„~~ I,rc(,urc~1 u~, in~.lin~n~~u1r, ~,I ~;,~i,-i, a lui a particular ,Ilr ~ buil~iiny irnpr~~~erneiil ,end reni~iiiis the woF~erty of the Fnylneer for use ~ni~k:r his supervi~,i<n~ Nu reprodu~-ll~,n ~,r ulher i~s<, is ulluwt: ~ i~s<, is allowed with~nil liit~ perrni~r,~,~i~
~ ~ _
U m U Y O
j: tr LO p
TOP OF SIRE ~ 6 NK
LENGTH PER PLANS d- IN- TR ~ ~ z EAM R K N L' W
WALL THICKNESS PER PLANS TOP a STEEL ENCASEMENT PIPE n u V I I Z
~3 STONE CLASS II RIP RAP ~ ~ w
NOT TO SCALE REV, 9-1-92 2 I a
TYP. 10' JT. DIP CANNER PIPE SLIP JOINT DIP mi ~ ~
FLOW STREAM BED o F o - a °
FILL SPACE W/ CONCRETE PIPE SUPPORT ASSEMBLY 6' MAX. ~ ~ z
AT EACH END OR PROVIDE SEE DETAk BRICK R MORTAR 6" MIN. w ' ~ ' 1.' ~ W IY Z
NOTES: 1. APPLY LNIE, FERTNJ2ER AND SEED ~fORE LAYING THE NET OR MAT. B' MIN. TOE DAM INTO m w
1. GREASE ENCASEUENT PIPE AS REGUIRED FOR EASE OF INSTALLATION. 2. START LAYRLC THE NET FROM THE TOP a THE CHANNEL OR SLOPE AND uNRaL n DOWN THE 2. INSTALLATION BY DRY BORE dt JACKING. GRADE. ALLOW NEIIRLG TO LAY LOOIELY ON 11IE SOIL BUT w1N0UT WRINKLES - DO NOT STRETCH. BED OF DITCH w 3
3. STEEL PIPE TO BE 35,000 PSI MIN. YIELD STRENGTH. MAT OR BLANKET - TYPE PRODUCT eIOLILD PROVIDE AT LEAIT Soli COVERAGE a TILE •uMAOE WiERE I7 IS APRYD. SECTION A-A n o J A W
3. TO SECURE THE NET, BURY illE IIPSLOPE END W A SLOT OR 1RENCH NO LESS THAN 8 INCHES DEEP, 0 o m
COVER 1N1H 908. AND TAIN FeNILY AS SHOMN. STAPLE 111E NET EVERY 12 INCHES ACROaS THE TOP END AND EVERY 3 FOOT AROUND THE EDGES AND BOTTOM. WHERE 2 STRIPS a NET ARE ° • o 0 0 • z z
LAVED SIDE eY 91DE, THE ADJAClJIT EDGES SHOULD BE 01[RLA/PED 3 INCHES AND STAILEp TOGETHER. NOT TO SCALE REV. B-12-92 EACH STRW a NETTNIG 5110ULD ALBD BE STAPLED D01¦ 1Nf DENIER, EVERY 3 FOOT, DO NOT STRETCH VARIES • ' ' • • • • AS NOTED ON PLANS • , t V1 Ut 2 ' /3 STONE MIN. 24" FOR CLASS II Q Q
THE NET WIDI APPLYING STAllti 18• FOR CLASS I ° FLOW ~ I
4. TO JOIN TWD STIRS, CUT A 1RElICl1 AND ANCHOR THE END OT THE NEW NET. OVERLAP 1HE END a FLOW 7HE PREVIOUS RGIJ. 10 INCHES, AB •IOIW1, AND STAPLE E1tRY 12 INCFIES JUST • Q
BELOW TFIE ANCHOR SLOT CARRIER PIPE CASING PIPE plpE SUppORT ASSEMBLY HARK NUMBER DMIENSIONS A. BURY THE TOP END aF ~ cv THE MATTING STRIPS IN A ,~'r",' TRENCH a R~IES OR W
RAILROAD HIGHWAY ENCAS'T MAWTENANCf: e1B1ECT ALL MULCHES PERKIDICALLY, AFTER AAeISTORMS TO CHECK FOR RILL ER09KR1, DISIOCAnON, I.D. OR FAILURE, WHEN EROeON K OBSERVED Y 110NAL MULCH. IF WA9110UT OCCINtS REPAIR r ii J i~ ~ TH U 1 1-:' i MORE DEP N OTTOM N1 TH ~ ~
NOMINAL DIA. O.D. O.D. WALL O,D. WALL Wt A T T 4 A B C ~ % ' 1 C B 1HE LOPE OAADE, RtOD, AND AEMISTALL IRA,Gt. CDNINMlE INSPECTIONS lMlll VESEUTiON IS fM1LY EsiA~. ~ ~ i Q ~ ~ ~ ~ O
4' 6" 2' 3 B" 4' 3 J 4' 3 B' 4' 3/8' 1 2' DIA. 1 REO'D 21.20 3' 1 3/8' ® 'i ' 12' 13,20' 24' .407' 2 .344 / / / / I ~ ~ o w Z i >
1B" 19.50' 30' .469" 30' .312" 8" 3' 3/B' 6' 3 1/4' 3/8' 6' 3/8' 3/4' DIA. 1 REO'D 27.50' 3' 1 3/B" ;iI TYr-Ril~ I~APLW , L ~ ' . FA T
30' 32.00' 42" .563' 42' .489' 12' 4' 3/8` 10' 2 1/2' 1/2" 10' 1/2' 1/2' DIA. 1 REO'D 38.15' 3' 1 3/B' ,tB GUAQ wIRE ~°''~In~ ' i ' ; I,~
8" 9.05" 16' .282' 16' .251" 6' 2' 3/B" 4' 1 3/4' 3/8' 3' 3/8' 1/2' DIA. 1 REO'D 14.D5' 1 7/8' 3/4' c it'll 6" 6.90' 12' .251' 12" .251" 5" 2' 3/B' 3' 1" 3/B' 3' 3/8" 1/2' DIA. 1 REO'D 10.40' 1 7/8" J/4' FLOW FLOW
14" 15.30' 24' .40T 24' .344' 6" 2" 3/8' 4' 2 3/4' 3/8' 4' 3/8' 1/2' DIA. 1 REO'D 22.30' 3' 1 J/B'
~ DIMENSIONS ARE WITHOUT COATINGS -I I--1 1/2' B B. TAMP THE TRENCH FULL OF r~-:^':
~~r A ~ SOIL. SECURE WTH ROW - OF STAPLES, 10 INCH
l,~,[ I t~~~ ' '!1~, i1 ~I SPACING, 4 Mr(~IES DOWN FROM THE TRENCH. CONSULTING ENGINEERS, P.A.
~ff~~ 'r~ i q1 ,~I i,i i, ,~j t{ CASING PIPE .i~: :fl- ' ~ I~ 2 CIVIL, MUNICIPAL &
I, 1 cARR~1PwE ~J~l~ ~1~'. !fill, 1 /r I,~ 1. STRUCTURAL ENGINEERS
FLOW CONSTRUCTION SPECIFICATIONS COMPREHENSIVE FLOW ENVIRONMENTAL SERVICES
2 ~ " 1 ~ 2 ~ it 1. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION,
/ 1 ROOTS, AND OTHER OBJECTIONABLE MATERIAL. - ROCKY MOUNT: -
J 1 I x ,t ~ ~ 841 SOUTH WESLEYAN BLVD. aP~
PRESS ENDS 8 INCHES CARRIER a INTO THE SOIL AROUND ~ ~ P,:.. Q• S0, 2. GRADE THE ROAD FOUNDATION SO THAT THE ENTRANCE/ ROCKY MOUNT, N.C. 27804 ~ •',i r C. OVERLAP -BURY UPPER END 0J~ Miy EXIT WILL HAVE A CROSS SLOPE TO THE SOUTH AND PHONE: [phone]
PIPE 45' C STRUCTURES AND STAPLE ~ t ~ _ c , SECURELY r,l ill ~I' < J; ~ _ aF LowER sTRIP As IN 'A' QJ ALL RUNOFF WILL DRAIN TO THE BLOCK AND GRAVEL FAX: [phone] 'i L ANO B . OVERLAP END aF DROP INLET PROTECTION STRUCTURE.
WHEN USING NETTWG IN CHANNELS, ROLL OUT STRIPS OF '~~I TOP STRIP to wcHES ANO - EMAIL: appianeng0aol.com I STAPLE. ~6..
NETTING PARALLEL TO THE DIRECiION OF FLOW AND OVER `I'` ~ 4J 4 THE PROTECTIVE MULCH. 'I° ~ L'~' f~" ~ 3. PUCE STONE TO THE DIMENSIONS GRADE AND ELEVATION - WAKE FOREST: -
_ FLOW ~ 331 S. WHITE ST. _FLOw ~Jy: ~o SHOWN. _ ; P5 " WAKE FOREST, N.C. 27587
J ;,;',a 4. USE WASHED STONE 2" TO 3" IN SIZE. ENGINEER: 919 570-7808 6" MIN. a ( )
103.0 - D TAIL R TA I I I --,,:,,,,a E FO S BLZNQ , ~ ~ appianwfOmindspring.com
2 2 CHANNELS WITH JUTE THAT HI - C NCi ,y ~ . . ~ ENVIRONMENT: 919 562-4613 - 2-3" COARSE AGGREGATE NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO ( )
1 T T EXCELSIOR BLANKETS ~ . 2 ~ ` SURGE PILE STONE RECOMMENDED ' ~ PR V a iOIIWfeOminds rin .COm D. EROSION STOP - FOLD OF ( ) ,~g E ENT MUD OR SEDIMENT FROM LEAVING THE PP P 9
< AND FIBE a RQLASS NETTINQ I MATTING BURIED IN SIiT SITE. SHOULD MUD BE TRACKED OR WASHED ONTO FAX: [phone] TRENCH ANO TAMPED ROAD, IT MUST BE REMOVED IMMEDIATELY. - WORLD Wtu~~p~ WEB: -
9 SECTION A-A I,; I,, 1 ~ NOT TO SCALE REV. S-ts-00 I:~ ~ DWBLE ROW aF _+r'~e `ail,;'.'' sTAPLES• + 6' HUMP TO DIVERT LEVEL ww.a a engin rs.com
SEC 1 M~ A"A RUNOFF FROM PAVED SPREADER - 1 d P
1. I B 1 1. ROAD. I I II
B 36.0' MIN. 4.0' 10.0' • ,
A ROAD 0 ''•Ot S$ ' 2X SLOPE ~ ~ ~:'Q~ NT
N / IT . ~ ~ - SCAT NOT TO SCALE REV. 7-18-94 - ` L -
SECTION B-B - • 8421 - 2-3' WASHED STONE (SURGE PILE STONE RECOMMENDED)
NOT TO SCALE REV. 10-19-94 NCINE~;.~
GRAVEL ENTRANCE/EXIT: WIDTH-15.0' FLARED TO 25.0' AT ROAD LENGTH-50.0' i~~~ Q
ADE- 2.Ox 4~~~ L . ~ ~ ~innult
2•~~'~
U
® RM SEWE AIH RE'1. 11-14-97
1. No work is to be in aloe any public roadwa without an a roved co of the s opy of the encroachment 8. Lengths of sewer pipe have been rounded to the nearest foot. Measurements on sewer lines
9 9 Y PP PY permit in hand. are straight line distances between manholes.
2. Unless noted otherwise, manholes are to be precast concrete manholes with eccen s with eccentric cones, 9. The completed system shall be subjected to either an infiltration test or a low pressure air e~ ~
rubber boots and moorbases. Manholes to meet AASHTO M-199. test when pipe has less than 2' of water above top of pipe. Contact Engineer for procedures for ~
3. The following pipe specifications apply only when that material is shown on the p Nn on the plans or specified low pressure test. Manholes to be subjected to a vacume test.
in the Contract Documents for the specific project being bid or constructed. Do i acted. Do not substitute 10. The Contractor shall make arrangements with the local utility authority when connecting to 1~
without written approval from the Engineer. existing manholes or mains. ~
a. CUY PIPES: Clay pipe shall be extra strength VCP conforming to ASTM C-70 - s ~ EWER ~ PL.A~ N ASTM C-200. Jcints in cla i e shall conform to ASTM C-425. ASTM C-700 or 11. OMITTED
i I 1-1 I I- =1 I I=1 I Y P P ''i=.111 I11== i'' b. OMITTED
1. Written concurrence from NCDEHNR Is required If the utility Iln• Is Installed parallel to and cla•r than 10 het 3 meters to a stream or if ih• utlA Ilse crosses o stream - -III III- ( ) 12. OMITTED
III__ 11I channel ai I•aa than 75 d•gn•s or more than 105 degree. (1.•., not p•rp•ndieular C. OMITTED
.III=-11I ILL-=1.11 stream crossing) of the steam bank: d. DIP S W R PIP : the Iron Gravit w r i e re sure CI ss 350 L-LI I-1 2. Construction corrldon parallel to steams Shall b• placed of fh• furthest distance E E E DuC y Se e p pe shall b p s a sI Class 350 Ductile Iron - ~
;II1 -IIL- from the stream to the maximum extent practicable; Plpe for all pipe up to and including 12'~ and shall conform to ASTM A 746 I STM A 746 and ANSI/ 13. OMITTED
~ I ~ 3. That sstobllahed sediment and erosion control practices ore utilized to prevent AWWA 151 A 1.51. 1. Ductile Iron ewer Pi e i t r isle shall meet ANSI I; I C / 2 9 S p n erlo L g / I vlolationa of the appropriate turbidity water quality standard (SO NTUs in streams C104 A21.4 for Ductile Iron Force Mains these tame standards shall a I . I meet ANSI/AWWA -
and rivers not d•si sated as trout water b NCDEHNR, 25 NTUs In all salt water / ~ PP Y Iall apply. Fitiings 14. Contractor shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench. r
lasses and all lake: and reservoirs. and 10 NTUs In trout wat•n . All sediment shall be ductile iron in accordance with the re IJirements of ANSI AWWA C153 UTILITY LINE C ' ' ) q / ~ 'AWWA C153/A21.53, All sedimentation control measures shall be kept in operable condition until a stand of grass is
(DIAMETER VARIES) and erosion control measures placed In wetlands shall b• removed and the natural ANSI/AWWA C110 A21.10. Mechanical 'oints and :li 'oints shall Conform to A I J PJ grad. re:toed after the Division of Land Resources ha: releee•d the project; C 111 /A21.11 :onform to ANSI/AWWA established and the area is capable of resisting erosion by wind and rain. All erosion control e~ measures shall be removed when authorized by the Engineer after the completion of the project. ~
CLASS B CONCRETE 4, Annual species suNable for wet locations shall b• planted wMhM Jurlsdictionol 15. All excavated wood and rocks shall be disposed off site by the Contractor. Bury will not be
OR COMPACTED CLAY wetlands for soil and erosion control. Pmnnlals such os feecw are prohibited; 4. Pipe bedding on all pipe to be min(mum Class C. 5. No fertilizer shall be applied within 10 feet (3 meters) of steams; permitted on-site. e~ei
6. The construction corridor (Including access road: and stockpiling of material:) to 5. Any well pointing, dewatering, etc. needed during sewer construction is to be inclu i to be included in the 16. OMITTED
- - limited to 40 het (12.2 meters) in width and must b• minlmh•d to the maximum '11=11I~-III,=1i' cost of the line laid. Utilize select sill from on-site for trench borrow when need v when needed. If material -
-:-1 11- I ~ ~ extent practicable. s" TRENCH vADTH NOT s' 7. ~1•asur•s shall b• taken to prevent Ilv or fr•:h concrete from coming into contact of a select nature is not available, bring in from off-site. Verify availability with iilability with Geotechnical -
TO EXCEED 40' with waters of the slate until the concrete teas hardened; Engineer if questionable. 8. Permanent, maintained access corridors shall b• netricted to minimum width 6. The minimum Clearances for water, sewer and storm drains a lines Shall be as f~
practicable and shall not exceed 10 teat (3 melee) In width except of manhole 9 halt be as follows: 17. Contractor shall take proper precautions not to disturb existing property corner markers. All
locations. A 10 i••t (3 metes) by 10 feet (3 meters) perpendicular vehicle tW Horizontal Vertical turnaround must b. spaced at least SOC feet (152.4 metes) apart. Water and Sewer 10~ 18" w/water above sewer disturbed property corner markers shall be replaced by a Registered Land Surveyor. o
9. An anti-seep collar shall be placed at the downstream (utility Iln• gradient) wetland Water and Storm Drains e - 12" lbow sewer 18. Contractor shall provide Class I rip rap on all disturbed stream banks and bottoms immediately e1~ after crossing. e~eii
boundary and .very 150 feet (45.7 metes) up the gradient until the utility exits the g M wetland for burled utility Ilnes. Anti-seep collan may b• constructed with class a Sewer and Storm Drainage - 12 19. All cost for the provision of erosion control rip rap, jute meshing, matting, grass seeding and ` Y
it III lil In n ~ i' concrete or compacted clay. Perpendicular wetland crossings trees than 150 fat 7. Maximum allowable infiltration rate at the outlet end of the sewer pipe shall not I e shall not exceed 100 silt fence shall be included in unit price bid unless a unit price has been rovided in the ro osal. ~ P P P ~
IIIIIII~-III =11 III:==III _ 'I===111_-=III-- -III- cLASS B coNCRETE oR (45,7 meters) long do not require anti sap collan. allons er des er one Inch of i e nominal diameter er mile of i e lee th al pe length along the entire 20. OMITTED
- coMPACTED cLaY g P Y P P P P P P 9 ' --11,1 - I_I i ANTI-SEEP COLLAR - The compacted clay shall hove o specific discharge of 1x10 cm/sec or less. A system. 11II1 ===1 MAX. SPACING 150' o.c. section and Ian view dies ram is attached for cam acted ales and concrete anti- v _ ~ - e~ o
=11 I =1 I III P g P Y Ili - sap collars. I~ a
N 10. Plac•mmt of rip rap is restricted io stream bottom and banks directly impacted by 21. No work is to begin until permit is in hand from the NCDEHNR approving line placement. o ~ o
the placement of the utility Iln•, The stream Mrm must be restored to the original contour after construction, 22. OMITTED
s' s" 11. There shall be no permanent changes in preconatruction
I i= _ i ~ ~ elevation contours in waters or wetlands, The designer / contractor will have a - ell 23. MANHOLE CASTINGS: Vulcan v-1984-95 adjustable or approved equal.
