20190108 Ver 1_PCN Form Submission_20190319

DWR
IDIOM— M WM­ It--
Pre -Construction Notification (PCN) Form
September 29,2018 Ver 3
21nitial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned Version#*
20190108 1
Is a payment required for this project?
* No payment required What amout is owed?*
* Fee received r $240.00
* Fee needed - send electronic notification r $570.00
Reviewing Office*
Winston-Salem Regional Office - (336) 776- Select Project Reviewer
9800 Sue Homewood:eads\shornewood
Information for Initial Review
la. Name of project:
Front Street Greenway
la. Who is the Primary Contact?*
Amy Cameron
I b. Primary Contact Email:
[e-mail]
Date Submitted
3/19/2019
Nearest Body of Water
Unnamed Tributary of Little Adamance Creek
Basin
Cape Fear
Water Classification
WS -V, NSW
Site Coordinates
Latitude:
36.098362
A. Processing Information
County (or Counties) where the project is located:
Alamance
Is this project a public transportation project?
r Yes r No
Longitude:
-79.483859
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable Aoters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
F Regional General Permit (RGP)
F Standard (P)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
,R 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
14 - Linear transportation
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
W Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r' Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
f Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F_ Owner W Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Roche Biomedical Labs, Inc
2b. Deed book and page no.:
DB 783 PG 133
2c. Responsible party:
2d. Address
Street Address
414 East Main Street
Address Line 2
city
Durham
Postal / Zip Code
27701
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
David Bowman
State / Frmince / Edon
NC
Cbun[ry
United States
2f. Fax Number:
r Yes r No
r Yes r No

3b. Business Name:
City of Burlington
3c.Address
Street Address
425 S. LeAngton Ave
Address Line 2
city
Burlington
Postal / Zip Code
27215
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Burlington
2. Project Identification
2a. Property Identification Number:
115995
2c. Project Address
Street Address
Address Line 2
DtY
Postal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Unnamed Tributary of Little Alamance Creek
3b. Water Resources Classification of nearest receiving water:*
WS -V. NSW
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12 -digit HUC in which the project is located.
030300020309
4. Project Description and History
Sate / Province/ Region
NC
(buntry
United States
3e. Fax Number:
2b. Property size:
69.01
State / Province / Region
Country
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The ebsting stream runs north through a culvert under Front Street, then east about 150 feet (running approbmately 45 feet parallel to the edge of pavement), then turning north and
continuing away from Front Street. Both sides of the stream are wooded, through the land between the pavement and the stream scrub -shrub. Within that 45 foot strip is approbmately
15-20 feet of roadway FII, as well as a major telecommunications pole line.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes 6 No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Topo Map.pdf
4.27MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Alamance County, NC Soil Survey- HR1960.pdf 3.48MB
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
743

4h. Explain the purpose of the proposed project:*
The purpose of the project is to allow for a safe, scenic multi-purpose trail along a very busy stretch of roadway with very narrow shoulders and poor sight conditions.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of appropmately one mile of 10' wide multi -use trail that wit enable both pedestrian and bicycle traffic to safely travel from the Town of Eton to a low traffic
residential area within the City of Burlington. This is a portion of the City's cross town trail system. The project will cause impacts to the tributary to Little Alamance by extending an
emsting 42" RCP culvert by 24 linear feet within the stream, and adding 24 to cl B Rip Rap rock pad at the end of pipe. A drop inlet will also be installed (see plans). The project will also
include the installation of a plunge pool to alleviate diffuse flow from a 24" RCP. Equipment to be used includes
4j. Please upload project drawings for the proposed project.
Front Street Trail 101618 Details 1.pdf 796.99KB
Front Street Trail 101618 Sections 3.pdf 142.68KB
Front Street Trail 101618 Sheet 4.pdf 572.83KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No a Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r NIA
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
7b. If yes, explain.
This is one part of City of Burlington's cross town trail system, but the only portion in which we currently are a design phase.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
F Wetlands W Streams -tributaries
F Open Waters r Pond Construction
3. Stream Impacts
V Buffers
u
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact *3d. S. name* 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
Greenve Construction Permanent Culvert Little Alamance Perennial Both 6 �74 y ear feet)
31. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
743
3i. Total stream and ditch impacts:
743
3j. Comments
31. Total temporary stream impacts:
0

6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
F Neuse r Tar -Pamlico
F Catawba F Randleman
F Goose Creek W Jordan Lake
F Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Allowable - Greenway Construction P Little Alamance No 2,190 2,328
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 0.00
Zone 1 Zone 2
Total Permanent impacts: 2,190.00 2,328.00
Zone 1 Zone 2
Total combined buffer impacts: 2,190.00 2,328.00
6i. Comments:
Supporting Documentation
Front Street Trail 101618 Details 1.pdf 796.99KB
Front Street Trail 101618 Sections 3.pdf 142.68KB
Front Street Trail 101618 Sheet 4.pdf 572.83KB
Topo Letter Size.pdf 2.5MB
Topo Map.pdf 4.27MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed trail has been sited as close to the existing edge of pavement as safety allows (T) while maintaining as much buffer as possible. In
addition, a plunge pool has been designed at the end of a culvert within the buffer area to alleviate diffuse flow.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Throughout construction, the necessary sediment and erosion control measures will be implemented. All disturbed areas will be stabilized immediately
after construction is completed.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed impacts do not meet threshold requirements for mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
F Level Spreader
F Vegetated Conveyance (lower SHWT)
F Wetland Swale (higher SHWT)
W Other SCM that removes minimum 30% nitrogen
F Proposed project will not create concentrated stormwater flow through the buffer

Diffuse Flow Documentation
Front Street Trail 101618 Details 1.pdf
Front Street Trail 101618 Sections 3.pdf
Front Street Trail 101618 Sheet 4.pdf
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
796.99KB
142.68KB
572.83KB
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r- No
u
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
f Yes
r No
Comments:*
The project does not include $10 million in funds provided by the state of North Carolina for a single project and the land -disturbing activity is less
than 10 acres of public lands resulting in substantial, permanent changes in the natural cover or topography of the lands.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
f Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r^ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
St. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?

r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
www.fvvs.gov/raleigh/species/cntylist/alamance.html
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
wm.habitat.noaa.gov/application/efhmapper/indeyJhtml
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
http://gis.ncdcr.gov/hpoweb/
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r^ Yes r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W By checking the box and signing below, I certify that:
. I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
. I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Amy Cameron
Signature
04WOaww-tm
Date
3/19/2019
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VARIgg�E
UPON COMPLETION AND ACCEPTANCE OF IMPROVEMENTS OUTLINED IN THE PHASING PROGRAM, THE FENCE MAY NOT EXCEED 1 ACRE. ENCE -
ENTIRE AREA DISTURBED BY PROJECT CONSTRUCTION SHALL BE PROVIDED WITH A PERMANENT �O 2) SILT FENCES SHOULD NOT BE SST F
VEGETATIVE COVER. THE DISTURBED AREAS SHALL BE FINELY TILLED BY HARROWING. WHERE USED AT PIPE OUTLETS OR IN -�
SOIL CONDITIONS ARE UNFAVORABLE FOR SUCCESSFUL ESTABLISHMENT OF COVER, AVAILABLE )))) AREAS OF CONCENTRATED FLOW I FLOW OF WATER
TOPSOIL SHALL BE SPREAD. (DOLOMITIC LIMESTONE SHALL BE APPLIED AT THE RATE OF 4,000 (CREEKS, DITCHLINES, SWALES
POUNDS PER ACRE TO THE DISTURBED AREA ) IT SHALL BE UNIFORMLY APPLIED TO DISTURBED JJJJJJ /�� ETC.)