i)--I (I-=11 i i i l=III===1 i specific plan for nstoring wetland contours. Any excess mohrfol will be nmowd -III III - III= III ~ to a high ground dbposal sees; 24. Existin Manholes or Wetwells ualif as "confined" and re airs com liance with OSHA "Confin e>• 9 " q Y q P ed N
-11I-11) II11 F-1 12. The above guide Ilea generally follow the COE Nationwide Permit 12 or Regional REV. 2-1-99 Access Entry requirements. Certified equipment, proper notification and other applicable equipment M
Permit 049 Utlll Ilse backflll and bedd(n How•vr desl n•r develo er ® WETLANDS ( tY g) g / P / contractor is responsible for filing necessary permit: and tolbwing any other and or devices may be necessary to protect workers, after system is operational, from hydrogen- `
PLIe?N guidelines applicable under such permits, 1. OMITTED sulfide gas build-up or an otherwise oxygen-less environment. ~
25. The contractor shall provide to Engineer, upon completion of water and sewer construction, record ~ drawings of the sewer installation specifically showing/depicting any deviations from the permitted
- ¦ 2. OMITTED plans. Plans are to be marked in red and submitted to Engineer. The final ayment request will o
NOT TO SCALE REV. 11-14-97 " ,>P not be submitted to the owner nor will a certificate of substantial completion be issued until these
3. This site has been evaluated for 404 Jurisdictional Wetlands and the wetlands hav "red-lined Ions" have been com leted and received b the En Ineer. e~ild ; ~retlands have been surveyed P P Y 9~
. 26. Uflllfv cnnimr.~nr is nennne(hl• fnr nn~if~inn Inrnl nu4hnrllu of 1im. nnr) a~+. h. Winne rnw,w,.nrn ~ -
ana contirmed by the U5 Army corps of engineers. The total wetland impact exc impact exceeds 1/3 of on acre; construction
therefore, a 404 Wetland Permit and a 401 Water Quality Permit are required. Gr -squired. Grading and land
disturbance shall only take place in permitted wetland fill areas. Wetland disturba and disturbance shall not exceed 27. Sewers entering or crossing streams shall be constructed of Class 350 Ductile Iron Pipe with 0 ac o mechanical joints that conform to ANSI/AWWA C111/A21.11.
1/3 of an acre unless the Wetland Permit has been secured and the Contractor h 4. OMITTED Contractor has in hand. 28. For stream crossings in which the proposed sewer is placed below the 25 Year flood elevation, a
letter shall be provided by the utility owner upon certification stating: regular and proper inspection N
and maintenance of the aerial crossing shall be provided to insure that the creek/stream flow is not ° 96-108 impeded and that no damage will be caused to upstream or adjacent properties."
D-0000
CE- 6

a ~~,r ~i x~rticulur :,~I~- ~iil~lin,l in~pruver?te~ l a drernciu S ~t?1 c,~F~eily bt (hv I nyineer tr>i uyc~ ~iri~ku hie Super:i:,i..ii N.~ rct}~ro(~u, Il~n~ of ullirr u,r, i~ ull~~w dr u;, r, i~ ull~~we:d wilhcn~l tiia E~rrrm_~~.,i•~n
~.i ill ii I n,~iii~ ~~r I' lur,<~ li.i •.in~~~ ii.~,u I~~ci. ~~t c(~,u u.l u., nr.li ~~iinr~~~. ,I r,ri I ~ ~,ai.jlil I`a'Ri ..I,~~i~iii ~ ~.ii U J < _
O m U Y
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I
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w I Z ~ v W 0
/ / ~ 0 U 0~ f!l Z 01 I~ ~
/ / ~ Z / ~ ~ a
i ~ ~ ~ NO CONSTRUCTION IS TO TAKE PLACE UNTIL McLANE HAS BEEN ~ Z ~ A Z
CONTACTED. ENGINEER WILL GIVE NOTICE TO McLANE. PROVIDE Q F
STA 1318.15 ENGINEER WITH A MINIMUM OF 48 HOURS NOTICE BEFORE STAKING ~ ~ Z CLEARING LIMITS. W
- ? o ~ W
m ~ Z W
Q m 0 0
\ ~ i / \ S o 0
A~ o in . N II
\ ~ / / \ ` II
\ ~ti~ \ ! h \ \ .....r .
\ F - \ ~ EN. RIP RAP / / ~ ~ ~E~:::::~::' MH STA 20+06.01 Q
\ \ REPLACE To A coNDITION / \ \ \ DO NOT ALTER EXISTING ~ _ \ / EQUAL TO OR BETTER \ / / \ \ \ SURFACE GRA E IN WETLANDS. o _ . _ ~IH STA 20+80.90 "
RIPARIAN ~ _ J BUFFER ~ Q Q
V A A. ~ c~7~ / / A \ 0 A _ Q \ . ` . O ~
\ i, \ / \ / ~/a / \ \ ~s A . N a ~ I ~ Z
\ \ / ,y, / / \ \ \ 1 \ w / / a~ / / A \ V 1
\ till / / A \ \ ~
sy ~ ? / / / - EXISflNC BASIN - \ \ V ~ _ \ \ \ ~
SEE APPIAN PLANS DATED \ / \ ~ / / / DO NOT DISTURB SEPT. 9, 1994 FOR INFORMATION ~c,~~ / \ \ \ 1 - 147,74 ~ \ .
RELATIVE TO THIS LINE. \ / `I~~ a~ ~ w/ / \ . ss / \ V \ 1
/ \ ~ / e`~ \ \ \ EAS ~ E
- p L.
EX. MH STA 10+00.00 ~ < ~ / / ~ \ \ , - N a
EX. 5' STUB OF t2" DIP \ / Q~ \ \ \ ~ ~ ~~MF,y L......... CONSULTING ENGINEERS, P.A.
W PLUG 0 0.25X. n ~ ' '1 ~ ' / \ \ \ ~ - . _ ~ ~ ~ G ~ tyT ~ L.~ -......T; CIVIL, MUNICIPAL do o ~ ~ ~ ~ . ~o E ~ ~ ~ . NGINEERS ,gyp, ~ STRUCTURAL E
/ ELEV. ~ ~i i oF' / / \ \ \ 8 ~0 U¶ MATCH EX. STUB ~ ~ / \ \ ~ „ ~ ~ , AND PROCEED. ~ • / \ ~ / \ V ~ 16' ' \,o ~ . ~ _..y.. COMPREHENSIVE
y ~ / / \ \ d' 520. ~ ; ' ~ ~ ~ ~ l 4p ~ ~ ~ . 1^ ENVIRONMENTAL SERVICES
SEE APPIAN PLANS DATED ~ / \ \ ~ ~ Ro ~ ~ N - ROCKY MOUNT: -
SEPT. 9, 1994 FOR INFORMATION I ~ ~ ~ , e \ \ \ RELATIVE TO THIS LINE. ~ ~ p~ ~ • ~ MH STA 10+80.54 \ - ~ fq`~ 's ~ ' ? 841 SOUTH WESLEYAN BLVD.
Q~ i ~ 1 DJP~ CON BETE ~Mf ~ ~ ` • ' ~ - - - ~ M ROCKY MOUNT, N.C. 27804 PLACE 2 C, rol ~ ~ 153.18'
' ' ~ 0~~ i ~ • ANCHOR ON QACH 18 JT. ~ ~ N PHONE: [phone]
~ 4 '/~aQ • AS SHOWN IN XHIS AREA ~ - - - - - _ _ FAX: [phone] Q PER DETAIL 8,~7 ~ EMAIL: appianmg0aol.com
~ 4~~r~~ ~ ~ N -WAKE FOREST: -
tF ~ `,i ~ / ~ • 331 S. WHITE ST.
BEFORE / \ ~ ~ : i rte, ~ MH STA 16+07.08 YOU DIG / ~ N • - WAKE FOREST, N.C. 27587
o ~ r,;/~ • CUY OR CONCRETE ANTI SEEP CALL TOLL FREE / \ , ~ COLLAR TO BE PLACED 0 150' ~ STA 22+92.82 (back) ENGINEER: [phone]
t-BOO- ~ ~ / • Q s32-494s ~ O,C. PER DETAIL 8.71 WHEN MH STA 22+53.06 (forward) a ianwf0minds rin .com PP P 9
+ ,r~~ / •i NORTH ~ ING WETUN S. - MdANE nwus~IES - ENYIRONMENT: [phone] appianwfrlmindspring.com
CAROLINA ~ ' : ~ ~ ExISTeIG - ONE-CALL ~ ~ ~ o~~ " FAX: [phone]
CENTER ~ ~ ~ Q , - WORLD WEB: -
~ ~ w w.ap rs.corn
e FI ERGLASS NETTING PLACE B ~ ` nun
These Ions are for biddin purposes only and ~ IN DITCH ON DISTURBED ~ P g are not io be used as Construction drawings STREAM BED PER DETAIL 103.9 ~
unless initialed and dated as approved for (t5'~ 25') S~ 'FE 1p4;' y .Q \ . =
below b the En ineer. Construction y 9 •~'r'•
Approved for Construction: SE _ - 8421 -
Data:
f DRAWYVC~~r 's '~.F •NCINE~••
RECORD These drawings are believed to be a correct
representation of actual field conditions but ~Niui w
are not warranted as such, ~-v 1
N
g : Date: N0. STATION TOP INV(OUT) INV(IN) INV(IN) REMARKS Y 2~ U
~TR~T~ ~n ~ EX. 10+00.00 E%. 116.56 EX. 107.43 E%. 107.43 PRO. 107.53 E%ISTING
These drawings do not contain the requirements for
'ob safet . All rovisions for safely shall be the sole i 10+80.54 114.!7 107.84 107.92 D=7.13' , MOORBASE J Y P responsibility of the contractor. 2 13+18.15 119.48 108.85 108.93 D=10.63' , MOORBASE, FLAT TOP
3 16+07.08 120.53 110.07 110.15 D=10.46' , MOORBASE" FLAT TOP
EXI3TNVG CONDITIONS The contractor shall be responsible for reviewing all 4 20+0601 11686 111.73 111,81 D=5.13' , MOORBASE" FLAT TOP
exisiin job conditions. Any adverse existing conditions .5.13' MOORBASE FLAT TOP SCALE: 1 9 SCALE: t" = 50'
affectin work shown on these drawings shall be 5A 20+80.90 117.22 112.09 112.17 D 9 100 t25 150 175 200 ~
brought to the attention of the engineer for possible 22+92.82 (bock) 0 50 to 5 +53.06 forward 118.13 113.00 113.08 D= 5.13' MOORBASE, FLAT TOP clarification or reconclllailon. 22 ( )
3 2 4 5A 5 5 ~Ir
x. 1 i o
Q j o a ,n o ~
+ ~ ~ GO ~ O N ~ I n O m N ~ v • ~ 10 } P ! I. Y 0 'i O ~ O ~ 3
~ N ~ °m m ' ! + w E1L 0011116-•~•----- ~ ~ e ~ ~ U + Y M N ~ N ~ 0 < _ ~ _ 125
r > ~ <I a i I ax ~s ~ S _ g _ -
_ - - - - 125 ~ 1 t 3~ ~ rn ~ M
Y Y ~ b- x0 ~w^ ~ a Q ~ W F- N aD N N
} m W o ~ m NOTE: ROVIDE ANC ORS ON PI © ~ a ~ ~ I ;ORS ON PIP WHEN SET LED COVER
o O 1 • ~ 11011 . z ~ ~ ~ OP PIPE TO SURFACE) m DO NOfi ALTER EXISTING 1 ~ tli 1871 1 ~ ~ SURFACE) I LESS THA 0 .
a 4a ,n io a cat w " ! SURFACE GRADE IN WETLANDS. _ = 0 120 } ~
- - _ Q o 0 0 - - _ - f r - I - - _ -
~ ~ ~ ~ h
~I _ -
APPROX 100 YEAR 4 ~ / - -1 ~ V- 113.6 i ~ ~ - - ~ Q ? ~ ~
FLOOD I I ~ -__I ~ Q,~ - 26 CFS ~ 115 YR. OOD ELEVATION i""~' PPROX. 100 ~ r. ~
115 1 - , _ - ~ 1 - - - i - ~ 208~LF 12" DIP ~ ~
_ ~ N 7t LF t2 oIP - - ap F- i 0
II ' I II ~ I +o.+x ~ ~ ss~ o N
ll II i BOTTOM DITCH 1 9.8, II I ~ ~ TOP ENCASEMEN 109.28 I i •
J ~ 5 LF 12 DIP +0.4X ll II ~ PLACE FIBERGLA S NETTING ~ 39 " ~ +o.~x ss ~ + .4s ' + + . ! ~ ~ Y 1~ N N -
v I I 15'IMx25L I _ _ _ M/1 I I ( ) AM BANK ~ +0.10 - _ HIV III ON DISTURBED THE _ _ _ fj tp DIP - I N N _ - -
- - I 1177 LF 12" DIP +0.4>< PLACE 11" DIP CRETE ~ ANCHOR ON EA 18' JT. Q Q = ~ a
I I SS 0 +0.4X 234 Lf 14 OIP SS ~ 1 I I AS sNOww w S AREA ~ ~ U ~
11 1 (PER DETAIL 8.4 PLACE ° N N ~ i ANCHOR 4't BELL END. Q
L W W I ~ 105
CON .ENCASEMENT - SE DETAII 8.13 i ~ i J i Z Z
- _ , _ 105 ~ ~ ~ - i ~ - f i ~ J J
I • CUY OR CONCRETE ANTI-SEEP ~ i I I I
i ~ a ' I ~ o CflLUR TO 8E PUCEfl 1 150 I ! . o U U
~ ~ ~ ' N ~ ~ [ I ARGR I N , ~ O.C. PER DETAIL 8. ~ I- H Q Q ` o
° o o I - CROSSING WETLANDS. a < ~ ! o ~ _ ~B o~
100 Z ~ ~ I I ~ r~ < VI W? 0] I ~ ~ i - 1 ~ - O N ~ M O ~ lV ~ N1 \
r- o r m I ~ G i ' ~ r ~ r ~ ~
oZj ~o r~ I - z r ~ I I i ~ z m ~ i Z Z ~ O ~ N I ~ _ _ - 0
' N N 'N N N N m
~ ~ N N I ~ ~ I I N N Z Z ~ ~ ~ ~ ~ I ~ ~ ~ > I ) ) ~ 3 2 Z Z Z 4 - - ~ 'A N
AG ~ ~ ~ - ~ ~ ~ - ~ Z
WWIa Ix I w Ln
0 i °
m
I ^ FL z 'o N N ^W
O
90 96-108
17+00 18+00 14+00 15+00 16+00 10+00 11+00 12+00 13+00 3+00 19+00 20+00 21+00 22+00 23+00 D-0622
CE-2 0

; ~ in",Ir.iir~nl•, ,~I ~,~~i.i Ira a F;ulIlU~lui ',ili~ i ~~~,il~lln~l uti~,ru~runicnl c7n~1 ieinir~n~, the prulicrly of lhv In~~ineer fOr u~.a~ ~i~~r Yiis su~7erai~,i~a~ fJ,~ reprUducliui~ ui other use it, ~711~~~ ier use i~, ~711~~wc~1 without hi~, ~ierrni •~,i~ni
..~:yr~~~lil L'~3`3H ~{~E~inn l.unsullni~) r,~~inu~,~,, Ih~",c ~h~iNin~a. I,~n~~ i~u"hurl U < _
\ ~ m V Y - . ~ _ - \ \
- - ~nuyp5 LINE ~ r ~
- EX. \ \ m o
: I ~ . IuIH A 32+05.63 \ ~ \ ~ o
_ _yy~ U1 Y
ARKS ~ _ - ~ ~ _ _ _ N \ \ \ O C Z _ _ - \ 1 0
N0. STATION TOP INV(OUT) INV(IN) INV(IN) REM " , 4 ~ / yp' DdtU EASEMENT , • p~U EASEMENT _ _ _ . - - - - ~ \ \ F _ 147.71' \ m m
3 117.13 114.50 114.58 D= 2.63 ,SHALLOW MH, FLAT TOP ~ _ _ - - 26+11.6 - ~ - g 6 ~ _ _ _ - - o "N B \ ~7Lr~13 \ I O
7 28+67.63 118.22 115.59 115.67 D= 2.63' ,SHALLOW MH, FLAT TOP J g f.."." . ~ ~ - ~ _ \ \ \ - NERANDS = 15.88 ACRES - \ I Z ~ 8 \ \ \ DO ~ ~
1 117.09 D=3.63' ,SHALLOW MH, FLAT TOP 1 ~ / ~ 8 32+05.63 120.64 117.0 _ _ T w~ a ~ &
9 35+11.63 122.43 118.30 118.38 D= 4.13' , MOORBASE, FLAT TOP ~ , W / - - _ _ - - _ - TEMP 10' UTIL EASE p. 10' UTIL EASEMEN \ \ 8 \ \ \
~ ~ 1,~, - ~w, ~ \ ~Wy
pl. r 1 ` v v NO WETLANDS SURVEY 3 w
0.".".. / / / a~. Q. a / ~ ` ~ • _ \ \ PERFORMED. APPROX. \ ~ Q ~
i; " ~ / ' ~ MH STA 28+67.63 ! /y5 w, / ~ \ \ WETLANDS LINE SHOWN \ ° ° .8+67.63 \ \ \ pRO \ \ ~ \ ~~e\\ \ ~ ~
\
. , ,r / ,
~ \ \ \ MH STA 35+11.63 T\
~3j o
1, y... , i \ \ o \ 1 ~ N
Ir " / / / PLACE 12 DIP CONCRETE \ \ 1 ~ 1 4 w
~ / / ANCHOR ON EACH 18 JT. U ~ 1 1 1 ~ in a
I~".".. / / TH AREA / / , AS SHOWN IN IS it ~ O a 1 1 1 0 ~ Z
."."."a.."....".".. , . y'....... ~ / / PER DETAIL 8.47 f......~ / / 1 1 1 1 1 1
i.. / / 1 1 1 1N
' ' / M / / ( 1 1 l o•
Q' J.".... 1 / / ~ t ,~ryi / / i ,1 ~ ;110 R 1 •0 1 c
1 01 1~~19~
~ / c1 1; ¦
~ V / ~ ~1 1 i ~ 1 1 1.~
/ sl 1 1
( / / ~ ~ ~ " " / ' STA 2611.63 ~;1 1 1 CONSULTING ENGINEERS, P.A. y1 1 1 CIVIL, MUNICIPAL &
1 1 1 STRUCTURAL ENGINEERS
\ 1 1 1 COMPREHENSIVE
, 1 1 ENVIRONMENTAL SERVICES 1.,\ 1
..".A / , / 1 y . 1 - ROCKY MOUNT: -
1 1 ` 1 841 SOUTH WESLEYAN BLVD.
1 1 Lq~ ROCKY MOUNT, N.C. 27804 1 1 ~ ~ PHONE: [phone]
f.-." ~ """/r / 1 1 1 FAX: [phone]
1 1 \ ( 1 1 1 EMAIL: apploneng0aol.com
~ / / / 1 1 1 \ - 1 ~ -WAKE FOREST:
1 1 1 331 S. WHITE ST.
/ 1 1 `n WAKE FOREST, N.C. 27587 T''
EFORE " " ~ /?0 DO NOT ALTER EXISTING B k ENGINEER: [phone] 1 3 rin .com P? applanwfOmindsp g
Y DIG / / ~ °U SURFACE GRADE IN WETLANDS. CALL TOLL FREE p / ~ ~v 5 1 6 -4673 ENVIRONMENT. (9 9) 5 1
1-800- ~.."..1. g oppianwfe0mindspring.com
632-4949 " " " ~ / ~.".."."f.~ / /o ANTI- NORTH / CLAY OR CONCRETE SEEP FAX: [phone]
CAROLINA , / /%Q COLLAR TO BE PLACED 0 150' LD WID ,WEB: -
ONE-CALL / O.C. PER DETAIL 8.71 WHEN CENTER ~I"".". / T N ww. pia a nee m
'9 ~ CROSSING WE LA DS. . ~ n
~i
These Ions ore for biddin purposes only and P g 'FE ,1. Q
are not to be used oa Construction drawings SAL E
unless initialed and dated as approved for " Construction below by the Engineer. 8421
Approved for Construction: •.NC I NE~•.• i~~~
Date:
~ ~AUwuN~~ 2• • d
These drawings an believed to be a correct
representaflon of actual field conditions but an not warranted a: such. s~
gy; Date:
CONSTRUCTION SAFETY These drowings do not contain the requirements for
job safety. All provisions for safety shall be the sole
naponsibllity of the contractor.
EXISTwG COND~TIONS~ SCALE: 1" = 50'
The contractor shall be responsible for reviewing all e>•
existing job conditions. Any adverse existing conditions affecting work shown on these drawings shall be 0 50 100 125 150 175 200
brought to the attention of the engineer for possible
clarification or reconciliation.
7 8 9
6
n M ~o n
o ~ ~ ~ i + o ~ N ~ EX. GIIOUND-------•-
IY ~ ~.o" I ~ N n N n
N ~ ( I x ~ = 1W ~ ~ ~ ~
_ a Y! a _ $ _
3 O ~ ~ ~ f = ~ i ALE ~
I NOTE: P ANC SON PIPE N SETTL D COVER i
i it (T -PIPE TO ACE) IS SS THAN 1 ~ - HaR t' ' s 1~r+ ` r~
I 125
~ I - - ~ 125 _ _ - - _ _ _ - - -
- - _ ~ ~ i r DO NOT ALTER EXISTING i _ _ L
I SURFACE GRADE IN WETLANDS.
DO NOT ALTER EXISTING
SURFACE GRADE IN WETLANDS. - n i 120
120 - -
- - Q
~i _ - • ~"1~ ~ lF ~ i ~ ~ S
a 'I ! . - ~ ~ ~ ~
+ 334 L ~ L Y
I- I eta CLAY OR CONCRETE ANT SEEP
• DIP SS • +0.4x 'i 355 LF 1T 252 Lf 12" DIP SS 0 +0.4~ COLLAR TO BE PLACED 0 1S0' U ~
i i I i O.C. PER DETAIL $.71 WHEN f' a
W WT Q ~ CROSSING ELANDS.
i I! ~ ~ - -
- - - - - - _ _ - - - - f PLACE 12" DIP CONCRETE e~i
ANCHOR oN EACN 1E1' ,lr. CIAY OR CONCRETE ANTI-SEEP
CLAY OR CONCRETE ANTI-SEEP i RJ THIS AREA AS SH41E~1 COLLAR TO BE PLACED 0 150'
~ COLLAR TO BE PLACED O 150 ~ (PER DETAIL 8.47) PLACE Q i ANCHOR 4' FROM BEIk. END I O.C. PER 6ETA1L 8.71 WHEN N o
O.C. PER DETAIL 8.11 WHEN CROSSING WETLANDS. CROSSING WETLANDS. , o. 105
105 - - - - - t-~ o- - Y _ - o - - _ ~ _ _ _ - _ _ - o o~ r o
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27+00 28+00 29+00 30+00 31+00 3 32+00 33+00 34+00 35+00 36+00 37+00 D-0622 Z
24+00 25+00 26+00 v
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~ ~ i r~liinn~i~l .~I ~.,i ,n, I„i ~i In,rli~uldu ~,~1~ ~ ~~iii6lniy iniln~>,canc~,l uii,1 ,iin~iuia the I~i„I~~aIY of Ih. I nyui~er ten iu,r ~~i~~lui Mils soirees ~r.~n fJ~, ieldi~nlu~ li„n ,~i „Iliur u;,e i•. ,ill ;Iliur u;~e l•. .illuw cal Wllh~~iil lir, lua,nr~~„~
I,ii I~~u, I r. I,,ii,jl~l I'lUtt .I~I,i,iii ~iiilii~,l I ii,liii~. ,~i~, I' Ilu ,li,id,i~~~~l . I,~i-~ I„ i '7 = U 0) <
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TOP ~u ~TREA11 BANK ~ ~
K - M R ~ W A RE 1 IN
LENGTH PER PLANS 2 p U Z
/J STONE CLASS II RIP RAP ~ ~ w
WALL THICKNESS PER PLANS TOP OF STEEL ENCASEMENT PIPE REV. 9-1-92 I a NOT TO SCALE 2 U) ~ e'-12• ~1 I ~ ~
~
TYP, 11' JT, OM' CARR~R PIE !lr J~li 01' FLOW © F ~ STREAM BED a
Z - ~ FF 6• AIIN. W
FILL SPACE W/ CONCRETE PIPE SUPPORT ASSEMBLY 6" MAx. ~ ; WIZ
AT EACH END OR PROVIDE SEE DETAN. BRICK a MORTAR 8' UIN. ~ m In TOE DAM INTO ~ BED OF DITCN ~ t
1. APPLY LBIE, FERTILIZER AND IDF~ BEFORE LAYING THE NET M MAT. NDTES: SECTION A-A o o ~
1, CREASE ENCASEMENT PIPE AS RECUIRED fOR EASE OF INSTALLATION. Z. START LAYWG TiIE NET n10M 111E lOP OF THE CHANNEL OR SLOPE AND uNRaL IT DOWN 1HE 2. INSTALLATION BY DRY BORE k JAG(ING. alAOE. ALLOW IETTWG TO ur 100eELY DN THE S00. TUT MlAqui MRWKLES - DO NOT STRETCH. W A p p m
IPE TO BE 35,000 PSI MIN. YIELD STRENGTH. MAT oR BLAIIO:i - IYfE RIleI1CT lIOULD PRONOE AT L[AiT 7011 COVERAGE CF THE ¦llltAaE 3. STEEL P WHERE IT IS AIRJED. 1- F O
TO SECURE THE NET, BURY 1NE UPSLOPE END W A SLOT DR TiEiICFI NO LESS THAN 8 WCHES DEEP, COVER wTH 901L, AND TAMP nMLY AS SHOWN. STARE 111E NET EVERY 1Z INCHES ACROeS Z Z
THE lOP END AND EVERY 7 FOOT AROUND THE EDOES AND IOTIOM. NHERE 2 STRIPS a N[T ARE DYED SIDE 1Y fDE, TIIE AO,NOpIT 1DOE5 9HOUlD IE OVtxAtiED 7 WCHES AND STAiItC TOGETHER. • •VARIES • • • ~ AS NOTED ON PLANS ~ ~ '~12 3 STONE 1NN. 24" FOR CLASS II Q O
REV. B-12-92 EACH SnM aF N[T111G lIOI+lO ALTO et STARED OOwN 111[ gM1ER, EVERY 7 FOOT. DO NOT SIIIETCN NOT TO SCALE ~ NET WNtil r 18" FOR CUSS I • ~ I
4. TO JOW TYp SUMS. CUT A 11E11G1 AND ANCHOR THE END OT 11~ NEW NE1. 01EAW THE END OF FLI FLOW p I N
7HE PREVNSJS ROLL 11 WCN[~ A/ eNOwK AND STARF EY[RV 11 WCHES JUST n x"~~, BELOW 111E A11011a i0T ~;,~~;,'j', ~?`..x;<' A BURY THE TOP END OF THE MATTING STRIPS IN A a a
CASING PIP T ASSEMBLY MARK NUMBER DNIENSIONS 'T CT ALL ALLY AF1ER RAWITOAMS TO CHECK FOR Rill EROeON, dSLOCATION, ' ~`,tll' I CARRIER FNPE PIPE SUPPOR ENCAS MAWTENANCE; WME MUICN[S rERI001C jy~~ i 1RENCH ! MICIIES OR CHAN OTTOkI NI TH vi ~ Q <rr. ~ - MORE MI DEITN•
RAILROAD HIGHWAY I.D. OR tA111RE. WNDI QIOeOM K OBSERVED, AiilY AOOInONAI MULCH. IF WAeN11i OCCURS, REPAIR , 1 4 A B C AIE earE GRAD[, Rte, AID RFIl,STALL iMlal, coNTWUE WSPECTKIM UNSI YEIETATx1N IS - ~ ~ Z
IA. O.D. O.D, WALL O.D. WALL A T T neslr [sTASUeIm. ~ I, NOMINAL D C W 8 ® . r ,W. ~ 4' 3 B' 1 2` dA. 1 REO'D 22.20 3" 1 3/B" ~ ~
12` 13.20" 24" ,407" 24" ,344" 6" 2" 3/8" 4' ) 3/4' 3/8" / / 1,~. . 3 1 4" 3 B` B" 3/8" 3 4' dA. 1 REO'D 27.50" 3" i 3/E" ~ III I~JI ' ~ ~ ~ I.~ ~I~I~ TR ~A T
18" 19.50" 30' .469" 30" .312" B" 3" 3/B` 6" / / / y8 GUAGE MIRE 1~1 'I - ~ 3&75' 3" 131" A. 1 RE '0 / ~ I C I 3p' 32.00" 42 .583" 42" .189" 12' 4" 3/8" 10` 2 1 /2" 1 /2" 10" i /2" 1 /2" DI 0 ' ~:I I 'i 11 'I ~
' 18" .251" 6` 2" 3/8` 4" 1 3/4" 3/8` 3" 3/B" 1/2" DU. 1 REO'D 14.05' 1 7/8" 3/1' c 8' 9.05" 18' .282 ' ~!IIh~I'ilp
2" 3 8" 3` 1' 3/8" 3" 3/B" 1/2` DIA. 1 REO'D 10.40' 1 7/8" 3/1' FU , 8' 8,90" 12' .251' 12" .251" 5' / I~~ , FLDW ¦ Ir ¦ ¦
" 4" 2 3 4" 3 8" 4" 3/8` 1/2" dA. 1 REO'0 22.30' 3" 1 3/B` ^'~t1'~ 14 15.30 2 i~ ' 4 .407 24 .344 6 2 3/8 / / - ; i r.. ¦ , ;
W ~ i~t 1/2" _ SIGNS ARE 1MTHOUT G]AT91GS DwErl B W. B. TAIAP THE 1RENCH FULL Of
~ z ' ~l ~ ~ SOIL SECURE KITH ROW X OF STAPLES, 10 INCH
A ~ z><,, i ,w; sP CONSULTING ENGINEERS, P.A. ACING 4 NICHES OOWN
, ~ I ~ ~ - II~-1p III ~~t ~ ,l ~ ,.u ;Iy ~ll~ - " I TME I• CIVIL, MUNICIPAL ~C ~~lii~~~~llii~
,Il ~r~ CASING PIPE 2 ' ` ~ ~ ~ ~ ~ i ~ ~ ai ,,d~~'~t I i ,,il II Ili ~ STRUCTURAL ENGINEERS ;Iii li,
1 CARA111 PI1E : r r 1~,~ I 1 < ~~f Cdr ~ II Fl CONSTRUCTION SPECIFICATK)NS~ COMPREHENSIVE ENVIRONMENTAL SERVICES FLOW
~ try w i. I 'j t. CLEAR THE ENTRANCE/EXIT AREA OF ALL VEGETATION, _ ROCKY MOUNT: -
2 1~ ~ i ,I;; i, 2 !F ~'~~I ~I, iii'. ROOTS, AND OTHER OBJECTIONABLE MATERIAL. ~j~~ v ~ 841 SOUTH WESLEYAN BLVD. r r;
!i r~ ~ rr I ~ ~r~ ~ . ~ x'r. ~ X. P~ ~ ' ~ TION SO THAT THE ENTRANCE ROCKY MOUNT, N.C. 27804 r~;,_ ~ X Q,o ~ , 2. GRADE THE ROAD FOUNDA /
~ ~I i PRESS ENDS 8 INCHES 'I ~.'I~I~ Y r r r ~G 0 M/ EXIT WILL HAVE A CROSS SLOPE TO THE SOUTH AND PHONE: [phone].! il~, ; c. ovERLAP - BuRr UPPER END J0`' N' ALL RUNOFF WILL DRAIN TO THE BLOCK AND GRAVEL FA%: [phone]
0iT0 THE SOIL AROUND ~ i I ~ ill~,l' CARRIER B ~ U I STRUCTURES AND STAPLE ;~'I' 1~1;~~, ' _ p~ OF LONER STRIP AS IN A" Q
PIPE 45' C ~ lil ~ll=1i! i~~'~'~ SECURELY i~! 'i! I I < I~ i~l ~li~l~! ~I~I~,~ AND "B". ov~AP END of ~tl,~ ,r ; DROP INLET PROTECTION STRUCTURE. EMAIL: applaneng0aol.com ~ ~ I ~ ~ ~ TOP STRIP 11 MICNES ANO , ~~r r ! 'r 1 ~ ! ~ ~ ,Y_ -WAKE FOREST: -
WHEN USING NETTMIC IN CHANNELS, ROLL OUT STRIPS OF ,,i I I I STAPLE. '1 ND ELEVATION ' o,l ~i r ~ p 3, PUCE STONE TO THE DIMENSIONS, GRADE A
NETTING PARALLEL TO THE DMECTION OF fLOW AND OVER THE PROTECTII# IAULCH, FL o~`` 1> SHOWN. 331 S. WHITE ST. _FLOw ~i-..~il ~ J WAKE FOREST, N.C. 27587 f_C-1 1~ P~ CY 11 H
4J 4 iF 1 . , 4. USE WASHED STONE 2 TO 3 IN SIZE. ENGINEER: [phone] s" MIN. ~ i rin .com
- R STABILIZINQ 103.OS DETAIL FO appianwfOm ndsp g
~~f~ TCHINO . ~ ~ , ; , TO ENVIROtIMENT: [phone] x~f ~ ` 2-3` COARSE AGGREGATE ti NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION a lanwfe~minds rin .com
UTE THA 2 ANNE WITH J r . H L~ „ C 2 1 ~ .d. ~ TIf/'.~- r~~= " - LARGE PILE sTONE RECO?~MENDED} y PREVENT MUD OR SEDIMENT FROM LEAVING THE PP EROSION STOP -FOLD OF ~ SITE. SHOULD MUO BE TRACKED OR WASHED ONTO FAIL: [phone] D
1 T I AN~CETS EXCELS OR BL T 2 ~ I MArnNC BUIlIEO IN SIaT ROAD IT MUST BE REMOVED IMMEDIATELY. - r_ , - ORL . WEB: -
a ~ IB A NETTINQ AND F ER L S$ , t3 ~ N I I~ TRENCH AND TAMPED DOUBLE ROW Oi WW.a a enyln rs.com
TION A-A ~ NOT TO SCALE REV, s-,~-~D ~I SEC '~~;i';,r' STAPLES. 6" HUMP TO DIVERT LEVEL RUNOFF FROM PAVED SPREADER ~ nu ' SECTION A-A
1 T ROAD.
1' I , 1• B 36.0' MIN. 4.0' 10.0' ~ , •'E SS! ~f.~' .'0 '
ROAD Z'; QQ• ~'•:7 2X SLOPE ~ `?s',r tj;
A SEAL ; ' NOT TO SCALE REV. 7-18-94 = =
842
. SECTION B-B - _ 2-3" WASHED STONE SURGE PILE STONE RECOIAIAENDED) - •.NCINE~•• Q'~`
NOT TO SCALE REV. 10-19-94 ~~'~i • 'O GRAVEL ENTRANCE/EXIT: WIDTH-15.0' FLARED TO 25.0' AT RCAD ~
LENGTH-50.0' yip ~ • ~ ~p~~ GRADE-2.Ox Hluuutl .Q
2••
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WER MA SE REV. 11-14-97
I n an ublic roadwa without on a roved copy of ' 1. No work is to begin w o g y p y PP of the encroachment 8. Lengths of sewer pipe have been rounded to the nearest foot. Measurements on sewer lines ed copy are' straight line distance: between manholes.