AREA ACCORDING TO THE FOLLOWING SCHEDULE BY BROADCASTING WITH A CYCLONE SEEDER OR JJJJ JJJJJJJJ) ��✓ RIPRAP S�oRPGE
CLOSE DRILL. SEED SHALL BE LIGHTLY COVERED AND SOIL SHALL BE FIRMED. STRAW MULCH / F��� SEDMENj
SHALL BE APPLIED TO THE SEEDED AREA AT THE RATE OF 1-1/2 BALES PER 1,000 SQUARE
FEET AND TACKED.
0
TEMPORARY SEEDING SPECIFICATIONS
DATES RATES
TO INCREASE STORAGE CAPACITY AND
JANUARY 1 - MAY 1 (LB/ACRE) TYPICAL CONC. / ISOMETRIC VIEW PROLONG THE LIFE OF THE SILT FENCE, IT 24„ RCP
LIMESTONE 2000 FLARED END / IS GENERALLY ADVISABLE TO DIG A EL=650.72
SECTION / SEDIMENT PIT IN FRONT OF YOUR SILT
FERTILIZER (10-10-10 750 FENCE WHENEVER POSSIBLE. � 4 0.7'
RYE (GRAIN) 120 11
MULCH - STRAW 8c TACK 4000 A A 1.5 6
12 GAUGE 4"X4" OR 2"X4" WELDED WIRE
MAY 1 - AUGUST 15 HOOKED ONTO PREFORMED CHANNELS ON EL=649.22
LIMESTONE 2000 Crj METAL POSTS, OR FASTENED TO CEDAR OR O O O O O O
FERTILIZER 10-10-10 750 WOOD POSTS W/ NO.8 STAPLES. 2CIL 4" 1THIC RAP (D50= 12")
0
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ULTRAVIOLET RESISTANT (BLACK) MIRIFI
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La = APRON LENGTH CENTER.
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MULCH - STRAW & TACK 4000 3 X PIPE 0 MIN
d = APRON DEPTH PLAN
SCHEDULE FOR PROVIDING PERMANENT ° MAX. SEDIMENT STORAGE LEVEL. REMOVE
VEGETATIVE COVER
RATES ° SEDIMENT WHEN THIS LEVEL IS REACHED OR
DATES AS DIRECTED BY CONSERVATION INSPECTOR.
(LB/ACRE)
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NOVEMBER 1 - JANUARY 31 Lo
TALL FESCUE 100 SLOPE 0
RYE (GRAIN) 50 _ FLOW_
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FEBRUARY 1 - APRIL 30
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MAY 1 - JULY 31 - - - - TRENCH, COVER W/ SOIL & TAMP BACKFILL. 13.7' 7.5'
TALL FESCUE 70 d - - - - - - - - - SHEET DRAINAGE (ONLY) 24" RCP
WEEPING LOVEGRASS 20 SECTION A -A °
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SLOPES ANY PHOR GRAD NG
ANY SLOPE TEEPERTHAN 3:1 WITHIN 7 CALENDAR DAYS FOLLOWING THE POSTS SHOULD BE 3' DEEP MIN. PLUNGE POOL
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NOTES:
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in a trench 4 inches or more in BE USED. PAD TO BE 50'L X 20'W X 6"
depth. D AT A MINIMUM.
0 b. TURNING RADIUS SUFFICIENT TO
3 , 21
ACCOMMODATE LARGE TRUCKS IS TO BE 2' 3'
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XTENDS TO THE TOP OF BOX. Secure with row of staples, 10 inchCONSTRUCTION VEHICLES3; M ° ° 4/0 3_�M
spacing, 4 inches down from the . Oi 1 4% 2�° O
ARDWARE WIRE (19 GUAGE, 1/4" MESH OPENINGS.) trench. - -
d. MUST BE MAINTAINED IN A CONDITION
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DRAINAGE AREA = 1 ACRE (MAXIMUM). PLANNING CONSIDERATION & DESIGN CRITERIA. W W y ` W
OTONNO DATE REVISED SCALE DETAIL W W W W E. Overfall place staples NOTES.'
11/21/13 04/24/14 NOT TO SCALE SE- 17 W W W W W W W W W W W 1 -1 /2 to 6 feet a part 9.M/N/MU44 WIDTH MUST BE MAINTA/NED UNLESS LEGIT/MA TE CONSTRAINTS DIC TA TE OTHERWISE.
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9 mat firmly pressed into
p O STANDARD CATCH BASIN /YARD INLET PROTECTION =III- the soil. OF CROSS SLOPE FOR TRAIL IN PARK SETTING TO BEDETERM/NED BY TOPOGRAPH/CAL
r II -IIIA W W W W W W W CONDITIONS.
CITY OF BURLINGTON, NORTH CAROLINA -III=111= W W W W W y W W W y W W W y
I -III -I 1= 3. FOR TRAIL NEXT TO ROA DWA Y, THE AASHTO RECOMMENDED MINIMUM GRASS STRIP BETWEEN
$ ENGINEERING DEPARTMENT =III -III -III-/ W W W W W NOES: APPLICABLE AT ALL POINTS of THE TRAIL AND CURBIS5FT. IF CONSTRAINTS PROHIBITA5FTGRASS STRIP , THENAPHYSICAL
=�=III=III- INGRESS & EGRESS UNTIL SITE IS
III III I 1=1 W W W n BARRIER OR RAIL ING MA Y BE REQUIRED PER AASHTO.
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11IIIIIIIII1IIIIII=,I�W #8 Gauge Wire THE DEVICE AND TIMELY
=\jj\\jj\ W W ` W W ` W W ` MAINTENANCE MUST BE PROVIDED.
2.5' +/- 25EXIST 5' CONC. 25 2.5' GRASS EXISTING 5' SIDEWALK NEW SIDEWALK
GUTTER CONC. DRIVE SIDEWALK EX. C&G STRIP=III=III-111-til-lit=111-III`IIII�1111111IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII
WIDTH VARIES %�i��i��i��i��i��i�� I-III=III=III=III-III=III=III=III=III=III=III=III=III=111-
TO REMAIN 4" CONCRETE \/i\\\\\\\i/\\\\ =III=III=1I1=III=III=III=III=III=III- III=III=III=III=III=1 F. Press ends of mat 4 inches into the
� ORS IE SIDEWALK \\i\j�\\j\\j�\jam\j -I I =I I I -I I I -I I I=I I I -I I I -I I I=I I I -I I -I I I=I I I=1I1=I I I=I I I- soil around structures and staple
6" CONCRETE �0 \ii\�i\�i\�i\ 111=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=til-"'
DRIVEWAY T�QDyl
0.5" 1 FT 0.25" 1 FT �'� \''��%j %%�/%� -III-1I-- 11-11- - = =11- securely.
III III III 111 111 I
0 25 1 FT 3 / F OTONNO DATE REVISED SCALE DETAIL �TONN� DATE REVISED SCALE DETAIL DATE REVISED SCALE DETAIL
/<< 11/21/13 04/24/14 NOT TO SCALE S E - 0 3 b ��� 11/21/13 04/24/14 NOT TO SCALE S E - 0 5 C'�NNO$�� 03/16/18 NOT TO SCALE R- I
7
TYPICAL SECTION TYPICAL SECTIONo o TYPICAL EROSION CONTROL MAT DETAIL o / STANDARD ASPHALT GREENWAY MULTI -USE PATH
TEMPORARY CONSTRUCTION ENTRANCE/EXIT w
0 o /
N.T.S. N.T.S.