permit in hand, 9. The com leted s stem shall be subjected to either an infiltration test or a low pressure air a~ ~ Tholes with eccentric cones, p Y ~ J
2. Unless noted otherwise, manholes are to be precast concrete manholes with I teat when pipe has less than 2 of water above top of pipe. Contact Engineer for procedures for
rubber boots and moorbases. Manhole: to meet AASHTO M-199, 3. The following pipe specifications apply only when that material is shown on t shown on the Iona or s ecified low pressure test. Manholes to be subjected to o vacume test. P P
in the Contract Documents for the specific project being bid or constructed. 10. The Contractor shall make arrangements with the local utility authority when connecting to ~ onatructed. Do not substitute
without written approval from the Engineer. existing manholes or mains. ~
a. CLAY PIPES: Cloy pipe shall be extra strength VCP conforming to ASTM ~ Tg to ASTM C-700 or 11. OMITTED
_ _ - _ _ (~~Rq~, (~Ij~EEL,~El3 FOR SEWER Nf~ERCEPTORB PLiuCED w WETLAI~6 ASTM C-200. Joint: in clay pipe shall conform to ASTM C-425. X25. -
-ITT;-11.1- III-~;lil b. OMITTED '~==III IIL--I 1, Wrfiten concurrence from NCDEHNR is required if the utility Ilne 11 Installed parallel to - 12. OMITTED
~I- and clo/er than 10 fat (3 mefen) too :team or 1t the utUliy line crosses c stream
=1.11_ III= channel at less than 75 degras or man than 10S degrees (i.e„ not perpendicular C. OMITTED -11 I- =-1 11- _ ~ fissure Class 350 Ductile Iron
=III:---.III LI}-=111= stream cro:1?ng) of the stream bank: d. DIP SEWER PIPE: Ductile Iron Gravity Sewer pipe shall be pressure Class - 1, Construction corridors parallel io streams shall be placed of Nle f uriheat distance Pipe for all pipe up to and including 12" and shall conform to ASTM A to ASTM A 746 and ANSI 13. OMITTED /
=III- III- from the stream to the maximum extent procticablr, _ ~ 1= Iedim.nt and erosion control racticea an utnlz.d to prevent AWWA C151/A21.51.91. Ductile Iron Sewer Pipe interior Lining shall meet shall meet ANSI/AWWA - r
3. Thai established P ms II a violations of the appropriate iurb(dity water quality standard 50 NTUs in strew C104/A21.4 for Ductile Iron Force Mains, these same standards aha pp , I . FiHln s 14. Contractor shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench. ds shall app y g ntil a stand of rase is
and riven not de•Ignoied o: trout waters by NCDEHNR, 25 Us in all :alt wafer accordance with the re uirementa of ANSI/AWWA I uctile iron In ANSI AWWA C153 A21.53, All sedimentation control measures shall be kept In operable condition u g / /
red all lakes and reservoirs; and 10 NTUs in trout wahn). All sediment shall bed q UTILITY LINE C1oleee, a measures laced In wetlands shall be removed and the natural ANSI/AWWA C110/A21.10. Mechonicol joints and slip joints shall con arm (DIAMETER VARIES) and erosion contra p rm to ANSI AWWA established and the area is capable of resisting erosion by wind and rain. All erosion control L slal• hall confo / ~ measures shall be removed when authorized by the Engineer after the completion of the project.
grade restored offer the Division of land Resources has released the project; C 111 /A21.1 1 15. All excavated wood and rocks shall be disposed off site by the Contractor. Bury will not be
A S B CONCRETE 4. Annual species suNable for Wei locations shall M planted wNhln jurisdictional 4. Pi • beddin on all pipe to be minimum Class C, cL S wetlands for soil and erosion control. Perennials such as fescue are prohibited; P g OR COMPACTED CLAY ermitted on-site. ~ P `I
5, No fertilizer Ihall be applied within 10 fat (3 meters) of streams; ion la to be included in the 16. OMITTED
6, The construction corridor (Including access roads and stookpNing of materials) is 5. Any well pointing, dewatering, etc. needed during sewer construction le to be - - - limited to 4o tat (t2,2 mefen) In width and must be lnlnlrnlzed to the maximum cost of the line laid. Utilize select fill Irom on-site for trench borrow when >orrow when needed. If material -
I=111-=111-~ extent practicable. y availability with Geotechnical -
I iii t t comin into contact of a select nature is not available, bring in from off-site. Verify availability II 7. IAeoaures shall be taken to prevent live or fresh concre a ram g s' TRENCH NID1H NOT 6` with waters of the (tote until the concrete has hardened; Engineer if questionable. i tin ro ert corner markers. All
TO ExcEED 40' g, Permanent, maintained access corridors shall be resirlcled to minimum width 6. The minimum clearances for water, sewer and storm drainage fines shalt e yes shall be as follows: 17. Contractor shall take proper precautions not to disturb ex s g p p y t i
practicable and shall not exceed 10 fat (3 meters) in wldlh except of manhole Horizontal ~(11~S9j disturbed property corner markers shall be replaced by a Realstered Land urvevor. °
locations. A 10 feet 3 mefen b 10 tai (3 mefen) pKpsTldlCUlar vehicle , ( ) y 10 18 w water above sl i~i~:..T~ t Iwlt 500 fat 152.4 mefen o rl, Water and Sewer / turnaround must be spaced a ( ) Pa „ w r 18. Contractor shall provide Class I rip rap on all disturbed stream banks and bottoms immediately ~ Ater above se e after cro:sing.
9. An anti-seep collar shall b• placed at the downstream (utility Ilse gradient) wetland Water and Storm Dra(nage - 12 Y 19. All coat for the rovision of erosion control ri ra ,jute meshing, matting, grass seeding and ~ p P P
boundary and every 150 fat (45.7 meter:) up the gradkint until the utility exits the Sewer and Storm Drains e - 12" wetland for buried utility Ilnes, Anti-sap tailors may be constructed with class B g silt fence shall be included in unit price bid unless a unit price has been provided in the proposal. Ir i e :hall not exceed 100 V °
Per endiculor wetland crosel k+a than 15o feet 7. Maximum allowable infiltration rate at the outlet end of the sewer pipe :hall .III -I, I I 1 I I III, 1, I, I~ I, L~ ~ J' concrete or compacted oloy p - nN PP of i e length along the entire 20. OMITTED e~¦1
~ II--III.:=11 III.-III 45.7 mefen) Iona do not require anti lap aollan. allone r day per one inch of pipe nominal diameter per mile of pipe lens i_ _ - CLA5S B CONCRETE OR ( g - ~ I-- (I.I COMPACTED CLAY system. PP _ sal• o _ ~ a
=:I_LI_ =1 III-~ ANTI-sEEP coLLAR - The compacted cloy shall have a specific discharge of 1x10 cm/sec or lea, A
11=I_II MAx. SPAGNG 150' o.c. section and plan view diagram is attached for compacted oky and concrete oMh =1II-1I 1II i11-_ seep collars. HNR a rovin line lacement. o 21. No work is to begin until permit Is in hand from the NCDE pp g p °
N 10. Placement of rip rap is restricted io stream bottom and banks directly impacted by 22. OMITTED _ ~
the placement of the utiiity I(ne, The stream berm muss be restored to the original contour after construction. a
6" s' 11. There shall be no permanent changes in preconstruction 23. MANHOLE CASTINGS: Vulcan v-1984-95 adjustable or approved equal. s~ o
_ii! elevation contours In waters or wdlonds. The designer /contractor will haw a 24. Existin Manholes or Wetwells qualify as "confined" and require compliance with OSHA "Confined N
-_:-.III III=-III==-1'.. specific plan for restoring wetland contours. Any excess material will be nmawd ~~I-lilll 11 E = -11I. -1I1= to o high ground disposal area; g " Access Ent re uirementa. Certified equipment, proper notification and other applicable equipment
- _ -1i ova uide lino enerall follow the COE Nationwide Permit 12 or Regional 11-111--III 111TH ,1, Th. ab g g y TLANDS WE REV. 2-1-99 ry q L and or devices may be necessary to protect workers, after system is operational, from hydrogen- \ °
Permit 049 (U111ity line backilll and bedding). However, designer /developer / contractor Is responsible for filing necess+sry permits and folkwing any other 1. OMITTED sulfide gas build-up or an otherwise oxygen-less environment. ¦
p~ guidelines applicable under such permits. - :~`'Y. 25. The contractor shall provide to Engineer, upon completion of water and sewer construction, record
drawin s of the sewer installation specifically showing/depicting any deviations from the permitted g plans. Plans are to be marked in red and submitted to Engineer. The final payment request will °
~ ~ 2. OMITTED ¦ not be submitted to the owner nor will a "certificate of substantial completion be issued until these m
"red-lined Ions" have been cam leted and received b the En ineer. ~
unT T!1 ccar REV 11-14-n z T'1.1. .11. ?,,,Q hears .,,,.I„nf.Yt fnr L~l .lurisdiriinnal Wetlands and the wetland I nds have been surve ed P P y g the WetO Y nc ~uuti.. __-1..-_~~~ ~~~....~.i1.1. i... .,..ii4.,i.... hnnl n~ilhnrl+~ ni 41m~ nnr~ r~n4~ h• Winne ~A cemmance ~A
11110 011V 11%A~ - LO. vnlliy uUmIUclvI IM ivsyvnawi• Iwo iivniTn1y r ? etland impact exceeds 1 /3 of an acre; construction.
and confirmed by the US Army Corps of Engineers. The total wetland impac are required. Grading and land streams shall be constructed of Class 350 Ductile Iron Pipe with crossing s °
therefore, a 404 Wetland Permit and a 401 Water Quality Permit are requires disturbance shall only take place in permitted wetland fill areas. Wetland di Wetland disturbance shall not exceed 27. Sewers entering or I joints that conform to ANSI/AWWA C111/A21.11. mechanics
1 /3 of an acre unless the Wetland Permit has been secured and the Contra N 0 -Z the Contractor has in hand. 28. For stream crossings in which the proposed sewer is placed below the 25 year flood elevation, a
4. OMITTED letter shall be provided by the utility owner upon certification stating: "regular and proper inspection
and maintenance of the aerial crossing shall be provided to insure that the creek/stream flow is not 96-108 0
impeded and that no damage will be caused to upstream or adjacent properties." i D-0000
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GENERAL NOTES D
0 0 0 0 0 0 o p o ~ ~ PQOPCa~~I ~ilaP
o p o o p o ~ e e LS ~U U~ ll Q~~UIl ~II~JDV~~~~~~ ~11V ll U~ OV U ~~L~IS ~ L" ~o
0 0 0 ~ 0 00 40 ~0
1. Boundary and Topographical survey provided by Joyner, Keeny,
and Associates. Reference datum is MSL. C~C~~~3 M9b04Qi,~C~G°3 O~IDM~`~G°~OGJ~ C~~~1~~~ OM~'C~Q~d ~4Qo
2. All materials and construction shall meet the City of Rocky Mount's klanual of Specifications, StandQrds and Oesign, latest 40 ~3~1~~0
revision. C~C~~4 ~~104Qa1~G°~ ~aDM~~G°~DQ~, C~C~~1~'C~G°~ ~1~~ OM4l~aL~~ ~~'Qo
3. The Contractor shall be responsible for all work zone
traffic control in or adjacent to NCDOT or City right-of-way. ~3~1~~® 1~0 44~~®
All si ns, pavement mark(ngs and other traffic control devices 9 C~C~°g C~0~1~~'G°~MC~'00~1 a04CC5~ Q~1D DC~~'QOL~~
shall conform to the Manual on Uniform Traffic Control Devices 0 0 0 e D D e CMG ~ C~Ob~T~'~C~~'0 a ~J ~C~ C4GJ0~~ 0 0 ~ Q~1D D
(MUTCD), 1988 edition as amended.
4. Contractor to call the North Carolina One-Call center at 1-
for locations of exlstin utilities rior to +~co 800-632-4949 g p Rp~K,
dl in . Allow 48 hours prior notice. Any relocation of ~5~ tic ~ 99 9 ~ i
existing utilities will be at the developers expanse. There is
an existing underground fiber optic cable along NC 48 which runs h i
a raximatel 30' off the ed a of avement. The new sewerline ~ McLANE PP Y 9 P ~ x"; I ::I~~ '
will cross this cable. Contractor shall notify the cable owner before di In and exercise extreme caution when makin this
99 9 9 crossing!
5. Contractor shall comply with oil pertinent provisions of the NO11711 i ~
p w Manual of Accident Pnventfon In Construction iswed by the AGC
of America, Inc. and the Safety and Health Regulallons for r SITE PLAN ND ~E S(TE INFO. V
Construction issued b the U.S. Department of labor. a`' ~.0\iA~ r LINEAR f00TACE ~ LOCATION SKETCH -essaaassa Elt CURB i< GUTIER ~ EXTENSION: 3433 L.F.
6. City of Rocky Mount Utilities will be used. Contraclo~ to NOT To SCALE NOT TO SCALE - TO ~xl
: coordinate Installation and inspection with City. AREA DISTURBED 1.6 Ac.
7. Property Is not located within a mapped floodway area. U{; Ex .AAE+~ LICE. ~
8. Wetlands on the site are shown.
9. The project is located in Nash County, NC, though the ~/Vy- f>L E1EC. IINE
proposed sewer main is to be owned and maintained by the City of
Rocky Mount.
10. Contractor to be paid for actual quantities installed. -ss- - E]L S~IMTARY SEMER 1111 ~ ~
11. All pipe lengths are horizontal distance and are approximate. ~R
12. Contractor to disturb os little area os possible and to -w-- a Ir?~cR llw pQ'.••fES !p ~
maintain sediment control on the site. o ••y
13. Eosments on outfall are to be cleared completely. Dispose of material f ~ ----950---- SEAL
and stumps In an approved LCID landfill. No burning is permitted coNralR 8421
without a permit and an approved burning site. •.F
D 0° D o a oso ~novos~o cc~rouR ••NCINE~.•
AS ATEWAY PARTNERSI AROLIH C /Iuuuul??` ~ e5o.oa ~d' ~NERSHIP ~
TT II HYLLI 0 EN N P
LS R AD 2 FAL 47 D IT' ss r wwiol~ i
NT N 278 4 YM U RO K
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I PERAMT APPROVALS: I
e _ sEw~R c~uFCnoN sYSTE?~:
KEEN A OCIATE Y R Y SS S 0 NE & J ,TES N.C. OEHNR PERWT No- DATE: 4
0 N 27 4 M U T N 84 ROCKY C
252-977- 1 4
`r'
v L N0. ~ DATE: DESCRIPnON: BY: CAD: T..