EXISTING CONCRETE DRIVEWAY APRONS STA 1+00 TO STA 1+46 .fes CITY OF BURLINGTON, NORTH CAROLINA .1,�� CITY OF BURLINGTON, NORTH CAROLINA Ifo CITY OF BURLINGTON, NORTH CAROLINA
A ENGINEERING DEPARTMENT 11 ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT
`11'111UIIp11111IH1lr flrry,'i
2.5' 2.5' GRASS EXISTING 5' SIDEWALK NEW 5' SIDEWALK 2.5' 6' GRASS 5' SIDEWALK
EX. C&G STRIP EX. C&G STRIP
4" CONCRETE 4"CONCRETE
SIDEWALK 1 c�� SIDEWALK _ PETITION OR PROJECT N0. DRAWN BY SCALE BOOK: ST. LOCN. 19
AL CITY OF BURLINGTON, NORTH CAROLINA
0.5" 1 FT 0.25" 1 FT �' 0.5" 1 FT 0.25" 1 FT �'� 16729 ;'Z 4373-17 ABB ENGINEERING DEPARTMENT HORIZ:1 =20
.9L'FHGI�EE�'�.' CONTRACTOR VERT: N/A PAGE(S): 53-53
TYPICAL SECTION TYPICAL SECTION
o '
' � B B.`� •' CHECKED BY
N s ,r+-�f�1lf�lllllll111111��`l1' FRONT STREET GREENWAY DATE
N.T.S. ENGINEER SHEET N0. 9 of 10
STA 1+46 TO STA 2+97 STA 47+15 TO STA 49+71WTL 1/30/18
STA 3+76 TO STA 4+42 6/19/18 �BB DRAWING N0. 4373-17

INLET
= 655.09
.34
55.00
657.60
1'1w1N 1 3 11th_E'l'
SR 1323
10. AREA OF DISTURBANCE = 2.9 AC.
5. NO BACKFILL SHALL BE PLACED ADJACENT TO NEW SIDEWALK OR DRIVEWAYS
UNTIL AT LEAST THREE (3) CURING DAYS HAVE ELAPSED. HOWEVER, BACKFILL
SHALL BE PLACED NO LATER THAN FOUR (4) CALENDAR DAYS AFTER COMPLETION
OF THE CURING PERIOD UNLESS OTHERWISE APPROVED BY THE ENGINEER.
BACKFILL SHALL BE COMPLETED TO A DEGREE COMPARABLE TO THE ADJACENT
UNDISTURBED MATERIAL.
CALL_ 48 HOURS
BEFORE YOU DIG
1 -800-632-4949
INSTALL 14 LF
15" RCP @1.00%
CURB
NCDC
NORTH CAROLINA ONE CALL
I OR PROJECT NO. DRAWN BY CITY OF BURLINGTON, NORTH CAROLINA
4373-17 DBB ENGINEERING DEPARTMENT
CONTRACTOR
FRONT STREET GREENWAY
E�oe6`R �,aTL.,
ttltt1411111p1IIIIIHIlr fJJryJJJ,i
+ O i
•
Ak� _
16729
C�
.,LSO • B ...BO�1,`,
!J�lrJ711711H11H11j1Ultt `
6/19/18
SCALE BOOK: ST. LOCN. 84
HORIz:1 =20
VERT: N/A PAGE(S): 53-53
DATE SHEET N0. 4 of 10
1/30/18 DRAWING NO. 4373-17
LEGEND
GENERAL
NOTES.
INLET PROTECTION
MAIL BOX
— SF--
SILT FENCE
1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE
6. ALL DISTURBED AREAS NOT COVERED BY CONCRETE SIDEWALK OR DRIVEWAYS
UTILITY POLE
GAS MAIN
LATEST EDITION OF THE CITY OF BURLINGTON STANDARD DRAWINGS AND
SHALL BE FINE GRADED, SEEDED AND MULCHED IN ACCORDANCE WITH THE CITY
UTILITY POLE GUY WIRE
®
GAS VALVE
SPECIFICATIONS AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
OF BURLINGTON ENGINEERING DEPARTMENT SPECIFICATIONS AND STANDARD
15"RCP
STORM DRAIN PIPE
STANDARD DRAWINGS AND SPECIFICATIONS.
DETAILS WITHIN 7 DAYS.
off
OVERHEAD WIRE
EXIST. DRAINAGE STRUCTURE
p
SEWER CLEAN OUT
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A FIELD INSPECTION
7. ALL SIGNS WILL BE RELOCATED BY THE CITY OF BURLINGTON'S STREET
PROP. DRAINAGE STRUCTURE
FIRE HYDRANT &VALVE
OF THE EXISTING UTILITIES AND CONDITIONS PRIOR TO BID OPENING. THE
DEPARTMENT.
PROPERTY LINE, IRON PIN
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES
FENCE
Y
STREET SIGN
RESULTING FROM HIS/HER WORK. APPROXIMATE LOCATIONS ARE SHOWN ON
8. DURING EXECUTION OF WORK, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
w
s� �
SHRUB, TREE, ETC.
WATER VALVE
THE DRAWINGS.
THE UTILITY OWNER IF THE CONTRACTOR UNCOVERS, DAMAGES, OR CUTS AN
—ss—ss—ss—ss—
SANITARY SEWER
OO
RELOCATED WATER METER
EXISTING UTILITY LINE, LOCATION TAPE, OR WIRE. CONTRACTOR SHALL BE
O
SANITARY SEWER MANHOLE
3. CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL UNDERGROUND
REQUIRED TO ASSIST THE UTILITY OWNER AS NEEDED TO PLACE THE UTILITY LINE
OO
EXISTING WATER METER
UTILITIES PRIOR TO BEGINNING WORK. THE ENGINEER SHALL BE NOTIFIED OF
BACK IN SERVICE.
e
ANY CONFLICTS BETWEEN SIDEWALK IMPROVEMENTS AND FIELD CONDITIONS
NEW 6" SIDEWALK
NEW ASPHALT PAVEMENT
IMMEDIATELY.
9. NO EXCAVATED MATERIAL MAY BE PLACED ON FRONT STREET. CARE SHALL
BE TAKEN TO PREVENT ALL DAMAGE FROM THE RECENTLY PAVED ROADWAYS.
P D
4. CONTRACTOR SHALL REFER TO CITY OF BURLINGTON STANDARD R-12 FOR
TRAFFIC CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NCDOT STANDARDS
° o ° o
NEW 4" SIDEWALK
PERMANENT EASEMENT ACQUISITION
DETAIL ON EXPANSION JOINTS AND LONGITUDINAL AND TRANSVERSE CONTRACTION
DURING EXECUTION OF WORK.
JOINTS.
10. AREA OF DISTURBANCE = 2.9 AC.
5. NO BACKFILL SHALL BE PLACED ADJACENT TO NEW SIDEWALK OR DRIVEWAYS
UNTIL AT LEAST THREE (3) CURING DAYS HAVE ELAPSED. HOWEVER, BACKFILL
SHALL BE PLACED NO LATER THAN FOUR (4) CALENDAR DAYS AFTER COMPLETION
OF THE CURING PERIOD UNLESS OTHERWISE APPROVED BY THE ENGINEER.
BACKFILL SHALL BE COMPLETED TO A DEGREE COMPARABLE TO THE ADJACENT
UNDISTURBED MATERIAL.
CALL_ 48 HOURS
BEFORE YOU DIG
1 -800-632-4949
INSTALL 14 LF
15" RCP @1.00%
CURB
NCDC
NORTH CAROLINA ONE CALL
I OR PROJECT NO. DRAWN BY CITY OF BURLINGTON, NORTH CAROLINA
4373-17 DBB ENGINEERING DEPARTMENT
CONTRACTOR
FRONT STREET GREENWAY
E�oe6`R �,aTL.,
ttltt1411111p1IIIIIHIlr fJJryJJJ,i
+ O i
•
Ak� _
16729
C�
.,LSO • B ...BO�1,`,
!J�lrJ711711H11H11j1Ultt `
6/19/18
SCALE BOOK: ST. LOCN. 84
HORIz:1 =20
VERT: N/A PAGE(S): 53-53
DATE SHEET N0. 4 of 10
1/30/18 DRAWING NO. 4373-17