U .r.,
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the ro ert of the En ineer for use under his supervision. No reproduction or other use is allowec use is allowed without his permission ~ J , S U
instruments of service for a particular site or building improvement and remains p P Y 9 ~f G m V „fS ~ r
i ht 1998 Appian Consulting Engineers, P. A. These drawings nave been prepored os © COp ~ g ~ `a~~°~ t''a' ~ ~riyR: "N' u, m
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& THOMAS J. ~ ~ a PEARSALL, JR. \ D.B. 821 - P .353 ~ \
\ • 9 ' I TE QP ~ \ s
~ Approx. 100 Year Flood Fringe,
= 113,0' MSL ~ ~ ~ ¦ Elev. ( )
\ MOTEL 6 ~ ~0 !?i ' ~ OPERA T! ~ ~ 0 sro \ ~ ¦
N ij. 1267 - P 459 w QQ a Fig ,~q giN \
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y 1. ~ ;w ~ v 0' 1175 931 VSJ, INC. ~ ~ L / , - NEERS P.A. CONSULTING ENGI
I G~1 ~ ~ ' S , 0' 1379/312 ` o' i d, ° I ~ ~ 0 ' 0 F /F cp - CIVIL, MUNICIPAL do ,pC , ex~snNC wEr Stu - 1 A ~ UCTURAL ENGINEERS
Iti~ 1 1 '0 0 " g8 2 F ~ ,e1 ,3' ~~z F W .S .h ~ LOT 2 ~ LOT i ~ qe \ S \ FF STR s COMPREHENSIVE
~ ~ EiF .3 Q . :6Q ~ M EIP •8 FT 1.13 ~ tb a'io 1 F B. 2 ] - p • 8 ~ 7 ti \ SERVICES 6 ENVIRONMENTAL
~ ~ 6 9 3 ~8 6 NU7'19'00" 1` ~ ~'0° ' AFq . A \ c`'q Ei ROCKY MOUNT:
W CEMETERY 1 • S6 ° _ ~ g ~'S A RS ~ ~ ~ F M/T 841 SOUTH WESLEYAN BLVD. 9. ~ ~<< ~ ~ ~0 0,~ 27804
10 • - 0 7 0 ~ q<< 0.00 .Sep ' • (Part ai`~'P.•8!ns12J~°d 11) ~j' a(v. S~ 6•, 0,~ S 0 3 2S o6 , 8 F 6'' \ 0~ ROCKY MOUNT, N.C. F ~ S AFT PHONE: [phone]
~ C ~ 4' `EIP ET I NfP O ~ rJI,.S 1~ ~0"bb' • '1~~ SEED AL •0 F , 0• Qom,, . Q ~ 1 NIP T 9~ ~ ~ 0 qi
100.00 P Rox ~aG~na+ EEx~~ss ~ ~ . > ~ ,y4,i - - a .1 P 5~- 1.-54 =*~iM•.•~,•- . T -'SS^-^ -~n'•'~• , J NiP ' s8 ~ , "ll c ~ . Or ~Fp FAX: [phone] S ~ \ WAKE FOREST:
. , ....rM 1ION EX 6" F ~ p Ro • ~ tr ~0 Rl 331 S. WHITE ST.
N 1 ~ °1 y'UO"4v ,wPR ox. I.ocA 3p , U.TIL! T° , E,P • ~ s I:MP Y ~/+S~ME~tT ~ ~ ,AA ~S~~q 0' ~ / ~ WAKE FOREST, N,C, 27587
100 ~ ~ ~ ~ RIP-RAP Rik ~n ~ . UD DITCH `iI: ~4~.• BECK l • . ~ INEER: 919 570-1809 Y D/ SMl1-H ENG ( )
' & CLAUDET h: ENVIRONMENT: [phone] ~ D• RE ES \
Fx ~ ~ D.B. 1 X60 ' \ FAX; [phone] ~ 5,.,,: 1 j °Rio WIDE WEB:
'tie 6 "I'q ECM . 1 ,~2~ ) °e ~ti WORLD s ' ~ o .appianengineers.com
GkiG1NAi DEED LINE ~ Q F y ( S U B. 1279 - P . I i 1 ~ • '0 ~ ~ ~ S~` ~ S. ~ l AI :app ne
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~ \ 1 1~ ~ 1 h 11 ~ 1; . 4GQ ~ ~ 8~ . ~ rcR~o ` , i/~` / / ~ 8421
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BEFORE - ~ - - - - ~ y YOU OIG 1 ~ 5 I I a
~u TOLL ~ 1 '.105, 61 ~ TO L orwar II ~ ~
-i300- Q ~ 632-4949 ' R~ t'. 1.61 A C. R W ~ 2
i5 1 NORTH , r J Z II ~I ~Q~
~ ~ ~ ip4°OQ AG~'~NET CAROLINA ` ~ I - , \ DOROTHY BROWN Wl r J w ~ D. NFREE
ONE-CALL 1 ~ ~ ~ CENTER t ~ ~ t ~ I I• ~ 2 ~ B. 1456 - P . 179 I~ U~o g
III ~ ll ~
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These plans an for bidding purposes only and ~ •1 ~ ~ ~1 I , 1
of to be used as Construction drawings ` an n Q ~ ~ y t0 unl s initialed and dated as approved for D ~ TEt ~ CABLE" 1 ~ ~ 6 ~ I ~ ~
ucilon b b the Engineer. ~ ~ ~ GP C r Y P ~ J GP II JP II ~
C i uctlon: ` ~ ~ ~ I I.~ ~
p ~ ~ . Date.1 'v 1 ~ ,,.'1 :Ilr
t ~ II•
~ ~ ~ ~ ~ ~ 1 / / /
Mlbved to be a correct e:e drawln re `a ~ Th ~ ut 1.' ~ <I r ~ 7
repro:eniation of actual field condition: b „~~p , . d as such. ~ i}H - are not worronte Nl y"4~'UU" / v~'`~ c ~
W ~ ' ~ ~ ,
100. • ~ B : Date: 00 ~ Y ~
APPROX. LOCATION EX. ~ 6' SS FORCE MAIN ~c~i//
FELD VERIF . N 15 40 00 W , ,/i / ~ 0 p ' ~ ~
~i~dl~ 1 Ma ~n" ' ~0 % NO WETLANDS SURVEY ~ NUNDARY DE 1 ~ . , x 00.00 ~P~ ~ ~ ~ ~ ~ PERFORMED. APPRO%. SURVEY / j 0 •~G ~ ~
APP ~ ~ ~ ~ ~ WETLANDS LINE SHOWN ~ ~ ~ • NOT FOR RECORDATION. ROx LOCATION Ex / ' E SHOWN ~ ~ / ~ 8 ~ ~
12' WATER MAIN ~ „ / ~ ~ Z ~ ~ ~ ~ 9'15 00 W i . $6. ~ ~ ~ i ^ O ~ ~
p~ FIELD VERIf / ~ • ~ ~ ~ ~ ~ • COLORED CO 100.0 • . ~ ~ ~ W 7~ W ~ ~ ~ ~ ~
onstrucilon 0 / ~ In an effort to maintain qualltp design and c ~r~~ . • - MEAANDS - ~ ~ ~
t rotocol to ~ _1 4 - ~ - Applan has ntablished a plan cover sheep N02 28'00 W i - - _ -
ensure that the involved partlea are all working from - _ _ Ens _ ' 71. the most recent plan rwision. Appian has assigned colors 100.00 T6"KC (sa) _ 9 . •t~ ~ ~
v r sheet to corm red with stages of the 12 7 r, - io the plan ca a Po _
rucilon cocas: WHITE for agency review/ NU 1 " ' NfP design / const p d -1 OU E
preliminary phase; BLUE for the bidding phase; on ould note that 7 86'44.'00" 1400, 66 A for the construction phase. Controctor sh .OU L A L ~ EIP W PiN / E POINTERS
the onl sei of Ions to be used for construction are ~ i N 8b'42 Y p ~ 1.59 to contact the ~ 8.70)
those with a gold cover. Contractor Is project engineer to obtain the most current plan. O I
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~y~p~~~yy~ ~~~ry naN u.c. FIBER DPnc cAeLEU ~ C~IJ~TFiUCTION Wv-1.~ . La Q APPROca~~rv~~nrw accoRF 9EGINNINC CONSTRUC110NI ~ 11 1 C1'r
t... ~ u 1 ~T A ~11C.A 6:7 _ - _
Thos drawings do not contain the re uir.mana Iwo p ?u++ •L.- , 3 nnn 0 1 M Ot
Job safety. All provisions for safety shall be the sole A
responsibility of the contractor.
EXI8rM C *CffK O MH STA 43+66.08 Z-m w
The contractor shall be responsible for reviewing all 1 SCALE: 1• - 200' 96-108 D-0000
existing job conditions. Any adverse existing conditions goo soo soo goo eoo
affecting work shown on these drawings shall be 3 brought to the attention of the engineer for possible J. N. [A Y( OR 200 CE-1
clarification or reconciliation. U.tJ. 524 Rv 39 t koM F'f?ONIA H I Y.

_ _ ~ /
~ ~ ~ r his su ervision. No reproduction or other use is ollow~ ;r use is ollowed without his permission. ~ U p m V
r /uildin improverrrer~t a d rem°~ns"th operty of the Engineer for use unde P in trumenis of s+~r~ice for o particular site o C 9
1998 A ion Consulting Engineers, P. A. These drawinys hove been prepared as s ©Copyright PP } m
/ ~ o
/ .....T.~~..~ ,n ~ y O
/ N
/ / / ~ LL / ~ 0 O~i N I (n
/ r . ' . Z " ~ .
/ / AS BEEN °I° ~ NO CONSTRUCTION IS TO TAKE PLACE UNTIL McLANE H 0 F
/ ~ ~ e V OTICE TO McLANE. PROVIDE - a CONTACTED. ENGINEER WILL GI E N ~ -
48 HOURS NOTICE BEFORE STAKING $ ENGINEER WITH A MINIMUM OF
/ 13+18.15 CLEARING LIMITS. r W m ~
ff 0
s ~ ~ / ~ . ~ ~ \ 1 , , . , ~ i-, / \ , , , . . . . . . , . N('~~ ,II
I\ 1 / \ \
. . ,~;R,AN's~FFE ' MH STA 20+06.01 0
\ sr\ft \ ~ ! \ i~/ / / \ \ \ \ ~ i \ • , • \ ~ fx. ~w as / / \ \ ~ p0 NOT ALTER EXISTING _ " - . . . ....~Y~. ` . _ ` , , STA 20+80.90
\ \ \ \ ~ REPLACE TO A CONDITION / \ \ \ ~ A G ADE IN WETLANDS. / EQUAL TO OR BETTER / \ \ 8 \ SURFACE R MH ~ < ~
\ \S \ ~ \ / \ \ ~r A \ \ r\ \ \ \ / EC~2./ / \ \ ~0\ I . BUfF'ER ~ . , ~ .....'.i;~.. , ~ d \ g ~ Z •
\ \ \ / \ / h / \ \ ss \ ~ 1. \ ss \ \ \ / / y / / \ \ \ ~
\ \ \ ~ / / \ \ \ ~I ~
\ \ y ~ / / ? rp / / 1 g ~ ~
ss \ / / / / \ \ \ ;
\ \ ~ NOT DISTURB - ATED / / / / ® \ \ \ SEE APPIAN PLANS D \ \ \ ~ 1 iii \ ~ / ~ \ 111
PT. 9 1994 FOR INFORMATION \ / / / \ \ cP\ sE a/ / \ \,b \ AT1VE TO THIS LINE. \ \ ~ \
t ~ E1,~ fY / / \ \ \ ` ~ ' CCU ~ / \ \ ~ . / / \ \ \ _ ~ ZO ~
\ / ,y0 ? , / v \ \ , 0 ~ , „ 8 N 8 ~ ~ ~ ~ ~ ~ : ~ , \ \ ~ \ ~ fq~f ' CONSULTING ENGINEERS, P.A.
10100.00 ( / ~ ~ \ \ \ ~ / , - o EX. MH STA ,a, \ . e , B ~ \ ~f r ~ ~ro CIVIL, IrfUNICIPAL 8C ~ ~ ~ ~ x = ~ , 1 ~.1 ~ - ~ ~ . , RAL ENGINEERS
X. 5' STUB OF 12' DIP \ / / / / \ \ \ ' ` _ . ~ ~ ~ 8 ~ ~ • U E PLUG 0 0.251L / n ~ • ~ r > / / \ \ \ ~ ~ . 50 W~ h 4~ 9 / \ ~ ~ ~ ~ ~ y„ o. E i ~ ' . _ . ~ ~ . COMPREHENSIVE T~• r _ 1 .\„o , , . _ ENVIRONMENTAL SERVICES
MATCH EX. S1U8 ELEV. h ~ \ / \ \ / / \ \ 16• ~x ~ ~ ~ ,Ilp ~ \ ~ \ ~ -
AND PROCEED. / / \ ~ 1 0• ~ ~ ~ ' - .T, • r _ N -ROCKY MOUNT• 1 ~ ti . °_'U ..'QO ~ ~ N H WESLEYAN BLVD.
- ~ - . 1, A~ ~ ~ i?. . \ \ 841 SOOT fq~f `~S ~ - - - - - ~ ROCKY FOUNT, N.C. 21804
SEE APPIAN PLANS DAZED / ~ / \ ~ / ? ~ , SEPT. 9, 1994 FOR INFORMATION / \ ~fp ~ 153.18' 972-1703 PLACE ] 2 ~ CO r . \ N PHONE: (252)
ATIVE TO THIS LINE. h ~ > > ~ STA 1O'~80.54 - , ~ " ~ ` REL / h 9~ - ANCH01'~, ON . 18~ J . ~ ~ ~ ~ ~ \ ~ - FAX: [phone] ~,rw Q
/ / 0P? PLACE CLASS I (18 DEPTH) F,~ ' AS SHOWN IN HIS-~CREA 1 ~ . EMAIL: appfanmg0aol.com
/ / Q RIP RAP MI DITCH ON gS1URBED _ / / ~ STREAM 8EO OVER FILIER FABRIC „ - „ PER DETAIL'S 7 ~ (A -WAKE FOREST: - ~,e ,
~ / ~ , / / / 1525' - ; ~ 331 S. WHITE ST, ~a,,, - ~ WAKE FOREST, N.C. 2756
h , c. . , ' -~I - :I - ~ ~ 92.82 (back) 570-7808 ~ MH STA 22+ ENGINEER: (919)
/ ~ STA 1607.08 ~F~. MH , BEFORE ~ ~ , a / - OR CONCRETE ANTI-SEEP ,~/`v~/ ~ CLAY ~ ~ 3 v~F~ ~ - ~ Inds rin .com ,.e. forward) a fanwfOm P 9 A 22+53.06 ( PP • 1 ~ ,l MH ST
you ac / ~ e//~ CED Q 150' ,~,.1. cAU riXt rrttE t' COLLAR TO BE PLA ,:,.a • ENVIRONMENT: [phone]
. - > / /~~r. / ,--PER DETAIL 8.71 WHEN 1-600- ~ / - O.C r'e:e ~ ~ - i _ ~ a ianwie0mindspring.com PP
632-4949 ~ / hh ING WETLANDS. - yam feDUSiRIES - / / C S ~asnwc - ~ FAX: [phone] i O
NORiH / / ~ • ~ CAROLINA , ~•Q' ~ / r~ . -WORLD WIDE WEB: - ~ ~ ~ - ww ppion~ngineer .com
ONE-CALL ~ ~ / / ' 1 111111
CENTER J>„ o .,a~ . i ~ 1
s
in ur oses only and These plans: are for bidd g p p ~,t 19 N o ~ ~ Q j- -
are not to be used as Construction drawing: a roved for ~ ~ o ~ ~ 5 L ~ ~J 1.1 l ti ,:7 i~ ~ i
unless initialed and doted as pp ,;4., d., , _ ~ 8421 .,e , 1, ~ ~ •1"',.
Con ctlon below by the Engineer. ,i .,T'~ r : .,F ~
A ro o uctlon: 'Oi1 ,,:.~s ~ - - ~ Y 0 t. - i 1 i ~ 1
Date: ' s 1 4 1
~ , ` , .It7~ •
These drowinps on believed to be o correct
re neeniatlon of octuol Held conditions but P are not warronted as such.
INV OUT INV(IN) INV(IN) REMARKS Dote: N0. STATION TOP ( ) 6y PRa 107.53 EX1S11NG
sA~N EX. 10+00.00 EX. 116.56 Ell 107.43 EX. 107.43
nts for D~ 7.13' , MOORBASE These drawings do not contain the requireme solo 1 10+80.54 114.97 107.84 107.92 q i
ob safety. All provisions for safety shall be the 108.93 D~ 10.63' , MOORBASE, FLAT TOP
~ he contractor. 2 13+18.15 119.48 108.85 responsibility oft D=10,46' , MOORBASE, FLAT TOP 3 16+07.08 12a53 110.07 110.15
EXIS'TWG CX)NDITION~ 111.81 0~ 5.13 , MoORBASE, FLAT TOP SCALE: SCALE: 1' ~ 50' ~
contractor shall be responsible for reviewing all 4 20+06.01 116.88 111.73 AT TOP The D~ 5.13' , MOORBASE, FL
exlatin ob conditions. Any adverse existing conditions A 20+80.90 117.22 112.08 111.17 ~ drawin s shall be 5 fact n work shown on the:e ti _ ~ MOORBASE, FLAT TOP o ~ 50 100 12S 1S0 17S 200
°f g n of the en sneer for po:Bible 22+92.82 (bock) D=5.13 , brou hi to the attentio 9 g 118.13 113.00 113.08
cation or reconciliation. 22+53.06 (forword) clad t 5 5
4
3 2 _ .
1 ~ v N___ `
_ 8 ~ N s ; - - - . ; -
s ~ - - - x 4- • , ~ , ~ ~ N ~ _ _ - - _ a ~ - - - 125 ~
_ __d n--- v! _ . _ _ . _ h - - - _ g
----E Lr - - . > - ~ 7 _ _ _ ~ _ - $ N n M _ - _ rn n - - _;_-1 _
4--- - - - - - aa - - - _ Y S O 125 ; ~ ~ ~ _ _ - - Sy ~ (V - N
- - - _ - PIP WHEN SE LED COVER NC ORS ON
t_ ~ _ ~ - ~ _ ~ ~ _ _ - ----NOTE: ROYIDE ANC ORS ON ~ m _ _ _ ~i ~m m _ URF71 1~S5-THA -T0": _ _ $ - _ _ 120 ¦I¦~ -T ~ CEj-1 - _
- 1
' r D0 NOT ALTER EXIS ~ - < ~ ~ SURFAC G E IN WETLANDS. _ - - - - - - .0 - .~i
_ ~ + 120 ~v ~ ~ o ~ ~ • - - I - - - - ~ j - ~ - - - - - - - -
- N _ - _ +
. _ _ - - .~-~~s' _ ~ _ _ -
APPROX 100 YEAR i'. _ . _ ~ _ _ - - - - - - - - - - . ~ - PRO%. 100 YR: OOO ELEVATION r v
--EL000. >r,-113.64... _ r - - - - - ~ _ , ~ ~ ~ ts' oIP Q _ N
1 _ . 1~ - - - - 1 . _ - ~ _ - _
_ . . - - _ o +a.4x ~ N - r - -
I _ - ~I - W-~ - . _ N ~ .
I I - _ . _ _ M '11 . _.._I - _ BOT10M aTCH 1 ~ y 5 SS 0 + ,4X Z 1~ ~
I TOP ENCASEME 109.28 _ ~ h n ~ PLACE CLASS I AP N V N
II II ~ _ (15'wx2S'l) 18' Ot~TN - - ANCFIOR ON EAC . te' .rt.
TREAM 6ANK - 4F 12 0~ + ~ - 1~ I I ON OISTUR8E0 - _ - ~ ` - _ - - a?s worw-u+- s -AREA - . - - _ f" - - ~ _ _ _ - - N _ . _ (PER DETAIL $.4.,. l
I I77 LF 12' oIP ~ ~ 12' Op ss i0•4 _ . - 3• - _ I Ss a +o. _ - - W W ~
_ _ - - Z Z
- L _ _ . _ .
ENCASEYENT - DETAIL 0.1] - - ~ - I
105 . - U _ - _ - _ _ _ . _ ~ F-
CUY OR CONCRETE ANTI-SEEP - -
_ _ a COLLAR TO 8E PUCED- 0 - 450 - - ~ ~ o . Q Q 100 i..
O ~ + , m ac. ~Ea. nETAU~.e.~~. _ _ _ _ . ~ + _ - r _ _..y - . _ ..y _ - - N ~ - o~ ~ - ~ ~
" ~ CRO I G W LANDS. - M p a d - ~ - Y ~ h ~ N _ - ~1 . _ _
- - ' ~ 100 rM ~ N W= . _m p G _ O Y ~ - pp _ _ _ _ - ~w - - C _ - _ ~ 1- _ _ -
C N - n _ _ - ~ r ~ O ~ - . ~ _ - - ~ z.. - - ~ - t _ - lV - t' 1, -
~;E ~ ~ ~ - ~iV
' - ~ ;E _ . ~ , N ~ ~ ~ - N _ . ~ - > Z - > > Z Z Z - _ _ z z -
l y ' zza in Z
I ~ ~
9J WWa W =Z
L90- 96-108
22+00 23+00 D-0000
17+00 18+00 18+00 19+00 20+00 21+00
'90 15+00 16+00 +00 13+00 14+00 CE •2
11+00 12 10+00

er use is ollowed without his permisslo~•
nd remains the ropert of the Engineer for use under his supervision. No reproduction or other use is allow r P.A These drawin s have been prepared os instruments of serwce for o particular site or building improvement o P Y ~ J ' G \ 0 m U
© Copyright 1998 Appian Consulting Enginee s, 9
\ \
- S ~ ~ m - - EX• NE11.~ ~ \
I MH S .A 32+05.63
, o 1 ~ W
I / o ~ \ rn m
INV IN INV IN REMARKS • ~ , N TOP INV OUT) ( ) ( ) NT N0. STATIO ( ASEME pEcU EASEMENT _ - - y 147,71' ~ ~ rn ~
20 DEcU E _ . - = 2.83 SHALLOW MH, FLAT TOP ~ _ - N N _ _ - ~ SD-13 In ~
8 28+11.83 117.13 114.50 114.58 D ~ i _ _ _ _ - - - o ~ o ~ ~ _ _ \ ~ z I 8 ~ NEAANDS IS60ACRES op
115,67 0= 2.63' ,SHALLOW AIH, FLAT TOP 1 . ~ ~ _ _ _ - 8 - 7 28+67,63 118.22 115.59 ~ ~ ~ _ _ _ _ ~ ~ ALLOW SWAIE \ Q F
. 1 117.09 D=3.83' ,SHALLOW AIH, FLAT TOP I . ''a~....'..~ _ 8 32+05.63 120.64 117 0 _ _ _ D= 4.13' . IAOORBASE, FLAT TOP I ~ ~ ~ _ _ ' - P, 10' UTIL EA$EI : - pSEMENT ~ ~ ~ ~ ~ \
9 35+11.63 122.43 118.30 118.38 1' ~ , _ _ _ _ - TEM ~ _-I- wIP, 10' UTIL E 8 ~ ~ ~ . Y W
~ ~ ~ ~ \ m ~ ~ ~
, I al. l ~ ~ ~ NO WETLANDS SURVEY \ ~ ~ ~ ~ ~ PERFORMED. APPROX. o ~ i ~ , k
~ , ' ~l ~ MH STA 28+fi7.fi3 WETLANDS UNE SHOWN \ 8+67.fi3 pR
~ ~yy ~i ~ J
. l.. . l ~,ti ~ ~ • ~ \ ? S,S ~ \ ~ II ~ ~ II
- ~ ~ ' ~ 5 11.63 MH STA 3 +
~t ~~'3i ~ ~ ~ a
~ ~ ' . ' r ' i o i . 1 ~ o
( _ ~ „ ~ ` 1 1 ~ ~
. - ~ ~ i PLACE 12 DIP CONCRETE ~ i < i ANCHOR ON EACH 18 JT. 1 1 ~ a 1 \
L i ~ r ' AS SHOWN IN THIS AREA 1 ~ ~ 04 i \ o 1 1 1 Z
i.'..'' . ~ i i PER DETAIL 8.47 1 1 1
G ~ j , ~ 1 1 1 1 1
I,, , ~ ~ , I 1 1 ENO.
~ M ~ ~ al 20 0 x,11 1
V /I ~ 1;~ 1~ ¦ ¦ ¦ ¦ ,1 1 ply
G • 1 ~ 1 1~ 1 ¦
7 Z ~ / ~1 1 IZ \rl 1 1.~
~ ~f ~ 1~ ~1 1 1 I
.....'1.. l f / ' / / 1. 1 ~ 1 1 1 CONSULTING ENGINEERS, P.A.
MH STA 26+11.63 , 1 1 CIVIL, MUNICIPAL do I, ~1 1 1 1 STRUCTURAL ENGINEERS
' ~ ~ 1 \ 1 1 1 COMPREHENSIVE
J . • . ~ ~ ~ ~ 1 1 ENVIRONMENTAL SERVICES 1 1 1 _ I
.J'. ~ / . ...1 / 1 y. 1 -ROCKY MOUNT:
1 1~ 1 841 SOUTH WESLEYAN BLVD.
/ • l 1 1 1 ROCKY MOUNT, N.C. 27804
..'.'J~ 1 1 ~ `4 ~ PHONE: [phone] ~ 1 1 ~ -1638 1 FA%; (252) 972
I / 1 1 1 ` EMAIL: appianmg0ool.com
I / / : / 1 1 1 \ 1 1 -WAKE FOREST: -
~ / 1 1 1 ` 1 S. WHITE ST. 1 33
4r j / / 1 1 WAKE FOREST, N.C. 27581 ~ `n
510-7808 f k ENGINEER: (919) 1 3 a pionwfOmindspring.com
BEFORE ~ ~ ~ ~o DO NOT ALTER EXISTING ~ ~ ~ rou Dlc o ~ FACE GRADE IN WETLANDS. P p ENYIRONIIENT: [phone]
~ /r, iio/i r SUR cu.t. Tai r~ ,yo.~ ~ / ~ oppianwfe0mindspring.com j
t 800- ' . 'I . / / / J~ 632-4949 / y, - FAX: [phone]
i ~ ~ ~ CLAY OR CONCRETE ANTI' SEEP NORTH ~ . ~ ~ . BE PLACED 0 150 - WEB• - ~ WORLD WIDE
cAROUNA ~ i ,?e~ COLLAR TO w .appionengineers.com
ONE-cAU ~ ~ ~ i O.C. PER OETAII 8.71 WHEN CENTER ~ / i . CROSSING WETLANDS. ~N~ ~ i '
r...~ q i
~ . x o• .y ;
These Iona are for bidding purposes only and p S Q~ ~
are not io be used oe Construction drawings • nleaa initialed and dated as approved for u SEAL • 8421
C atrucilon below by the Engineer. 's
v r truction: •.F tt.. •.NCINE~. ar • a
Daie: • 0' ~
~,?unuu~ ~ ~.~d~oD
These drawings are believed to be a correct repreeeniatlon of actual field condlllone but
are not warranted as ouch.
gy; Daie:
CONSTRUCTION 8AFETY I
These drawin s do not contain the requirements for g I Pone for aafet shall be the sole
Job safety. All prove y responeibilliy of the contractor.
SCALE: i" = 50' ~
EXISTWG CONDtT10Na
The contractor shall be reaponAble for reviewing all exlating Job condltlona. Any adverse exiating conditions 0 50 100 125 150 175 200
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible clarlflcation or nconclllation. I
9 I 8
7 6
- - - LEGEND
~ _ . _ . - - . o ~ . rt - Ez. a .t„Q.,,
i0 M - - ~ N-- ~ 1 _ _ n ~ ~
n._ _ . _ - - - N , s. , r N - - - _ F M < I _ - _ - - F - 7 I
'M - - - _ . H ~
IW _ _ i 1 $ i Ye._ _ _ _ r SCALES
~ ~ _ _ _ _ _ _ NO;E: PR IDE ANCHO S ON PIPE HEN SETTL D COVER ~ _ 1 50
- ( P1PE . I0 . fACE~-.1S_ -7HAEI- .1 _ _ 1' ¦ VAR e~
_ 1 _ _ _
e~li
125 _
_ DO NOT _ALTER EXISTING _ - - - i - -
_ - - ~ SURFACE GRADE -1N-WETLANDS. ~ 120
D0 NOT ALTER EXISTING - _ _ _ _ _ _ _ _ -SURFACE-GRADE iN WETLANDS. - . - _ _ _ - ______-J, _
- - _ ~
120 _ - _ - _ _ 393 12' SS • t0.4x _ _
_ . ~ i ~ ~ q t0.4 M e>• - T
N N - - . ' ~ 1 _ W
. 334 LF 12' IP ss ~ +0.4x + . _ Z _ . 115 i
c0
~t . - . _ - - - 115 _ _ I
- - - - CLAY OR CONCRETE ANTI-SEEP _ _ - - PLACER 0 -150' - V _ ~ _ - - - COLLAR TO BE
355 LF 12" DIP SS 0 +o.4x - _ - - _ _ 252 LF 12 DIP SS 0 +0.4 . _ . _ . O.G. RER -DETAIL -B,~1 LIEN - _ _ _ Q .
W . CROSSING 1NETLANIlS.. _ - _ _ - ~
Z _ . _
_ 110 _ _ _
PLACE 12" DIP CONCRETE _ _ e>r
ANCHOR ON EACH 18' ~r, CLAY OR CONCRETE ANTI-SEEP CLAY O_R CONCRETE ANTI-SEEP IN T~s AREA As saa~+
COLLAR~TO-BE• PLACED 0 150' R TO 8E PLACED O 150' (PER DETAIL 8.47) PLACE COLLA ANCHOR 4~ FROrr BEIk~ENO-- _ _ - O,C,..PER-DEiAIt -8.~t WHEN- _ V
Q - - O.C. PER DETAIL 6.71 WHEN CROSSING WETLANDS. ~ - 105 9 -
CROSSING WETLANDS. ~ m N 0 0 r; $
, cp I~ 10 - m n.. . _ _ _ _ ~ ~ ~ ~ ~
z. ~ _ , ~
2 ~ ; - ~ ~ . _ - .
i i N N N N ~ - > > _

i z1001 Z Z 9r^
z z - - =J co
am z
96-108
95 32+00 33+00 34+00 35+00 36+00 37+00 D-0000
28+00 29+00 30+00 31+00 24+00 25+00 26+00 27+00 CE-3

i u ervision. No reproduction or other use is allov r site or building improvement and remoins the property of the Engineer for use under h s s p per use is allowed without his permission. • ~ J ~ D m V
n ineers, P.A. These drawings hove been prepared os instruments of Service for a porticula © Copyright 1998 Appian Consulting E g i
} ~l m
APPRO%. LOCATION U.G, FIBER OPTIC CA8LE11
ORE BEgNNIING CONSTRUCTIONI A FIELD VERIFY LOCATION BEF
3 0 a x
~ ~
m b~ 0~ N
' ~ / , I ~ / i ~
~ ~i i~ ~
~ iii id• - a ~i i ~ -
0 NOT ALTER EXISTING ` D ~ ~i i
ti ~ WETLANDS. SURFACE GRADE IN ~ ~ li ~ i > o ~ ~ W ~ ~ m
N a
CLAY OR CONCRETE ANTI-SEEP / i ~ ~ ~ ~ /i i o
` COLLAR TO BE PLACED 0 150 ~ X B HEN ` . ~ ~i ~ ~ i/ , o
1 ~~f Q.C. PER DETAIL 8.71 W ~ ~ i~ ~ ~ a
~ \0 SI G W LANDS \ 1 CRS ~ P \ \ ' S u
\ ~ ~ ~
~ ~ .
\ d? \ 1 . . ~ TA 43+66.08 . MH S
\ \ FILL THIS PORTION ~ RIAp \ ' OF BASIN NO WETLANDS SURVEY ~ ."'~.'tRj POWER
_ _ ~ . \ 1 PERFORMED. APPROX. SD• • • • ~ ~ . ~ CAUTION OVERHEAD ® ~ ~ Q
~s unt - ~ WETLANDS LINE SHOWN ` RIP"'."~'•''•'~ FF ~t \ ~ I 1~.~..........'~.,.. ~ o
~ ~ FIBER OPTIC CABLE e ~ EX.
\ \ \ i ~ ~ ; ~ ~ / _ STA 43+69.08 BACK =
\ \ I ~ a Pao;, o y. ~ ' w ~ STA 43+90.49 FORWARD Y, ~ 50 LF 24' STEEL ENCASEMENT
~ DRY BORED ~ JACKED
- tx lprpc>RARr srar~ \ \ 135,63• _ , / ~ ¦ ¦ ¦ ¦ v~,1 ,r ~ /
'T ~ / +31.50 ~ MH STA 44
~ , ~ un X10' ~ i 157.11' i i , f0 0 ; / Qo : ~ ~ / s ~
No METLANDS suRVEr ~ I - ' - - _ ~ ' ~ $ $ / ' , 's~' ENGINEERS, P.A.
1 PERfORMED. APPROX. -I _ _ ~ I / , CONSULTING ~ ~ a / ~ CIVIL, MUNICIPAL do
WETLANDS LINE SHOWN TEMP, 10 U11L EASEMENT p ! I I I ~ , MI-I3TA I ° ~ ~l 1 NGINEERS ~ , STR{JCTURAL E
I W ~ ' ~ ~ ~I W ! ~ COMPREHENSIVE
MH STA 41+54.63 I. i 1 ~ 1 / , ~l I _ 1 ~ 17 ENVIRONMENTAL SERVICES ~1 ~ 1 ~
I 1 /l i fl 1 ! l 1 r -ROCKY MOUNT: -
~I ~ 1 ~ /1/ ~ l~ OUTH WESLEYAN 91VD. ~ 1 ! 841 S !~l ~ 1 ROCKY MOUNT, N.C. 27804
~ j ~'1 ! ' PHONE: [phone] ~ ( )
i ~ ? ~ APPRO%. LOCATION E%, / r ~l~! FAX, 252 972-7638 ~ ( ~
• J 12' WATER MAIN r II ~ l~! EIIAIU appiansng0aol.com
~ ~ FIELD VERIFI') i ~ 1.I i ~ j. ~ , I ~ ! ~ ' ST: - ~ -WAKE FORE I! , !
I' res. ! 331 S. WHITE ST. j I WAKE FOREST, N.C. 27587
. ? I II I I ~ ~ .I I~ ~ I ~ ENGINEER: [phone] ~ .I
I ~I I I I'I I opplanwfOmindspring.com ,I
II I , I I I , ENVIRONMENT: [phone]
I I ~I I I ' I ~ c Ianwi~Omindspr(ng.com ~ PP
I I FAX: [phone] I , I• - WIDE WEB: -
- - I II I • . ~ ~I I ,~I I ~ WORLD I I I www.app on~n .com
•£I I I e I i' I , ,~~u iu~
~ I~ i , I I ~ I I ~ R ~
i ~ I~ I e I I '
'
+ ~I i I II I AL - I SE ,
+ X19 I I 8421
l II I , ~ •.F Qr
I, ~ I i l I i i .,N 6,. ~ Q` I ,CINE,,
~~I ~I I Y L . JO,~~~ I r,,quuu?
II I I I~r I ,
' Il I APPROX. LOCAi3N EX ~ I I sl•
8' SS FORCE AIN t ~ I~r I ~ ~I ~ I ~
(FIELD v~ i I i I I '
l~l ~ I ~I
I I ~ , II i i i
INV OUT INV(IN) INV(IN) REft1ARKS ~ ) ' I NO. STATION TOP ( ) ~ +II
125,08 119.95 120.03 D¦ 5.13' , MOORBASE, FLAT TOP 10 39+08.83
41+54,83 127.BJ 121,00 iZ1.Ob O~6.bJ' , g0pR8ASE, FLAT TOP 11 s;•
. 132.54 121.91 121A1 D¦ 1a1b' , 1100N9ASE 1z a+ee oe ~ '
122.27 122.35 D•7.63' , ?IOORBASE scALE: 1' . 50' iR
13 44+31.50 129.90 0 50 100 125 150 t7S P 1 150 175 200
j
i I i~
11 10
_ . - - g
. n - n
- -g~ ' - ~ - 140
_ _ _ _ . _ _ , ~ _ - ,
. - _ F ~ _ ~ v _ 3
140.. m - . _ _ _ _ _ . . SCALFB~
_ - 9
_ 1~ • ~ NOR _ - - 1 ~ i ~ ` r - - _ . _ 135
- - . _ _ - .w ~
135 . ~ ~ r ~ ,
_ . a a
_ c o _ , _ . _ . ~ 190
- - _ - - _ _ _ _ i
. v i
IW u1 to A
_ . .
BEFORE YOU DIG I _ - _ . ,~_y.
cui TOLL ~ . _ _ . _ . ~ 0 NO AL R IS 1 G - - . e~ ss _ -125 _ __.AP~ROx. ic-DEPTkI ~ - ~ Q Q _ _ _ ~ - (FIELD vERIFY OEP1M t LOCATION
1-800- FAC A - ETIANDS. _ _ _~..y 832-4949 inC ~ - E>G 12 WATER (FlE1.D VERIFY)
1l.J NORTH ^ .10 EX U.G. Fl9ER TIC CABLE Fl _ LOCA _ _ - IIERiY DEP 110N) _ _
CAROLINA ~ 1 BOTTOM DI H 123 _ _ 5 LF 12' DIP
ONE-CALL Q _ CENTER TOP CONC, CASEMENT 121. 2_--. - - _
- . _ 7 7 2' DIP- A +0,4, _ -
I
42 If 1 DIP Thue Iona on for bidding purpoaa only and _ _ _ uJ + 4 p tlon drawln a ' 4' STEEL ENCASEMENT 50 50 lF 2
are not io be uaed as Coneiruc 9 Z unleea initialed and dated ca approved for _ . _ _ _ . _ _ _ - - - 0:344`WALt 1FNCKNE551)RY` - - - - _ 9QRE_A. J,AOS (P1.1l0 ENI~_llll. -
~ Co ruction below by the Engineer. ~ ~ ~ - - - CONC.) SEE DETAIL d36
atrucilon: _ . _ . - w - _ _ . a _ _ . . -
h _ . - ooib_11L1r`d _ _ _ - _ ? - ~
- o~ - - N . _ . _ A i~ _ N .._a - - . F . -
1~ m N 4! a _ . - F ~ IA ~ _
These drawinge an - - believed to be o comci ° ~ - ' ~ - _ ANTI_SEEP ° ~
P n neenietion of actual field conditions but CUY OR CONCRETE ~ ~ ~ not warronhd a such. _ _ . - an COLLAR TO BE'PLACED-0 }50. _ ~ _ _ + .......N lV._. . it ~ .
O.C. PPP~...DEIAIL. &Z.1_-WHEt>t•-_... ' _ . _ n _ _ _ - - - - _ ~ ~ !E m 2 2
6 ; Oab: CROSSING W T NDS. y , . ~ _ F . ~ ~ - _
CONSTRUCTION SAFETY
These drawings do not contain the requirements for E: 3:
job safety. II provisions for safety shall be the sole
responsibility of the contractor. V5
EXOTMVa CONDffKX S 11 96-108
The contractor shall be responsible for reviewing all existing job conditions. Any adverse existing conditions 0+00 41 +00 42+00 44+00 45+00 46+00 D-0000 42+00 43+00
shown on these drawings shall be 38+00 39+00 4 affecting work CE -4
brought to the attention of the engineer for possible
clarification or reconciliation.

- .
her use is allowed without his permission.
f r o orticulor site or building improvement and remoins the property of the Engineer for use under his supervision. No reproduction or other use is allo © Copyright 1998 Appion Consulting Engineers, P. A. These drowings have Deen prepored os instruments of service o p ~ ~ p U m
p U
}
III III - m I
SHAPED INVERT i III III INVERT ~ o ~
0 SECTION A-A SHAPED INVERT
. a <<~,~.:.~• ~ ~ LADDER STEPS N ~
~ :~N ~ LADDER STEPS ~ ° ~ ~ I
~ryy"`'i- ,',firvC~.: i i ~ - I ~ I LF SLOPE ° ` f ~
W 1 ~ ~i''l~ ; i4 : ~ . ~ T ~ _ ° SHELF SLOPE ~ ~ ~ o ~ z ° SHELF SLOPE F
~ ~ (SE H - a
/lily; . ~,Y, OT i~/,, ~,~i,.l h ,I'-~ ~ ~ ~R F fi , - ° ° ~ ~ ~ o° ~ ~
- j /~~7 rho ,,r ~ /r; ~ ~ ) ° ~ ,J 0 0 0 ° D J Y i.#
_ ~~~,h iJ~, ~ G _ ~,>r 15 ~ 0 m ~ U ° n ' w
L r V W ~ _.i F i
_ - ~ ~~-r ~ , • . ~ . F:.-, W y ~ SECTION A A _ - ~ jL. n,, n WLCAN V 1384 ULCAN V-1384
` HEAVY DUTY FRAME -~1 ~ ::111 i~l.... ;.~-`i ~ ~l"~,~r.i~~l(~, r W - • { ~ : : ~ . , COVER do FRAME W IEAVY DUTY FRAME ~ COVER o o I OVER do FRAME WEIGHT ¦ 310 LBS. VULCAN V-1883 ~ ~ ~
~I I~ ',rrl .~'•.,r•~.•.~~ I -_;li ' ~ , ~ ~';•t,`` Y WEIGHT MAY NOT D I_ ~ I ~ h I j ; ti~, y l ~ ; ~ _ ; , / ~l>,, i~ ~.~tf ~ MORE THAN -S.Ox +EICHT MAY NOT DENATE BY HEAVY DUTY FRAME do O O I
~i - ~ •ilr • I~ ~ .t; 11i;1~,~.;,,;,., ~l/..;~,, 1~C`'_ v •v BOLT FR E TOP TO READ SEW LORE THAN -S.OR ISOMETRIC COVER WEIGHT = 376 LBS. Z Z OP TO READ "SEWER" FACTORY CAST IN ECCENTRIC Q Q
I ~ r ,,n i,, ~ i~'~ ~ri CASTING 4 REQ'D ' ~ ( ) T li_ _ t i~. ~l/; ~ ~;,~~,~rt~.~ , li i ~ 1, l'- ':~f.v. ~ FLAT TOP. TOP OF~COVER TO BE FLUSH WITH FLAT TOP ~ I
. i is ~;~I,~~ / r / ~ L ~'1/ ~,iLn ~1~ I 1, I ~ /.r' r W ~ TIN TOP COVER TO READ "SEWER" < 0
~E ~ - ~i %i~ ~ I ~~~,;/~1 SECURE CAS G pp~~ W ORTAR
~MP EC - I~ - ill_- I .~,;n~ y' 12 GA, WIRE REINF( CT • F - ~ 1 • ' ' l I . ~ • ~ l LAP ENDS 12" 2 GA. WIRE REINFORCING AP ENDS 12" ' ~ ~ Q
uF1 ION OR I I- , ~ h i _ W y I .1i _..{I it I, VARIES - TOP OF COVER PER PLANS ~ ° ° ~ 0 4 • ~ ~ z
QTS ~ .li II ~i l I _ ~ II'I ~IIII i ~ `e .
100 YR FLOOD ELEV. ~ _
. . I . II W. .r" .r ~ r N W_
I' , I I ~I I I I I ~ °
I; ~ I ~ ~ ~ • , i!, I, ~ : , ; I,~ I ~ I I PRECAST GRADE RII TOP GRADE ° RINGS ARE TO BE ~ ~ ~ ~ •
ELI I~~~li ,ii , l i .I I~ , I~_ I USED WHEN POSSIB I~', ilk ~ ~ •.:I%:iil' i RECAST GRADE ISED WHEN POSSIBLE AND ADJUSTED
VIII- t;i;~'!~~ II~~ it ~11i~. , ~ : i I , ~ I,. ~ I , WITH BRICK do MOR X1.1;; .II!~~ ip ~ ! ,,:.i°';,,~i I; ~.,I!~ I I_~ FILL JOINTS FULL N IITH BRICK do MORTAR COURSE. ' " ~ ILL JOINTS FULL WITH HICH ~ ,
MIN I1;.-" II''•1; ~ : n~~~r; il'~~~~~~!~ I'~ i I ,I ,L , ~ , .,I ~ . ; ~ ~ STRENGTH TYPE M ' ~ I~,.~,,, ~i ~ I, I,~ ! I 1 4' OR 6" PRECAST iTRENGTH TYPE M MORTAR dt STRIKE ~ ~
9 8''! I~~:I I',; ~%~'I'~~=~~ ~ll 1, GRADE RINGS - FLUSH INSIDE do OL t' I~.~ ~I,,~ ~ I 5 'LUSH INSIDE do OUT ~ , ' ~ ~ CONSULTING ENGINEERS, P,A.
M ~.I l l ~ MAXIMUM OF 12' MIN • IN. , I~ L ,I!I~'' ~ S FS Uply ALLOWED USE AN APPROVED I T LSE AN APPROVED BITUMINOUS ~ CIVIL, MUNICIPAL do
~ A I'' I ~OM' &I TO M~ OTHERWISE ADD a BASE SEALANT APF $ >1 Y 21' DIA C110N ,~A cT'M t , I ~ OW M h RISER SECTION OF CONE SE LASE SEALANT APPLIED TO TOP ~ CONTRACTOR T STRUCTURAL ENGINEERS >F CONE SECTION LOCATE STEPS ;
O Z. ~•w OT ~~I. 4~ ~M ; 90' FROM ounET COMPREHENSIVE PIPE. STEPS BY
10 ~t I~]x ~ ~R ~E, AEI 't ~ , ~ ° 8 r„ <'~0 T~~Bf IM ~'I T M` ' r ~ ~ •'C Y ~ T ~ ~ e~ ~ . M.A. INDUSTRIES, INC. ENVIRONMENTAL SERVICES PS1-PF OR EQUAL ~ -ROCKY MOUNT: -
4,} ~ ~ • BY ~ ~ CONTRACTOR T ) ~R I, ~ sg RE 5.4T ~ 1I1IS ~0 LOCATE S1EPS MEETING ASTM. C478 841 SOUTH WESLEYAN BLVD.
T FE ( ' 1 ~ 90' FROM OUTLET o Rs ~E IsE ECCENTRIC CONE ROCKY MOUNT, N.C. 27804
ap Cl~ . ~ gOGR 4U PIPE, STEPS BY t ~ . USE ECCENTR C CO S 4l S 2 'R~ T .A. IN USTRIES INC, $ 0 . kEg~ NO M 0 , (T C ~~1g ~ ~ ~ PSt-PF OR EQUAL t PHONE: [phone] ALL JOINTS TO BE T ~ G W/ PREFORMED !
(la ~a s p YIN E 4 (T B SI{ ~ MEETING ASTM, C-478 BUTri RUBBER (MASTIC) GASKET MEETING FAX: [phone] i
G ) (l,~ 1'P 'k~ d ~E ~ ' VINES ~l A ~ c) E ' ~M AASHTO M-198 ASTM. C-990, FED SPEC E~IAII: a lanm Oaol.com PP 9 ss-s-oa21o(2ioA) T: _
O.} C '~l ~ Rf ~D. , ON PI~NOI Q~ , -WAKE FORES
N ~ RY ¦ COVER ABOVE PIPE 1J0 RE PE TI IRE ALL JOINTS TO BE OTE BU ( P~>~ FE . ~Ig 0 BUTYL RU88ER (MA 1O RS SE wh D d AIIN. aM ILL JOINTS TO BE T do G W/ PREFORMED 331 S. WHITE ST, IUTri RUBBER MASTIC GASKET MEETING • ~ WAKE FOREST, N.C. 21587
pl E 'ARE EN ' AASHTO M-198, A; 1ASHT0 M-198, ASTM. C-990, FED SPEC ~ PRECAST MANHOLE TO MEET ENGINEER: [phone] iS-S-00210(210A) REpUIREMENTS OF ASTM. C478, appianwfOmindsprfng.com
8AN(TARY 8EYYEfl Cd~?VTT'Y PpE p ~'E ~N 27' do SMALLER 3" ~ ° SS-S-00210(210A) ~s, sTa ~Y >~~11-E 0~ 30' TO 60 4" AASHTO M-199 NT: 919 562-4613
y' 60' do LARGER 6" • ~ ` ENVIRONIIE ( ) appianwfe0mindspring.com
C700,ESVCP DIP A 'RECAST MANHOLE TO MEET • ~ FA%: [phone]
IN PIPE MIN• PRECAST MANHOLE PIPE BEOD G W B B SIZE CLASS MAX MAX CLASS MAX COVER ~ REQUIREMENTS OF IEQUIREMENTS OF ASTM, C478, ' IASHTO M-199 , -WORLD WIDE WEB: -
• DENOTES 42" OR LARGER TRENCH IMD1H. ; AASHTO M-199 8" + FOR TYPE 4 LAYING CONOI110N, (CLASS C) w .appianengi om
C+ • 19' 350 34' HZO 1RUq(LOAD W/1.5 II~ACT FACTOR REFERS TO DIP) ~ . SLOPE OF CHANNEL 1HRU MANHOLE _ ul ~4~~
B++ • 24' 350 50' FOR TYPE 6 DYING CONDITION, ) . . N201Rr<JCKLOAD W/1,5 II~ACT FACTOR (REFERS TO DIP) • a 0.08' fAll UNLESS ~ ~ A 0
10 SHOWN OTHERWISE ON PLANS. PRECAST OPENING REQUIRED FOR ;'~pE ~
C+ • 16' 350 2B' 3' ALL PIPES. ~ :'Q~
B++ • 21' 350 45' 3' SLOPE OF CHANNEL " THRU MANHOLE _ 12 ~ 0.08 FALL UNLESS ' A ~ , . . SEE PLANS FOR PIPE SIZES ~ SEAL
C+ 36" 17' 350 28' 3' SHOWN OTHERWISE A 8421 - e c
ON PLANS. PRECAST OPENING C+ • 15' ALL PIPES. PRECAST OPENING REOUIRED FOR ~.f t!. Ul PIPES. ~.hG I NEE
B++ 36" 30' 350 44' 3' SEE PLANS FOR PII ~E PLANS FOR PIPE SIZES NOTE: USE 6" EXTENDED ~~4 Y . ~ l . J tt,,~
B++ • 19' 6• BASE WHEN TOTAL MH NU~tuU~
, 14" O b HEIGHT EXCEEDS 12' D. QO SET MANHOLE IN
- - T 3' C+ 350 2 NOT TO SCALE REV. }12-98 NOTE: USE NOTE: USE 6' EXTENDED 8' TO 12' X57 STONE. FOR FOUNDATION S SEE SPECS
BASE WHEN ' BASE WHEN TOTAL MH IMPROVEMENT WHEN NEEDED
' 1; ~ b HEIGHT EXCEI HEIGHT EXCEEDS 12 INVERT & SHELF L
SET MANHOLE IN 8" TO 12" X57 STONE, SEE SPECS FOR F( SECTION A-A ~ MANHOLE
I~+r1rt IcTDIC ~IEw IMPROVEMENT WHET iEE SPECS FOR FOUNDATION MPROVEMENT WHEN NEEDED
FLE%IBLE RUBBER BOOT 5 Dey. SLOPE W/SS COMPRESSION BAND
AND CLAMPS MEETING MOORBASE ASTM C923 6" MIN.
INVERT dt SHELF
fL LIANHOLE r 6' ~
EXTENDED BASE WHERE-~
5 Deq, SLOPE -5 Deq. SLOPE CALLED CALLED FOR ON SLOPE OF CHANNEL=0.08' FALL ~ PLANS IN MH SCHEDUL~
RUBBER BOOT MOORBASE -MOORBASE NOTE: 6" EXTENDED BASES REQUIRED ON
6" MIN. N. All M.H.'e OVER 12' DEEP.
6" 6"
EXTENDED BASE
WHERE CALLED FOR SLOPE OF CHANNEL-O.OB' FALL L-O.OB' FALL
ON PLANS IN MH SCHEDULE NOTE: e.
8' EXTENDED BASES REQUIRED ON ALL 4' M.N.'e OVER 12' DEEP, NOT TO SCALE REV, i-tt-Y7
BASE SECTION r
N B 3000 P.S.I. A ~ ' CONCRETE SCALE, 3~8" = 1'-0' (IN UNPAVED AREAS)
G s . ~ a q $ REV, 4-1-97 L
C A v Q I
• 3000 P.S.I. - 2 M5 L ~ CONCRETE ~
~ Dlp ~5 STIRRUPS 0 12 Q
C J a 5 r+ ~PtJ 6,. Q ~
y5 STIRRUPS P
~ ®t2 d Q~P a ` a ~tiEO o
~ 2° 2 N 2'-s"
t (n ~ ° a - - - \
~ 1 MS 2 P5 I ~ v 0 v vd
~ 0 r q ~ a O a 6" P ~ , ~ a q e ~ q ~ ~ v e ~ e ~3 TIES
~ ~ O ~ e 9d
e, ~ ° ~ N
A B N O ~ ~ ~
O i ' ~~J ~ ! a WIDTH ANCHOR = 12"
° SECTION B-B ,s SECTION A-A CU 1 1~ . ~ ~ 4 1 ~ 4 QO J a .
N , ~ " v d 2 ~3'e a d
m
¦ t CIE :I ~ ° `
o ~pU ~~E.. 1~', a 1 I ~ u ~ .d
T 1U ~ ° ~ d
i~~~ n - - - ~ v li a
UI 3 / I
NOT TO SCALE (FOR PIPES 12' IN DIA, dt SMALLER) REY. 8-12-92 m z. ¦ m UNDISTURBED - LLI-~- ~ ~ SUBGRADE ~
i1LTfl_
u r .n / I' Imwml I h O~
D I
m DETAIL OF O .ti r DIP cc
(D Q1 U.~t z
ROCK EXCAVATION O ANCHOR ION CONCRETE
NOT TO SCALE REV. 5-1-98 -v. 5 SCALE, i' - 1'-0' REV. 8-24-99 96-108
NOTE; SEE SPECIFICATION SECTION 02225 0-0000
CE- 5
E
U r

ion or other use is allowed without His permission. ~ C
rvice fora articular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other u ©Copyright 1998 Appian Consulting Engineers, P. A. These orawings hove been prepared os instruments of se P U m O U
m
LENGTH PER PLANS TOP OF STREAM BANK
WALL THICKNESS PER PLANS TOP OF STEEL ENCASEMENT PIPE ~ ~ ~ d
2' o ~
N CLASS II RIP RAP ,y3 STO E ~ m
, CARRIER PIPE ~ TYP. to JT. DIP $t1P dptlT OIP REV.9-1-92 2 ~ ti
NOl NOT TO SCALE g,_12„ -l~ 1A I
' W CONCRETE PIPE SUPPORT ASSEIMI<Y B' MAx. FILL SPACE / FLOW STREAM BED Q F
AT EACH END OR PROVIDE SEE DETAIL a_ c~
BRICK ~ MORTAR 6" MIN. w G
NOTES: ' ~ r W m
1. GREASE ENCASEMENT PIPE AS REGUIRED FOR EASE Of INSTALLATION. 2. INSTALLA110N BY DRY BORE 8c JACKING. 8' MIN. TOE DAM INTO BED OF DITCH k' ~
3. STEEL PIPE TO BE 35,000 PSI MIN. YIELD STRENGTH. < ~
SECTION A-A ° A o 0
~ ~ o i
REV. 8-t2-91 z
NOT TO SCALE Q VARIES ~ ~ ~ ~ ~ ~ ' ~ AS NOTED ON PLANS
12 ~ MIN. 24" FOR CLASS II ~ k3 STONE ig" FOR CLASS I ~ o
CARRIER PIPE CASING PIPE WAY PIPE SUPPORT ASSEMBLY MARK NUMBER DIMENSIONS ENCAS'T RAILROAD HIGH
1 4 A B C LD. NOMINAL DIA. O.D. O.D. WALL 0.0. WALL C W T B A T B T ~ Q ~ 0 4
4' 4' 6' 2' 3/8' 4' 3 3/4' 3/8' 4' 3/8' 1/2' DIA. 1 REO'D 22.20 3' 1 3/8' 12' 13.20' 24' .407' 2 3/ CHANNEL BOTTOM WIDTH ~ ~ _
18" 18.50' 30' .469' 30' .312' 8' 3' 3/B' 6' 3 1/4' 3/8' 6' 3/8' 3/1' DIA. 1 REO'D 27.50' 3' 1 3/8'
30' 32.00' 42' .583' 42' .469' 12' 4' 3/8' 10' 2 1/2' 1/2" 10' 1/2' 1/2' DIA. 1 REQ'D 38.75' 3' 1 3/8' A
8' 9.05' 18' .282' 16' .251' 8' 2' 3/8' 1' 1 3/1' 3/8' 3' 3/B' 1/2' DIA. t REO'D 14.OS' 1 7/8' 3/4' P TR AID FACE OF ST E CHECK DA1~ US E
6' 6.90' 12' .251' 12' .251' S' 2' 3/8' 3' 1' 3/B' 3" 3/8' 1/2' DIA. 1 REO'0 10.10' 1 7/8' 3/4' ¦ ¦ ¦ ¦
14' 15.30' 24' .401' 24' .344' 6' 2' 3/8' 4' 2 3/4' 3/8' 1' 3/B' 1 /2' DIA. i REO'0 22.30' 3' 1 3/8' ¦
~ DIMENSIONS ARE MITHOUT COATINGS B 1 I.i
A CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL do
CASING PIPE 2 i ~ UCTION SPECIFICATIONS STRUCTURAL ENGINEERS CONSTR
1 CARRIER PIPE COMPREHENSIVE
1 1. CLEAR THE ENTRANCE EXIT AREA OF ALL VEGETATION, ENVIRONMENTAL SERVICES /
2 ROOTS, AND OTHER OBJECTIONABLE MATERIAL. -ROCKY MOUNT: - '9 841 SOUTH WESLEYAN BLVD.
2 I ~0 pP~ C ~ 2. GRADE THE ROAD FOUNDATION SO THAT THE ENTRANCE/ ROCKY MOUNT, N.C. 27804
J ~G G~ t go, M~ EXIT WILL HAVE A CROSS SLOPE TO THE SOUTH AND PHONE: [phone]
J~~ Q 0`~ N' ALL RUNOFF WILL DRAIN TO THE BLOCK AND GRAVEL FAX: [phone] J ( ) Q DROP INLET PROTECTION STRUCTURE.
CARRIER B EMAIL: appianang0aol.com
PIPE 45' C i -WAKE FOREST; - ~ 3. PLACE STONE TO THE DIMENSIONS, GRADE AND ELEVATION 331 S. WHITE ST.
p'~`` SHOWN. .C. 21587 ~ WAKE FOREST, N
P~ ~ r, S Z . ENGINEER; [phone]
4 4 „ 4. USE WASHED STONE 2 TO 3 IN I E o lanwfOminds rln .cam 6" MIN. fix. PP P 9
-°7 ~ y '~l ENVIRONMENT: [phone]
„ f' NOTE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO appianwfeQmindspnng.com 2-3 COARSE AGGREGATE , M LEAVING THE
2 PREVENT MUD OR SEDIMENT FRO FAX; [phone] (SURGE PILE STONE RECOMMENDED) .~h D OR WASHED ONTO _ - SITE. SHOULD MUD BE TRACKE WORLD WIDE WEB:
2 1 ROAD, IT MUST BE REMOVED IMMEDIATELY. w.appiane rs.com
1 T T 2
6" HUMP TO DIVERT LEVEL 1 I~ RUNOFF FROM PAVED SpREAOER
~ N SEC S CTION A-A ~ E SECTION A A ~ . ROAD.
- 1 T 2;.~ ,,y. 4.0' 10.0' ~ • Q ~
1• B 1' 36.0' MIN. ROAD SEAL
8 C 8421 2% SLOPE ~ '
A < REV. 7-18-94 NOT TO SCALE ~'FHGINE~~'~
n
2-3" WASHED STONE (SURGE PILE STONE RECOMME DED) Y l.. J~t~~ ~'~~nuu~t?t~
_g M SECTION B • GRAVEL ENTRAP GRAVEL ENTRANCE EXIT: WIDTH-15.0' FLARED TO 25.0' AT ROAD L''.IQ~ UO
NOT TO SCALE REV. 10-19-94 LENGTH-50.0'
GRADE-2.0~
- MAID No 6 SEWER 0 INS REV. 11-14-97 MA ER
e encroachment 8. Len the of sewer pipe have been rounded to the nearest foot. Measurements on sewer lines
1. No work is to begin along any public roadway withou Idway without an approved copy of th 9 are straight line distances between manholes. e.
permit in hand. 2. Unless noted otherwise, manholes are to be precast c The cam leted s stem shall be sub acted to either an infiltration test or a low pressure air a>• ~ be recast concrete manholes wl#h eccentric cones, 9. P Y j P
rubber boots and moorbases. Manholes to meat AASI test when i e has less than 2 of water above top of pipe. Contact Engineer for procedures for o meat AASHTO M-199. P P
3. Th• following pipe specifications apply only when that ater(I (s shown on the Ions or specified low pressure test. Manholes to be subjected to a vacume test. ly when that m a P ke arran ements with the local utilit authorit when connecting to ~
_ _ OfiS PLACED W WETLANDS fn the Contract Documents for the specific project bet - GENERAL GUIDELWES FOR SEWER INTERCEPT c ro act bein bid or constructed. Do not substitute 10. The Contractor shall ma g Y Y P j 9 a~ r existing manholes or mains.
_T= - - without written approval from the Engineer.
=m 1. Written concurrence from NCDEHNR is required if the utility line is installed parallel to a. CLAY PIPES: Clay pipe shall be extra strength V( 11= -I and closer than 10 feet (3 metes) to a stream or if tho utility Ilse crosses a stream I siren th VCP conforming to ASTM C-700 or 11. OMITTED 9
ASTM C-200. Joints in clay pipe shall conform t -III T~_ r or more than 105 de reps Le., not perpendicular _ - - channel ai leas than 75 deg ees 9 ( b. OMITTED III conform to ASTM C-425. -
_I11= _I I I_ =III=III III=III= steam crossing) of the steam bank: _ 12. OMITTED
-1 = - I=1 2. Construction corridors parallel to streams shall be placed at tho furthest distance _ ~
~I I I I ~ ~ from the stream to the maximum extant practicobb; c. OMITTED =1 00 1= 3. Thai established sedlment and erosion control pract(ces ore utilized to prevent d. DIP SEWER PIPE: Ductile Iron Gravity Sewer pipe Sewer pipe shall be pressure Class 350 Ductile Iron -
III ^ `Il violation: of the a ro riate turbidity water quality standard (50 NTUs 1n streams Pipe for all pipe up to and including 12~~ and sh PP P 12" and shall conform to ASTM A 746 and ANSI/ 13. OMITTED
and rivers not designated os trout waters by NCDEHNR; 25 NTUs In all soli water AWWA C151/A21.51.91. Ductile Iron Sewer Pipe ini ilwer Pipe interior Lining shall meet ANSI/AWWA - r ins 14. Contractor shall seed, mulch and tack all disturbed areas within 7 days after backfilling trench.
classes, and all lakes and reservoirs; and 10 NTUs in trout waters). All sedlment C104 A21.4 for Ductile Iron force Males, these sc UTILITY LINE d and the natural / Ins, these same standards shall apply. Flit g Lion until a stand of rass fs C ulrements of ANSI AWWA C153/A21.53, All sedimentation control measures shall be kept in operable condi 9 ith the req / rosion control ea>•
DIAMETER VARIES) and •ro:Ion control measures placed In wetland: shall be remove shall be ductile iron in accordance with the requh t rode restored after ih• Division of Land Resources has released the project; g r wet bcaiiona shall be lanced within jurisdictional ANSI/AWWA C110/A21.10. Mechanlcai joints and established and the area is ca able of resisting erosion by wind and rain. All a oints and sl(p joints shall conform to ANSI/AWWA P e.
CUSS a coNCRErE 4. Annual speclea suliabl• to P j be removed when authorized b the En ineer after the completion of the project measures shall Y 9
AY wetlands for loll and erosion control. Perennials such as fucue are prohibited; C111/A21.11 OR COMPACTED CL 5. No fertilizer shall be applied within 10 feet (3 meters) of streams; 4. Pipe bedding on all pipe to be minimum Class C. 15. All excavated wood and rocks shall be disposed off site by the Contractor. Bury will not be Class C. aN
^ 6. The construction corridor (including access roads and stockpll(ng of materials) Is permitted on-s(to.
- limited 10 40 feat (12.2 meters) In width and must be minimized to the maximum r n e'c. needed Burin sew _ _ _ f 5, Any well pomting, dewate i g, 9 II_) ~ extent procticable. I Burin sewer construction is to be included in the 16. OMITTED 9
I_ I. from comin Into contact cost of the line laid. Utilize select fill from on-site II 7. Measure: shall be taken to prevent live or fresh concrete g ~om on-site for trench borrow when needed. Ii material -
s" TRENCH IMDTH NOT 6" until the concrei• ha: hardened; of a select nature is not available, bring in from off with waters of the state ln from off-alto. Verify availability with Geotechnical -
~ TO EXCEED 40' 8, Permanent, mo(ntalned access corridors shall be restricted to minimum width Engineer if questionable. xistin ro art corner markers. All d storm drains a lines shall be as follows; 17. Contractor shall take proper precautions not to disturb e g p p y r an 9 ro art corner markers shall be re laced b a
~ practicable and shall not exceed 10 feet (3 meters) In width except at manhole 6. The minimum clearances for water, sewer and storm locations. A 10 feet (3 meters) by 10 feet (3 metes) perpendicular veh c • Horizontal Vertical disturbed p p y p y ea s ere
SECTION tars o art. ~ ~o turnaround must be spaced at least 500 feat (152.4 me ) p 10 Water and Sewer ~ " a s I ri ra on all disturbed stream banks and bottoms immediately er>. 18 w water above sewer 18. Contractor shall prowde CI s p p / ~
9. An anti-seep collar shall be placed at the downstream (utility line gradient) wetland 12" after crossing. ovi Lon of erosion control rl ra , ute meshin , mattin , rass seeding and L
bounds and sve 150 feet 45.7 meters) up the gradient until the utility exits the Water and Storm Drainage - ry ry ( _ t wetland for buried utility Tines. Anti-seep collan may be constructed with clan: B Sewer and Storm Drainage 12 19. All cost for the pr s P P 1 9 9 9
- _ _ -III=III= =1~' concrete or compacted clay. Perpendicular wetland crossings less than 150 feet 7, Maximum allowable infiltration rate at the outlet en ~ III III _l„Ill,,. t exceed 100 silt fence shall be included in unit price bid unless a unit price has been provided in the proposal. i outlet end of the sewer pipe shall no
h~=lli=1 ~ I (45J meters) long do not require anti-seep collan. gallons par day per one inch of pipe nominal diamet er mile of i e Len th slop the entire 20. OMITTED ~lel ninal diameter p P P 9 9 - ~
I ~ 111-III - aASS a cDNCRETE oR ~ m_ - _ COMPACTED CLAY a atom. ~ - - he cam acted ties shall have a s ecific discharge of 1x10 cm sec or less. A Y ~ - - ANTI SEEP COLIAR T p Y P antl-
~ ~ ched for cam acted ties an concrete o MAx. SPACING 1S0 O.C section and plan view diagram is atta p Y v'n line lacement. 21. No work is to begin until permit 1s in hand from the NCDEHNR appro i g p ~
a seep collan. 22. OMITTED
10. Placement of rip rap is restricted to stream bottom and banks d(rectly Impacted by T " inal
$ the placement of the utility Tine. The stream berm must b• restored to the orlg contour after construction. _ ~
~ s' s' 11. There shall be no permanent changes in preconstrucilon 23. MANHOLE CASTINGS; Vulcan v-1984-95 ad ustable or approved equal. a>• 1
' elevation contours In waters or wetlands. The designer /contractor will have a ~n- _l-L ~-~1- s eclfic Ian for nsioring wetland contours. Any excess material will be nmowd 24. Existin Manholes or Wetwells ual(f as "confined" and require compliance with OSHA "Confined ' g " q Y ul ment
i =I 11=1 I ~ 1L=1 I =1 I P P - - - to a hl h round dls osal area; AND - _I _ 9 P ETL g W Access Entry requirements. Certified equipment, proper notification and other applicable eq p -1-99 - REY. 2 v ma be necessa to rotect workers, after s stem is operational, from hydrogen ~ and or de ices y ry p Y
or Re lanai ' 11=III-III -III-11 12. The above guide Ilnu generally follow the COE Nationwide Permlt 12 g sulfide gas build-up or an otherwise oxygen-less environment. ~
° Permlt 049 Utlllt line backflll and bedding). However, designer /developer / ( y 1. OMITTED 25. The contractor shall rovide to Engineer, upon completion of water and sewer construction, record P the ermined
contractor Is responsible for filing necessary permits and following any other - drawings of the sewer installation Specifically showing/depicting any deviations from p
PLAN guidelines applicable under such permits. s D t be marked in red and submitted to En Ineer. The f(nal ayment request will i plans. Plans are o " 9
2. OMITT z not be submffted to the owner nor will o certificate of substantial completion be issued unt(I these " the En ineer. '
~ ¦ - e 3. This site has been evaluated for 404 Jurisdictional Wetlands an red-Ilned plops have been completed and received by g Wetlands and the wetlands have been surveyed on ible for notif in local authorit of time and date he plans to commence '
, , . _ _ _ , 26. Utility contractor is rasp s y g Y ~ ~
D -97 The total wetlana impacT OXC0803 1/4 ui U11 -199 construction i
NOT TO SCALE REV. I1-14 and confirmed by the US Army Corps o Engineers. The total therefore, a 404 Wetland Permit and a 401 Water Quality Perm! Quality Permit are required. Grading and land 27. Sewers entering or crossing streams shall be constructed of Class 350 Ductile Iron Pipe with
disturbance shall only take place in permitted wetland fill areas 0 nd fill areas. Wetland disturbance shall not exceed mechanical joints that conform to ANSI/AWWA C111/A21.11.
1 /3 of an acre unless the Wetland Permit has been secured ai n secured and the Contractor has in hand. 28. For stream crossings in which the proposed sewer is placed below the 25 year flood elevation, a
4. OMITTED m o _ letter shall be provided by the utility owner upon certification stating: "regular and proper inspection and maintenance of the aerial crossing shall be provided to insure that the creek/stream flow is not 96-108
Impeded and that no damage will be caused to upstream or adjacent properties." D-0000
LO CD _
m Y H CE- 6
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